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HomeMy WebLinkAboutExhibit A - NEW"Exhibit A" Health District Regional Activity Center Justification Report CITY OF MIA M 7 � -9., kl--- ICT r /�`-N — 7 H— -- 7—j-, 11 1 nmj - �—lr X— STR— A'\\ —V— LI 1 11 -1-1 N R T, - W=02 -11 a lI+fmi 111011 Lim NOW611 MI miarni health district PREPARED BY CIE" Kimley-Horn and Associates, Inc. 45380028.09 City of Miami Health District Regional Activity Center INC0RP ORATFO 1 City of Miami Health District Regional Activity Center Justification Report miami hcat th district Table of Contents Page 1.0 Introduction................................................................................................................. 3 2.0 City of Miami Health District........................................................................................ 5 3.0 Health District RAC — Purpose...................................................................................... 9 4.0 Health District RAC —Criteria .....................................................................................15 Figure Ground of Existing Buildings.................................................................................13 4.1 Comprehensive Plan Consistency......................................................................15 Health District RAC Boundary..........................................................................................14 4.2 Serve More than One County............................................................................. 26 4.3 Adequate Public Facilities................................................................................... 29 4.4 Proximity/Access to Interstate/Arterial Roadways ............................................ 50 5.0 Health District RAC —Goals ........................................................................................ 53 6.0 Health District RAC — Zoning/Land Development Code ............................................ 55 7.0 City of Miami — Intergovernmental Coordination..................................................... 59 8.0 Regional and State Legislative and Policy Support .................................................... 60 9.0 Conclusion.................................................................................................................. 61 Figures Health District RAC Location Map...................................................................................... 5 Miami Health District and Miami Partnership...................................................................6 Major Employers in Health District....................................................................................8 Figure Ground of Existing Buildings.................................................................................13 Health District RAC Boundary..........................................................................................14 Health District RAC Future Land Use Designations..........................................................19 Transportation Study Area............................................................................................... 30 Transit System Serving Health District RAC.....................................................................49 StreetNetwork................................................................................................................. 51 Ordinance 11000 — Zoning Atlas...................................................................................... 55 Miami21— Zoning Atlas.................................................................................................. 56 January 2010 (revised) 1 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center Appendix 1. Rule 28-24.014(10), Florida Administrative Code 2. The Washington Economic Group, Inc., November 18, 2008, Memorandum 3. Miami Comprehensive Neighborhood Plan, excerpts 4. Ordinance 11000, excerpts 5. Miami 21, excerpts 6. Miami Partnership presentation, July 2008 7. Transportation Analysis a. Traffic Counts, Peak Season Factor Category Report and Transit Ridership Trips b. MUATS Model Outputs c. MUATS Transit Outputs January 2010 (revised) 2 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center 1.0 Introduction The City of Miami's Health District (the "Health District") is located in one of the City's urban centers, at the northwest quadrant of the intersection of Interstate 95 and State Road (SR) 836 (also known as the Dolphin Expressway). The City of Miami has been positioning the Health District (formerly known as the Civic Center) for high intensity, high density, mixed-use development and redevelopment. In 2002, the City of Miami and the Civic Center stakeholders began the initiative to revitalize the area. The following six goals were adopted for the purpose of creating an ideal place in which to live, work, and play: 1. Enhancing the quality of life; 2. Encouraging economic development; 3. Improving neighborhood schools; 4. Providing affordable housing; 5. Maintaining a clean and safe neighborhood; 6. Promoting retail development. The City of Miami has been an important partner in this revitalization effort and funded a study to address streetscapes, signage and gateway design standards. The City also included the Health District in its proposed streetcar route and has provided 50% funding for a circulator to transport employees and visitors around the area and encourage public transportation ridership. The City has also assisted with beautification efforts and has created a special zoning district. The City rezoned the area by creating the "Jackson Memorial Hospital Medical Center Overlay District", also known as SD -10. The intent of the overlay zoning district is to treat the area as a single entity and to provide the greatest flexibility to deal with parking requirements and traffic, to promote public transportation, and facilitate the development process to ensure that the health care related facilities and other institutions in the area continue to be able to provide the highest level of medical care and related services to our community. The SD -10 overlay district established development standards for height, intensity/density, parking, and landscaping to support the goals of the district. To continue to support the development of this area as a single entity and to promote development consistent with the vision for the overlay zoning district, the City is proposing to designate the area as a regional activity center (RAC) to increase the thresholds at which a development might be presumed to be a Development of Regional Impact (DRI). In 2009, the Florida Legislature designated Miami as a "dense urban land area" and exempted development within the City from the DRI requirements. However, there is still a reporting requirement for projects that exceed the DRI thresholds by 120 percent. Therefore, the City is still pursuing the RAC designation for the Health District to maintain the intent of increasing the potential DRI thresholds and the respective reporting requirement. January 2010 (revised) C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center The City, as indicated in the proposed ordinance provided with this report, has determined that the Health District is appropriate for more intensive growth of mixed - uses including retail; office; cultural, recreational and entertainment facilities; hotels and motels; major institutional and public facilities and appropriate industrial activities. This initial effort began with the designation of the Health/Civic Center District on the City's Future Land Use Map and referenced in the Miami Comprehensive Neighborhood Plan. To achieve the goals for continued development and redevelopment in the area that is home to the City's principal health care, hospital, research, educational and judicial institutions, the City is submitting a proposed ordinance for the designation of the Health District as a RAC pursuant to Chapter 380.06 of the Florida Statutes (F.S.) and Rule 28-24 of the Florida Administrative Code (F.A.C.). The proposed Health District RAC designation will increase certain thresholds for DRIs consistent with the adopted land uses within the District and consistent with the intent and purpose of the RAC eligibility criteria. This report provides the supporting data for the designation of the Health District RAC, including background information regarding the Health District, a description of the RAC and a justification for the Health District RAC. In addition, data and analysis regarding the Health District and the City's public facilities consistent with the adopted comprehensive plan is provided to support this report, the ordinance, and the proposed amendments to the Miami Comprehensive Neighborhood Plan (MCNP) and the Future Land Use Map. Expedited Process For its submission of the application for the proposed Health District RAC designation, the City of Miami is utilizing the expedited process referenced in Rule 28-24.014(10), F.A.C. The proposed ordinance submitted with this report, delineates the boundaries of the proposed Health District RAC consistent with Rule 28-24, F.A.C. Within 30 days of receipt of the submission, the DCA will determine whether or not the proposed ordinance is consistent with the criteria of the referenced rule. If the proposed ordinance is determined by DCA to be consistent, then the proposed Health District RAC shall take effect upon adoption of the ordinance by the City. The City will then amend January 2010 (revised) C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center the Miami Comprehensive Neighborhood Plan and the Future Land Use Map at the next opportunity for amendments to reflect the RAC designation. Figure 1.0-1 Health District RAC Location Map January 2010 (revised) ©_PI Kimley-Horn f� and Associates, Inc. City of Miami Health District Regional Activity Center 2.0 Miami Health District The City of Miami Health District is located in the northwestern quadrant of the intersection of Interstate 95 and SR 836 (Dolphin Expressway), and just northwest of downtown Miami. The Health District is of special and substantial interest because it comprises various private and public hospital and health care facilities, educational, judicial and social service institutions and related uses which together provide the highest level of services to the public. The goal of the District is to address the particular needs created by the delivery of health care, educational, judicial and social services to the community and to create a district with a unified sense of place. Figure 2.0-1 Miami Health District Proposed Boundary Figure 2.0-1 illustrates the area that is being proposed as the Health District RAC. It also illustrates the boundary of the Health/Civic Center District that is currently designated within the MCNP. The Health District is a major employment area within the City of Miami and southeast Florida (see Figure 2.0-2), employing nearly 40,000 people in 2008. It is home to several of the nation's premier medical, educational, judicial and social services facilities, including: January 2010 (revised) C]=F i Kimley-Horn ice— and Associates, Inc. City of Miami Health District Regional Activity Center • University of Miami Leonard M. Miller School of Medicine • University of Miami Hospital • Jackson Memorial Hospital • Miami VA Healthcare System • Miami -Dade College Medical Campus • Lindsey Hopkins Technical Education Center • 11th Judicial Circuit Court of Florida • Miami -Dade County Office of the State Attorney • Miami -Dade County Public Defender's Office • Miami -Dade County Corrections and Rehabilitation Department • Children's Home Society of Florida • Miami -Dade County Health Department • Kristi House • Camillus House Many of the major health care, educational, social services and judicial institutions within the Health District are expected to expand and redevelop in order to meet the demands of the region's growing population. Redevelopment and infill within the District is expected to attract hospitals, emergency rooms, clinics, laboratories, medical research and clinical, including biotechnical laboratories and research facilities, and all other accessory uses necessary to support those uses. The extensive network of major public transportation facilities and transportation corridors which serve the Health District will also attract development. The expanded services and facilities will lead to increased housing and employment opportunities for the region and to the City's achievement of one its main goals: creating an ideal place in which residents can live and work in a compact, urban neighborhood. January 2010 (revised) 7 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. ��' s .-' ;1 � J r, �l! - �, y ,��� ;✓^ ���. �i.�F', _ til - J. JU dm, T i . ,naw 1 c R � r CD ` S lsA _.rt^'• �� _ q Lp .rv, ISI � � i �'#. _ L r ��' "`�4�r ll.. •t7 iLt.. U L� F1`F n :6 _ ay -Z 7��- (` %"••r i .�'`-J ASA "PA 'I'46 MN 41 O a jbilm RyqT 0L 51 s rS m -OAV W4 -1l _ dam' I � � � y :d p � o = � +, � �Ir ■ ' At T +' CLO Q a) hI 'OhHILL= ai G •l [f7 M1 _ � s _ 'd MN � � •� SIH fE•4 �, `iP� j�.ry i# ,y k.y 11 i fR� - .•-7_A4, �^ j � f..ili � 's.. „� ,r .1.�: �� a. h �A '` �i'� ,. IMP. City of Miami Health District Regional Activity Center 3.0 Health District RAC — Purpose Intent The City of Miami is submitting this application for the designation of the area bounded by SR 836 to the south, 1-95 to the east, NW 20th Street to the north, and NW 17th Avenue to the west as a RAC pursuant to Chapter 380.06, F.S., and Rule 28-24, F.A.C. The proposed RAC boundaries encompass the entire Health District and add an area to the west from NW 14th Avenue to NW 17th Avenue. The RAC designation is intended to support development or redevelopment in areas of regional significance by providing increased development of regional impact (DRI) thresholds. The proposed Health District RAC fully meets this intent. A RAC pursuant to Section 380.06(2)(e), F.S., serves as an overlay designation on the City's Future Land Use Map and does not require changes to the underlying land use designations within the RAC boundaries. The underlying land uses within the Health District RAC will remain as identified on the City's Future Land Use Map and are presented in Section 4.1.2 of this report. Currently, there are several development or redevelopment plans which have been initiated by the area's stakeholders. These projects or plans include: • The University of Miami Life Science Park — approximately 2 million square feet of biotech research facilities and ancillary retail. • The new Miami -Dade County Department of Health Center of Excellence building, (already under construction) — a 64,000 square foot facility that will offer public health services including: immunizations, family planning, diagnosis and treatment of tuberculosis and sexually transmitted diseases, vital records, pharmacy, and research and training. • The new Camillus House, (under construction) —a 3.1 -acre site with 340 beds for the chronically homeless, including social services and clinical treatment facilities. • The University of Miami/Jackson Memorial Hospital joint development — hotel/office/retail/conference center mixed use development. • A new 20 -year Master Plan for Jackson Memorial Hospital — includes expansion plans for the hospital. • A proposed Miami Dade College, Medical Campus joint public-private development partnership opportunity. • A proposed University of Miami Medical Practice Center. January 2010 (revised) C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center A RAC designation of the area will increase development and redevelopment opportunities before triggering DRI thresholds, thereby enabling new projects to move forward through the permitting process more efficiently. These higher DRI thresholds will promote a mix of land uses in a walkable area supported by a multi -modal transportation system including Metrorail, Metromover, Metrobus and a circulator system. The realization of the development and redevelopment plans, facilitated by the Health District RAC, will result in an increase of employment opportunities, additional opportunities for housing, and an expansion and upgrading of the existing health care and other institutional facilities within the District. This will ensure that the City of Miami continues to be a major contributor and leader in health care, research and education for the local community, the region, and the State of Florida. DRI Thresholds Rule 28-24, F.A.C., regulates developments within the State of Florida that are presumed to be DRIB. In Miami -Dade County, the following development thresholds (related to RACs) that are presumed to be DRIB are: Table 3.0-1 Miami -Dade County DRI Thresholds Development Threshold Residential 3,000 dwelling units Motel/Hotel 750 units Office 300,000 square feet of gross floor area Retail 400,000 square feet of gross floor area Multiuse (2 or more uses) 145% of the sum of the percentages of the applicable thresholds Multiuse (3 or more uses; including 160% of the sum of the percentages of residential with at least 15% of the the applicable thresholds County's threshold) January 2010 (revised) 10 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center Regional Activity Center DRI Thresholds The RAC designation, pursuant to Section 380.06(2)(e), F.S., increases by 50 percent the applicable guidelines and standards with respect to residential, hotel, motel, office and retail developments. This achieves the following DRI use thresholds: Table 3.0-2 RAC DRI Thresholds (50% Increase) Development RAC Threshold Residential 4,500 dwelling units Motel/Hotel 1,125 units Office 450,000 square feet of gross floor area Retail 600,000 square feet of gross floor area The RAC designation, pursuant to Section 380.06(2)(e), F.S., increases by 100 percent the applicable guidelines and standards with respect to residential, hotel, motel, office and retail developments and multi -use developments that provide at least 35 percent of the residential threshold. This achieves the following DRI thresholds: Table 3.0-3 RAC DRI Thresholds (100% Increase) Development RAC Threshold Residential 6,000 dwelling units Motel/Hotel 1,500 units Office 600,000 square feet of gross floor area Retail 800,000 square feet of gross floor area Multiuse (2 or more uses) 290% of the sum of the percentages of the applicable thresholds Multiuse (3 or more uses; one of which is 320% of the sum of the percentages of the residential with at least 35% of the County applicable thresholds threshold) January 2010 (revised) 11 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center The Table 3.0-4 provides a comparison of the use thresholds for standard DRI thresholds along with eligible increase for RACs. Table 3.0-4 DRI Thresholds — Standard and RAC Uses DRI Thresholds Regional Activity Center 50% 100%1 Residential (Units) 3,000 4,500 6,000 Hotel/Motel (Units) 750 1,125 1,500 Office (SF) 300,000 450,000 600,000 Retail (SF) 4001000 600,000 800,000 Multiuse (2 or more uses) 145% n/a 290% Multiuse (3 or more uses including residential) 160% n/a 320% 1. Mixed-use development with residential units of more than 35 percent of the DRI threshold. January 2010 (revised) 12 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AmXiatBS, Inc. City of Miami Health District Regional Activity Center Development and Infill Potential Figure 3.0-1 is a map depicting the building footprints within the Health District, shown in black. The white indicates undeveloped areas that have the potential for infill and which would be supported by a RAC designation. This figure illustrates that there are significant opportunities for infill within the RAC. Figure 3.0-1 Figure Ground of Existing Buildings January 2010 (revised) 13 ©MPI Kimley-Horn f� and Associates, Inc. City of Miami Health District Regional Activity Center Heolth District RAC— Boundary The proposed boundary for the Health District RAC includes the boundaries of the existing Miami Health/Civic Center District (area shaded blue) on the north, east and south, and extends to the west to NW 17th Avenue. Figure 3.0-2 below delineates this boundary spanning from NW 20th Street to the north, NW 17th Avenue to the west, Interstate 95 to the east, and SR 836 (Dolphin Expressway) and the Miami River to the south. Figure 3.0-2 Health District Regional Activity Center Boundary January 2010 (revised) 14 ©_PI Kimley-Horn f� and Associates, Inc. City of Miami Health District Regional Activity Center 4.0 Health District RAC — Criteria Pursuant to Rule 28-24.014(10)(c)2, F.A.C., the City must demonstrate consistency with the following criteria in order to designate an area as a RAC: • The area must be consistent with the local government comprehensive plan and future land use map intensities. • The area must routinely provide service to, or be regularly used by, a significant number of residents of more than one county. • The area must contain adequate public facilities as defined in Chapter 9J-5, F.A.C., or committed public facilities, as identified in the capital improvements element of the local government comprehensive plan. • The area must be proximate and accessible to interstate or major arterial roadways. The following sections present data and analysis that overwhelmingly demonstrate the eligibility and appropriateness of the proposed designation for the Health District RAC based on the above criteria. 4.1 Comprehensive Plan Consistency Pursuant to the referenced F.A.C. rule, the area proposed for designation as a RAC must be consistent with the local government comprehensive plan and future land use map intensities. The following sections detail the consistency between the proposed Health District RAC and the City's Comprehensive Plan and Future Land Use Map. The sections also highlight how the proposed Health District RAC furthers the objectives of the South Florida Regional Planning Council's Strategic Regional Policy Plan and of the State Florida's Comprehensive Plan. The conclusion of this section is that the proposed Health District RAC is consistent with the long range plans for the City, the region, and the state. 4.1.1 Miami Comprehensive Neighborhood Plan As required pursuant to Rule 28-24.014(10)(c)2, F.A.C., the proposed boundary for the Health District RAC is consistent with the City of Miami's Comprehensive Neighborhood Plan. Specifically, the proposed Health District RAC furthers, or is consistent with, the following policies applicable to the respective elements of the Comprehensive Plan. It is important to note that the City received the Notice of Intent to find its most recent Comprehensive Plan update, with the exception of the Miami River Sub -element, in compliance on January 9, 2009. January 2010 (revised) 15 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center Future Land Use Element Policy LU -1.3.15: The City will continue to encourage a development pattern that enhances existing neighborhoods by developing a balanced mix of uses including areas for employment, shopping, housing, and recreation in close proximity to each other. The Health District RAC continues to encourage a development pattern through a balanced mix of uses within close proximity to existing neighborhoods. Policy LU -1.6.5: The City may continue to use special district designations as a land development regulation instrument for the purpose of accomplishing specific development objectives in particular areas of the city. The Health District RAC is a special district designation consistent with the Civic Institution/Health District land development regulation district designation both with the main objective of promoting development and redevelopment that complements the health care, research, educational, social services and judicial facilities within this area. Policy LU -3.1.2: Create Regional Activity Centers if appropriate in Urban Infill Areas and Urban Redevelopment Areas to facilitate mixed-use development, encourage mass transit, reduce the need for automobile travel, provide public open space and parks as required in the Parks, Recreation and Open Space element of this plan, provide incentives for quality development, and give definition to the urban form. The permitted uses and density and intensity of uses within a RAC shall be governed by the underlying future land use map designations of the subject property, except as otherwise limited by the designation of the RAC in the comprehensive plan. A designated RAC shall routinely provide service to, or be regularly used by, a significant number of citizens of more than one county; contain adequate existing public facilities as defined in Rule 9J-5, F.A.C., or committed public facilities, as identified in the capital improvements element of the City's comprehensive plan; and shall be proximate and accessible to interstate or major arterial roadways. This policy was adopted for the specific purpose of supporting RAC designation such as the one proposed for the Health District. The Health District RAC will fulfill all of the components of this policy and is consistent with the eligibility criteria. The area is designated as an Urban Infill Area and an Urban Redevelopment Area. Transportation Element Policy TR -1.5.3: The City shall encourage the University of Miami/Jackson Memorial Hospital to participate in transportation management initiatives and strategies to assist in meeting the demands of the Health District/Civic Center expansion and helping to solve the consequent accessibility, traffic circulation and parking problems. The City shall encourage the Health District/Civic Center stakeholders and facility operators to work together to increase Metrorail ridership and utilization of the transit station to help decrease the need for excessive surface parking demand. January 2010 (revised) 16 ©_PI Kimley-Horn f� and Associates, Inc. City of Miami Health District Regional Activity Center The Health District stakeholders have been working together to proactively increase transit use within the District along with other activities to improve the access, circulation, and parking within the District. For example, University of Miami employees are given incentives to utilize mass transit. Future development within the Health District RAC will be transit -oriented to increase Metrorail and transit utilization. The City is working on several other transportation initiatives including a streetcar and a local circulator service to increase the provision of transit within the area. Policy TR -1.5.8: The City will ensure a stronger interface between the development or redevelopment of neighborhood activity centers and the public transportation system by establishing design guidelines for connectivity and transit infrastructure to be incorporated into the development/redevelopment program. The City shall require all new development and redevelopment in existing and planned transit corridors to be planned and designed to promote pedestrianism and transit usage through the following: [sub -policies A — G]. Consistent with this policy, a study of streetsca pes, gateways, and signage to improve the pedestrian connections to the transit system (the "Basis of Design Review" study or "BODR" study) has been prepared by the City for the Health District. The BODR study also provides Linkage Streetscape- Healthwalk rvx uwnru rat . wgkn lowrtlLm - oeorscnmt kyntm; etadYlMent[h 3i.akf:ns _Jvi�'�� - b[nA1C5 Je{rpKq tOt �t� CYC �tllp recommendations for linkages and wayfinding. Housing Element Policy HO -1.1.9: The City's land development regulations will encourage high- density residential development and redevelopment in close proximity to Metrorail and Metromover stations. The Health District RAC is consistent with this policy. The proposed RAC is directly served by the Civic Center Metrorail station, the third busiest station on the Metrorail line, just to the south is the Culmer station, and directly north of the boundary is the Santa Clara station. This ensures that development in the proposed January 2010 (revised) 17 CIMPI Klmley-Horn f� and Associates, Inc. City of Miami Health District (Replacement Pages with updated FLUM) Regional Activity Center RAC area is well served by Metrorail. The proposed Health District circulator will be operational in 2010 and its route is designed to use the Civic Center Metrorail Station as its hub. The circulator system will employ green technology and include four rubber -tire circulators running on a two-way loop with a 10 -minute headway and serving the front door of 14 major facilities and institutions and nine parking garages. Since the circulator will use existing streets, its routes can be easily expanded or changed to access future development. 4.1.2 Miami Future Land Use Plan The Health District RAC is proposed as an overlay designation on the City of Miami's Future Land Use Map. The currently adopted future land use designations within this overlay district will remain unchanged. Therefore, the Health District RAC is consistent with the City's Comprehensive Land Use Plan. Table 4.1.2-1 presents the respective acreages and percentage distribution of the different future land uses within the proposed Health District RAC. As shown in this table, the predominant future land use designation is Major Institutional, Public Facilities, Transportation, and Utilities. The majority of the Health District stakeholders are located in this area. Figure 4.1.2-1 shows the Future Land Use Designations in the Health District. Table 4.1.2-1 Acreage by Future Land Use Designation within RAC Future Land Use Designation Acres Percentage of Total High Density Multifamily Residential 35 8.3% Medium Density Restricted Commercial 3 0.7% Restricted Commercial 65 15.6% General Commercial 5 1.2% Major Inst, Public Facilities, Transportation, and Utilities 305 73.5% Light Industrial 2 0.5% Public Parks and Recreation 1 0.2% Total 415 100.0% January 2010 (Replacement Pages) 18 City of Miami Health District (Replacement Pages with updated FLUM) Regional Activity Center Figure 4.1.2-1 Health District RAC Future Land Use Designations 3AV H15 MN o 1C/ 1 -c4 z Id HIS MN N _ r ID C -y Id H19 JAN- - AAV HJ HQ . IJ Fitt MN a to c o = 3� D N 3AV HIS MN 5) „ o lS// ilii ¢ 2 4 3AV H16MN %M m E ''•I.•, 1 MW 101H P -A 64'N Zr� oilLL 1 IOT AIN 3AV HITT MN J.3 HITT MN_ NW 11TH4� AV H1ZL MN tn j If f � NW" z 3 3 17 HIST MN z z ti 1 3AV H1bT MN ¢ _ ix 3 N �O Ir y m like b FFIS Iti� z 1 E w F tY i _r N U � H T N 2 ■ - 3�,1V,H=1L6 MN• i January 2010 (Replacement Pages) 19 City of Miami Health District Regional Activity Center The future land use designations within the proposed Health District RAC are predominantly high-density, high intensity land uses that promote a mix of uses and consist of the following categories. These categories and the descriptions that follow each category are referenced from the Miami Comprehensive Neighborhood Plan to illustrate their consistency with the intent of the RAC to support high- density, high-intensity, compact, mixed-use development. • Medium Density Multifamily Residential Areas designated as "Medium Density Multifamily Residential" allow residential structures to a maximum density of 65 dwelling units per acre. Permissible uses within medium density multifamily residential areas also include small scale limited commercial uses as accessory uses intended to serve the retailing and personal services needs of the building or building complex. • High Density Multifamily Residential Areas designated as "High Density Multifamily Residential" allow residential structures to a maximum density of 150 dwelling units per acre. • Office The nonresidential portions of developments within areas designated as "Office" allow a maximum floor area ratio (FAR) of 1.72 times the gross lot area of the subject property; the FAR may be increased, however, it may not exceed 3.0 times the gross lot area of the subject property. Areas designated as "Office" allow residential uses to a maximum density equivalent to "High Density Multifamily Residential". • Restricted Commercial The nonresidential portions of developments within areas designated as "Restricted Commercial" allow a maximum floor area ratio (FAR) of 1.72 times the gross lot area of the subject property. The FAR may be increased; however, it may not exceed 3.0 times the gross lot area of the subject property. Areas designated as "Restricted Commercial" allow residential uses (except rescue missions) to a maximum density equivalent to "High Density Multifamily Residential". January 2010 (revised) 20 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center • General Commercial The nonresidential portions of developments within areas designated as "General Commercial" allow a maximum floor area ratio (FAR) of 1.72 times the gross lot area of the subject property. The FAR may be increased; however, it may not exceed 3.0 times the gross lot area of the subject property. Areas designated as "General Commercial' allow all activities included in the "Office" and the "Restricted Commercial' designations. Multifamily residential structures of a density equal to R-3 or higher, but not to exceed a maximum of 150 units per acre, are allowed by Special Exception only. • Major Institutional, Public Facilities, and Transportation Areas designated as "Major Institutional, Public Facilities, Transportation and Utilities" allow a maximum floor area ratio (FAR) of 1.72 times the gross lot area of the subject property. The FAR may be increased; however, it may not exceed 3.0 times the gross lot area of the subject property, except within the Health / Civic Center District where it may not exceed 3.2 times the gross lot area of the subject property. Areas designated as "Major Institutional, Public Facilities, Transportation and Utilities" allow facilities for federal, state and local government activities, major public or private health, recreational, cultural religious or educational activities, and major transportation facilities and public utilities. Residential facilities ancillary to these uses are allowed up to a maximum density equivalent to "High Density Multifamily Residential' or, if applicable, the least intense abutting/adjacent residential zoning district, subject to the same limiting conditions. • Industrial Areas designated as "Industrial" allow a maximum floor area ratio (FAR) of 1.72 times the gross lot area of the subject property. The FAR may be increased; however, it may not exceed 2.5 times the gross lot area of the subject property. 4.1.3 South Florida Regional Planning Council Strategic Regional Policy Plan The Strategic Regional Policy Plan for South Florida (SRPP) is the policy document that guides all of the South Florida Regional Planning Council's activities. The proposed Health District RAC is consistent with the SRPP. This section presents the specific goals of the SRPP and provides a brief explanation of the contribution or consistency of the Health District RAC with each goal. January 2010 (revised) 21 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center Wages & Affordability GOAL 2: Increase employment opportunities and support the creation of jobs with better pay and benefits for the Region's workforce. The proposed Health District RAC will facilitate development and redevelopment within this area, which will result in the creation of additional employment opportunities that will directly benefit the Region's workforce. Development & Redevelopment GOAL 11: Encourage and support the implementation of development proposals that conserve the Region's natural resources, rural and agricultural lands, green infrastructure and: • Utilizes existing and planned infrastructure where most appropriate in urban areas; • Enhances the utilization of regional transportation systems; • Incorporates mixed -land use developments; • Recycles -existing developed sites; and • Provides for the preservation of historic sites. The development within the proposed Health District RAC will utilize existing and planned infrastructure and is located in one of the City's urban areas. The area utilizes the regional transportation system of Interstate 95 and SR 836, and is in close proximity to Metrorail, the proposed City of Miami Streetcar, and the Health District Circulator. The intent of the proposed Health District RAC is to encourage mixed-use developments and fully utilize the existing infrastructure within the District. Economic Expansion & Diversification GOAL 17: Maintain a competitive, diversified, and sustainable regional economy. The proposed Health District RAC will provide for the future development and redevelopment within the District to ensure that the Health District maintain a competitive, diversified and sustainable economy. The additional employment opportunities that will be created will enhance the regional economy and help to make south Florida a stronger component of the state's economy. Connecting People, Places & Opportunities GOAL 20: Achieve long-term efficient and sustainable development patterns that protect natural resources and connect diverse housing, transportation, education, and employment opportunities. The proposed Health District RAC, with its functionally integrated mix of land uses, supported by a multi -modal transportation system that encourages the use of public transportation in a walkable area within the City, will further the goal of achieving an January 2010 (revised) 22 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center efficient and sustainable development pattern. Additionally, this is already a densely populated and developed area, and future development will be able to efficiently utilize existing infrastructure. 4.1.4 State of Florida Comprehensive Plan The comprehensive plan for the State of Florida, adopted pursuant to Chapter 187, F.S., provides the long-range policies for the "orderly social, economic, and physical growth of the state." The proposed Health District RAC is consistent with the State's Comprehensive Plan. This section presents the specific goals of the Comprehensive Plan and their implementing policies, and provides a brief explanation of the consistency of the Health District RAC with said policies. (4) Housing Policy 4.b.4 Reduce the cost of housing construction by eliminating unnecessary regulatory practices which add to the cost of housing. The proposed Health District RAC will reduce the costs of development approvals for larger mixed-use projects by increasing development thresholds and exempting certain developments from the DRI review process. The reduction in time and costs for the development process will likely result in a reduction of the cost of acquisition associated with those projects. (5) Health Policy 5. c. 2f Government shall provide for the orderly growth and development of health care facilities and services through health planning, growth management, and regulation. Consistent with this policy, the purpose of the proposed Health District RAC is to increase opportunities for the continued development and redevelopment of its principal health care, hospital and research facilities to occur in an orderly fashion while simplifying the regional and state review process. (15) Land Use Policy 15.b.1 Promote state programs, investments, and development and redevelopment activities which encourage efficient development and occur in areas which will have the capacity to service new population and commerce. The proposed designation of the Health District as a RAC will support the programs, development and redevelopment activities in this area. The increased development thresholds will encourage a more efficient use of property and focus on health care, educational, and judicial related activities within an existing urban area capable of servicing both existing and future populations. January 2010 (revised) 23 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center Policy 15.b.3 — Enhance the livability and character of urban areas through the encouragement of an attractive and functional mix of living, working, shopping and recreational activities. The intent of the proposed Health District RAC is to facilitate the development and redevelopment of an identified urban neighborhood. The RAC will encourage a balanced mix of uses developed in a manner to enhance the quality of life and character of the surrounding urban area. The City of Miami and the district's stakeholders have been diligently working in this direction and their efforts will be further supported by the proposed RAC designation. (16) Urban and Downtown Revitalization Policy 16.b.9 — Encourage the development of mass transit systems for urban centers, including multimodal transportation feeder systems, as a priority of local, metropolitan, regional, and state transportation planning. As previously stated, the area of the proposed Health District RAC is well served by several multi -modal transportation systems and additional transit services including a proposed street car and a local circulator that will begin operations in 2009. The development contemplated for the proposed Health District RAC will provide additional ridership opportunities and encourage the expansion and enhancement of the existing transit services. Policy 16.b.12 — Promote infill development and redevelopment as an important mechanism to revitalize and sustain urban centers. The proposed designation of the Health District RAC will serve to promote infill development and redevelopment. One of the objectives of the Health District RAC is to revitalize this urban center and expand and upgrade the facilities located in it. (21) The Economy Policy 21.b.I Attract new job -producing industries, corporate headquarters, distribution and service centers, regional offices, and research and development facilities to provide quality employment for the residents of Florida. The Health District is of special interest because of the major healthcare, judicial, research, educational and social service institutions that provide the highest level of service to our community. The proposed RAC designation will attract new high quality job producing industries, particularly in the life sciences and research/development areas. New retail, hotels and research facilities will be attracted to this area because of the high level of employment in the area, the purchasing power of visitors and employees, and the quality of ongoing research. The Health District has a stable employment base and new employment opportunities will become available at all levels as new facilities and businesses are attracted to this area and existing institutions expand. January 2010 (revised) 24 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center Policy 21. b.6 Promote economic development for Florida residents through partnerships among education, business, industry, agriculture, and the arts. The proposed Health District RAC is being initiated by the City of Miami through its participation in and support of the Health District stakeholders, which include private, federal, state, county and local agencies that provide critical healthcare, educational, social and judicial services to the region. (24) Employment Policy 24.b.4 Encourage economic development in economically distressed areas. The Health District is a thriving economic center located both in an enterprise and an empowerment zone of the City of Miami, and the expansion and redevelopment of this District will provide economic development opportunities for distressed areas of the city, such as the nearby neighborhoods of Overtown and Allapattah. January 2010 (revised) 25 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center 4.2 Serve More than One County One criterion for a RAC designation is that the area routinely provides service to, or is regularly used by, a significant number of residents of more than one county. The Health District is home to several of the nation's premier healthcare and educational service providers, as well as to several county and state judicial and social services facilities, and is regularly used by a significant number of residents of more than one county. The district is home to three hospitals, three educational institutions, including the University of Miami — Miller School of Medicine, as well as courts and other criminal justice facilities. These facilities attract people from other parts of the country and the world. A 2004 economic impact analysis of the Health District indicated that the Health District was home to 15 major institutional employers employing a total of 26,388 persons. Since that time, total employment in the area has increased significantly. As of October 2008, employment at these institutions had risen to at least 39,384 persons, which constitutes a 49 percent increase in amount of employees in the area for the four year period. As part of the 2004 analysis, the major employers in the area provided information on where their employees resided. For this report, updated information on the location of employee residences was obtained again from the major employers, including: • Jackson Memorial Hospital • University of Miami — Miller School of Medicine • Miami VA Healthcare System • Miami -Dade County Office of the State Attorney • The Miami -Dade County Public Defender's Office • Miami -Dade Community College, Medical Campus • Lindsey Hopkins Technical Education center • 11th Judicial Circuit Court of Florida • Miami -Dade County Corrections and Rehabilitation Department • Children's Home Society of Florida • Miami -Dade County Health Department • Kristi House January 2010 (revised) 26 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center This updated information was combined with the data gathered in 2004 and was analyzed to identify the county of residence for each employee. The table on the following page details the information on employee residence. The analysis revealed that close to 37,000, or 93 percent, of all Health District employees live in Miami -Dade County. However, a number of employees working in the Health District live in other counties. Close to 2,000 people working in the District, or four percent, live in Broward County, and over 600, or two percent, reside in Palm Beach County. The remaining one percent of Health District employees, approximately 300, live either in other areas of Florida or in other states. January 2010 (revised) 27 C, r,Kimley-Horn IIIIIIIIIIIIIIIIIIIN and AsSMiatBS, Inc. City of Miami Health District Regional Activity Center Table 4.2-1 Employment by County for Major Employers within the Proposed Health District RAC Employers Total Employees Florida Counties Other States Miami- Dade Broward Palm Beach Other Counties Jackson Memorial Hospital 12,546 11,810 574 88 52 22 Healthcare Employers University of Miami Hospital 1,555 1,499 38 11 6 1 Miami VA Healthcare System 2,649 2,130 468 34 11 6 Miami -Dade County Department of Health 609 595 12 2 0 0 11th Judicial Circuit of Florida 132 132 0 0 0 0 Judicial System Miami -Dade County Office of the State Attorney 1,149 1,149 0 0 0 0 Employers Miami -Dade Department of Corrections and Rehabilitation Department 996 975 17 4 0 0 The Miami -Dade County Public Defender's Office 404 404 0 0 0 0 University of Miami — Miller School of Medicine 17,450 16,222 565 459 201 3 Education System Employers Lindsey Hopkins Technical. Education Center 627 607 17 3 0 0 Booker T. Washington Senior High 374 361 7 6 0 0 Miami -Dade College, Medical Campus 653 607 29 9 0 8 Social Services Kristi House 25 25 0 0 0 0 Employers Children's Home Society 215 209 5 1 0 0 Total All Major Employers 39,384 36,725 1,732 617 270 40 % of Total 93.25% 4.40% 1.57% 0.69% 0.10% January 2010 (revised) 28 M" KimleyHorn �. and Associates, Inc. City of Miami Health District Regional Activity Center 4.3 Adequate Public Facilities The proposed Health District RAC contains adequate public facilities as defined in Chapter 9J-5, F.A.C., or committed public facilities, as identified in the capital improvements element of the local government comprehensive plan. It is important to restate that the proposed Health District RAC is an overlay designation that is not changing any of the underlying future land use designations at this time. Therefore, the data and analysis presented is based upon the City's recently adopted amendments based upon the adopted Evaluation and Appraisal Report (EAR). These amendments constitute a complete update of the entire Miami Comprehensive Neighborhood Plan (MCNP) and received the Notice of Intent finding the Plan in compliance, for all elements except the Miami -River Sub -element, on January 9, 2009. The public facilities and their respective capital improvements elements are as follows: • Transportation/Multimodal • Potable Water • Sanitary Sewer • Stormwater and Aquifer Recharge • Solid Waste • Recreation and Open Space • Public Schools For each of the above public facilities, the capital improvements committed by the City, along with Miami -Dade County, Miami -Dade Public Schools, Florida Department of Transportation, and the Miami -Dade Metropolitan Planning Organization (MPO) are presented within the appropriate section. 4.3.1 Transportation/Multimodal Data Collection The transportation study area for the proposed Health District RAC is bounded by SR 112 (Airport Expressway) to the north, SR 836 (Dolphin Expressway) to the south, Interstate 95 (1- 95) to the east and NW 27th Avenue to the west. Figure 4.3.1-1 depicts the study area boundaries. January 2010 (revised) 29 IIIIIIIIIIIIIIIIIIIN %j Kimley-Horn IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center FIGURE 4.3.1-1 Transportation Study Area _ .e"`rt�*�. �.. -.esr�� ��..,±��€ � . ._ -e - 1 �� +� i' • _fAa�. rf►+iei- `� tf it- et' 3 ,j -k a t 1 _ z` TranMportation Study Area ti �4 -- r Health District RAC j - .-T � � � [� � - - - - A -a. .dry .r�•, Traffic volumes were obtained from several sources. Concurrency tables were provided by the Miami -Dade Public Works Department; Peak Hour Period (PHP) volumes for FDOT Traffic Count Stations and Miami -Dade Traffic Count Stations were obtained from these tables. In addition, continuous 24-hour traffic counts were collected during early January 2009 for roadway segments that were not included in concurrency tables or FDOT Traffic Count Stations. Table 4.3.1-1 presents the roadway segments under study and the source of data for each roadway segment. January 2010 (revised) 30 CIM© Kimley-Horn r and Associates, Inc. City of Miami Health District Regional Activity Center TABLE 4.3.1-1 Traffic Data Collection Sources Roadway Segment Source SR 112 (Airport Expressway) NW 27th Avenue NW 22nd Avenue FDOT-2007 NW 22nd Avenue NW 17th Avenue MDC — 2007 NW 17th Avenue 1-95 MDC — 2007 NW 36th Street NW 27th Avenue NW 17th Avenue MDC — 2007 NW 17th Avenue 1-95 MDC — 2007 SR 836 (Dolphin Expressway) NW 27th Avenue NW 17th Avenue MDC — 2007 NW 17th Avenue NW 12th Avenue MDC — 2007 NW 12th Avenue 1-95 MDC — 2007 1-95 SR 112 SR 836 M DC — 2007 NW 7th Avenue SR 112 SR 836 MDC — 2007 NW 12th Avenue SR 112 SR 836 24-hour NW 17th Avenue SR 112 SR 836 24-hour NW 27th Avenue SR 112 SR 836 MDC — 2007 Notes: FDOT — 2007. Traffic data obtained from FDOT Traffic Counts Stations - Based on 2007 Traffic Counts. MDC — 2007. Traffic data obtained from Miami -Dade County Concurrency Management System Continuous 24-hour traffic counts - Collected early January 2009. The appropriate FDOT peak season conversion factors were applied to adjust the traffic counts collected in January 2009 to peak season volumes. Traffic counts are included in Appendix 7-a for each roadway segment along with the FDOT peak season factor category report. Transit ridership data are also included in Appendix 7-a. Programmed Transportation Improvements The Miami -Dade County Transportation Improvement Program (TIP) currently does not include capacity improvements to any of the transportation facilities within the study area. Miami -Dade County's 2030 Long Range Transportation Plan (LRTP) includes one Priority 2 improvement that is projected to enhance the capacity of the study area's transportation facilities. Priority 2 improvements are targeted for implementation between 2010 and 2015. The Priority 2 project that will impact the proposed Health District RAC is defined as follows: 1-95 Reversible Managed Lanes (95 Express) — The 95 Express project will provide directional managed lanes with two managed lanes in each direction. The project is January 2010 (revised) 31 EM" Kimley-Horn and Associates, Inc. City of Miami Health District Regional Activity Center creating an additional travel lane in each direction by narrowing the inside median width and reducing the width of travel lanes. The resulting cross section provides two managed lanes and four general -use lanes in both the northbound and southbound directions. Upon completion, the managed lanes will extend from SR 836/Interstate 395 north to Interstate 595 in Broward County. Recently, phase 1A of the project was completed, which included the northbound managed lane improvements from State Road 112/Interstate 195 to the Golden Glades Interchange. Phase 1B will consist of the corresponding southbound managed lane improvements and the extension of the network south to SR 836/Interstate 395. Phase 2 will extend the managed lane system from the Golden Glades Interchange to north of Interstate 595 in Broward County. Future Traffic Volumes Year 2013 and 2030 peak hour volumes were obtained by developing growth factors for each roadway segment based on a comparison of traffic volumes obtained from the Miami Urbanized Area Transportation Study (MUATS) year 2000 and 2030 model networks. These growth factors were adjusted to forecast traffic growth from the existing year (2007 or 2009) to 2030 and then applied to the existing traffic volumes to establish 2013 traffic volumes. This same procedure was applied to develop volumes for 2030. Table 4.3.1-2 presents the growth factors. MUATS volume plots are provided in Appendix 7-b. Future Transit Ridership Year 2013 and 2030 peak hour transit ridership were forecast by developing an area -wide growth factor based on a comparison of transit ridership in the study area obtained from the MUATS year 2000 (18,976 transit trips) and year 2030 (28,170 transit trips) model networks. A growth factor of 1.485 was calculated for the 30 -year horizon. The growth factor was adjusted to forecast transit ridership trips from 2008 to 2013 and then applied to existing (year 2008) transit ridership trips to establish 2013 transit ridership trips. This same procedure was applied to determine 2030 transit ridership trips. Included in Appendix 7-c is the MUATS transit data. January 2010 (revised) 32 IIIIIIIIIIIIIIIIIIIN %1 Kimley-Horn IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Table 4.3.1-2 Traffic Volume Growth Factor per Roadway Segment Regional Activity Center Roadway ' Roadway Segment From To 2000 PSWADT (1) 2030 30 -year Growth Factor (2) Year 2013 Growth Factor (3) Year 2030 Growth Factor (4) NW 27t Avenue NW 22th Avenue 83,734 146,056 1.74 1.15 1.57 SR 112 NW 22thAvenue NW 17th Avenue 75,350 131,617 1.75 1.15 1.58 (Airport Expressway) NW 17th Avenue Interstate 95 100,598 156,806 1.56 1.11 1.43 NW 27th Avenue NW 17th Avenue 35,105 47,587 1.36 1.07 1.28 NW 36th Street NW 17th Avenue Interstate 95 26,045 39,933 1.53 1.11 1.41 NW 27th Avenue NW 17th Avenue 146,160 153,717 1.05 1.01 1.04 SR 836 NW 17th Avenue NW 12th Avenue 118,304 131,862 1.11 1.02 1.08 (Dolphin Expressway) NW 12th Avenue Interstate 95 130,900 158,217 1.21 1.04 1.16 Interstate 95 SR 112 SR 836 255,988 319,357 1.25 1.05 1.19 NW 7th Avenue SR 112 SR 836 34,560 44,121 1.28 1.06 1.21 NW 12th Avenue SR 112 SR 836 37,415 43,312 1.16 1.02 1.11 NW 17th Avenue SR 112 SR 836 17,942 21,137 1.18 1.02 1.13 NW 27th Avenue SR 112 SR 836 53,530 58,871 1.10 1.02 1.08 Notes: (1) Peak Season Weekday Average Daily Traffic obtained from the MUATS models. (2) Calculated growth factor for years 2000 and 2030, based on MUATS models. (3) Adjusted growth factor applied to existing volume to obtain 2013 volumes. (4) Adjusted growth factor applied to existing volume to obtain 2030 volumes January 2010 (revised) /ISI\ Kimloy-Nom r and Associates, lnc, City of Miami Health District Regional Activity Center Traffic Analysis LOS Standard The results of level of service (LOS) calculations are compared against the established standards to determine the adequacy of traffic performance. The proposed RAC lies inside the City of Miami's urban infill area (UTA). The City of Miami has adopted the following minimum LOS standards for roadways within this area: Transit Availability Peak Hour LOS Standard No Transit Service LOS E (100% of Capacity) -mile 20 -minute Headway Transit Service within Y2 -mile E+20 (120% of Capacity) Extraordinary Transit Service LOS E+50 (Commuter Rail or Express Bus) within %-mile (150% of Capacity) Please note that SR 112 (Airport Expressway), SR 836 (Dolphin Expressway), and 1-95 are designated as part of the Florida Intrastate Highway System (FIHS). The FIHS is a statewide transportation network that provides for high-speed and high-volume traffic movements within the state. The City of Miami has adopted LOS D as its LOS standard for FIHS facilities, except where exclusive through lanes exist (i.e. 95 Express), FIHS may operate at LOS E. LOS Analysis LOS analysis was performed to assess the conditions in the study area for the current year, 2013, and 2030. Two analysis methodologies were utilized. The first examined only vehicular traffic capacity and the second, consistent with the methodology outlined in the MCNP, examined the person -trip capacity (including transit) for roadway segments (corridors). The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service. The LOS thresholds, measured in volume (v) to capacity (c) ratios, were developed from the 2002 version of FDOT's Quality/Level of Service Handbook. Vehicular Traffic LOS Ana Existing vehicular traffic volumes and levels of service are documented in Table 4.3.1-3. All roadway segments operate within the adopted LOS standards under existing conditions. Vehicular traffic volumes and capacities for 2013 are documented in Table 4.3.1-4. Year 2030 vehicular traffic volumes and capacities are documented in Table 4.3.1-5. All roadway segments continue to exceed their adopted LOS standards under short (2013) and long (2030) term future conditions. January 2010 (revised) 34 IIIIIIIIIIIIIIIIIIIN %j Kimley-Horn IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Person Trips LOS Analysis Existing transit conditions were examined considering the ridership and capacity of the Miami - Dade Transit (MDT) service operating in the study area roadways. MDT staff was contacted to obtain the P.M. peak hour ridership and capacities for the transit routes, and average transit ridership and peak hour transit capacities were determined from the data provided. P.M. peak hour ridership capacity was determined by calculating the average number of buses passing through the study area during one hour of the peak period (4:00 P.M. to 6:00 P.M.) and multiplying it by the capacity per vehicle on each route. MDT staff indicated that the bus routes on each corridor of the study area use the same transit vehicle, leading to the same capacity per vehicle on each route. The total transit vehicle capacity includes both standing and seating capacity. Thirteen Miami -Dade Metrobus routes and the Metrorail presently serve the SR 112, NW 36th Street, SR 836, Interstate 95, NW 7th Avenue, NW 12th Avenue, NW 17th Avenue and the NW 27th Avenue corridors within the study area. No MDT routes operate along SR 836. Table 4.3.1-6 summarizes the existing transit ridership and capacity for these routes during the P.M. peak hour on an average weekday. Existing person -trips volumes and capacities are documented in Table 4.3.1-7. Person -trips analysis accounts for both passenger vehicle and transit service. Passenger vehicle person -trips were determined by using a vehicle occupancy ratio of 1.4 persons per vehicle, for both volumes and capacities. Transit service person -trips volumes and capacities were obtained from the analysis documented in Table 4.3.1-6. As demonstrated in Table 4.3.1-7, all roadway segments have available person -trip capacity under existing conditions. Year 2030 person -trips volumes and capacities are documented in Table 4.3.1-8 and 4.3.2-9. Transit ridership for both future scenarios was determined by applying an adjusted growth factor obtained from the MUATS model to the existing transit ridership. All roadway segments are expected to continue to have available person -trip capacity under future conditions. Conclusion This traffic analysis assessed major roadway segments in the study area identified, which included the roadways within and surrounding the proposed Health District RAC. The analysis included the assessment of vehicular traffic volume and person -trips under existing and future (2030) conditions. The results of the traffic analysis demonstrate that the roadway segments within the study area operate at their adopted level of service standards and there is available person -trip capacity for both existing and year 2030 conditions. Therefore, the transportation system meets the criteria of containing adequate transportation facilities as defined in Rule 9J- 5, F.A.C. January 2010 (revised) 35 IIIIIIIIIIIIIIIIIIIN %1 Kimley-Horn IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Table 4.3.1-3 Existing Traffic Volumes Notes: (1) Adopted Level of Service (LOS) based on Policies TR -1.1.2 and TR -1.1.3 ofthe City of Miami's Comprehensive Neighborhood Master Plan. (2) LOS thresholds obtained from the 2007 Quality/Level of Service, Table 4-4, Generalized Peak Hour Two-way Volumes for Urbanized Areas. (3) LOS thresholds adjusted by Arterial/Non-State Roadway Adjustment for undivided facilities. (4) Volume to Capacity ratio. Capacity based on the threshold for LOS E. (5) Comparison between calculated LOS and adopted LOS standard. January 2010 (revised) /ISI\ Kiray41om r and Associates, lnc, Roadway Segment Existing P.M. of Adopted LOS LOS C LOS D LOSE Peak Hour V/C Level of Meet LOS RoadwayNumber From To Lanes Standard (1) Threshold (2) Threshold (2) Threshold (2) Roadway Ratio (4) Service Standard (s) Volumes (V) NW 27th Avenue NW 22t" Avenue 8 LF D 10,360 13,420 15,240 8,232 0.54 C Yes SR 112 NW 22t" Avenue NW 17th Avenue 8 LF D 10,360 13,420 15,240 6,910 0.45 C Yes (Airport Expressway) NW 17th Avenue Interstate 95 8 LF D 10,360 13,420 15,240 7,310 0.48 C Yes NW 27t"Avenue NW 17th Avenue 4 LU(3) E+50 2,347 2,955 3,107 1,550 0.50 C Yes NW 36th Street NW 17th Avenue Interstate 95 2 LU (3) E+50 1,070 1,460 1,550 1,143 0.74 D Yes SR 836 NW 27t"Avenue NW 17t"Avenue 8 LF D 10,260 13,420 15,240 9,253 0.61 C Yes (Dolphin Expressway) NW 17t"Avenue NW 12th Avenue 8 LF D 10,260 13,420 15,240 9,232 0.61 C Yes NW 12th Avenue Interstate 95 6 LF D 7,600 9,840 11,180 8,555 0.77 D Yes Interstate 95 SR 112 SR 836 10 LF E 13,130 16,980 19,310 13,644 0.71 D Yes NW 7th Avenue SR 112 SR 836 4 LU(3) E+50 2,347 2,955 3,107 2,108 0.68 C Yes NW 12th Avenue SR 112 SR 836 4 LD E+50 2,470 3,110 3,270 1,782 0.54 C Yes NW 17th Avenue SR 112 SR 836 2 LU E+50 1,070 1,460 1,550 1,435 0.93 D Yes NW 27th Avenue SR 112 SR 836 6 LD E+20 3,830 4,680 4,920 4,489 0.91 D Yes Notes: (1) Adopted Level of Service (LOS) based on Policies TR -1.1.2 and TR -1.1.3 ofthe City of Miami's Comprehensive Neighborhood Master Plan. (2) LOS thresholds obtained from the 2007 Quality/Level of Service, Table 4-4, Generalized Peak Hour Two-way Volumes for Urbanized Areas. (3) LOS thresholds adjusted by Arterial/Non-State Roadway Adjustment for undivided facilities. (4) Volume to Capacity ratio. Capacity based on the threshold for LOS E. (5) Comparison between calculated LOS and adopted LOS standard. January 2010 (revised) /ISI\ Kiray41om r and Associates, lnc, City of Miami Health District Regional Activity Center Table 4.3.1-4 Short Term (2013) Traffic Volumes Roadway Roadway Segment From To Number of Lanes Adopted LOS Standard (1) LOS C Threshold (z) LOS D Threshold (z) LOS E Threshold (z) Existing P.M. Peak Hour Roadway Y Volumes Growth Factor (4) 2013 P.M. Peak Hour Roadway Volumes (V) V/C Ratio (s) Level of Service Meet LOS Standard (e) NW 27th Avenue NW 22th Avenue 8 LF D 10,360 13,420 15,240 8,232 1.15 9,450 0.62 C Yes SR 112 (Airport Expressway) NW 22th Avenue NW 17th Avenue 8 LF D 10,360 13,420 15,240 6,910 1.15 7,947 0.52 C Yes NW 17th Avenue Interstate 95 8 LF D 10,360 13,420 15,240 7,310 1.11 8,129 0.53 C Yes NW 27th Avenue NW 17th Avenue 4 LU 3 E+50 2,347 2,955 3,107 1,550 1.07 1,662 0.53 C Yes NW 36th Street NW 17th Avenue Interstate 95 2 LU(3) E+50 1,070 1,460 1,550 1,143 1.11 1,264 0.82 D Yes NW 27th Avenue NW 17th Avenue 8 LF D 10,260 13,420 15,240 9,253 1.01 9,346 0.61 C Yes SR 836 (Dolphin Expressway) NW 17th Avenue NW 12th Avenue 8 LF D 10,260 13,420 15,240 9,232 1.02 9,435 0.62 C Yes NW 12th Avenue Interstate 95 6 LF D 7,600 9,840 11,180 8,555 1.04 8,914 0.80 D Yes Interstate 95 SR 112 SR 836 12 LF E 15,890 20,560 23,360 13,644 1.05 14,326 0.61 C Yes NW 7th Avenue SR 112 SR 836 4 LU(3) E+50 2,347 2,955 3,107 2,108 1.06 2,226 0.72 C Yes NW 12th Avenue SR 112 SR 836 4 LD E+50 2,470 3,110 3,270 1,782 1.02 1,820 0.56 C Yes NW 17th Avenue SR 112 SR 836 2 LU E+50 1,070 1,460 1,550 1,435 1.02 1,469 0.95 E Yes NW 27th Avenue SR 112 SR 836 6 LD E+20 3,830 4,680 4,920 4,489 1.02 4,579 0.93 D Yes Notes: (1) Adopted Level of Service (LOS) based on Policies TR -1.1.2 and TR -1.1.3 of the City of Miami's Comprehensive Neighborhood Master Plan. (2) LOS thresholds obtained from the 2007 Quality/Level of Service, Table 4-4, Generalized Peak Hour Two-way Volumes for Urbanized Areas. (3) LOS thresholds adjusted by Arterial/Non-State Roadway Adjustment for undivided facilities. (4) Growth factor obtained for each roadway segment from MUATS model. (5) Volume to Capacity ratio. Capacity based on the threshold for LOS E. (6) Comparison between calculated LOS and adopted LOS standard. January 2010 (revised) Em"Kimley-Nom and Associates, lnc, City of Miami Health District Regional Activity Center Table 4.3.1-5 Long Term (2030) Future Traffic Volumes Notes: (1) Adopted Level of Service (LOS) based on Policies TR -1.1.2 and TR -1.1.3 of the City of Miami's Comprehensive Neighborhood Master Plan. (2) LOS thresholds obtained from the 2007 Quality/Level of Service, Table 4-4, Generalized Peak Hour Two -Way Volumes for Urbanized Areas. (3) LOS thresholds adjusted by Arterial/Non-State Roadway Adjustment for undivided facilities. (4) Growth factor obtained for each roadway segment from MUATS model. (5) Volume to Capacity ratio. Capacity based on the threshold for LOS E. (6) Comparison between calculated LOS and adopted LOS standard. January 2010 (revised) /ISI\ Kiray-Nom r and Associates, lnc, 2030 Roadway Segment Existing P.M. Adopted LOS C LOS D LOSE P.M. Growth Peak V/C Level Meet Roadway Number LOS Threshold Threshold Threshold Peak Factor Hour Ratio of LOS of Lanes Standard 12) 12) 12) Hour (4) Roadway (5) Service Standard From To 11) Roadway (s) IL Volumes Volumes (V) NW 27th Avenue NW 22th Avenue 8 LF D 10,360 13,420 15,240 8,232 1.57 12,902 0.85 D Yes SR 112 (Airport Expressway) NW 22th Avenue NW 17th Avenue 8 LF D 10,360 13,420 15,240 6,910 1.58 10,883 0.71 D Yes NW 17th Avenue Interstate 95 8 LF D 10,360 13,420 15,240 7,310 1.43 10,448 0.69 D Yes NW 27th Avenue NW 17th Avenue 4 LU(3) E+50 21347 2,955 3,107 1,550 1.28 1,978 0.64 C Yes NW 36th Street NW 17th Avenue Interstate 95 2 LU(3) E+50 1,070 1,460 1,550 1,143 1.41 1,607 1.04 E+50 Yes NW 27th Avenue NW 17th Avenue 8 LF D 10,260 13,420 15,240 9,253 1.04 9,608 0.63 C Yes SR 836 (Dolphin Expressway) NW 17th Avenue NW 12th Avenue 8 LF D 10,260 13,420 15,240 9,232 1.08 10,011 0.66 C Yes NW 12th Avenue Interstate 95 6 LF D 7,600 9,840 11,180 8,555 1.16 9,932 0.89 E Yes Interstate 95 SR 112 SR 836 12 LF E 15,890 20,560 23,360 13,644 1.19 16,259 0.70 D Yes NW 7th Avenue SR 112 SR 836 4 LU(3) E+50 2,347 2,955 3,107 2,108 1.21 2,561 0.82 D Yes NW 12th Avenue SR 112 SR 836 4 LD E+50 2,470 3,110 3,270 1,782 1.11 1,981 0.61 C Yes NW 17th Avenue SR 112 SR 836 2 LU E+50 1,070 1,460 1,550 1,435 1.131,616 1.04 E+50 Yes NW 27th Avenue SR 112 SR 836 6 LD E+20 3,830 4,680 4,920 4,489 1.08 4,833 0.98 E Yes Notes: (1) Adopted Level of Service (LOS) based on Policies TR -1.1.2 and TR -1.1.3 of the City of Miami's Comprehensive Neighborhood Master Plan. (2) LOS thresholds obtained from the 2007 Quality/Level of Service, Table 4-4, Generalized Peak Hour Two -Way Volumes for Urbanized Areas. (3) LOS thresholds adjusted by Arterial/Non-State Roadway Adjustment for undivided facilities. (4) Growth factor obtained for each roadway segment from MUATS model. (5) Volume to Capacity ratio. Capacity based on the threshold for LOS E. (6) Comparison between calculated LOS and adopted LOS standard. January 2010 (revised) /ISI\ Kiray-Nom r and Associates, lnc, City of Miami Health District Regional Activity Center Table 4.3.1-6 Existing Transit Ridership Trips Notes (1) Routes 6, 22, 32 do not operate on or within 1/4 mile of a study area roadway segment and, therefore, were not included in the analysis. (2) Routes 21 and M do not operate on the entire length of a study area roadway segment and, therefore, were not included in the analysis. (3) Route 246 does not operate during the P.M. peak hour and, therefore, was not included in the analysis. (4) Bi-directional ridership obtained from the Route Profile Report provided by Miami -Dade Transit (MDT). (5) Average Vehicle Capacity includes seated and standing passengers, provided by MDT. (6) Capacity based on vehicles per hour multiplied by average vehicle capacity. (7) P.M. Peak Hour Ridership divided by P.M. Peak Hour Capacity January 2010 (revised) /ISI\ Kiray-Nom r and Associates, lnc, Existing Ridership ° Roadway Fro To (1, z, B) Route person per vehicles per P.M. Peak Hour Average Vehicle P.M. Peak Hour (6) V/C Ratio (7) Ridership Capacity(s) Capacity vehicle hour 95 21 2 42 53 NW 27th Avenue NW 22th Avenue 8,170 0.40 MetroRail 200 16 3,200 504 SR 112 (Airport Expressway) 95 21 2 42 53 NW 22th Avenue NW 17th Avenue 8,170 0.40 MetroRail 200 16 3,200 504 95 21 2 42 53 NW 17th Avenue Interstate 95 8,170 0.40 MetroRail 200 16 3,200 504 36 NW 36th Street NW 27th Avenue NW 17th Avenue 23 14 322 53 742 0.43 110 36 NW 17th Avenue Interstate 95 23 15 345 53 795 0.43 110 NW 27th Avenue NW 17th Avenue - - - - - - - SR 836 (Dolphin Expressway) NW 17th Avenue NW 12th Avenue NW 12th Avenue Interstate 95 - - - - - - - Interstate 95 SR 112 SR 836 95 11 4 44 53 212 0.21 NW 7th Avenue SR 112 SR 836 2�7 21 22 462 53 1,166 0.40 12 13 4 52 53 NW 12th Avenue SR 112 SR 836 8,276 0.39 MetroRail 200 16 3,200 504 NW 17th Avenue SR 112 SR 836 17 18 9 162 53 477 1 0.34 NW 27th Avenue SR 112 SR 836 27 12 8 96 53 424 1 0.23 Notes (1) Routes 6, 22, 32 do not operate on or within 1/4 mile of a study area roadway segment and, therefore, were not included in the analysis. (2) Routes 21 and M do not operate on the entire length of a study area roadway segment and, therefore, were not included in the analysis. (3) Route 246 does not operate during the P.M. peak hour and, therefore, was not included in the analysis. (4) Bi-directional ridership obtained from the Route Profile Report provided by Miami -Dade Transit (MDT). (5) Average Vehicle Capacity includes seated and standing passengers, provided by MDT. (6) Capacity based on vehicles per hour multiplied by average vehicle capacity. (7) P.M. Peak Hour Ridership divided by P.M. Peak Hour Capacity January 2010 (revised) /ISI\ Kiray-Nom r and Associates, lnc, City of Miami Health District Regional Activity Center Table 4.3.1-7 Current Person Trips Roadway From To No. Lanes Level of Service Standard Peak Season P.M. Peak Hour Roadway Volumes Vehicles Person Trips(') P.M. Peak Hour Transit Ridership(Z) Person Trips P.M. Peak Hour Total Volume (V)(3) Person Trips Peak Season P.M. Peak Hour Roadway Capacity Vehicles(4) Person Trips(') P.M. Peak Hour Transit Capacity (s) Person Trips P.M. Peak Hour Total Capacity (C)(6) Person Trips V/C Ratio Level of Service Meet LOS Standard NW 27th Avenue NW 22th Avenue 8 LF D 8,232 11,525 3,242 14,767 15,240 21,336 8,170 29,506 0.50 C Yes SR 112 (Airport Expressway) NW 22th Avenue NW 17th Avenue 8 LF D 6,910 9,674 3,242 12,916 15,240 21,336 8,170 29,506 0.44 C Yes NW 17th Avenue Interstate 95 8 LF D 7,310 10,234 3,242 13,476 15,240 21,336 8,170 29,506 0.46 C Yes NW 27th Avenue NW 17th Avenue 4 LU E+50 1,550 2,170 322 2,492 3,107 4,349 742 5,091 0.49 C Yes NW 36th Street NW 17th Avenue Interstate 95 2 LU E+50 1,143 1,600 345 1,945 1,550 2,170 795 2,965 0.66 C Yes NW 27th Avenue NW 17th Avenue 8 LF D 9,253 12,954 - 12,954 15,240 21,336 - 21,336 0.61 C Yes SR 836 (Dolphin Expressway) NW 17th Avenue NW 12th Avenue 8 LF D 9,232 12,925 12,925 15,240 21,336 21,336 0.61 C Yes NW 12th Avenue Interstate 95 6 LF D 8,555 11,977 - 11,977 11,180 15,652 - 15,652 0.77 D Yes Interstate 95 SR 112 SR 836 10 LF E 13,644 19,102 44 19,146 19,310 27,034 212 27,246 0.70 D Yes NW 7th Avenue SR 112 SR 836 4 LU E+50 2,108 2,951 462 3,413 3,107 4,349 1,166 5,515 0.62 C Yes NW 12th Avenue SR 112 SR 836 4 LD E+50 1,782 2,495 3,252 5,747 3,270 4,578 8,276 12,854 0.45 C Yes NW 17th Avenue SR 112 SR 836 2 LU E+50 1,435 2,009 162 2,171 1,550 2,170 477 2,647 0.82 D Yes NW 27th Avenue SR 112 SR 836 6 LD E+20 4,489 6,285 96 6,381 4,920 6,888 424 7,312 0.87 D Yes Notes (1) Person trips based on a vehicle occupancy ratio of 1.4. (2) Ridership per roadway segment obtained from Table 4.3.1-6, includes Metrobus and Metrorail service. (3) Summation of roadway volume person trips and transit person trips (4) Roadway Capacity based on threshold for LOS E, provided in Table 4.3.1-4. (5) Transit Capacity per roadway segment obtained from Table 4.3.1-6. (6) Summation of roadway volume person trip capacity and transit person trip capacity. (7) LOS based on thresholds established in Table 4.3.1-3. January 2010 (revised) /ISI\ Kimley-Nom r and Associates, lnc, City of Miami Health District Regional Activity Center Table 4.3.1-8 Short Term (2013) Future Person Trips Notes: (1) Person trips based on a vehicle occupancy ratio of 1.4. (2) Ridership per roadway segment obtained from Table 4.3.1-6 includes Metrobus and Metrorail service. (3) Transit ridership growth factor based on data from the MUATS years 2000 and 2030 models. (4) Summation of 2013 roadway volume person trips and 2013 transit person trips. (5) Roadway Capacity based on threshold for LOS E. (6) Transit Capacity per roadway segment obtained from Table 4.3.1-6. (7) Summation of roadway volume person trip capacity and transit person trip capacity. (8) LOS based on thresholds established in Table 4.3.1-3. January 2010 (revised) /ISI\ Kiray-Nom r and Associates, lnc, 2013 2013 Peak Existing 2013 P.M. P.M. Season P.M. P.M. Peak Peak Hour P.M. Peak Peak Season P.M. 2013 P.M.Peak Transit Hour Total Peak Hour Level No. Level of Peak Hour Hour Ridership Volume Peak Hour Transit Hour V/C of Meet Roadway From To Service Roadway Transit Roadway Capacity (6) Total LOS Lanes ( 2) Growth Factor (V)(4) Capacity Ratio Service Standard Volumes Ridership Capacity (8) Standard 1.081(3) (C)(7) Vehicles Person Person Person Person Vehicles(s) Person Person Person Trips(1) Trips Trips Trips Trips(1) Trips Trips NW 27th Avenue NW 22th Avenue 8 LF D 9,450 13,230 3,242 3,505 16,735 15,240 21,336 8,170 29,506 0.57 C Yes SR 112 NW 22th Avenue NW 17th Avenue 8 LF D 7,947 11,125 3,242 3,505 14,630 15,240 21,336 8,170 29,506 0.50 C Yes (Airport Expressway) NW 17th Avenue Interstate 95 8 LF D 8,129 11,380 3,242 3,505 14,885 15,240 21,336 8,170 29,506 0.50 C Yes NW 27th Avenue NW 17th Avenue 4 LU E+50 1,662 2,326 322 348 2,674 3,107 4,349 742 5,091 0.53 C Yes NW 36th Street NW 17th Avenue Interstate 95 2 LU E+50 1,264 1,770 345 373 2,143 1,550 2,170 795 2,965 0.72 D Yes NW 27th Avenue NW 17th Avenue 8 LF D 9,346 13,084 - - 13,084 15,240 1 21,336 - 21,336 0.61 C Yes SR 836 NW 17th Avenue NW 12th Avenue 8 LF D 9,435 13,209 13,209 15,240 21,336 21,336 0.62 C Yes (Dolphin Expressway) NW 12th Avenue Interstate 95 6 LF D 8,914 12,480 12,480 11,180 15,652 15,652 0.80 D Yes Interstate 95 SR 112 SR 836 12 LF E 14,326 20,057 44 48 20,104 23,360 32,704 212 32,916 0.61 C Yes NW 7th Avenue SR 112 SR 836 4 LU E+50 2,226 3,116 462 499 3,616 3,107 4,349 1,166 5,515 0.66 C Yes NW 12th Avenue SR 112 SR 836 4 LD E+50 1,820 2,548 3,252 3,515 6,063 3,270 4,578 8,276 12,854 0.47 C Yes NW 17th Avenue SR 112 SR 836 2 LU E+50 1,469 2,057 162 175 2,232 1,550 2,170 477 2,647 0.84 D Yes NW 27th Avenue SR 112 SR 836 6 LD E+20 4,579 6,410 96 104 6,514 4,920 6,888 424 7,312 0.89 D Yes Notes: (1) Person trips based on a vehicle occupancy ratio of 1.4. (2) Ridership per roadway segment obtained from Table 4.3.1-6 includes Metrobus and Metrorail service. (3) Transit ridership growth factor based on data from the MUATS years 2000 and 2030 models. (4) Summation of 2013 roadway volume person trips and 2013 transit person trips. (5) Roadway Capacity based on threshold for LOS E. (6) Transit Capacity per roadway segment obtained from Table 4.3.1-6. (7) Summation of roadway volume person trip capacity and transit person trip capacity. (8) LOS based on thresholds established in Table 4.3.1-3. January 2010 (revised) /ISI\ Kiray-Nom r and Associates, lnc, City of Miami Health District Regional Activity Center Table 4.3.1-9 Long Term (2030) Future Person Trips Notes (1) Person trips based on a vehicle occupancy ratio of 1.4. (2) Ridership per roadway segment obtained from Table 4.3.1-6, includes Metrobus and Metrorail service. (3) Transit ridership growth factor based on data from the MUATS years 2000 and 2030 models. (4) Summation of 2030 roadway volume person trips and 2030 transit person trips. (5) Roadway Capacity based on threshold for LOS E. (6) Transit Capacity per roadway segment obtained from Table 4.3.1-6. (7) Summation of roadway volume person trip capacity and transit person trip capacity. (8) LOS based on thresholds established in Table 4.3.1-3. January 2010 (revised) /ISI\ Kiray-Nom r and Associates, lnc, Existing 2030 P.M. P.M. Peak Hour P.M. Peak 2030 P.M. 2030 P.M. 2030 Peak Season Peak Transit Hour Peak Season P.M. Peak Hour Peak Hour Level No. Level of P.M. Peak Hour Hour Ridership Total Peak Hour Transit Total V/C of Meet LOS Roadway From To Lanes Service Roadway Volumes Transit Growth Volume Roadway Capac ity Capacity (6) (7) Capacity (C) Ratio Service Standard Standard RidershipFactor ($) (2) 1.355 (3) 1V)(4) Vehicles Person (1) Person Person Person Vehicles s) Person (1) Person Trips Person Trips Trips Trips Trips Trips Trips NW 27th Avenue NW 22th Avenue 8 LF D 12,902 18,063 3,242 4,393 22,456 15,240 21,336 8,170 29,506 0.76 D Yes SR 112 NW 22th Avenue NW 17th Avenue 8 LF D 10,883 15,237 3,242 4,393 19,629 15,240 21,336 8,170 29,506 0.67 C Yes (Airport Expressway) NW 17th Avenue Interstate 95 8 LF D 10,448 14,628 3,242 4,393 19,021 15,240 21,336 8,170 29,506 0.64 C Yes NW 27th Avenue NW 17th Avenue 4 LU E+50 1,978 2,769 322 436 3,205 3,107 4,349 742 5,091 0.63 C Yes NW 36th Street NW 17th Avenue Interstate 95 2 LU E+50 1,607 2,250 345 467 2,718 1,550 2,170 795 2,965 0.92 D Yes NW 27th Avenue NW 17th Avenue 8 LF D 9,608 13,451 - - 13,451 15,240 21,336 - 21,336 0.63 C Yes SR 836 NW 17th Avenue NW 12th Avenue 8 LF D 10,011 14,015 14,015 15,240 21,336 21,336 0.66 C Yes (Dolphin Expressway) NW 12th Avenue Interstate 95 6 LF D 9,932 13,905 13,905 11,180 15,652 - 15,652 0.89 E Yes Interstate 95 SR 112 SR 836 12 LF E 16,259 22,763 44 60 22,822 23,360 32,704 212 32,916 0.69 D Yes NW 7th Avenue SR 112 SR 836 4 LU E+50 2,561 3,585 462 626 4,211 3,107 4,349 1,166 5,515 0.76 D Yes NW 12th Avenue SR 112 SR 836 4 LD E+50 1,981 2,774 3,252 4,406 7,181 3,270 4,578 8,276 12,854 0.56 C Yes NW 17th Avenue SR 112 SR 836 2 LU E+50 1,616 2,262 162 220 2,481 1,550 2,170 477 2,647 0.94 D Yes NW 27th Avenue SR 112 SR 836 6 LD E+20 4,833 6,766 96 130 6,896 4,920 6,888 424 7,312 D Yes Notes (1) Person trips based on a vehicle occupancy ratio of 1.4. (2) Ridership per roadway segment obtained from Table 4.3.1-6, includes Metrobus and Metrorail service. (3) Transit ridership growth factor based on data from the MUATS years 2000 and 2030 models. (4) Summation of 2030 roadway volume person trips and 2030 transit person trips. (5) Roadway Capacity based on threshold for LOS E. (6) Transit Capacity per roadway segment obtained from Table 4.3.1-6. (7) Summation of roadway volume person trip capacity and transit person trip capacity. (8) LOS based on thresholds established in Table 4.3.1-3. January 2010 (revised) /ISI\ Kiray-Nom r and Associates, lnc, City of Miami Health District Regional Activity Center 4.3.2 Potable Water Potable Water Facilities The City of Miami receives potable water service through the Miami -Dade Water and Sewer Department (WASD). The water service area is divided into three subareas, with the proposed Health District RAC being located within the Hialeah -Preston subarea. The water service area is comprised of dedicated low-pressure pipelines, remote storage tanks, pumping facilities and high pressure systems, and serves the Cities of Miami, Miami Springs, Hialeah and portions of unincorporated northeastern Miami -Dade County, generally north of Flagler Street. The Hialeah -Preston subarea is served by four water supply wellfields, with a total designed capacity of approximately 295 million gallons per day (mgd). There are also four abandoned wells that have been rehabilitated and could be used if an emergency arises. Table 4.3.2-1 identifies the design capacity of each wellfield. Table 4.3.2-1 LOS Acreage Requirements Wellfield Design Capacity Number of Wells Preston 53.28 7 Hialeah 12.54 3 Miami Springs 79.30 20 Northwest 149.35 15 Total 294.47 45 Medley(@) 43.20 4 (a)Recently restored wells available during an emergency The Hialeah and John E. Preston water treatment plants (WTP) service the subarea. These facilities are adjacent to each other and share interconnected source water and finished water storage capacity. The Hialeah WTP has a current rated capacity of 60 mgd, with plans to rerate and upgrade to a capacity of 70 mgd, if necessary. The John E. Preston WTP has a current rated capacity of 165 mgd. To offset the increased demand for potable water through 2030, WASD has planned several alternative water supply projects within the Hialeah -Preston Service Area. The alternative water supply projects include the construction of a new upper Floridan January 2010 (revised) 43 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Aquifer reverse osmosis (RO) water treatment plant and two Floridan Aquifer blending wells to supply raw water to the Hialeah -Preston Water Treatment Plant complex. The RO plant is expected to be in the northern part of the County (i.e. Hialeah) and will be constructed with an initial capacity of 10 mgd, with phased capacity expansion. Final completion of the RO plant is scheduled for year 2028 with a total capacity of 17.5 mgd. Blending wells are also being constructed at the Hialeah -Preston Water Treatment Plant to increase the average annual daily flow (AADF) capacity by 4.7 MGD. This additional capacity is produced by blending the Floridan Aquifer water with the raw water supply. This project is currently under construction by the WASD and should be complete in 2010. Potable Water LOS The adopted potable water LOS is 155 gallons per capita per day. Potable water LOS standards have been met and are anticipated to remain in compliance through 2030. The WASD plans, and is in the process of undertaking, future conservation efforts and alternative water supply reuse/reclaimed water projects to maintain LOS standards and lessen per capita water usage. Table 4.3.2-2 identifies projected water use per capita per day through 2030. Table 4.3.2-2 Water Use through 2030 Year Population Adjusted Finished Water Use (gpcd) 2007 2,250,944 154.52 2012 2,349,221 151.69 2017 2.48715 19 149.97 2022 2,609,268 148.69 2027 2,731,018 147.82 2030 2,804,068 148.00 The Water and Sewer Department's Waster Supply Facilities Work Plan also identifies the projected usage and population by municipality. Through 2030, the City of Miami is projected to maintain a potable water usage of 155 gallons per capita per day (gpcd). Potable Water Connection Charge January 2010 (revised) 44 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center The WASD charges a connection charge rate (impact fee) of $1.39 quarterly per average daily gallon. These funds help defray costs associated with usage of the infrastructure and services provided by WASD. 4.3.3 Sanitary Sewer Sanitary Sewer Facilities The sanitary sewer network within the City of Miami is an interconnected county -wide system. The City's Departments of Public Works and Planning and Zoning cooperate with Miami -Dade County Water and Sewer Department to jointly develop methodologies and procedures for biannually updating estimates of the system's capacity and the demand for sanitary sewer service. According to the County, the system wide capacity of the County's wastewater treatment system is 352.50 mgd, which exceeded average daily demand of 310.81 mgd. The County has maintained adequate system capacity to meet demand. The County has programmed $1.3 billion in capital sanitary sewer projects to ensure its ability to continue to provide the capacity needed to address both the existing and projected demand for sanitary sewer service. Sanitary Sewer LOS The City has met its LOS standard for sanitary sewer and does not anticipate any LOS issues through 2030. The County's programmed capital improvements and the City's continued implementation of land development regulations, permitting processes, and the concurrency management system should ensure that the adopted Sanitary Sewer Level of Service Standard is met. 4.3.4 Stormwater and Aquifer Recharge Storm water Facilities Under the City's Concurrency Management System, the issuance of any development permit requires compliance with the stormwater LOS standard of a one -in -five-year storm event while incorporating water quality considerations. The City ensures that adequate storm sewer capacity exists to meet the adopted LOS Standard. Additionally, the City has a development impact fee which assesses new development with its fair share of the costs associated with providing infrastructure to meet increased demand. January 2010 (revised) 45 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Storm water LOS The City continues to meet its LOS standard for storm sewer capacity and does not anticipate LOS issues through 2030. To continue to enhance its public stormwater facilities, the City has programmed several stormwater related projects in its capital improvement program including a Storm Drainage Master Plan Update at a cost of $600,000. Aquifer Recharge The City will work to enhance the aquifer recharge through the implementation of its 10 -year water supply plan, consistent with Miami -Dade County and the South Florida Water Management District (SFWMD). 4.3.5 Solid Waste Solid Waste Facilities The City's Solid Waste Department is charged with the collection and transfer of solid waste in the City. Miami -Dade County provides the City with facilities for the disposal of solid waste. Miami -Dade County has programmed more than $75 million in solid waste disposal projects to address demand and to expand capacity. Solid Waste LOS Solid waste collection services shall maintain a LOS standard of seven pounds per person per day and/or at the generation rate of 1.28 tons per resident per year. The County's solid waste disposal system has the capacity to meet solid waste disposal demand through 2011. The City continues to maintain its LOS Standard for solid waste. The City does not anticipate LOS issues through 2030. At this time the City has programmed approximately $2.5 million for solid waste collection equipment. Solid Waste Impact Fee The City, through its permitting processes, land development regulations, and concurrency management system, ensures that adequate solid waste collection capacity exists to meet the adopted LOS Standard. The City has a development impact fee which assesses new development with its fair share of the costs associated with providing solid waste infrastructure and services to meet increased demand. January 2010 (revised) 46 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center 4.3.6 Recreation and Open Space Recreation and Open Space Facilities The City of Miami's Department of Parks and Recreation maintains a system of over 100 parks and park sites providing 704 acres of recreation and open space to City residents, visitors and businesses. These parks include: • 2 dog parks • 6 special use parks • 8 nature parks • 27 mini -parks • 32 community/neighborhood parks Recreation and Open Space LOS The City's adopted LOS standard for recreation open space is 1.3 acres of public parks per 1,000 residents. According to the 2000 Census, the City of Miami has 362,470 residents. The City of Miami currently provides 1.94 acres of recreation and open space per 1,000 residents. The City has met its LOS standard for recreation open space between 1995 and 2005, and has not had to delay or prohibit development or redevelopment due to recreation and open space issues. As demonstrated in Table 4.3.5-1, the City will continue to meet the adopted LOS standard through 2025 based on the City's population projections. Table 4.3.5-1 LOS Acreage Requirements Year Population Acreage Required 2000 362,470 471 2005 368,479 479 2015 380,921 495 2025 391,912 509 The City, through its permitting processes, land development regulations, and concurrency management system, will continue to ensure that adequate recreation and open space acreage exists to meet the adopted LOS standard of 1.3 acres per 1,000 residents. Recreation and Open Space Impact Fee To ensure that the Recreation and Open Space LOS standard continues to be maintained, the City has a development impact fee which assesses new development January 2010 (revised) 47 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center with its fair share of the costs associated with providing infrastructure and services to meet increased demand. In addition, Miami -Dade County's "Building Better Communities" bond is anticipated to provide additional funding for park projects in the City. These provisions will apply to future development within the proposed Health District RAC. 4.3.7 Public Schools Public School Attendance Miami -Dade Public Schools ("School District") identifies the public schools that students will attend using geographic attendance boundaries. The proposed Health District RAC is located within the attendance boundaries of the public schools referenced in Table 4.3.7-1 below. The public school students residing within the proposed Health District RAC will attend these schools, with Miami Jackson Senior High serving as the primary high school. Only a small portion of the proposed Health District RAC, located between NW 7th Avenue and 1-95, is currently served by Booker T. Washington Senior High. Although these schools are designated to serve current and future students residing within the proposed Health District RAC, the attendance boundaries are subject to change by the School District. Boundary changes are generally due to factors such as statutory requirements to maximize school utilization or shifting capacity to accommodate new student growth. Table 4.3.7-1 Public Schools Serving Health District Schools Location 505 NW 20th Street Paul L. Dunbar Elementary Miami, Florida 33127 2153 NW 3rd Street Citrus Grove Middle Miami, Florida 33125 1751 NW 36th Street Miami Jackson Senior High Miami, Florida 33142 1200 NW 6th Avenue Booker T. Washington Senior High Miami, Florida 33136 Source: Miami -Dade County Public Schools GIS, January 2009. Public School Utilization To determine the available capacity of a particular school, the School District compares the school's enrollment to its respective Florida Inventory of School Houses (FISH) capacity and calculates the school's utilization percentage. The adopted level of service (LOS) standard for all Miami -Dade County Public School facilities is 100% utilization of January 2010 (revised) 48 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center FISH capacity (including relocatable classrooms). The LOS standard is applicable in each public school concurrency service area (CSA), which are defined as the public school attendance boundaries and established by the School District. Table 4.3.7-2 indicates the 2008-09 enrollment, FISH capacity and utilization of the schools identified in Table EINVION Table 4.3.7-2 Enrollment, FISH Capacity and Utilization Source: Miami -Dade County Public Schools, 2008-2009 Work Plan. The schools currently identified to serve students within the proposed Health District RAC are operating well below the adopted LOS standard of 100%. Due to the existing surplus of available capacity, no capacity improvements are programmed for these schools within the School District's 2008-2009 Facilities Work Program. Public School Concurrency As of April 25, 2008, development applications submitted to the City of Miami which include a residential component are reviewed for compliance with school concurrency requirements. A school concurrency review is not necessary at this time for the proposed RAC designation, since the proposed Health District RAC serves as an overlay designation and the land uses will remain as identified on the City's Future Land Use Map. As residential development is contemplated within the proposed RAC, it will be tested for school concurrency compliance as a part of the review and approval process administered by the City of Miami in conjunction with the School District. January 2010 (revised) 49 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. 08/09 08/09 08/09 Schools Enrollment FISH Utilization Capacity Paul L. Dunbar Elementary 453 827 55% Citrus Grove Middle 1,026 1,481 69% Miami Jackson Senior High 1,083 2,332 46% Booker T. Washington Senior High 1,323 2,184 61% Source: Miami -Dade County Public Schools, 2008-2009 Work Plan. The schools currently identified to serve students within the proposed Health District RAC are operating well below the adopted LOS standard of 100%. Due to the existing surplus of available capacity, no capacity improvements are programmed for these schools within the School District's 2008-2009 Facilities Work Program. Public School Concurrency As of April 25, 2008, development applications submitted to the City of Miami which include a residential component are reviewed for compliance with school concurrency requirements. A school concurrency review is not necessary at this time for the proposed RAC designation, since the proposed Health District RAC serves as an overlay designation and the land uses will remain as identified on the City's Future Land Use Map. As residential development is contemplated within the proposed RAC, it will be tested for school concurrency compliance as a part of the review and approval process administered by the City of Miami in conjunction with the School District. January 2010 (revised) 49 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center 4.4 Proximity and Access to Interstate/Arterial Roadways The final criterion is that the area is proximate and accessible to interstate or major arterial roadways. As illustrated in the following map, the proposed Health District RAC is immediately adjacent to Interstate 95 and SR 836 (Dolphin Expressway). The area is accessed by two interchanges with SR 836 that are directly connected to Interstate 95 to the east. The area is also well served by an integrated street network which includes arterial roadways and local access streets. A major focus of the transportation system in this area is on multi -modal transportation options. The previous section discussed the performance of the transportation system within the District, the projected performance and the committed capital improvement projects. Figure 4.4-1 Street Network January 2010 (revised) 50 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Just as important as the Health District's roadway system is the District's multimodal transportation system. The area is well served by several transit services including Metrorail and Miami -Dade Transit's (MDT) Metrobus. There are also additional transportation services being planned which include a streetcar and a local circulator service. The Health District is served by 10 existing MDT routes and one Metrorail route, including the Civic Center Metrorail Station, located at the core of the Health District. Figure 4.4-2 and the corresponding table illustrate the transit routes and the schedule of operation for the MDT Metrobus and Metrorail routes currently serving the Health District. The City of Miami, working with the Health District stakeholders, is strategically planning the transportation system for the District. The planning efforts are focusing on the transit services, connections, gateways, wayfinding, and parking. Associated efforts also include improving the pedestrian environment by providing a dedicated pedestrian and bicycle path, a health walk, and addressing the aesthetics of the corridors within the Health District. January 2010 (revised) 51 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Figure 4.4-2 Transit System Serving Health District RAC Route �, r •. a r- . Operation Operation 12 Northside to Mercy Hospital Sun -Sat 4:40 am —12:36 am NW 183rd St. and 7th Ave. to Vizcaya Metrorail System Sun - Sat 4:48 am —1:43 am Northside to Downtown Bus Terminal Sun - Sat 5:02 am —12:17 am N. Miami Beach to Coconut Grove Sun - Sat 4:38 am —12:36 am Carol City to Omni Sun - Sat 4:43 am —12:26 am NW 199th Street to Government Center Sun - Sat 4:31 am —1:59 am Golden Glades to Government Center Mon - Fri 5:27 am — 7:52 am Q North Miami Beach to Allapattah Sun - Sat 10:30 pm — 6:38 am Golden Glades to Government Center Man - Fri 5:05 am — 7:29 am Santa Clara to Mt. Sinai Sun - Sat 5:43 am —10.34 am Palmetto to Dadeland South Sun -Sat 5:00 am —12:48 am January 2010 (revised) 52 C=F1 Kimley-Horn and Associates, Inc. City of Miami Health District Regional Activity Center 5.0 Health District RAC —Goals The purpose and justification of the proposed Health District RAC is further reinforced by the four goals the City set out to achieve through the designation of this regional activity center, which are as follows: • Goal 1: Establish a Functional Land Planning Unit • Goal 2: Provide for Mixed -Use Development Opportunities • Goal 3: Enhance the Transit -Oriented Development • Goal 4: Create Quality Employment Opportunities Each of these goals highlights the benefits and direction of the RAC and its support of the Health District. Goal 1: Establish a Functional Land Planning Unit The proposed Health District RAC furthers the established functional planning unit of the Health District designation within the MCNP. The District establishes standards and principles that promote flexibility of design and permits planned diversification and integration of uses and structures. The design standards and development procedures for the Regional Activity Center are further defined and regulated through the City's Zoning Code. Goal 2: Provide for Mixed -Use Development Opportunities The Health District RAC is a 415 -acre area in the City of Miami's urban core. The area is a mixture of public, institutional, educational, commercial, and residential uses. The proposed RAC designation is a valuable tool to facilitate the development and redevelopment of this area to promote its function as a mixed-use center of the community. The future land use designations within the proposed Health District RAC provide opportunities for a mixture of high density and intensity uses in the majority of land use categories within the Health District. This is further supported by the City's Zoning Code which provides opportunities for a balanced mix of uses. To complement the land use and zoning provisions, the master plans for many of the Health District stakeholders propose a balance of uses including residential, office, retail, cultural, recreational and entertainment facilities, hotels and motels; major institutional and public facilities, including research facilities, and appropriate industrial January 2010 (revised) 53 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center activities. All of these components combine to provide the greatest opportunity for a mixed-use development of the area. Goal 3: Enhance Transit -Oriented Development As development has occurred in the Miami Health District, a major focus of the City has been to reduce and/or better manage regional traffic congestion in and around the Health District by enhancing public transportation, and encouraging pedestrian and bicycle circulation. Public transportation plays a significant role in managing the existing and potential vehicle trips to and from the District. The Health District is currently served by MDT Metrobus, the Metrorail, and additional transportation services are being planned including a street car and a local circulator service. The proposed street car and local circulator services will only enhance the existing public transportation and provide a finer network of mobility. Goal 4: Creation of Quality Employment Opportunities Future development projects within the proposed Health District RAC are expected to J r- create thousands of jobs as NET •• accessible to residents of the Health District surrounding neighborhoods and Regional Activity Center the region. The Health District is -' within the Allapattah _ ;: _ .� . neighborhood and is also adjacent or in close proximity to the Wynwood, Overtown, and Little Haiti neighborhoods. All of these areas have suffered from disinvestment and job loss over the years. Development within the Health District will provide employment opportunities and economic growth to help stabilize the existing neighborhoods. The development within the proposed Health District RAC will further enhance the local economies and livability of the surrounding neighborhoods, create thousands of new jobs, and promote further revitalization of the area. January 2010 (revised) Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. 54 City of Miami Health District Regional Activity Center 6.0 City of Miami Zoning Code — Health District 6.1 Current Zoning —Ordinance 11000 The majority of the Health District is located within the SD -10 Medical Health Care, Hospital and Research Park Overlay District, also titled the Jackson Memorial Hospital Medical Center Overlay District, as illustrated in Figure 6.1-1. The area is of special and substantial public interest because it comprises various hospital and health care facilities and related functions, the majority of which are governed by the Public Health Trust of Dade County and the University of Miami Miller School of Medicine, or other entities which together provide the highest level of medical care to the public and private patients of Dade County and the City of Miami. The intent of the SD -10 Overlay District is to support the delivery of health care to the community. The public interest of health care needs warrant certain allowances for increased development intensities as permitted within the SD -10 Overlay District. To qualify for the increased intensity, the underlying zoning designation of the site must be Government and Institutional (G/1) or Liberal Commercial (C-2), and the proposed uses must be government or institutional. The development standards for the SD -10 Overlay District include increased intensities in the areas of height, floor area ratio, and building footprint. January 2010 (revised) 55 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Figure 6.1-1 Ordinance 11000 —Zoning Atlas ID 7___ 'r e1 fl .•x Ery � _ r a _i V 419 MX I - YdAM 416 XIH - ', --V WW L MX mY.nq+11R�MH• — — — - — — — — — — — - — — — — : — — — — .. — — -< January 2010 (revised) 56 PPI MrjKimleyHorn ► IIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center 6.2 Proposed Zoning — Miami 21 The City is also in the process of replacing the Zoning Code (Ordinance 11000) with "Miami of the 21st Century (Miami 21). Miami 21 entails a holistic approach to land use and urban planning. It provides a clear vision for the City that is supported by specific guidelines and regulations so that future generations will reap the benefits of well- balanced neighborhoods and rich quality of life. Miami 21 takes into account all of the integral factors that make each area within the City a unique, vibrant place to live, learn, work and play. The Miami 21 Code is a form -based code guided by tenets of New Urbanism and Smart Growth." (City of Miami, http://www.miami2l.org/) It also adopts the Miami 21 Atlas, which acts as the official Zoning Atlas for the Miami 21 area. The Miami 21 Atlas designates a Transect Zone for all lands within the City. Figure 6.2-1 below indicates the proposed Miami 21 designations within the area encompassed by the Health District RAC. Figure 6.2-1 Miami 21— Proposed Zoning Atlas IRE '■�■I��� �1■■ L� `__Wd IIII:e■ Q'+ � E ■Illll�! �' � 1■ �11■ �Ifn11 �, — ■111[1■■� : • � ~ 1 .'.1a,1■ _ IIID Illy oiI� , � 11■I■rllli 14 # "11�' �■111 . � �� IIID ■III l ''- ■� �; �'� ■ _■ IIIII� �■111111. _� f� �� 111 � ." � ,■ �� _ �■: 111111 r� � ,� Illll � ■� � i„ - =� — , IIIII! =1111 .�_ �r� :: • �. _ , �■ ■����� Ilw 1111L� � uRs It. 1111111 3 ■ ■1•i tl■Ilii ' ■ QuadrantNorth CI -HD = Civic Institution — Health District T6-8 = Urban Core; O = Open, R = Restricted, L = Limited T5 -L = Urban Center; Limited D1 = Work Place CS = Civic Space/Parks 0 Health District RAC Boundary January 2010 (revised) 57 ►IM© Kimley-Horn 1111111110 and Associates, Inc. City of Miami Health District Regional Activity Center The majority of the Health District is proposed as CI -HD (Civic Institution -Health District) The CI -HD Zone is reserved for sites and buildings primarily dedicated to functions of culture, education, government, public transit, and public parking. 6.3 Conclusion The proposed Health District RAC is compatible with both the existing zoning under Ordinance 11000 and the proposed zoning of Miami 21. Both tonin codes were MIAMI 21 ARTICLE 5. SPECIFIC T4 ZONES PUBLIC HEARING -FIRST READING 2048.11 5.8 CIVIC INSTITUTION ZONE - HEALTH DISTRICT (CI -HD) BUILDING DISPRSITIpN LOT OCCUPATION a LdrArea 10 no a.Fan. b Lul YMUI SO Ik m z. Lar Ov 4w a mea: d. Ram Lt P.Uo (FUR) $ e FrordagaathontSetbadll NM.. 1. Open Spans Regw vft 10",6LMAmame g. Demitp 100didwe iaex' SUALPING SETBACK a. PNnapal Front 10 fL ; 201L mk, ab— 0-3tuy" b. 5eoandsv Fmoe -a O IL mrt; 20 Rmin boo V- Stay e. Sid. 4R nn; 301L—ab.. WSWry" d. Rea, 0 R nin; 30 R nin.abeve®'Story' Setbacks above the eighth {try Story are encoeragednot required. RUIL DI NG CON€iGURATION FRONTAL a_Cbn Lawn peRri"d b Paooh & Fenco pmt-wse e. Terrace of LG. d Fnrnr:awt pertnihad owimed a Stoop pe mitfed t 3hooroM paeni0ed g Gaeery peaniaed h Aroade 0—died BUILDING PLACEMENT W --� W LW � L" GUILDING HEIGHT Q. FAA fto i 7 g drafted to support the development of the Health District and its focus on health care and other supporting service providers. January 2010 (revised) 58 ►IMPI Khley-Ham I� and Associates, Inc. City of Miami Health District Regional Activity Center 7.0 Intergovernmental Coordination It is important to note that the proposed Miami Health District RAC designation maintains the City's intergovernmental coordination provisions. The proposed RAC designation also maintains the current provisions for a development's contribution to public facilities required to maintain the City's level of service standards. The proposed Health District RAC designation will facilitate the development opportunities for the Health District and increase the City's ability to enhance its urban centers. The conclusion is that the City's zoning and regulatory process anticipates potential projects of a higher intensity and has regulations and review processes in place to ensure that the projects address the health, safety, and general welfare of the public. The City's process achieves an intergovernmental review that includes coordination between the city, county, regional, state, and federal agencies early and often during the review and approval of a proposed project. January 2010 (revised) 59 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center 8.0 State Legislative Support The State of Florida has a variety of initiatives to support redevelopment and infill development and has taken an active role to shift development patterns and promote more efficient and sustainable development. Redevelopment and infill projects allow for the preservation of existing rural and agricultural lands and place new development in areas already served by public services and infrastructure. Specifically, the State of Florida recognizes there are different planning and growth management needs and strategies dependent on the location within the State. The Alternative State Review Process Pilot Program (Section 163.32465, F.S.) provides an expedited process for comprehensive plan amendments in Miami. The program recognizes that the needs and resources of urban areas as well as their planning and growth management approaches are different from those of rural areas and that urban areas require a reduced level of state oversight because of their high degree of urbanization and planning capabilities and that urban infill and redevelopment should be encouraged in these urban areas. The Pilot Program is consistent with the expedited process for the RAC by recognizing the urban context and providing a more efficient process to fully support urban infill initiatives. January 2010 (revised) 60 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center 9.0 Conclusion As demonstrated in this report, the proposed Health District RAC designation meets all of the criteria of Rule 28-24.014(10)(c)2, F.A.C. for eligibility. F.A.C. Criteria Health District RAC The area must be consistent with the local government Yes comprehensive plan and future land use map intensities. The area routinely provides service to, or is regularly used by, a significant number of residents of more than one county. Yes The area contains adequate public facilities as defined in Chapter 9J-5, F.A.C., or committed public facilities, as identified in the capital improvements element of the local government Yes comprehensive plan. The area is proximate and accessible to interstate or major arterial roadways. Yes The designation of the Health District RAC will more effectively and efficiently support the goals of the premier educational, research, medical, judicial and service facilities within the Miami Health District to better serve the citizens of the City of Miami, Miami - Dade County and the State of Florida. From multimodal transportation, to the creation of a more cohesive, walkable district, the proposed Health District RAC designation will support more development and employment opportunities in the Miami Health District. January 2010 (revised) 61 PPI MrJKimleyHorn ► IIIIIIIIIIIN and Associates, Inc. City of Miami Health District Regional Activity Center Appendix 1. Rule 28-24.014(10), Florida Administrative Code 2. The Washington Economics Group, Inc., November 18, 2008, Memorandum 3. Miami Comprehensive Neighborhood Master Plan, excerpts 4. Miami Zoning Code — Ordinance 11000, excerpts 5. Proposed Miami 21, excerpts 6. Miami Partnership presentation, July 2008 7. Transportation Analysis a. Traffic Counts, Peak Season Factor Category Report and Transit Ridership Trips b. MUATS Model Outputs c. MUATS Transit Outputs January 2010 (revised) 62 Kimley-Ham IIIIIIIIIIIIIIIIIIIN and Associates, Inc. APPENDIX 1 Florida Administrative Code 28-24.014 Application of Banded Thresholds. (10)(a) Pursuant to Chapter 93-206, Laws of Florida, the following guidelines and standards shall apply to developments located within urban central business districts and regional activity centers for jurisdictions whose local comprehensive plan is in compliance with Part II of Chapter 163, Florida Statutes. These guidelines and standards apply to developments where the developer received authorization to commence development from the local government on or after the date on which a local government comprehensive plan amendment or ordinance as indicated below becomes effective after the date of adoption of this rule. This amendment shall specifically delineate the boundaries of an urban central business district or a regional activity center encompassing the development area and indicate that these boundaries shall be utilized for increased development -of - regional -impact guidelines and standards, consistent with the criteria of this rule. In order to expedite the use of these guidelines and standards, a local government may submit to the Department of Community Affairs, a proposed ordinance specifically delineating the boundaries of an urban central business district or a regional activity center encompassing the development, consistent with the criteria of this rule. Within thirty (30) days of receipt of the proposed ordinance, the Department of Community Affairs shall determine whether or not the proposed ordinance is consistent with the criteria of this rule. If the proposed ordinance is determined by the Department of Community Affairs to be consistent with the criteria of this rule, then the guidelines and standards for developments within the designated urban central business district or regional activity center shall take effect upon adoption of the ordinance by the local government. The local government shall subsequently adopt the ordinance designation by an amendment to the local government comprehensive plan at the next opportunity for amendment. The following guidelines and standards shall apply to developments within designated urban central business districts and regional activity centers: 1. residential, hotel, motel, office, or retail developments, the applicable guidelines and standards shall increase by 50 percent. 2. The applicable multi -use guidelines and standards shall increase by 100 percent, provided that one land use of the multi -use development is residential and the residential development amounts to not less than 35 percent of the jurisdiction's applicable residential threshold. 3. For a resort or convention hotel development, the applicable hotel guidelines and standards shall increase by 150 percent, when the proposed development is located in a county with a population greater than 500,000, and the local government specifically designates that the proposed resort or convention hotel development will serve an existing convention center of more than 250,000 gross square feet built prior to July 1, 1992. (b) If any portion of a proposed development is located outside the delineated urban central business district or regional activity center boundary, then the increased guidelines and standards of subsection 28-24.014(10), F.A.C., shall not apply. (c) The following definitions are provided to clarify terms used in subsection 28-24.014(10), F.A.C., and are not intended to establish or limit the regulatory authority of other agencies or programs. 1. "Urban Central Business District" means the single urban core area of a municipality with a population of 25,000 or greater, which is located within an urbanized area as identified by the 1990 Census (1990 U.S. Department of Commerce, Bureau of Census publication, Census of Population and Housing Unit Counts (1990 CPH-2) maps, Report No. 11 for the State of Florida). The designated area shall be consistent with the local government comprehensive plan and future land use map intensities, shall contain mass transit service as defined in Chapter 9J-5, F.A.C., and shall contain high intensity, high density multi -use development which may include any of the following: retail; office, including professional and governmental offices; cultural, recreational, and entertainment facilities; high density residential; hotels and motels; or appropriate industrial activities. 2. "Regional Activity Center" means a compact, high intensity, high density multi -use area designated as appropriate for intensive growth by the local government of jurisdiction and may include: retail; office; cultural, recreational and entertainment facilities; hotels and motels; or appropriate industrial activities. The designated area shall be consistent with the local government comprehensive plan and future land use map intensities; shall routinely provide service to, or be regularly used by, a significant number of citizens of more than one county; contain adequate existing public facilities as defined in Chapter 9J-5, F.A.C., or committed public facilities, as identified in the capital improvements element of the local government comprehensive plan; and shall be proximate and accessible to interstate or major arterial roadways. (d) The guidelines and standards of subsection 28-24.014(10), F.A.C., shall not apply to urban central business district and regional activity centers designated in a local government comprehensive plan prior to the effective date of this rule. Such prior designated areas may propose to utilize the criteria of this rule by following the procedures of paragraph 28-24.014(10)(a), F.A.C. above. APPENDIX 2 weg MEMORANDUM TO: MR. TIM STILLINGS — KIMLEY HORN FROM: TONY VILLAMIL / CHARLES K. YAROS SUBJECT: UM HEALTH DISTRICT EMPLOYMENT DATA DATE: NOVEMBER 18, 2008 In 2004, The Miami Partnership undertook an economic impact analysis of the "Health District." This area is immediately to the northwest of downtown Miami, and is home to multiple hospitals, several schools and educational institutions including the University of Miami Medical Campus, as well as courts and other criminal justice facilities. This analysis identified 15 major employers in the area. In 2004, these 15 employers had 26,388 employees. Since that time total employment in the area has increased significantly. As of October 2008, employment at these organizations located in the Health District included at least 39,384 employees. As part of the 2004 study these major employers provided information on where their employees resided. For this report updated information on the location of employee residences was obtained again from the largest employers. Jackson Memorial Hospital, The University of Miami (UM), and the Miami Veterans Health Center all provided information. This updated information was combined with the data from 2004 for the remaining employers and was analyzed to identify the county of residence for each employee. Table 1 on page 3 details the available information on employee residence. Our analysis found that close to 37,000, or 93 percent, of all Health District employees live in Miami -Dade County. A number of employees working in the Health District live in other counties. Close to 2,000 people working in the District, or 4 percent, live in Broward County, and over 600, or 2 percent, reside in Palm Beach County. The remaining 1 percent of Health District employees, approximately 300, live either in other areas of the state or outside of Florida. It should be noted that this analysis excludes two major groups for whom commercial and other activities of the Health District are significant. The following paragraphs describe the groups. The first major group of individuals for whom residence information is not available are employees of the numerous small businesses located within the bounds of the area, which include small businesses situated in the Health District, workers employed by contractors and others who provide goods and services to major employers. It includes lawyers and other criminal justice and legal professionals whose work is tied to the courts and other judicial facilities located within the Health District. 2655 LeJeune Road, Suite 608, Coral Gables, FL 33134 IT: 305-461-3811 1 F: 305-461-3822 1 E: info@weg.com I W: www.weg.com The second major group of people for whom residence data is not available comprises medical patients and others who come to the Health District to obtain health care and other services. The UM Miller School of Medicine is located in the Health District and draws patients from throughout the world for medical care. Current data from the Miami Veterans Health Center shows that in Fiscal 2008 (10/01/2007-09/30/2008) over 50,000 veterans residing throughout the United States came to their facility for medical care. In closing, it should be noted that many educational and research facilities are located within the Health District. These include public schools, the Lindsey Hopkins Technical Education Center, the Miami -Dade College Medical Campus, and the UM Medical Campus. The UM Medical Campus houses the Miller School of Medicine, the Nursing School and several advanced scientific research institutes. Therefore, the Health District can be classified as a cluster of knowledge-based industries involved in medical services, research and educational activities. CY/HM Table 1. University Of Miami Health District Regional Activity Center Designation - Employees by County of Residence Employer Total Florida Counties Other Miami -Dade Broward Palm Beach Other Counties Employees States The Miami Partnership -Healthcare Employers Jackson Memorial Hospital 12,546 11,810 574 88 52 22 University of Miami Hospital 1,555 1,499 38 11 6 1 Veterans Health Center 2,649 2,130 468 34 11 6 Miami -Dade County Department of Health 609 595 12 2 0 0 The Miami Partnership -Judicial System Employers 11th Judicial Circuit of Florida 132 132 0 0 0 0 Florida State's Attorney 1,149 1,149 0 0 0 0 Department of Corrections 996 975 17 4 0 0 Public Defender 404 404 0 0 0 0 The Miami Partnership -Education System Employers University of Miami - Medical Center Campus 17,450 16,222 565 459 201 3 Lindsey Hopkins Technical. Education Center 627 607 17 3 0 0 Booker T. Washington Sr. High 374 361 7 6 0 0 Miami -Dade College, Medical Campus 653 607 29 9 0 8 The Miami Partnership - Social Services Employers Kristi House 25 25 0 0 0 0 Children's Home Society 215 209 5 1 0 0 Total All Major Employers 39,384 36,725 1,732 617 270 40 % of Total 93.25% 4.40% 1.57% 0.69% 0.10% APPENDIX 3 Major Institutional, Public Facilities, Transportation and Utilities: Areas designated as "Major Institutional, Public Facilities, Transportation and Utilities" allow facilities for federal, state and local government activities, major public or private health, recreational, cultural, religious or educational activities, and major transportation facilities and public utilities. Residential facilities ancillary to these uses are allowed -, to a maximum density equivalent to "High Density Multifamily Residential" or if apr =least lr�iense abutting/adjacent .1 _I L(_i J; j.r i_)J,,iJlt..i, subject to the same limiting conditions. Miami Comprehensive Neighborhood Plan 25 Goals Objectives Policies November 2008 Miami Comprehensive Neighborhood Plan 26 Goals Objectives Policies November 2008 Restricted Commercial: Areas designated as "Restricted Commercial" allow residential uses (except rescue missions) to a maximum density equivalent to "High Density Multifamily Residential" subject to the same limiting conditions and a finding by the Planning logical extension or continuation of existing residential development and that adequate services and amenities exist in the adiacent area to accommodnt'? !F,, r i fid ofotp ential residents; any activity included in the "Office" designation as well as 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, places of worship, and primary and secondary schools. This category also includes commercial marinas and living quarters on vessels as permissible. Central Business District (CBD): The area designated as "Central Business District (CBD) is intended to apply to the central commercial, financial and office core of the metropolitan region, and allows all activities included in the "Office," "Restricted Commercial," and "Major Institutional, Public Facilities, Transportation and Utilities" designations. Residential facilities (except for rescue missions) alone or in combination with other uses are allowable to a maximum density of 1,000 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. Also permitted is a mix of uses ranging from high density multifamily residential to high intensity office uses with retail uses on the lower floors of structures. Intensity of uses within the CBD land use designation are generally higher than those allowed in other areas of the Miami Comprehensive Neighborhood Plan 27 Goals Objectives Policies November 2008 Regideflfial ClOnSity InG.Fease AFO S Miami Comprehensive Neighborhood Plan 28 Goals Objectives Policies November 2008 retailing of second hand items, automotive repair services, new and used vehicle sales, parking lots and garages, heavy equipment sales and service, building material sales and storage, wholesaling, warehousing, distribution and transport related services, light manufacturing and assembly and other activities whose scale of operation and land use impacts are similar to those uses described above. Multifamily residential structures of a density equal to R-3 or higher, but not to exceed a maximum of 150 units per acre, are allowed by Special Exception only, upon finding 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. This category also allows commercial marinas and living quarters on vessels for transients. Industrial: The areas designated as "Industrial" allow manufacturing, assembly and storage activities. The "Industrial" designation generally includes activities that would otherwise generate excessive amounts of noise, smoke, fumes, illumination, traffic, hazardous wastes, or negative visual impact unless properly controlled. Stockyards, rendering works, smelting and refining plants and similar activities are excluded. Residential uses are not permitted in the "Industrial" designation, except for rescue missions, and live-aboards in commercial marinas. Areas designated as "Industrial" allow a maximum floor area ratio FAR of 1.72 times the glqLs lot area of the subiect orocerty: such FAR may be increased upon comoliance with the detailed to the the maintenance of required levels of service for facilities and services included In the Citv's Eight Industrial (LI): The primary intent of this land use classification is to mandate mixed use development within this land use classification, and further, to facilitate the ability of developing a mixed occupancy within a unit in which more than one type of use is provided under Live/Work or Work/Live Districts. The Light Industrial category shall be designated on the Future Land Use Plan map as either LI -LW (livelwork) or LI -WL (work/live). Areas designated as "Light Industrial" allow all activities included in the "Office" and the "Restricted Commercial" designations, as well as wholesaling and distribution activities that generally serve the needs of other businesses; generally require on and off loading facilities; and benefit from close proximity to general commercial areas. These commercial activities (beyond those permitted in the "Office" and the "Restricted Commercial" designations) include retailing of Miami Comprehensive Neighborhood Plan 31 Goals Objectives Policies November 2008 tJ Z�CI (3F�5,t� (� 4MCU[[ MET[i i co - CITY OF MIAMI Map TR -15 TransportationConcunvncyExearptio i ,Areas Boundary LEGEND -TiansportahouCaaicluvnwe_v Exemphon Areas City of Nfmt-d Bomu-lar y Muni -Dade Coity Ports A/ Fwuvays lvNcir Roads Loral5trrets Water CORRADINO GROUP APPENDIX 4 Sec. 610. SD -10 Medical Health Care, Hospital and Research Park Overlay District. (Ord. No. 10749, § 1, 6-28-90; Ord. No. 10863, § 1, 3-28-91; Ord. No. 12722, § 2, 7-28-05) Sec. 610.1. Intent. This district is of special and substantial public interest because it comprises various hospital and health care facilities and related facilities, the majority of which are governed by the Public Health Trust of Dade County, or by the University of Miami School of Medicine, or other entities which together provide the highest level of medical care to the public and private patients of Dade County and the City of Miami. It is the intent of this district to encourage the use of public transportation--Metrorail, Metromover and Metrobus-- through incentives such as a shuttle system and the incentives provided in this district. Because of its central location and accessibility to public transportation and because of the unique nature of this coordinated health care delivery area, with the resulting unique problems and characteristics relating to parking spaces, traffic flow, directional signs, and landscaping, it is the intent of this district, insofar as possible, to treat all the land in the district as a single entity, rather than individual parcels. (Ord. No. 10749, § 1, 6-28-90; Ord. No. 10863, § 1, 3-28-91) Sec. 610.2. Effect. The effect of these regulations shall be to modify regulations within portions of the existing zoning districts indicated in the official City of Miami zoning atlas which are located within the boundaries of this district and have an underlying G/I or C-2 zoning district classifications, and to address the particular needs created by the delivery of health care to the community. Properties located within the SD -10 Overlay District boundaries, which do not have an underlying G/I or C-2 zoning classification, and are not proposed for government or institutional uses, shall not qualify for the increased FAR and increased MUSP threshold provisions included within this section 610 as specified below. Intensity: Minimum Lot Size: Ten thousand (10,000) square feet). Setbacks: Front, ten feet (10'0"); side, no setback required or the same setback as the abutting district, whichever of the two is greater; rear, ten feet (10'0") or the same setback as the abutting district, whichever of the two is greater. Minimum Lot Width: Fifty feet (50'0"). Height: Unlimited. Floor Area Ratio: Maximum of three (3.0) times the gross lot area. Building Footprint: Maximum of six -tenths (0.60) times the gross lot area. Green Space: Minimum of one-tenth (0.10) times the gross lot area. (Ord. No. 10749, § 1, 6-28-90; Ord. No. 10863, § 1, 3-28-91; Ord. No. 12722, § 2, 7-28-05; Ord. No. 12774, § 2,2-23-06) Sec. 610.3. Class II Special Permit. 610.3.1. When required. No building permit shall be issued within the boundaries of the SD -10 district affecting the height, bulk, or location of any structure in excess of ten thousand dollars ($10,000.00) or the location or relocation or enlargement of vehicular ways or parking areas, outside public rights-of-way, without the issuance of a Class II Special Permit. A Class II Special Permit shall be required prior to approval of any permit (except special permits pursuant to article 13) affecting the height, bulk, location or exterior configuration of any existing building; or for the erection of any new building; or for the location, relocation or substantial exterior alteration of any structure, sign (except real estate signs), awning, landscaping, parking area or vehicular way visible from a public street or waterfront walkway. 610.3.2. Considerations in making Class 11 Special Permit determinations. The purpose of the Class II Special Permit shall be to ensure conformity of the application with the expressed intent of this district, with the general considerations listed in section 1305, and with the special considerations listed below. 1. Rooftop parking or mechanical equipment and utility service areas visible from nearby buildings shall be appropriately screened with landscape or architectural materials. 2. Public access to public plazas and walkways shall be provided. 3. Pedestrian walkway connections shall be provided between parallel public streets. 4. In general, principal pedestrian entrances to buildings shall be along street frontages with major traffic volumes, and vehicular entrances shall be on streets less intensively used for through traffic, both to separate pedestrian from vehicular circulation and to minimize vehicular friction along major streets. 5. Offstreet parking and loading shall generally be within enclosed structures which shall either be underground or, if aboveground, shall be designed to provide a minimal visual impact, well integrated with the principal structures. Unenclosed vehicular parking and loading in any location visible from a public street shall be appropriately screened from surrounding rights-of- way. 6. Except for portions authorized by special permit for vehicular access, required yards and adjacent sidewalk areas within the public right-of-way shall be appropriately landscaped and provided with pedestrian ways in accord with the following design standards: a. Street trees shall be provided in the sidewalk area at a maximum spacing of thirty (30) feet. Such trees shall be a minimum, of fifteen (15) feet in height, three-inch caliper, and seven (7) feet of clear trunk; unless a master plan is approved through the Class II Special Permit process which provides for different specifications. b. Paving materials and patterns shall be aesthetically harmonious and consistent with adjacent or nearby properties and shall meet established sidewalk grades. c. Street furniture shall be provided which may include benches, trash receptacles, pedestrian walkway lighting, bus shelters, sculpture, public information kiosks, and the like. These may be located in the pedestrian area as long as pedestrian flow patterns are continuous. d. Trees, palms, ground cover, grass and other living landscape plants shall be provided in required and provided yard areas in accord with an approved overall landscape plan for the development. 610.3.3 Considerations in making Class 11 Special Permit determinations for parking. Class II Special Permit determinations for any government or institutional use shall be made based on such owner or owners continuously maintaining a master plan designating: the location and number of all present and future parking spaces, together with the location and floor area of all present and proposed buildings, the location and number of access drives to public streets, internal and merging traffic and circulation, the painted or curbed separation of vehicular and pedestrian traffic, and the arrangement and circulation of parking areas, on file with the planning department. Materials to be submitted with applications for Class II Special Permits shall include such site plans, landscaping plans, building elevations, surveys, and such reports and surveys as inclusive of: (a) Hourly/daily parking utilization throughout the district; (b) Direction of approach; (c) Vehicle occupancy; (d) Ridership surveys; (e) Shuttle bus/taxi utilization; and (f) Metrorail/Metrobus utilization which may be required to make determinations in the particular case as to conformity with the standards established below. (Ord. No. 10749, § 1, 6-28-90; Ord. No. 10771, § 1, 7-26-90; Ord. No. 10863, § 1, 3-28-91; Ord. No. 12467, § 2, 12-18-03; Ord. No. 12722, § 2, 7-28-05) Sec. 610.4. Special rules concerning computation of parking requirements. All parking requirements within the district shall be governed exclusively by the standard ratio of one (1) parking space for each eight hundred (800) square feet of construction regardless of type of use. All parking spaces available throughout the district under a single ownership or as a shared component between more than one owner shall be applicable towards satisfaction of the parking requirements. The computation of parking requirements for new permits shall be calculated as follows: The floor area of all buildings presently within the district shall be added to that of the proposed structure. The one (1) to eight hundred (800) parking ratio shall be applied to the resulting figure to obtain the total number of parking spaces required within the district. To obtain the number of parking spaces that must be provided in connection with the new structure, the total number of parking spaces existing within the district shall be deducted from the total number of required spaces; provided that the bus, taxi, and vehicular parking spaces in the public right-of- way within the district shall not be included in the total number. All handicapped parking spaces available throughout the district shall be counted in satisfaction of the handicapped parking requirements attendant to all new permits. (Ord. No. 10749, § 1, 6-28-90; Ord. No. 10863, § 1, 3-28-91; Ord. No. 12467, § 2, 12-18-03; Ord. No. 12722, § 2,7-28-05) Sec. 610.5. Major Use Special Permits in the SD -10 District. Irrespective of the thresholds established in Article 17, a Major Use Special Permit shall be required in the SD -10 District for the thresholds as follows: 1. For all buildings and uses in the SD -10 district, a Major Use Special Permit shall be required for any development involving in excess of five hundred thousand (500,000) square feet of floor area. 2. For hospital buildings located in the SD -10 district, a Major Use Special Permit shall be required for any development in excess of eight hundred fifty thousand (850,000) square feet of gross lot area. 3. For any single use or combination of uses requiring or proposing to provide in excess of a net increase of one thousand (1,000) off-street parking spaces. (Ord. No. 12722, § 2, 7-28-05) Sec. 610.6. Permitted Uses. Except as otherwise provided herein, within this district all commercial, office, sales, display and service activities shall be conducted within completely enclosed buildings, except in connection with outdoor areas, commercial parking lots; or as approved in connection with special permits; otherwise there shall be no unenclosed storage or display of merchandise, materials or equipment. Same as for 0 (Office) district and, in addition: 1. Hospitals (including all such associated uses as listed in the Florida Statutes and Administrative Code governing Hospitals and Licensure, as amended). 2. Emergency Rooms. 3. Clinics. 4. Laboratories, medical, research and clinical; including biotechnical laboratories and research facilities. 5. Education facilities. Conditional principal and access uses: 1. Uses and structures that are customarily accessory and clearly incidental to permitted uses and structures, including helistops, heliports and helipads to serve the medical facilities. 2. Medical uses. Irrespective of the underlying requirements for special exception permits, introduction of new medical uses and expansion of medical uses may be permitted by Class II Special Permit. 3. Irrespective of the limitations on accessory retail uses as specified in Section 906.7, retail and service uses (including restaurants) that are located within a mixed use development may open to the outside to serve the general public, by Class II Special Permit; such uses may not be free-standing retail or service uses but must be a component of a mixed-use development. (Ord. No. 12722, § 2, 7-28-05) APPENDIX 5 MIAMI 21 ARTICLE 5, SPECIFIC TO ZONES PUBLIC HEARING -FIRST READING 2008.11 5.8 CIVIC INSTITUTION ZONE - HEALTH DISTRICT (CI -HD) 5.8 CIVIC INSTITUTION ZONES — HEALTH DISTRICT (CI -HD) a. All Development in CI -HD zone for a structure that exceeds ten thousand dollars ($10,000.00) in cost and affects the Scale of the street or block front, or that affects the location, relocation or enlargement of vehicular ways or parking areas outside public Rights -of -Way shall be approved by Warrant except that any Development exceeding the following thresholds shall be approved by Exception. Development involving in excess of five hundred thousand (500,000) square feet of Floor Area excluding parking and loading. 2. For hospital buildings, any development in excess of eight hundred thousand (800,000) square feet of Floor Area excluding parking and loading. 3. Any single use or combination of uses requiring or proposing to provide in excess of a net increase of one thousand (1,000) off-street parking spaces. 3.8.1 Building Disposition (CI -HD) a. Newly platted Lots shall be dimensioned according to Illustration 5.8. b. Lot coverage by any Building shall not exceed that shown in Illustration 5.8. c. Buildings shall be disposed in relation to the boundaries of their Lots according to Illustration 5.8. A Cl -HD lot may have more than one building. d. Principal pedestrian entrances shall generally be along Principal Frontages and vehicular entrances on streets of less intensity. e. Facades should be built parallel to the Principal Frontage Line. f. At the first Story, Facades along a Frontage Line should have frequent doors and windows. g. Setbacks for Buildings shall be as shown in Illustration 5.8. Frontage Setbacks may be adjusted to conform to the existing neighborhood or thoroughfare Frontage Setbacks by Waiver. h. Above the eighth floor, minimum Building spacing should be sixty (60) feet. Public access to public plazas and walkways shall be provided and pedestrian walkway connections shall be provided between parallel public streets. 5.8.2 Building Configuration (CI -HD) a. Development within Private Frontages shall comply with Article 4, Tables 2 and 6 and Illustration 5.8. V.43 MIAMI 21 ARTICLE 5. SPECIFIC TO ZONES PUBLIC HEARING -FIRST READING 2008.11 5.8 CIVIC INSTITUTION ZONE - HEALTH DISTRICT (CI -HD) b. Above the eighth floor, the Building Floorplate dimensions should be limited as follows: 1. 15,000 square feet maximum for Residential Uses 2. 30,000 square feet maximum for Commercial Uses and for parking 3. 180 feet maximum length for Residential Uses 4. 215 feet maximum length for Commercial Uses Civil Support and Educational Uses within the CI -HD Transect Zone shall have no maximum Floorplate dimensions. c. Encroachments may be as follows: At the First Layer, cantilevered Awnings and entry canopies may encroach up to one hundred percent (100%) of the depth of the Setback, except as may be further allowed by Chapter 54 of the City Code. Above the first Story, cantilevered portions of balconies, bay windows, and roofs may encroach up to three (3) feet of the depth of the Setback. Other cantilevered portions of the Building shall maintain the required Setback. At the Second Layer no encroachments are permitted, except that fagade components promoting energy efficiency such as shading and Screening devices that are non - accessible may encroach a maximum of three (3) feet. d. Galleries and Arcades should be a minimum of fifteen (15) feet deep. e. All ground floor and rooftop utility infrastructure, outdoor storage, electrical, plumbing, mechanical, and communications equipment and appurtenant enclosures should be concealed from view from any Frontage or Sidewalk. Loading space and service areas should be internal to the building or situated and screened from view to the street and adjacent properties. g. Building Heights shall be measured in Stories and shall conform to Article 4, Table 2 and be allocated as required in Illustration 5.8. First -Floor Elevation should be at average Sidewalk grade. 5.8.3 Building Function & Density (CI -HD) a. Buildings in C1 -HD shall conform to the Functions, Densities, and Intensities described in Article 4, Tables 3 and 4 and Illustration 5.8. Consult Article 6 for any supplemental regulations. b. Uses additional to those listed in Article IV, Table 3 are allowed only if they are customarily accessory and clearly incidental to the Governmental or Institutional uses within the CI -HD Transect Zone. These accessory uses need not occur in Ancillary structures but can occur throughout the zone. These accessory uses include, but are not limited to, storage facilities for government or institutional records and other storage needs; laundry or cleaning plants for government or institutional facilities; incinerator facilities; and other uses related to the operation of the principal Government or Institutional uses of the zone. c. The calculation of the FLR shall not apply to that portion of the Building that is entirely below base flood elevation. V.44 MIAMI 21 ARTICLE 5, SPECIFIC TO ZONES PUBLIC HEARING -FIRST READING 2008.11 5.8 CIVIC INSTITUTION ZONE - HEALTH DISTRICT (CI -HD) 5.8.4 Parking Standards (CI -HD) Vehicular parking and loading shall be required as shown in Article 4, Table 4 and loading shall be required as shown in Article 4, Table 5. All parking spaces available throughout the district under a single ownership or as a shared component between more than one owner shall be applicable towards satisfaction of the parking requirements. The computation of parking requirements for new permits shall be calculated as follows: 1. The Floor Area of all Buildings, excluding parking, within the Zone shall be added to that of the proposed structure. 2. The ratio shown in Article 4, Table 4 shall be applied to the resulting figure to obtain the total number of parking spaces required within the Zone. 3. The total number of parking spaces within the Zone shall be deducted from the total number of required parking spaces. The result shall be the number of parking spaces that must be provided in connection with the new structure. All handicapped parking spaces available throughout the Zone shall be counted in satisfaction of the handicapped requirements for all Buildings. b. Warrants for buildings that share parking shall be approved only if the owner or owners continuously maintain, on file with the Planning Department, a master plan designating. the location and number of all present and future parking spaces, together with the location and floor area of all present and proposed Buildings; the location and number of access drives to public streets; internal and merging traffic and circulation; the painted or curbed separation of vehicular and pedestrian traffic; and the arrangement and circulation of parking areas. Materials to be submitted with applications for Warrants shall include such site plans, landscaping plans, Building elevations, surveys, and such reports and surveys detailing. 1. Hourly/Daily parking utilization throughout the district; 2. Direction of approach; 3. Vehicle Occupancy; 4. Ridership surveys; 5. Shuttle bus/taxi utilization; and 6. MetroraillMetrobus utilization. c. On -street parking available throughout the District shall not be counted toward the parking requirement of the Building on the Lot. V.45 MIAMI 21 ARTICLE 5. SPECIFIC TO ZONES PUBLIC HEARING -FIRST READING 1008-11 5.8 CIVIC INSTITUTION ZONE - HEALTH DISTRICT (CI -HD) d. Parking should be accessed from the Secondary Frontage when available. Where Lots have only Principal Frontages, parking may be accessed from the Principal Frontages. e. Offstreet parking and loading should be within enclosed structures which shall either be underground or, if aboveground, shall be designed to provide a minimal visual impact, well integrated with the principal structures. Unenclosed vehicular parking and loading in any location visible from a public street shall be appropriately screened from surrounding rights-of-way. The vehicular entrance of a parking Lot or garage on a Frontage should be no wider than thirty (30) feet and the minimum distance between vehicular entrances should be sixty (60) feet. 5.8.5 Architectural Standards (CI -HD) a. Temporary structures shall be allowed as per City Code. b. The Facades on Retail Frontages should be detailed as storefronts and glazed with clear glass no less than seventy percent (70%) of the Sidewalk -level Story. c. Roof materials should be light-colored, high Albedo or a planted surface. d. The Fagade of a parking garage that is not concealed behind a Habitable Liner should be screened to conceal all internal elements such as plumbing pipes, fans, ducts and lighting. Ramping should be internalized wherever possible. e. Rooftop parking or mechanical equipment and utility service areas visible from nearby Buildings shall be screened with landscape or architectural materials. 5.8.6 Landscape Standards (CMD) a. The First Layer as shown in Article 4, Table 8 shall be paved and landscaped to match the Public Frontage as shown in Article 8. b. Open Space shall be a minimum ten percent (10%) of the total Lot area. 5.8,7 Ambient Standards (CI -HD) a. Noise regulations shall be as established in the City Code. b. Lighting of building and contingent Open Spaces should be compatible with street lighting of Abutting public spaces as illustrated in Article 8. Interior garage lighting fixtures should not be visible from streets. The lighting fixtures of exposed rooftop parking should be concealed by a parapet wall and should not be seen from surrounding streets. V.46 MIAMI 21 ARTICLE 5. SPECIFIC TO ZONES PUBLIC HEARING -FIRST READING 2008-11 5.8 CIVIC INSTITUTION ZONE - HEALTH DISTRICT (CMD) BUILDING DISPOSITION LOT OCCUPATION a. Lot Area 10,000 s.f. min. b. LotWdth 50 ft. min, c. Lot Coverage 30%max. d. Floor Lot Ratio (FLR) B e. Frontage at front Setback WA 101/oLot Area min. f, Open Space Requirements g. Derwity 150 dutacre max ' BUILDING SETBACK a. Principal Front 10 R min., 20 fL min. above P Story' b. Secondary Fmnt 10 K min.; 20 ft min. above Ir Story' c. Side 0 R min.; 30 R min. above 91 Story * d. Rear 0 IL min.; 30 ft min. above r Story * * Setbacks above the eighth (V) Story are encouraged, not required BUILDING CONFIGURATION permitted permitted FRONTAGE h. Arcade a. Common Lawn permitted b- Porch A Fence prohibited c. Terrace or L. C. permitted permitted d. Forecourt e. Stoop permitted t. Shophont permitted permitted g. Gal ory h. Arcade permitted BUILDING HEIGHT e. Min. Height 1 Story b- Ma>L Height As regrdated by the F_A. A. ' Or as modgiied in Diagram 9 V.47 BUILDING R -AG RENT � -Mw---iaah� r 21M4� 11 r 4 to rjrt Q m 27%h 3Q mh WMa Q mn. Ia, 2M8d L,r*er Left, Uw BUILDING HEIGHT MML FAA Fog w I I I I I I i Q Wh i i i 6 4 i 9 2 Qmh. Mn HaaM � 1 A KFM(3 SIDE d FEAR kl ZONES ECM T5, T4 6 T3 APPENDIX 6 kip or .. 6 _ - I 1 1114 �"` • R.a w._ � � l � ,�]r-- i ��„i��� - •- � - _ .- .�: air.tai! � " ` � � + •¢- � "� ,�4 t -r � GOAL 4: CLEAN AND SAFE NEIGHBORHOOD • Pedestrian Walkways MIAMI PARTNERSHIP FA i.iF.ILRYiL! ! r.f IL +L3JiY ts,si33-!t r »ki#*iii Y #-M�FI� #!# 1• # r a r !1i•k kr r'# 3# r+- Y ►t -N _ s • #r a'aww71##-r -<w •irlr!!r♦wY !<'l Frrrtr■r<#N����f �y{A Y#r iFlKL -PATI ..� ,c r r rt r ! ♦♦ ViRiVa -as! .Y. ,�� ^F. Mwa Yi!-]lw 7:r#r#r< r°"•f+ •! a iY ♦ <<A�rrrr`<►■■�J°ils3rrr r## _ r � -. . !•#rlrrtrY ♦s•rr,t rrt■r #YY !r< 1kkK<Y rxrWlfr'ff# K6 !+ yal.r♦':;p<a.+.9s! ;i y ` < r r< a i d �# # e r f Y.}• f Y i� wt �#rY r � ! 31x4;. • w 1pk • iff..�I #� i - w r Ei�� - r� r � # $<a.f-f sr •rr rrr+rrr.rx # � :`,' � �' ! * r. w fY•rlap !r## ►!s rRr.# i`♦i_rrrr��e•t ■ . rtr=r l• ��4YrI _�Trrrk _ � ,��#�dY.KAw- iy�rlirt_ ,. _•rtY prrr, #R##.'I+,lliit fr+;FwY►■.r•#rr ■!�!rrr+iRi!rrrb4i♦l R"Fl'■r<i#fa 40 -, w f �R r - ■ r ! .. IF a'r+gi4r,#4!Flss iA..i +1�ilrrtrh'1 •il rllri YA.A f#w#f #rr!!f!7#r#rrY## it •- Y t •� 1 ! i•Y!!#lrr kYr rr Y#!Y! `t, `�� I J M1 3L�a.1^��IL�' -_ z PHASE II: PROJECTS IN PLANNING Miami Life Science Park Miami Life Science Park i_ y. ... Total Developable SF: 1.4 M SF Phase 1. 240 K SF •�� Including 40 K SF Inc. New parking: 2,200 spaces - rr' _' _t _ - � 0 �: 'fir►,,--- .." �`'�. L Economic Impact: New Jabs: 3,172 -v Annual Impact: $253 M � � r y k Future Research Facilities: 328 K SF.. ,� -- Existing Campus and Future Development Summary: Miami Bioscience ExistingCampus: 2.07 M SF p Center Existing Parking: 2,406 spaces ,lel Phase I and II: Projects F '— • New Clinical/Research: 1.6 M SF r • New Beds: 144+ -- y iFVt a amill s ous s, ; • New Parking: 1,500 spaces Miami Life Science Park • Total Build out adh- 1.4MSF "ems N N Rb two week charrette overview L S. *'ll Sk 4 •Iwt:1NEOIN■11ral• p�-� Ndrth t m { r 5 OF oaad• i�pro �iL'e �r �3 � � �'�:.4C �• ' 4 :.��q�� � ...1••�. � _ �.ni °.. . _ � � a M" 8ip� � �d��fb �••�-+�v-.-vnr�re s $+'Je➢ '�l ��� �,r8 i°-- . a � . i"&asi v "' � � 4�'& ��o� rfl , -.It'.i�f ^'a'•tarei��:� '�'a�°`� hs'"yi d � �,o �-� o�.:..�r��-_y.� "'� .,o-��.,,a�. v � w��.W: Q +P� s� �, 4th e ! - 't! .�s-W,ti•�4i��'i :• � ��'�. o-. i J :s: .i�� •v: 1°4 "°� q�,,.� %a+R � 4+ poi " {. r\ �o. o a Rl �. i`.. r�i%o�..^y,,i P • ,e! � In- - V °9Q 9 .°4 �a .! �o� F d' t 17' N��■ r ISMk S ■) '� ..IN bwW 25th SQ, 1 e e °R mAa �'• �. SPI e� +�17. a.� a i ar - I�'�a w� �e `% ❑� c3 _ gQao i .,v i .,f A-Jx �� � d ��,.:�bl + y f.�A',38vo-.t's Sa 4�'�."".�F'..d. � �- a- 'p #^ ,eq °o�°h��°+�ca�° Qee,'�++�9' m � �diaa•. E .rnds`A S i �. 8�i�] - `�C�R� �... a 'West -.�.-,V, a� a 'Lo..�. a��m. � r���.. �, -i� •�¢a � � o�� .��e.a f�iTi*sC§al�-+� a�Pa�o�lQ .�. - a. PL� Miami Irat' Air 66,k a -Mif a u aw tl�®..•we �1� !'a. diad ��i.�• n, a + * `��7 - ,�oA �� ! 9 �i sia �.. . - � �•§�! a''R�� �?`�� ° � 6'�1 R�-1Li�3. av, °' �[�.`� r- %.pie rygf.-`• �;'u`,i�'»� �v�aalr�p '. ^ �s °•?4,"s�sgw S'.�i'wim Sun]) a?�jJ� � LJ to C i�l�®kJ„I esr LEMMINM&Mar �:a�'0�- ;•�. m _psi �R - �< a a •a .�•� as : otl "t7fl i5L:. &.. tia► •• _. ! + P.��f•..6._�_ "iTt'� � . *'A m. �.. ,.r t Bach,-:- N a O N U) L "The Miami Partnership" Co -Chaired: Mayor Manny Diaz President Donna Shalala Stakeholders: • Miami -Dade County 10 The State of Florida • The Medical Center • The Civic Center • Neighborhood Organizations • Business Organizations ` I 4_ MY � ou�1i a1 �71�Y - I . ROGT ODYWT W VA t I: y >' HOSPITAL PUSLIC HEALTH TRUST rd �s .rte � t Ilr jr 1 I- 19_,. w PHT its FDOY IL CEDARS HOSPITAL r xu COUNTY t� 6� -" tom.., � � � -. ':-R�SaI�Ts1�L _ •,��� c�,�d' Ar LU Lai ",+>t 3.� �� _ °�:""'• says. �_' p�; R� Implementation 2002: Invited international design firm, EDAW, to study area 2003: Visited other institutions with successful community projects: UPenn and John Hopkins 2003: commitment from City of Miami 2004: Miami Partnership - Mayor Diaz and President Shalala join civic Center area stakeholders to improve area 2005: Began implementation plan Miami Partnership Goals • Quality of Life • Economic Development • Education • Housing • Clean and Safe Neighborhood • Retail Development GOAL 1: QUALITY -AF LIF • Streetsca pes o Gateways MIAMI PARTNERSHIP r €gum o- A[- _ "l - 94 "r ��$ ,4 sf� ,. � '.•..err `` r ..� , rsr�. y,G -�cf _ j i. 'IL ��$ ,4 sf� ,. � '.•..err `` r ..� , rsr�. y,G -�cf _ GOAL 2: ECONOMIC DEVELOPMENT Impact ■ 27K Employees ■ $1.313 Payroll ■ 42K Indirect Jobs ■ $2.413 to Miami -Dade Rezoning ■ SD 10 Overlay ■ Increased FAR ■ MUSP1Parking thresholds MIAMI PARTNERSHIP SITE OF PROPOSED MIAMI LIFE SCIENCE PARK t 3Z, r " J6. PROPOSED MIAMI LIFE SCIENCE PARK .6.,oft; T i a�•s sig � i+� ,.:1�. � � J•.k. � } yes � a �,i s e � N MIAMI PARTNERSHIP ;J mum Apok, 04 IJ T#4, W %; CA R HRINE r RJIVERH CONO 5 I "M6� OR ROYAL 13A. 6RANGE AILANTIC REOEVI�Lo AL 9.X-1 GOAL 3: HOUSING New Housing location areas MIAMI PARTNERSHIP ;J mum Apok, 04 IJ T#4, W %; CA R HRINE r RJIVERH CONO 5 I "M6� OR ROYAL 13A. 6RANGE AILANTIC REOEVI�Lo AL 9.X-1 Pt•o posed W10;Botinc at. y ry�►+'L'�L,���1i�ik.�F��+►,a�e+4-I��� >:�1���1�1�i090 8 (F,-,3.O,tot-•Glpt o�aerttes) 4 ! i n .1 •�!''i. 4� pppp � r:�p Y r y:_4_ ' � l � � � ''ITrs'�•�'�f'•�i �`� t Tj '; �^h' _• - - z+ _ 75.5 IV. cy-T �� _ `--i,v._� � -_� � – — _ - _ _. q � i J C. _ ` A r t • . �,, E _ � �t�cavx �'Ri =�1 ; _ 1 _ .�`. .'t r 1' `F --� I, Y - ... ` as •fnA '�. ..r ''I �.`� �� rl�r+'F C �i ja{l _y+•�''�" �:'j+s•` -..�++ F _�-� � r - kh _ ._ y .I�g y� rl1 � / *1` it r} tri �"'i :.� .. � '.:5 • .. 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"�i ' •, 4 y, 1_t.,.,, •' r "k+'P y �s^*'.,;,a,JCi ' ' ' I � �,? 1, �}�*,�•,�' "` � ' Tx31 Lh ,��, 'i City Of lcm zamii r'L'w [AL.P' SD m SEL VY .. - .�� � '�3�y� �1• h ,� � � �y�, F [m ^y a `- f � �r.� A� lam" 3 _ °�, ��_- i� ?- I _- -. _ _ '�` - 4 - •�� •' ; .4 ^�a if+' .1 �� Y[eyaenl Ley The Clry of Alln7u1 PEwuwf4 Delrmjaenftl; �t��i r,� Y'�kh. _� ; .,I�Pr.'��' filld�ll«i�dl0pe�pnse�Ineuallrr�lrR.msd.-. Existing Campus Existing Campus: Number of Buildings: 29 SF: 2.07 M SF'- Number u ber of Bed . s• x• IL UMHC: 40- ABLEH: 100 �- k 4 Parking Spaces: UMIBPEI-Owned: 2,406 r UM -Leased: 11904 Current Number of Employees: 7 065 - - faculty and staff Current Payroll: $531 million pay enefit t• PHASE l.: CURRENT PROJECTS sol ill Projects Completed: Clinical Research Institute: 336, K S ' Built to "Green Standards" Lconomic Impact: °, •. , New Jobs: 56 Annual Payroll Impact: $1.$35 ! !•.,, - , ;, w1° Val law l i °ems i PHASE l: CURRENT PROJECTS Projects in Construction: Garage: 4#065"� 'I,4Z3 s �a .� '• �� +I .t;. � 1' ` i� Iii b` I F�' y,�' ��•J Aw t I;JL Il i3 it L YI!_ NEW kr tv �� y PHASE 1: CURRENT PROJECTS Projects in Construction: =, Biomedical research Institute: _ 10K K SJF` Completion: Economic Impact: New Jobs: 226 1 I' aY Annual Pavro_Il lm -pact: $11.55.7M! sl Ir g -1 Y 1, PHASE l: CURRENT PROJECTS � • _ �-a ;� �- _ •- : � . twee _, w. .... ■�- •� ��� Projects in Design: Parking Garage and Chiller Plant : 1 Completion: 200$ ,5QC� parking Spaces 1_r 1 . --------- _- Total Budget: $718M New projects: next 5 Years Recently Completed:, 149 Clinical Research Building: $86.5 M �. • a - ° '" i d+ "" 336K SF Completion: 2006 Wellness Center 60K SF- • Parking Garage - 1,423 spaces}. � • Green Standards In Construction; �� �" 1. Biomedical Research Building: $93.4 M 188 K SF Completion: October 2008 IN, dc research Parking Garage: $31.1 M I �' 1500 spaces Completion p October 2008 �. • _ � ... Chiller Plant: $47.9M 1 Garage 1 Chiller fin PB ' \ , r 27K SF Completion October 2008 INV Medical Practice Building: $459 M On Hold 664K SF Completion December 2009 GOAL 4: CLEAN AND SAFE NEIGHBORHOOD • Pedestrian Walkways Pruposed • Proposed T r? fill'? Pt n o o tp • Proposed Street Car Route MIAMI PARTNERSHIP s ^_ T •- -11�-!# •t...�.kyar••r¢+.}sk++wwr!« !s«• -r' .. ! • w•klrs!#.-.:-.y, t :{ iii+� ... « h=. `�&' •d•�! �t ** k �!r.r k-.. «aTTRr#*Y rt �_s#krT i•*i _ * ._.■ :i4•rx•a ■d##w •rr wa <« -- r!' i a • ■ #*ld..i li t9F A�•lfiN •�il�.nr *!i iik*i'R �Fl�tT 4T;y Ri 4 y ikd� .441 s't.- � - g r� � -.* � a•: #rir.rdik•x at�i. r ht 1t ! Y !+ ♦ T • � 7 R ;: :'.� y `fin '�, a '''• -' y rd Y y w. ! + __ rd ,:k - �■ r i••••4sY li+Yi-�wi eYpA��. *,! � � �a ��!, f � � � moi' T �, T. !3 i 1 A -• k re � .>r r W T•.•..:ra.•wd..+r.aaaaala` -'w r «r-�1►'#'-i aa• �rrai Mi•x _ • - wi13- �---� r+ya#♦•##i•k Ti rkw • r. a a ! _ l i. wl ra *YNelydYti434.4 yy Nar;rra * *'yy � � �• 14. ;�� gam, . ,• y; � * � _,_ _ten>.,y_...� fNY� �� ■ ` ��-- ; :�". - ' ••d•#•-#;ar*r *•w.f•a#.•tr« :� _ f ��I'LY w�'� - .' j'� R*ww a+►•sisrr dT*sl �, � �3 �� "�i ��T—{��i .i �t «!aryl Tr}�. •�. ay~:�}�� �tit.�r � l l •. ate'.. •� APPENDIX 7 FDOT TRAFFIC COUk _ _ STATIONS Print Date: 1214=08 *BASET) ON 2007 TRAFFIC COUNTS Page : 16 STA R OADWAY MAX P P DOS AVAIL ADOPTED CONCURRENCY LOCATION SLjjQa START 1P TRIPS�S UPDATED 5014 NW 7 AVE (US 441/SR 7) SIO NW 119 ST TO NW 103 ST A6 7380 2969 4411 70 4341 F E+50 C 121412006 5065 BISCAYNE BLVD (US 11SR 5) WO NE 71 ST BET NW54 ST -NE 79 ST A4 4905 2493 2412 4 24408 F E+50 D 12/4/2008 5079 NW 36 ST (US 271SR 25) W/O NW 7 AVE TO NW 17 AVE A2 2205 1177 1028 0 1028 F E+50 D 1214!2008 5080 NW 36 ST (US 271SR 25) E/O NW 27 AVE TO NW 17 AVE A4 4905 1550 3355 0 3355 F E+50 C 12/4/2008 $083 NW 36 ST (US 27/SR 25) W/O NW 12 AVE SET NW 17 AVE -NW 7 AVE A2 2325 1143 1182 14 1168 F E+50 D 121412008 5087 NW 36 ST (US 271SR 25) W/O NW 27 AVE TO NW 42 AVE/LEJEUNE A4 4905 1702 3203 15 3188 F E+50 C 12/4/2008 RD 5144 NW 7 AVE (US 441/SR 7) NIO NW 63 ST BET NW 54 ST -NW 79 ST A4 4680 1614 $066 11 3055 F E+50 D 1214/2008 5222 NE 163 ST (SR 826) WIO US 1 TO NE 19 AVE AS 5904 3459 2445 0 2445 F E+20 C 12!4/2008 5225 NE 167 ST (SR 828) W/O NE 19 AVE TO NE 10 AVE AS 5904 3730 2174 30 2144 F E+20 C 12/412008 5229 NE 167 ST (SR 826) WIO NE 10 AVE TO NE 8 AVE AS 7035 3671 3364 62 $302 F E+50 D 1 2/4120 0 8 5265 NW 54 STIHIALEAH DR W/O NW 42 AVE BET OKEECHOBEE A4 3120 1698 1422 2 1420 F E D 12/4/2008 RD-LEJEUNE 5348 NW 54 ST W/O NW 12 AVE FROM NW 27 AVE TO 1-95 A4 4068 1649 2419 5 2414 F E+20 B 12/4/2008 5371 NW 57 AVEIRED RD (SR 823) NIO W 42 ST (HIALEAH) BET NW 79-103 ST A4 3924 3003 921 9 912 F E+20 D 12/412008 5372 NW 57 AVEIRED RD (SR 823) WO NW 103 ST TO NW 138 ST A4 1 3270 2435 835 0 835 F E C 12/4/2008 EE =120% of LOS E, Extraordinary Transit between infill Area and Urban Development Boundary HE = LOS E, 20 Minutes Headway between Infill Area and Urban Development Boundary E+50 =150% of LOS E, Extraordinary Transit in Infill Area E+20 =120% of LOS E. 20 Minutes Transit Headway in Infill Area SUMA = State Urban Minor Arterial between Infill Area and Urban Development Boundary CL = Road Classification and No. Lanes; A = Arterial C = Collector, - = Negative Number FDOT TRAFFIC COUk _ . STATIONS Print Date: 12/4/2008 "BASED ON 2007 TRAFFIC COUNTS Page : 15 STA # 2487 ROADWAY 1-95 (NORTHISOUTH EXPWY) LOCATION SIO DADEIBROWARD CO. LINE TO NE 205 TER gL 10 MAX LOS 17160- I 12609 START 4551 DOS TRIPS 166 AVAIL TRIPS 4385 5% F ADOPTED LOS D CONCURRENCY Q C UPDATED 12/4!2008 2500 1-75 (SR 93) WO PALMETTO EXPWY TO BROWARD CO. UNE 8 13600 8466 5134 31 5103 F D C 121412008 2501 1-75 (SR 93) SIO NW 186 ST TO BROWARD CO. LINE 8 13600 8387 5213 8 5205 F D C 12/4/2008 2502 1-75 (SR 93) SIO HEFTISR 821 TO BROWARD CO. UNE 8 13600 9321 4279 0 4279 F D C 12/412008 2503 175 (SR 93) WO HEFTISR 821 TO BROWARD CO. LINE 8 1360.0 12145 1455 0 1455 F D D 1214/2008 2514 NW 57 AVE/RED RD (SR 823) N/O NW 183 ST TO NW 199 ST A6 5080 3482 1598 108 1490 F D B 12/4/2008 2515 NW 57 AVEfRED RD (SR 823) S/O NW 215 ST TO NW 199 ST AS 5080 3430 1650 16 1634 F D B 12/4/2008 2516 MIAMI GARDENS DR/NW 183 ST WO NW 57 AVE FROM NW 57 AVE TO NW 67 AVE A4 4068 2520 1548 215 1333 F EE B 12/4/2008 2517 NW 186 ST/MIAMI GARDENS DR WIO NW 67 AVE TO NW 77 AVEA 4 3924 2880 1064 532 532 F EE E+4% 12./412008 2518 MIAMI GARDENS DRINW 183 ST E/O 1-75 TO NW 77 AVE A4 4068 2316 1752 209 1543 F EE B 1214/2008 2519 SW 137 AVEIfALLAHASSEE RD SIO SW 104 ST, FROM SW 104 ST TO SW 128 ST A6 5080 2949 2131 805 1326 F E B 12/4/2008 2520 SW 137 AVEITALLAHASSEE RD SIO SW 88 ST, FROM SW 88 ST TO SW 104 ST A6 5080 3011 2069 23 2846 F E B 12/4/2008 2529 SW 88 STAMNDALL DR W/O SW 157 AVE SW 152 AVE TO SW 167 AVE AS 5904 2036 3858 1057 2811 F EE C 1214/2008 2543 NW 27 AVE N/0 NW 54 ST TO NW 79 ST A 4905 2546 2359 154 2205 F E+50 D 12/4/2008 2561 SW 8 STIfAMIAMI TRAIL W/O SW 122 AVE FROM SW 127 AVE TO HEFT AG 4920 4534 386 0 386 F SUMA ❑ 12/4/2008 2580 SW 107 AVE S/0 FLAGLER ST TO SW 8 ST (TAMIAMI TRAIL) A4 3120 2617 503 30 473 F HE D 1214/2008 5005 NW 7 AVE (US 441 /SR 7) N/O NW 20 ST BET NW 20 ST NW 36 ST A4 4880 2108 2572 0 2572 F E+50 D 1214/2008 5006 NW 2 AVE (US 441/Sft 7) N/O NW 183 ST TO NW 199 ST AS 5904 4437 1467 239 1228 1 F EE D 12!4/2008 FDOT TRAFFIC COUb .. STATIONS Print Date' 12/4/200$ *BASED ON 2007 TRAFFIC COUNTS Page : 13 DOS AVAIL ADOPTED CONCURRENCY STA # ROADWAY C LOS P1Q STAR 31P$ TRIPS A LOS UPDATE 2085 1-95 (NORTHISOUTH EXPWY) WO NW 103 ST TO NW 119 ST 10 28575 11750 16825 12 16813 F E+50 C 12/4/2008 2095 1-95 (NORTHISOUTH EXPWY) SIO SR 112 TO SR 836 10 28575 13644 14931 0 14931 F E+50 C 12/4/2008 2100 1-95 (NORTH/SOUTH EXPWY) WO NW 125 ST BET NW 119 ST -NW 135 ST 10 28575 15515 13060 2 13058 F E+50 D 12/4/2008 2113 PALMETTO EXPWY (SR $26) W/O FLA TPK ENTRANCE BET NW 12 4 8688 3363 5325 10 5315 F EE B 12/4/2008 AVE -US 441 2M47 PALMETTO EXPWY (SR 826) EfO NW 12 AVE BET NW 12 AVE -TIS 441 8 18156 9987 8169 143 $026 F EE C 12/4/2008 2134 1-95 (NORTHISOUTH EXPWY) S/0 NW 151 ST BET NW 135 ST -SR 826 8 22695 15201 7494 174 7320 F E+50 E+2% 1214/2008 2137 1-95 (NORTHISOUTH EXPWY) WO GOLDEN GLADES BET SR 826 -NW 183 8 18156 10657 7499 36 7463 F EE C 12/4/2008 ST 2162 1-95 (NORTHISOUTH EXPWY) WO US -1 TO RICKENBACKER CSWY 4 10860 6331 4529 0 4529 F E+50 D 1214/2006 2188 DOLPHIN EXPWY (SR 836) E/0 PALMETTO EXPWY TO NW 72 AVE 8 13600 14221 -821 0 -621 T D F 12/4/2008 2193 DOLPHIN EXPWY (SR $36) W/O NW 57 AVE TO NW 72 AVE 6 10050 13834 -3784 262 -4046 T D F 1214/2008 2198 DOLPHIN EXPWY (SR 836) E/O NW 57 AVE TO NW 42 AVE 6 10050 11111 -1061 466 -1527 T D F 12/4/2008 2207 DOLPHIN EXPWY (SR 836) E/O NW 42 AVE TO NW 37 AVE 6 10050 10410 -360 0 -360 T D F 12/4/2008 2208 DOLPHIN EXPWY (SR 836) E/O TOLL- W/O NW 12 AVE TO NW 17 AVE 8 13600 8232 4368 0 4368 F D C 1214/2008 2210 DOLPHIN EXPWY (SR 836) W/O NW 27 AVE TO NW 37 AVE 6 10050 10998 -948 0 948 T D F 1214/2008 2232 DOLPHIN EXPWY (SR 836) E/O NW 27 AVE TO NW 17 AVE 6 10050 9253 797 0 797 F D D 12!412008 2240 DOLPHIN EXPWY (SR 836) W/0 BRIDGE NW 10 AVE BET NW 12 AVE -195 6 10050 8555 1495 30 1465 F D D 12!412008 2242 DOLPHIN EXPWY (SR 836) WO NW 107 AVE TO HEFT 6 100511 1 5365 4685 396 4289 F D B 12/4/2008 2243 DOLPHIN EXPWY (SR 836) E/O NW 107 AVE TO NW 87 AVE 6 10050 7667 2383 38 2345 F D C 12/41200.8 FDOT TRAFFIC COUP.. STATIONS Print Date: 1214f2008 'BASED OR 2007 TRAFFIC COUNTS Page : 12 MAXDOS AVAIL ADOPTED CONCURRENCY STA # ROADWAY LOCATION �rL LOS PMP START TRIPS TRIPS LLS Q UPDATED 1218 NW 107 AVE (SR 985) NIO NW 7 ST FROM FLAGLER ST TO SR 836 A 6 4920 4243 677 173 504 F SOMA D 12!4/2008 1219 NW 119 ST/GRATIGNY DR WIO NW 1 AVE FROM 1-96 TO W DIXIE HWY A 4 3120 1478 1642 26 1616 F E D 12/4/2008 1220 NW 119 STIGRATIGNY DR EIO NW 27 AVE TO NW 17 AVE A 6 5080 3644 1436 138 1298 F E C 12/4/2008 1221 NW 136STIOPALOCKA BLVD VO NW 27 AVE TO NW 17 AVE (ONE WAT A 3 1610 1067 543 7 536 F E A 1214/2008 WEST) 1222 NW 135 ST (SR 916) EIO NW 27 AVE TO NW 17 AVE (ONE WAY A 3 1610 1157 453 4 449 F E A 12/412008 EAST) 1223 NW 135 ST (SR 916) WIO NW 27 AVE TO NW 42 AVE A 4 3270 1930 1340 17 1323 F E G 12/4/2008 1229 NW 183 ST/MIAMI GARDENS DR E/O NE 8 AVE BET NE 6 AVE -NE 10 AVE A 4 3924 3569 355 29 326 F EE E+10% 12/4/2008 1230 NW 183 ST/MIAMI GARDENS DR WIO NE 2 AVE TO NE.6 AVE A 4 5904 3084 2520 157 2663 F EE C 12/4/2008 1232 NW 183 STIMIAMI GARDENS OR WIO NW 27 AVE FROM NW 27 AVE TO NW A 6 6096 2215 3881 647 3234 F EE B 12/4/2008 37.AVE 1233 NW 183 STIMIAMI GARDENS DR E/0 NW 57 AVE/RED RD TO NW 37 AVE A 6 6096 2276 3820 401 d 3419 F EE C 12412008 2002 SNAPPER CREEK EXPVVYISR WIO US -1 TO DON SHULA EXPWYISR 874 4 4068 2579 1489 0 1489 F EE B 12/4/2008 878 2023 AIRPORT EXPWY (SR 112) E/O NW 17 AVE SET NW 27 AVE -NW 11 AVE 6 16770 7310 9460 0 9460 F E+50 C 12/4/2008 2036 1-95 (NORTHISOUTH EXPWY) S/0 NW 79 ST BET NW 62 ST -NW 103 ST 10 28575 13910 14665 2 14663 F E+50 C 12/412008 2041 1-95 (NORTH/SOUTH EXPWY) SIO NW 95 ST BET NW 62 ST -NW 103 ST 10 28575 17502 11073 18 11055 F E+50 E 11/4/2008 2050 AIRPORT EXPWY (SR 112) WIO NW 17 AVE 6 16770 6910 98.60 0 9860 F E+50 C 12/4/2008 r 2060 AIRPORT EXPWY (SR 112) W/O NW 27 AVE TO LEJEUNE RD 6 16770 6759 10011 0 10011 F E+50 C 12/4/2006 2065 AIRPORT EXPWY (SR 112) W/O NW 32 AVE BET LEJEUNE RD -NW 27 6 16770 8123 8647 0 8647 F E+50 C 12/4/2008 AVE 2080 NW 103 ST .(SR 932) E/O 1-95 TO NE 6 AVE A4 3270 1726 1544 38 1506 F E C 12!412008 FDOT TRAFFIC COUI . STATIONS Print Data. 1N812009 'RAISED ON 2007 TRAFFIC COUNTS Page : 7 STA 1f► 533 ROADWAY NE 79 ST CSWY (SR 934) LOCATION EIO TREASURE OR BET N BAYSHORE DR -BAY DR QL A 6 MAX ( 5904 FIE 2247 S 3657 DOS IRIPS 0 AVAIL TRIPS 3657 % F ADOPTED JAS E+20 CONCURRENCY Lo C UPM=12 1/6/2009 537 NW 79 ST (SR 934) EIO NW 42 AVE BET NW 37 AVE -NW 47 AVE A 4 4905 1793 3112 17 3095 F E+50 C 1/6/2009 538 NW 79 ST (SR 934) WIO NW 27 AVE TO NW 37 AVE A4. 4680 2042 21,311 91 2547 F E+50 D 116!2009 540 COLLINS AVE (SR AIA) SIO BR. BAL HARBOR BET HARDING AVE -HARBOR A 6 $904 3618 2296 8 2278 F E+20 C 11=009 541 NW 54 ST/H ALEAH DR W10 E 12 AVE(HIALEAH) BET LEJEUNE-NW 27 AV A 4 3924 1779 2145 36 2109 F E+20 C I/WOD9 542 NW 54 ST/HU1LEAH DR W/O NW 17 AVE BET NW 27 AVE -NW 7 AVE A 4 3924 1919 2005 50 1855 F E+20 C 1/612009 543 S. DIXIE HWY (US 11SR 5) SIO SW 344 STIPALM DR TO CARD SOUND RD A 4 5140 2229 2911 13. 2898 F D B 1/6/2409 544 S. DIXIE HWY (US11SR 5) WO LUCY ST BET PALM DR -SW 304 ST A 4 4068 2327 1741 41 1700 F EE B 1!6/2009 $45 S. DIXIE HWY (US 11SR 5) N/O SW 308 ST BET SW 304 ST -SW 112 AVE A 4 4068 2338 1730 470 1260 F EE C 1/6/2009 552 NW 27 AVE (SR 9) SIO SR 835 TO SW 8 ST A 6 5904 4489 1415 6 1409 F E+20 D 116/2009 553 PALMETTO EXPWY (SR 826) NIO OKEECHOBEE RD BET SR 25 -NW 103 ST 10 17160 12480 4680 0 4680 F D C 1/612009 554 PALMETTO EXPWY (SR 828) WO NW 57 AVE TO NW 67 AVE 6 10050 9322 728 112 SIB F 0 D 1 AV2009 556 NE 163 ST (SR 826) EIO US -1 TO NE 35 AVE A 8 7632 2954 4678 2 4876 F E+20 C 1/6/2009 $59 NW 27 AVE NIO NW 167 STISR 826 TO NW 183 ST A 6 5904 3633 2271 254 2017 F EE D 116!2009 560 NW 27 AVE SIO NW 151 ST BET YORK ST -SR 826 A 8 7380 3152 4228 4 4224 F E+50 C 1/6/2009 562 PALMETTO EXPWY (SR 826) NIO US -1 TO SW 88 ST 4 6510 3779 2731 212 2519 F D C 1!612009 563 1 PALMETTO EXPWY (SR 826) NIC} SW 88 STIKENDALL DR TO SW 72 ST 6 13416 5249 8167 259 7909 F I EE I B 1/6/2009 564 PALMETTO EXPWY (SR 826) NIO SW 72 ST/SUNSET DR TO SW 56 ST 4 8688 69.09 1779 0 1779 F I EE E 1/6/2009 CLIEN+ : KIMLEY-HORN CROOSROA€7S ENGINEERING .708 NO : 2009-003 13284 sw 190ST Site Code : 872000121100 PROJECT: CITY OF MIAMI 24 HOUR COUNTS MIAMI, FLORIDA Start Date: 01/08/2009 COUNTY : MIAMI-RADE 305-233-3997 File I.A. 872000-R Street name :NW 12TH AVENUE 50 PT NORTH OF Gross 9treet:NW 24TH STREET, N3 Pa e 1 Begin <------ NB ------><----- 53 --»_ ><_- --Combined ------> Thursday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 01!08 41 1.64 1 22 170 I 63 334 12:15 38 182 1 16 163 I 54 345 12:30 30 170 1 27 156 I 57 336 12:45 19 128 163 679 1 15 80 171 .670 1 34 208 334 1349 01:00 18 171 1 10 177 I 28 349 01:15 21 162 1 9 176 30 338 01:30 18 144 1 11 163 1 29 307 01:45 5 62 164 .641. 1 18 48 173 68.9 1 23 110 337 1330 02:00 13 151 15 152 I 28 303 02:15 12 181 12 170 I 24 351 02:30 7 203 21 178 1 28 381 02:45 9 41 207 742 I 16 64 .169 669 1 25 105 375 1411 03:00 6 215 1 25 165 1 31 380 03:15 8 227 1 24 156 32 383 03:30 8 325 1 14 126 22 451 03:45 10 32 251 1018 1 30 93 140 587 40 125 391 1605 04:00 11 279 1 24 139 j 35 418 04:15 6 257 1 19 133 I 25 390 04:30 19 338 1 35 101 I 54 439 04:45 16 52 315 1189 1 47 125 139 512 I 63 177 454 1701 05:00 21 303 1 5.1 117 1 72 420 05:15 24 286 68 131 I 92 417 05;30: 28 210 I 77 127 1 105. 331 05:45 48 121 243 1042 I 139 335 143 516 1 181 456 386 1560 06:00 60 210 1 135 105 1 195 315 06:15 60 177 1 187 118 I 247 295 06:30 83 142 1 208 116 1 291 258 06:45 91 294 110 639 1 274 804 120 459 1 365 1098 230 1098 07:00 94 101 234 ios 1 328 209 07:15 112 104 243 95 1 355 199 07:30 151 114 269 73 1 420 187 07:45 155 512 105 424 1 281 1027 72 348 1 436 1539 177 772 08:00 129 79 1 288 66 417 145 08:15 120 90 1 247 55 367. 145 08:30 71 68 1 247 65 318 133 08:45 109 429 60 297 1 266 1048 64 250 1 375 1477 124 5.47 09:00 110 64 1 240 55 1 350 119 09:15 118 53 226 67 1 346 120 09:30 118 72 206 61 1 324 133 09:45 122 468 51 240 1 204 S78 49 232 1 326 1346 100 472 10:00 132 63 1 191 31 1 323 94 10:15 1.63 52 1 206 53 1 369 105 10:30. 170 39 1 201 63 I 371 102 10:45 164 629 46 200 1 202 800 64 211 I 366 1429 110 411 11:00 3.80 57 1 163 32 I 343 89 11:15 162 58 1 165 29 I 327 87 11:30 169 57 1 164 27 I 333 84 11:45 124 635 38 210 1 164 656 20 108 1 288 1291 58 318 Totals 3403 7321 5958 5253 9361 12574 Day Totals 10724 11211 21935 Split % 36.3% 58.21 63.6% 41.7% Peak Hour 10:15 04:30 07:30 12:30 07:30 04:30 Volume 677 1242 1085 690 1640 1730 P.H.F. .94 .91 .99 .97 .94 .95 Synopsis Report: 872055CL-20070911.s.yn Page: 1 County: 87 Station: 205.5 Description: SR 112/AIRPORT E%PWY,1500' E NW 27 AV Start Date: 09/11%2007 Start Timet 0000 ---------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0060 110 124 108 80 -- 422 1 -------------------------------------------- 125 115 9:8 97 435 857 0100 81 82 64 79 306 1 65 61 51 41 218 I 524 0.200 63 42 39 33 177 43 42 50 34 169 346 0300 33 26 34 48 141 33 55 77 100 265 I 406 0400 fig 58 84 115. 326 { 147 183 183 209 722 j 1048 0500 139 142 228 288 797 ` 215 298 419 517 1449 E 2246 0600 452 590 .658 769. 2.469 474 608 646 688 2416 4885 0700 793 905 1042 1072 3812 672 716 862 807 3057 6869 0800 987 1083 992 1005 4067 j 828 823 848 801 3300 7367 0900 826 927 684 696 3033 729 679 689 673 2770 ` 5803 1000 650 595 585 576 2406 612 724 699 689 2724 5130 1100 556 538 529 528 2151 741 684 714 701 2840. j 4991 1206 537 544 580 557 2218 701 660 738 726 2825 5043 1300 561 591 581 55.1 2284 j 71.6 711 766 776 2969 5253. 1460. 5.82 667 721 732 2702 793 864 821 870 3348 f 6:050 1500 744 772 835 785 3136 875 1095 1078 1128 4176 7312 1600 786 760 730 717 2993.1 1110 1207 1140 1154 4611 7604 1700 725 794 772 75.4 3.045 1069 1182 1061 957 4269 7314 1800 737 708 710 625 2780 892 B88 750 6.47 3177 5957 1900 551 562 558 468 2139 619 599 479 492 2189 4328 2000 415 442 423 361 1641 433 422 417 342. 1614 3255 2100 395 443 3.55 314 1507 299 297 285 286 1167 2674 2200 330 298 268 239 1135 227 281 225 212 945 2080 2300 275 263 237 1B7 962 181 147 157 137 622 1584 24-Hour Totals: ---------------------------------------------------------------------------------------- 46649 ------------- ------------ 52277 98926 Peak Volume Information Direction: R Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M . 0730 4184 0730 3320 0730 7504 P.M. 1515 3178 1600 4611 1530 7689 Daily 0730 4184 1606 4611 1530 76.89 Truck ---------------------------------------------------------------------------------------- Percentage 5.02 4.92 4.97 Classification Summary Database Av N = -1(c22. x I.OB = 13232 Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol E 105 39836 4350 333 554 731 111 115 402 43 2 0 49 18 0 2340 46649 W 156 43677 5870 410 680 490 45 137 693 65 4 0 60 0 0 2574 52277 Synopsis Report: 872055CL-20070912.syn Page: 2 County: 87 Station: 2055 Description: SR 112/AIRPORT EXPWY,1500' E NW 27 AV Start Date: 09/12/2007 Start Time: 0000 Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 237 130 93 74 534 - 99 --- 78 -------------------------------- 68 90 335 869 0100 77 57 79 49 262 69 76 47 36 228 490 0200 57 29 33 33 152 36 41 38. 41 15.6 308 0300 37 22 34 42 135 f 44 58 92 103 297 432 0400 55 65 69 96. 287 131 160 215 214 720 1007 0500 151 173 .227 302 853 215 297 373 481 1366 2219 0600 412 5.79 627 749 2367 480 595 687 701 2463 4830 0700 82.1 934 1001 1073 3829 j 689 724 835 872 3120 6949 0800 1036 1033 1019 1010 4096 j 804 792 865 858 3319 7415 0900 854 777 671 710 3012 706 688 692 727 2813 5825 1000 522 617 624 532 2395 670 642 645 633 2590 4985 1100 542 568 597 511 2218 656 647 702 689 2694 4912 1200 569 572 587 593 2321 j 701 722 712 748 2883 5204 1300 581 610 635 613 2439 715 818 786 7-23 3042 5481 1400 636 654 779 723 2792 835 828 789 889 3341 61.33 150.0 787 861 $06 841 3295 868 1.040 1192 1164 4264 7559 1600 760 728 756 800 3044 j 1103 1130 1158 1190 4581 7625 1700 850 854 835 744 3283 1188 1109 1058 1036 4391 7674 1800 752 838 764 622 297.6 951 961 77.4 710 3396 6372 1900 589 526 509 485 2109 j 576 527 515 440 2058 4167 2000 432 446 431 366 1675 ! 450 384 421 323 1578 3253 2100 378 355 412 372 1517 296 32.9 317 292 1234 2751 2200 408 359 319 316 1402 j 277 274 244 240 1035 j 2437 2300 313 268 277 220 1078 j 199 170 152 119 640 1718 24-Hour --------------------------------------------------------------------------------------- Totals: -------- 48071 ------------------------------------- 52544 1.00615 Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 0745 4159 0745 3333 0745 7492 P.M. 1645 3339 1615 4666 1630 7905 Daily 0745 4159 1615 4666 1630 7905 Truck Percentage 4.40 4.88 4.65 Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol E 100 41814 4035 307 480 615 113 98 421 32 1 0 46 9 0 2113 48071 W 159 43995 5826 427 656 509 33 10.8 696 70 3 0 62 0 0 2564 52544 Synopsis Report: 872055CL-20.070913.syn Page: 3 County: 87 Station: 2055 Description: SR 112/AIRPORT EXPWY,1500' E NW 27 AV Start Date: 09/13/2007 Start Time: 0000 Direction: E ------------------------_ Direction: w Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 267 208 126 ------------- 147 748 --------------------- 102 136 1.21 89 -- --------- - 448 1196 0100 90 74 75 71 310 I 59 5B 48 50 215 j 525 0200 66 47 78 45 236 j 62 49 48 48' 207 j 443 0300 33 44 53 61 191 45 67 125 116 353 5.44 0400 83 79 99 127 388 141 154 188 214 697 1085 0500 204 218 254 300 976 227 280 400 490 1397 2373 0600 399 540 714 707 2360 j 494 547 616 636 2293 4.653 0700 787 785 940 921 3433 632 719 761 774 2886 6319 0.800 927 945 843 811 3526 f 841 852 774 796 3263. 6789 0900 680 625 558 546 2409 j 701 659 702 619 2681 j 5090 1000 559 553 522 469 2103 629 620 630 628 2507 4610 1100 493 496 568 496 2053 655 681 724 688 2748 j 4801 1200 530 538 531 554 2153 737 713 743 752 2945 $098 1300 515 516 550 563 2144 809 777 766 796 3148 529.2 1400 533 537 513 534 2117 782 823 895 889 3389 5506 1500 608 .679 696 673 2656 887 1017 1072 1144 4120 6776 1600 630 627 583 649 2489 93.6 932 1052 1079 3999 j 6488 1700 669 690 692 615 2666 11.92 1227 1075 97.9 4473 j 7139 18.60 582 631 611 518 2342 '� 874 872 802 684 3232 557.4 1900 472 476 412 388 1748 595 580 523 469 2167 3915 2000 387 394 360 307 1448 j 43.4 402 402 331 1569 I 3017 2100 326 364 335 304 1329 331 311 328 274 1244 2573 2200 319 276 269 263 1127 281 320 251 247 1099 2226 2300 244 256 257 174 931 238 209 195 149 791 1722 24-Hour - Totals: ------------- 418.83 -------------------------------------------- 51871 93754 Peak Volume Information ---------------------- Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 0730 3733 0800. 3263 0730 6961 P.M. 1645 2700 1645 4573 1645 7273 Daily 0730 3733 1645 4573 1645 7273 Truck Percentage 5.21 4.97 5.08 ------------------------------------------------------------------------------- Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk Totvol E 131 3603E 3533 274 436 963 59 71 310 28 1 0. 39 0 0 2181 41883 W 132 43203 5957 342 72'6 501 35 155 679 84 2 0 5.5 0 0 2579 51571 * Peak Season Page 1 PSF 2007 Peak Season Factor Category Report - Report Type: ALL Category: 8700 MIAMI-DADE NORTH MOCF: 0.96 week Dates SF PSCF -------------------- 1 01/01/2007 - 01/06/2007 1.00 ----_-________________________= 1.04 1 01/07/2W - :01/13,/2007 0.99 1 .01 3 01/14/2007 - 01/20/2007 0.98 1.02 * 4 01/21/2007 - 01/27/2007 0.97 1.01 * 5 01/28/2007 - 02/03/2007 0.97 1.01 * 6 02/04/2007 - 02/10/2007 0.96 1.00 * 7 02/11/2007 - 02/17/2007 0.95 0.99 * 8 02/18/2007 - 02/24/2007 0.95 0.99 * 9 02/25/2007 - 03/03/2007 0.95 0.99 *10 03/04/2007 - 03/10/2007 0.95 0.99 *17. 03/11/2007 - 03/17/2007 0.95 0.99 *12 03/18/2007 03/24/2007 0.96 1.00 *13 03/25/2007 - 03/31/2007 0.96 1.00 *14 04/01/2007 - 04/07/2007 0.97 1.01 *15 04/08/2007 - 04/14/2007 0.97 1.01 *16 04/15/2007 - 04/21/2007 0.98 1.02 17 04/22/2007 - 04/28/2007 0.98 1.02 18 04/29/2007 - 05/05/200.7 0.99 1.03 19 05/06/2007 - 05/12/2007 0.99 1.03 20 05/13/2007 - 05/19/2007 0.99 1.03 21 05/20/2007 - 05/26/2007 1.00 1.04 22 05/27/2007 - 06/02/2007 1.01 1.05 23 06/03/2007 - 06/09/2007 1.02 1.06 24 06/10/2007 - 06/16/2007 1.03 1.07 25 06/17/2007 - 06/23/2007 1.04 1.08 26 06/24/2007 - 06/30/2007 1.04 1.08 27 07/01/2007 - 07/07/2007 1.04 1.08 28 07/08/2007 - 07/14/2007 1.04 1.08 29 07/15/2007 - 07/21/2007 1.04 1.08 30 07/22/2007 - 07/28./2007 1.04 1.08 31 07/29/2007 - 08/04/2007 1.03 1.07 32 08/05/2007 - 08/11/2007 1.03 1.07 33 08/12/2007 - 08/1.8/2007 1.03 1.07 34 08/19/2007 - 08/25/2007 1.03 1.07 35 08/26/2007 - 09/01/2007 1.03 1.07 36 09/02/2007 - 09/08/2007 1.04 1.08 37 09/09/2007 - 09/15/2007 1.04 1.08 38 09/16/2007 - 09/22/2007 1.04 1.08 39 09/23/2007 - 09/29/2007 1.03 1.07 40 09/30/2007 - 10/06/2007 1.03 1.07 41 10/07/2007 - 10/13/2007 1.02 1.06 42 10/14/2007 - 10/20/2007 1.02 1.06 43 10/21/2007 - 10/27/2007 1.02 1.06 44 10/28/2007 - 11/03/2007 1.01 1.05 45 11/04/2007 - 11/10/2007 1.01 1.05 46 11/11/2007 - 11/17/2007 1.00 1.04 47 11/18/2007 - 11/24/2007 1.00 1.04 48 11/25/2007 - 12/01/2007 1.00 1.04 49 12/02/2007 - 12/08/2007 1.00 1.04 50 12/09/2007 - 12/15/2007 1.00 1.04 51 12/16/2007 - 12/22/2007 0.99 1.03 52 12/23/2007 - 12/29/2007 0.99 1.03 53 12/30/2007 - 12/31/2007 0.98 1.02 * Peak Season Page 1 ROUTE PROFILE REPORT ROUTE 12 PAGE: 1 OF 2 Southbound SIGNUP: Bas 16NOVOB WEEKDAY DATE RUN: 01/13/09 AM PEAK MID PEAR PM PEAK OFF PEAK TOTAL CHECKED DATE FROM: 10/01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 4 OF 7 TRIPS CHECKED 5 OF 12 TRIPS CHECKED 2 OF 6 TRIPS CHECKED 3 OF 11 TRIPS CHECKED 14 OF 36 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM ON OFF LOAD. LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD NORTHSIDE STA93150 NW 79 ST * 2 0 2 8 3 0 3 13 3 0 3 6 4 0 4 12 3 0 3 39 NW 79 ST@NW 30 AV 0 0 2 9 0 0 3 15 1 0 4 7 0 0 4 12 0 0 3 43 Nib 79 ST82800 BLOCK 0 0 3 10 1 0 4 22 1 0 4 8 2 0 5 16 1 0 4 56 NW 79 ST@NW 27 AV * 3 0 5 21 4 0 8 40 7 0 11 21 4 0 9 27 4 0 8 109 NW 79 STOW 25 AV 0 0 6 22 0 0 8 42 0 1 10 20 0 0 9 27 0 0 8 111 NW 79 ST@NW 23 AV 0 0 6 23 0 0 8 41 0 0 10 20 0 0 9 27 0 0 8 111 NW 79 ST@NW 22 AV 1 0 7 27 1 1 9 44 0 0 10 20 3 1 11 33 1 1 9 124 NW 22 AV -@NW 77 TE 0 0 7 28 0 0 .9 44 1 0 11 21 0 0 11 33 0 0 9 226 NW 22 AV@NW 75 ST 6 0 7 28 0 0 9 46 0 1 10 20 0 0 it 33 0 0 9 127 NW 22 AV@NW 73 ST 0 0 7 29 0 0 9 46 0 0 10 20 0 0 11 33 0 0 9 128 NW 71 ST@NW 22 AV 1 0 8 31 0 0 9 46 0 0 10 20 0 0 11 33 0 0 9 130 NW 71 STOW 21 AV 1 0 9 35 1 0 10 48 0 0 10 20 0 0 11 33 1 0 10 136 NW 71 STUN 19 AV 1 0 10 38 0 0 10 49 2 0 12 24 0 0 11 33 1 0 10 144 NW 71 ST@NW 18 AV 0 1 8 33 0 0 10 49 0 1 12 23 0 1 10 30 0 1 1Q 135 NW 71 ST@NW 17 AV 1 1 8 31 2. 0 12 Be 0 1 11 21 1 0 11 32 1 1 10 142 NW 71 ST@NW 15 AV 4 0 12 48 0 1 11 57 1 0 12. 23 0 0 11 32 2 0 11 160 NW 71 ST@NW 14 AV 0 1 12 46 0 0 11 56 0 1 11 22 0 0 13 32 0 0 11 156 NW 71 STOW 13 AV 1 2 11 42 0 1 11 55 0 2 10 19 0 0 11 32 0 1 11 148 NW 12 AV@NW 70 ST * 3 1 13 50 1 0 12 58 1 0 11 21 0 0 11 33 1 0 12 162 NW 12 AV@NBP 67 ST 1 0 14 55 0 0 12 60 0 0 11 21 0 1 10 29 1 0 12 165 NW 67 ST@NW 13 AV 0 0 14 55 0 0 12 61 0 0 11 21 0 0 9 28 0 0 12 165 NW 14 AV@NW 67 ST 0 0 14 55 1 1 12 62 0 1 10 20 1 0 10. 30 1 0 12 167 NW 14 AV@NBP 63 ST 1 0 15 58 1 0 13 63 1 0 11 21 0 0 10 31 1 0 1.2 173 NW 14 AV@NW 62 ST 1 0 15 60 0 0 12 62 1 2 10 20 0 0 10 30 0 1 12 172 NW 62 ST@NW 13 AV 2 1 17 67 1 2 11 57 0 1 9 18 0 1 9 28 1 1 12 170 NBP 62 ST@NW 12 AV 3. 1 18 73 2 2 12 60 3 1 11 21 0 1 8 24 2 1 13 178 NW 12 AV@NW 60 ST 1 0 19 75 0 0 12 62 1 0 11 22 0 1 7 22 0 0 13 181 NW 12 AV@NW 58 ST 1 0 20 79. 0 0 13 64 0 1 11 21 0 D 7 22 1 0 13 186 NW 12 AV@NW 56 ST 1 0 20 80 0 0 12 62 0 0 11 21 0 0 7 21 0 0 13 184 NW 12 AV@NW 54 ST 1 1 20 79 1 1 12 61 0 0 11 21 0 2 5 16 0 1 13 177 NW 12 AV@NW 53 ST 1 0 20 81 1 1 12 60 1 0 11 22 0 0 5 16 1 0 13 179 NW 12 AV@NW 51 TE 0 0 20 81 0 0 12 60 0 0 11 22 0 0 6 17 0 0 13 180 NW 12 AV@NW 50 ST 0 0 20. 80 0 0 12 61 0 0 11 22 0 0 5 16 0 0 13 179 NW 12 AV@NW 4B ST 0 0 20 80 0 0 13 63 0 0 11 22 0 0 5 16 0 0 13 161 NW 12 AV@NW 46 ST 2 2 20 79 1 0 13 66 1 0 12 23 0 0 5 16 1 1 13 184 NW 12 AV@NW 44 ST 2 1 21 83 0 0 13 66 0 0 12 23 0 1 5 14 1 0 13 186 NW 12 AV@NW 42 ST 0 0 21 83 0 0 13 66 0 0 12 23 0 0 5 14 0 0 13 186 NW 12 AV@NW 39 ST 0 1 21 82 0 0 13 67 0 0 12 23 0 0 5 14 0 0 13 186 NBT 12 AV@NW 38 ST 0 0 21 82 1 1 14 69 0 1 11 22 0 0 4 13 0 0 13 186 AL7iPrFATTTAH :S'TUTQN. * 4 8 17 68' 4 4 14 69 5 5 11 2.2 1 1 5 14 4 5 12 173 NIP 12 AV@NN 30 ST 1 0 18 71 1 0 14 72 2 0 13 25 0 0 4 13 1 0 13. 181 NW 12 AMW 29 ST 1 0 19 75 1 1 15 73 1 0 14 27 0 0 4 13 1 0 13 188 NW 12 AV@NBP 27 ST 0 0 19 75 0 0 15 73 0 1 13 26 0 0 4. 13 0 0 13 187 NIP 12 AV@NW 26 ST 1 0 19 76 1 0 15 76 0 1 12 24 0 0 4 13 0 0 14 189 NW 12 AV,@1NP 23. ST' 1 0 20 81 0 0 15 77 2 0 14 27 0 0 4 13 1 0 1.4 198 NW 12 1►.'P@AIBP 21 ST 2 0 22 88 1 0 16 78 1 0 14 28 0 0 4 13 1 0 15 201 NW 20 3T@NW 12 AV 0 0 22 88 0 0 16 79 1 0 15 29 0 0 4 13 0 0 15 209 NBP 20 ST@NW 10 AV 1 1 22 86 1 1 15 77 1 0 15 30 0 D 4 13 1 1 15 206 NBP 10 AV@NW 19 ST 0 1 21 84 0 0 16 78 0 1 15 29 0 0 4 13 0 0 15 204 NBP 9 AV@NN 17 ST * 2 6 17 66 5 5 16 81 2 5 12 24 0 1 4 11 3 4 13 182 NW 9 AV@NW 15 ST 0 0 17 66 0 0 16 80 0 1 12 23 0 0 4 11 0 0 13 180 NW 10 AV@NW 14 ST 0 0 17 67 0 0 16 81 2 0 13 26 0 1 3 9 0 0 13 183 NW 14 ST@NW 12 AV 0 1 16 65 0 0 16 8.1 0 .0 13 26 0 0 3 9 0 0 13 181 NW 14 ST@NW 12 AV 1 1 16 64 0 1 16 80 0 0 13 26 0 0 3 9 0 1 13 179 NBP 14 ST@NW 13 CT 0 0 16 63 0 0 16 81 0 1 13 25 0 0 3 9 0 0 13 178 NW 14th AVENUE@NW 14th STREET 0 0 16 63 0 0 16 80 0. 0 13 25 0 0 3 9 0 0 13 177 ROUTE PROFILE REPORT ROUTE 12 Northbound PAGE: 1 OF 2 WEEKDAY SIGNUP: Bus 16NOV08 DATE RUN: 01/13/09 AM PEAK MID PEAR PM PEAK OFF PEAR TOTAL CHECKED DATE FROM: 10/01/D6 530 to 830 830 to 1430 1430 to 1730 1730 to 53.0 TO: 01/13/09 3 OF 6 TRIPS CHECKED 7 OF 12 TRIPS CHECKED 1 OF 6 TRIPS CHECKED 2 OF 8 TRIPS CHECKED 13 OF 32 TRIPS CHECKED AVG AVG AVG COMM AVG AVG AVG COMM AVG AVG AVG COMM AVG AVG AVG CUMM AVG AVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD AT MERCY HOSPITAL@MERCY WY EXIT * 3 0 3 9 7 0 7 51 4 0 4 4 5 0 5 9 6 MERCY WY@S MIAMI AV 0 0 3 10 0 0 8 53 0 O 4 4 0 0 5 0 6 73 S MIAMI AV@MERCY WY 0 0 4 11 0 0 8 54 0 1 3 3 2 0 6 9 0 0 6 76. S MIAMI AV@S. 3601 ELK 0 0 4 11 0 0 8 54 0 0 3 3 0 0 6 12 12 0 0 6 80 S MIAMI AV@SAMANA DR 0 0 4 11 0 0 B 56 0 0 3 3 0 0 6 12 0 0 0 0 6 80 S MIAMI AV@#3251 (OP MUSEUM) 0 0 4 11 0 0 8 56 0 0 3 3 0 0 6 12 0 0 6 B2 S MIAMI AV@SE 32 RD 0 0 4 12 0 0 8 57 0 0 3 3 0 0 6 12 0 0 6 6 82 S MIAMI-AV@BRICKELL AV 0 0 4 12 0 0 B 58 0 0 3 3 0 0 6 12 0 0 7 84 S MIAMI AV@SE 2.6 RD 0 0 4 13 0 0 9 60 0 0 3 3 0 0 6 12 0 0 7 B5 88 STs 26 RD@SW 1 AV 0 0 5 14 0 0 9 61 0 0 3 3 0 0 6 12 0 0 7 90 SW 26 RD@SW 3 AV 0 0 5 14 0 0 9 62 1 0 4 4 0 0 6 12 O 0 7 92 SW 3 AV@SW 26 RD 0 0 5 14 0 0 9 6:3 0 0 4 4 0 0 6 12 0 0 7 93 SW 3 AV@SW 29 RD 0 0 5 15 0 0 9 65 0 0 4 4 0 0 6 12 0 0 7 96 VIZCAYA STA@3201 SW 1 AV * 3 2 6 17 5 3 11 78 8 1 11 11 8 3 11 22 5 2 10 128 Sts 3 AV@SW 31 RD 0 0 6 17 0 0 11 80 0 0 11 11 0 0 11 22 0 0 10 130 SW 12 AV@SW 21 TE 0 6 6 18 1 0 12 84 0 0 11 11 0 0 11 22 1 0 10 135 SW 12 AV@SW 31 RD 1 0 7 20 0 0 12 86 0 0 11 11 0 0 11 22 0 0 11 139 SW 12 AV@SW 7 AV 1 1 7 21 0 1 12 84 0 0 11 11 0 1. 11 21 0 1 11 137 SW 12 AV@SW 15 ST 1 0 8 25 1 0 13 88 0 0 11 11 0 1 10 19 1 O 11 143 SW 12 AV@SW 13 ST 1 0 9 27 1 0 13 91 0 0 11 11 1 1 10 19 1 0 11 148 SW 12 AV@SW 11 ST 0 0 9 28 0 0 13 9.1 0 0 11 11 0 0 10 19 0 0 11 149 SW 12 AV@SW 10 ST 1 0 10 31 0 0 13 89 0 0 11 11 0 0 10 19 0 0 12 150 SW 12 AV@SW 8 ST 3 0 13 39 3 1 15 104 0 0 11 11 0 1 9 18 2 1 13 172 SW 12 AV@SW 7 ST 3 0 16 47 3 1 17 118 0 0 11 11 1 1 9 17 2 1 15 193 SW 12 AV0SW 4 ST 2 2 16 47 1 2 16 114 0 0 11 11 2 2 9 17 1 1 15 189 SW 12 "M 2 ST 2 1 17 50 2 2 16 114 0 0 11 11 0 1 B 16 1 1 15 191 SW 12 AV@SW 1 ST * 7 2 .22 66 7 4 19 136 0 0 11 11 5 1 12 23 6 3 18 23.6 NW 12 AV@NW 2 ST 1 0 23 68 2 1 20 142 0 0 11 11 0 0 12 23 1 0 19 244 NW 12 AV@NW 5 ST 1 0 24 72 1 2 19 135 0 0 11 11 3 3 12 24 1 2 19 242 NW 12 AV@NW 7 ST 4 1 27 80 2 3 18 129 0 0 it 11 1 3 11 21 2 2 19 241 NW 12 AV@NW 12 ST 0 0 26 79 0 1 17 122 0 0 11 11 1 0 11 22 0 1 18 234 NW 12 AV@NW 15 ST * 0 3 24 71 1 4 14 100 0 0 11 11 0 0 11 22 0 3 16 204 NW 16 ST@NW 12 AV 1 5 19 58 1 3 12 B6 0 D 11 11 0 2 9 1B 1 3 13 173 NW 17 STOW 14 AV 0 1 19 56 0 1 12 81 0 0 11 11 0 1 8 16 0 1 13 164 NW 14 AV@NW 16 ST 0 0 18 55 0 0 11 79 0 0 11 11 0 0 8 16 0 0 12 161 NW 14 AV@NW 15 STRD 0 0 18 55 0 0 11 77 0 0 11 11 0 0 8 16 0 0 12 159 NW 14 ST@NW 14 AV 1 1 18 55 1 1 11 79 0 0 11 11 0 0 8 16 1 0 12 161 NW 14 ST@NW 13 AV 0 0 19 56 1 0 13 88 0 0 11 11 1 0 9 17 1 0 13 172 NW 14 ST@NW 12 AV 1 1 18 55 0 0. 12 87 0 0 11. 11 0 1 8 15 0 1 13 168 NW 10 AV@NW 14 ST 0 0 18 55 0 0 13 90 0 0 11 11 0 0 8 15 D 0 13 171 NW 9 AV@NW 15 ST 0 0 18 55 0 0 13 91 0 0 11 11 0 0 8 15 0 0 13 172 NW 9 AV@NW 17 ST * 4 5 17 52 5 2 16 112 0 0 11 11 2 1 9 18 4 2 15 193 NW 10 AV@NW 19 ST 0 0 17 52 0 0 16 114 0 0 11 11 0 0 9 18 0 0 15 195 NW 20 ST@NW 10 AV 1 2 17 50 1 1 16 114 0 0 11 11 2 0 11 21 1 1 15 196 NW 20 ST@NW 11 AV 0 0 17 50 0 0 16 114 0 0 11 11 0 0 11 21 0 0 15 196 NW 20 ST@NW 12 AV 1 0 17 51 0 0 16 114 0 0 11 11 0 1 10 20 0 0 15 196 NW 12 AV@NW 21 ST 1 1 17 52 0 0 16 114 0 0 11 11 1 1 10 20 1 0 15 197 NW 12 AV@NW 22 ST 1 1 17 52 1 0 17 117 0 0 11 11 0 0 10 20 0 0 15 200 NW 12 AV@NW 24 ST 0 0 18 53 0 0 17 117 0 O 11 11 0 0 10 20 0 0 15 201 NW 12 AV@NW 27 ST 1 1 18 53 0 0 17 117 0 0 11 11 0 1 10 19 0 0 15 200 NW 12 AV@NW 29 ST 1 1 17 52 0 1 16 110 0 0 11 11 0 2 8 15 0 1 14 188 NW 12 AV@NW 32 ST 0 1 17 50 0 0 15 108 0 O 11 11 0 0 8 15 0 0 14 184 ALLAPATTAR STATION 5 7 15 45 4 3 16 111 0 D 11 11 1 1 8 15 3 3 14 182 RW 12 All@NW 36 ST 0 0 15 45 1 1 15 108 0 0 11 11 1 0 8 16 1 1 14 180 NW 12 AV@NW 39 ST 0 0 15 45 0 0 16 110 0 0 11 11 0 0 8 16 0 0 14 182 NW 12 AV@NW 41 ST 0 1 15 44 0 0 16 109 0 0 11 11 6 6 8 16 0 0 14 180 ROUTE PROFILE REPORT ROUTE 17 PAGE: 3 OF 4 Southbound SIGNUP: Sus 16NOVOO WEEKDAY DATE RUN: 01/13/09 AM PEAK MID PEAR PM PEAR OFF PEAR TOTAL CHECKED DATE FROM: 10./01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 4 OF 13 TRIPS CHECKED 4 OF 12 TRIPS CHECKED 2 OF 11 TRIPS CHECKED 2 OF 10 TRIPS CHECKED 12 OF 46 TRIPS CHECKED. AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD NW 22 AV@NW 42 ST 0 0 6 23 0 0 10 38 0 0 4 8 0 0 3 6 0 0 6 75 NW 22 AV@NW 43 ST 0 0 6 23 0 0 10 38 0 0 4 8 0 0 3 6 0 0 6 75 NW 46 ST@NW 22 AV 0 0 6 23 0 0 10 38 1 0 5 9 0 0 3 6 0. 0 6 76 NW 46 ST@NW 19 AV 0 0 6 23 0 0 10 38 0 0 5 9 0 0 3 6 0 0 .6 76 NW 46 ST@NW 18 AV 0 0 6 23 0 0 10 38 0 0 5 9 0 0 3 6 0 0 6 76 NW 17 AV@NW 46 ST 0 0 6 23 0 0 9 37 1 0 6 11 0 1 2 4 0 0 6 75 NW 17 AV@NW 43 ST 0 0 6 23 0 0 9 37 0 0 6 11 0 D 2 4 0 0 6 75 NW 17 AV@NW 40 ST D 0 6 22 1 1 9 37 0 0 6 11 1 0 3 5 0 0 6 75 NW 17 ,AV@NW 36 Sit * 0 1 5 la 3 3 9 36 6 0 12 23 1 1 3 5 2 1 7 82 NW 17 AV@NW 34 ST 1 1 4 15 3 0 11 45 2 0 14 27 0 1 2 4 1 1 8 91 NW 17 AV@NW 33 ST 1 0 4 17 1 0 12 46 1 1 14 28 0 0 2 4 1 0 8 95 NW 17 AV@NW 30 ST 0 1 4 15 1 1 12 48 0 1 13 26 0 1 2 3 0 1 8 92 NW 18 AV@NW 30 ST 1 0 4 16 1 1 12 48 1 0 14 27 0 0 2 3 1 0 8 94 NW 18 AV@NW 29 ST * 0 0 4 16 1 1 13 50 1 1 14 27 0 1 1 2 0 0 8 95 NW 18 AV@NW 28 ST 0 0 4 16 0 0 12 49 D 0 14 27 0 0 1 2 0 0 8 94 NW 17 AVON 28 ST 0 6 4 16 1 0 13 50 3 1 16 31 0 0 1. 2 1 0 8 99 NW 17 AV@NW 27 ST 0 0 4 16 0 0 12 49 0 1 15 29 0 0 1 2 0 0 8 96 NW 17 AV@NW 24 ST 0 1 4 14 0 0 12 49 0 1 14 28 0 1 1 1 0 1 8 92 NW 17 AV@NW 21 TE 0 0 4 15 1 1 12 48 0 0 14 28 1 0 1 2 0 0 8 93 NW 17 AV@NW 20 ST 0 1 3 12 2 2 12 46 1 2 13 26 1 0 2 4 1 1 7 88 NW 17 AV@NW 19 ST 0 0 3 12 2 1 12 47 0 3 11 21 0 0 2 4 1 1 7 84 NW 17 AV@NW 18 ST 0 0 3 12 1 0 12 49 1 1 11 22 1 0 3 5 1 0 7 88 NW 17 AV@NW 16 ST 1 0 4 16 0 1 11 45 0 0 11 22 0 0 3 5 0 0 7 88 NN 17 AV@NW 14 TT 1 0 4. 17 1 3 9 37 1 3 10 19 0 1 2 4 1 2 6 77 NW NORTH RIVER DR@# 1781 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW NORTH. RIVER D@NW 19 AV 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 22 CT@NW 18 ST 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 22 AV@NW 13 ST 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 22 AV@NW 11 ST 0 D 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 22 AV@NW 9 ST 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 7 ST@NW 21 AV 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 7 ST@NW 20 AV 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 7 ST89W 19 AV 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 7 ST@NW 18 AV 0 0 4 17 0 0 9 37 0 0 10 19 0 0 2 4 0 0 6 77 NW 7 ST@NW 17 CT 0 0 4 16 0 0 9 37 0 0 10' 19 0 0 2 4 0 0 6 76 NW 17 AV@NW 5 ST 0 0 4 16 1 0 10 41 1 1 10 19 0 0 2 4 1 0 7 80 NW 17 AV@NW 3 ST 0 0 4 16 0 0 10 41 0 3 7 14 0 1 2 3 0 1 6 74 14W 16 AV@W FLAGLER ST 0 0 4 16 0 0 10 41 0 0 7 14 0 0 2 3 0 0 6 74 NW 17 AV@W FLAGLER ST * 0 2 3 11 1 4 7 28 2 2 7 14 0 2 0 0 1 3 4 53 SW 17 AV@SW 2 ST 0 0 3 11 1 1 7 29 0 0 7 14 0 0 0 0 0 0 5 .54 SW 17 AV@SN 3 ST 0 0 3 10 0 0 7 29 0 1 6 12 0 1 -1 -1 0 0 4 50 SW 17 AV@SW 6 S 0 0 2 9 0 D 7 28 0 0 6 12 0 0 -1 -1 0 0 4 48 SW 17 AV@SW 8 ST 1 1 2 9 0 2 6 23 0 3 3 6 0 0 -1 -1 0 1 3 37 SW 17 AV@SW 10 ST 0 0 2 9 0 0 6 23 0 1 3 5 0 0 -1 -1 0 0 3 36 SW 17 AV@SW 11 TE 1 0 3 11 0 0 6 23 0 0 3 5 0 0 -1 -1 0 0 3 38 SW 17 AV@SW 13 ST 0 0 3 11 0 0 6 23 0 1 2 4 0 0 -1 -1 0 0 3 37 SW 17 AV@SW 16 ST 1 0 3 12 0 0 6 23 0 0 2 4 0 1 -1 -2 0 0 3 37 SW 17 AV@SW 17 ST 0 0 3. 12 0 0 6 23 0 0 2 4 0 0 -1 -2 0 0 3 37 SW 17 AV@SW 19 ST 0 0 3 12 0 1 5 20 0 1 2 3 0 1 -2 -3 0 0 3 32 SW 17 AV@SW 21 ST 0 0 3 12 0 0 5 19 0 0 2 3 0 0 -2 -3 0 0 3 31 SW 22 STOW 17 AV 0 0 3 12 0 1 4 15 0 0 2 3 0 0 -2 -3 0 0 2 27 SW 22 STOW 16 AV 0 1 2 8: 0 0 4 15 1 1 2 3 0 0 -2 -3 0 1 2 23 SW 22 ST@SW 14 AV 0 0 2 8 0 0 4 15 1 0 2 4 0 0 -2 -3 0 0 2 24 SIR 22 ST@SW 13 AV 0 0 2 8 0 0 4 15 0 0 2 4 0 0 -2 -3 6 0 2 24 SW 22 ST@SW 32 RD 0 0 2 8 0 0 .4 15 0 0 2 4 0 0 --2 -3 0 0 2 24 VIZCAYA STA@3201 SW 1 AV * 0 2 0 1 0 3 1 5 0 3 -1 -1 0 0 -2 -3 0 2 0 2 ROUTE PROFILE REPORT ROUTE 17 PAGE: i OF 4 Northbound SIGNUP: SUS 16NOV06 WEEKDAY DATE RUN: 01/13/09 AM PEAK MID PEAK PM PEAK OFF PEAK TOTAL CHECKED DATE FROM: 10/01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 2 OF 10 TRIPS CHECKED 3 OF 13 TRIPS CHECKED 3 OF 10 TRIPS CHECKED 4 OF 13 TRIPS CHECKED 12 OF 46 TRIPS CHECKED AVG AVG AVG COMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD VIZCAYA STA@3201 SW 1 AV * 0 0 0 0 3 0 3 8 7 0 7 20 3 0 3 12 3 0 3 40 SW 3 AV@SW 31 RD 0 0 0 0 0 0 3 B 0 0 7 20 1 0 4 14 0 0 4 42 SW 22 ST@SW 13 AV 0 0 0 0 0 0 3 9 0 0 7 20 0 0 4 14 0 0 4 43 SW 22 ST@SW 14 AV 0 0 0 0 1 0 4 11 0 1 6 18 0 0 4 14 0 0 4 43 SW 22 ST@SW 16 AV 0 0 0 0 2 0 5 16 0 0 6 18 0 0 4 14 0 0 4 48 SW 17 AV@SW 22 ST 0 0 0 0 1 0 6 18 3 0 8 25 1 0 4 17 1 0 5 60 SW 17 AV@SW 20 ST 0 0 0 0 0 0 .6 18 0 0 8 25 0 0 4 17 0 0 5 60 SW 17 AV@SW 19 ST 0 0 0 0 0 0 6 17 0 0 9 26 1 0 5 19 0 0 5 62 SW 17 AV@SW 17 TE 0 0 0 0 1 0 7 20 0 0 9 26 0 0 5 18 0 0 5 64 SW 17 AV@SW 16 ST 0 0 0 0 1 0 8 23 0 0 9 26 0 0 5 19 0 0 6 68 SW 17 AV@SW 13 ST 0 0 0 0 0 1 7 21 0 0 8 25 0 0 5 19 0 0 5 65 SW 17 AV@SW 12 ST 0 0 0 0 0 0 7 22 0 0 8 24 0 0 5 18 0 D 5 64 SW 17 AV@SW 9 ST 0 0 0 0 0 0 7 22 0 0 8 24 0 0 5 18 0 0 5 64 SW 17 AV@SW 8 ST 0 0 0 0 3 1 9 28 2 2 8 24 1 1 5 20 2 1 6 72 SW 17 +AV@SW 6 ST 0 0 0 0 1 0 11 32 1 0 9 26 0 0 5 19 1 0 6 77 SW 17 AV@SW 4 3T 0 0 0 0 1 0 11 34 1 0 9 27 1 0 6 22 1 0 7 83 SW 17 AV@SW 1 ST 0 0 0 0 1 1 12 35 2 0 10 31 0 0 6 22 1 0 7 88 NW 17 AV@W FLAGLER ST * 1 0 1 1 5 2 15 46 6 1 15 46 4 0 9 35 4 1 11 128 NW 17 AV@NW 3 ST 0 0 1 1 0 0 15 45 0 1 15 45 0 0 9 35 0 0 11 126 NW 17 AV@NW 5 ST 1 0 2 3 2 0 16 49 0 1 15 44 0 0 9 35 1 0 11 131 NW 17 AV@NW 7 ST 1 0 3 5 2 2 16 47 6 2 I8 55 1 1 9 35 3 2 12 142 NW 7 ST@NW 17 AV 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 142 NW 7 ST@NW 18 PL 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 142 NW 7 ST @14W 19 CT 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 142 NW 7 ST@NW 21 AV 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 142 NW 22 AV@NW 7 ST 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 142 NW 22 AV@NW 9 ST 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 142 NW 22 AV@NN 11 ST 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 142 NW 22 AV@NW 13 ST 0 0 3 5 0 0 16' 47 0 0 18 55 0 0 9 35 0 0 12 142 NW NORTH RIVER D@NW 22 AV 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 142 NW 19 AV@NW 18 ST 0 0 3 5 0 0 16 47 0 0 I8 55 0 0 9 35 0 0 12 142 NW NORTH RIV19K D@NW 19 AV 0 0 3 5 0 0 16 47 0 0 18 55 0 0 9 35 0 0' 12 142 NW NORTE RIVER DR@WW 17 AV 0 1 2 4 0 0 16 47 0 0 18 55 0 0 9 35 0 0 12 141 NW 17 AVOW 14 TE 0 0 2 4 0 1 15 44 2 2 18 55 0 0 9 34 1 1 11 137 NW 17 AV@NW 16 ST 0 1 2 3 0 0 14 .43 0 0 18 55 0 0 9 34 0 0 11 135 NW 17 AV@NW 17 ST 0 0 2 3 1 1 14 41 0 1 18 53 0 1 8 31 0 1 11 128 NW 17 AV@NW 19 ST 1 0 2 4 1 1 14 41 1 1 18 53 0 2 6 25 1 1 10 123 NW 17 AV@NW 20 ST 1 1 2 4 2 1 15 44 5 3 20 60 2 1 7 29 2 1 11 137 NW 17 AV@NW 22 ST 0 0 2 4 0 2 13 38 0 0 20 60 1 0 8 31 0 1 11 133 NW 17 AV@NW 27 ST 0 0 2 4 0 0 13 38 0 1 19 57 0 0 8 31 0 0 11 130 NW 28 ST@NW 18 AV 0 0 2 4 0 2 10 31 0 2 17 51 0 2 6 24. 0 2 9 110 NW 18 AV@NW 29 ST * 0 1 2 3 1 3 9 27 0 2 15 45 0 1 6 22 0 2 8 97 NW 17 AV@NW 29 ST 1 1 2 3 0 2 7 21 0 2 13 40 0 1 5 20 0 1 7 84 NW 17 AV@NW 31 ST 0 0 2 3 0 1 6 18 0 0 13 40 1 0 5 21 0 0 7 82 NW 17 AV@NW 33 ST 0 0 2 3 1 0 7 20 1 1 13 38' 0 0 6 22 0 0 7 83 NW 17 AV@NW 34 ST 2 0 3 6 0 1 6 18 2 2 12 37 0 0 6 23 1 1 7 84 NW 17 AV#= 36 ST * 2 1 4 8 1 1 6 18 3 2 13 40 2 1 6 25 2 1 8 91 NW 17 AV@NW 38 ST 0 1 4 7 0 0 6 1B 5 0 18 54 0 0 6 24 1 0 9 103 NW 17 AV@NW 40 ST 1 0 5 9 0 0 6 1.8 2 0 20 59 0 0 6 24 1 0 9 110 NW 17 AV@NW 43 ST 0 0 5 9 0 0 6 18 0 0 20 59 0 0 6 24 0 0 9 110 NW 46 ST@NW 17 AV 1 1 5 9 1 0 7 21 1 0 20 61 0 0 6 23 1 0 10 114 NW 46 ST@NW 19 AV 0 0 5 9 0 0 7 21 0 0 20 61 0 D 6 23 0 0 10 114 NW 46 ST@NW 2.1 AV 1 0 5 10 0 0 7 21 0 0 20 61 0 0 6 23 0 0 10 115 NW 22 AV@NW 46 ST 0 0 5 10 0 1 6 19 0 0 20 61 0 0 6 23 0 0 9 113 NW 22 AV@NW 43 ST 0 0 5 10 0 0 6 19 0 0 20 60 0 0 6 23 0 0 9 112 EARLINGTON HGTS STA@2100 NW 41 ST * 3 2 6 12 7 1 12 36 12 2 30 89 5 1 10 40 7 1 15 177 ROUTE PROFILE REPORT ROUTE 27 PAGE: '2 OF 3 Southbound SIGNUP: Bus 16NOV08 WEEKDAY DATE RUN: 01/13/09 AM PEAK MID PEAK PM PEAR OFF PEAK TOTAL CHECKED DATE FROM: 10/01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 1 OF 14 TRIPS CHECKED 9 OF 24 TRIPS CHECKED 1 OF 12 TRIPS CHECKED 3 OF 19 TRIPS CHECKED 14 OF 69 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG AVG COMM AVG AVG AVG CUMM AVG AVG AVG CUMN1 AVG AVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD .LOAD NR 27 AV@SESAME ST 0 1 13 13 1 0 14 125 1 3 35 35 6 0 6 19 0 1 14 192 NW 27 AV@ALI BABA AV 0 0 13 13 1 0 14 129 1 0 36 36 0 0 6 19 0 0 14 197 NW 27 AV@WILMINGTON ST 0 0. 13 13 0 0 14 129 0 2 34 34 0 0 6 19 0 0 14 195 NW 27 AV@YORK ST 2 0 15 15 0 0 14 128 1 0 35 35 0 0 6 19 0 0 14 197 NW 27 AV@OPA LOCKA BD 0 0 15 15 0 1 14 125 0 0 35 35 2 0 8 23 1 1 14 198 NW 27 AVOW 132 ST 0 0 15 15 1 0 14 129 3 0 38 38 0 0 8 24 1 0 15 206 NW 27 .AV@NW 131 ST 0 1 14 14 0 0 14 130 0 4 34 34 0 0 8 24 0 1 14 202 NW 27 AV@412940 0 1 13 13 0 0 14 130 0 0 34 34 0 0 B 24 0 0 14 201 NW 27 AV@NW 127 ST 0 0 13 13 0 0 15 132 0 2 32 32 0 0 8 24 0 0 14 201 NW 27 AV@OP # 12501 0 0 13 13 0 0 15 136 0 1 31 31 0 0 8 25 0 O 15 205 NW 27 AV8NW 122 ST 0 0 13 13 0 0 15 137 0 0 31 31 0 0 8 24 0 0 15 205 NW 27 AV@NW 119 ST 0 0 13 13 0 0 16 140 3 2 32 32 0 1 7 22 1 0 15 207 NW 27 AV@NW 119 ST 0 0 13 13 0 0 16 144 1 0 33 33 0 0 7 22 0 0 15 212 NW 27 AV@NW 116 ST 0 0 13 13 1 0 17 150 0 1 32 32 0 0 7 22 1 0 16 217 NW 27 AV@NW 115 ST 0 0 13 13 0 0 17 151 0 0 32 32 0 0 7 22 0 0 16 218 AT MDCC - NO@TERMINAL * 1 7 7 7 3 3 17 154 1 2 31 31 1 0 8 24 2 2 15 216 NW 27 AV$NW 113 ST * 0 0 7 7 0 0 17 154 0 0 31 31 0 0 8 24 0 0 15 216 NW 27 AV@NW 108 ST 0 0 7 7 0 0 17 157 1 1 31 31 0 0 B 24 0 0. 16 219 NW 27 AV@NW 106 ST 0 0 7 7 0 0 17 155 2 4 29 29 0 0 8 24 0 0 15 215 NW 27 AV9NW 103 ST 2 0 9 9 1 1 17 152 0 0 29 29 0 0 8 24 1 1 15 214 NW 27 AV@NW 100 ST 1 0 10 10 1 0 17 156 3 0 32 32 0 0 8 24 1 0 16 222. NW 27 AV@NW 98 ST 0 0 10 10 0 0 18 158 0 0 32 32 0 0 8 25 0 0 16 225 NW 27 AV@NW 97 ST 0 0 1.0 10 0 0 18 161 0 2- 30 30 1 0 9 28 0 0 16 229 NW 27 AV@NW 95 ST 0 0 10 10 2 0 19 175 2 0 32 32 0 0 10 29 2 O 18 246 NW 27 AV@NW 93 ST 0 0 10 10 1 0 20 178 1 0 33 33 0 1 9 27 0 0 18 248 NW 27 AV@NW 91 ST 0 0 10 10 0 0 20 182 0 0 33 33 0 0 9 27 0 0 18 252 NW 27 AV@.NW 88 ST 0 0 10 10 0 0 20 164 0 1 32 32 0 0 9 26 0 0 18 252 NW 27 AV@NW 87 ST 0 0 10 10 0 0 21 187 1 0 33 33 0 0 9 26 0 0 18 256 NW 27 AV@NW 83 ST 0 0 10 10 1 1 21 187 2 6 29 29 0 0 9 26 1 1 i8 252 NW 27 AV@NW 80 ST 1 0 11 11 3 3 21 187 0 4 25 25 2 1 10 30 2 2 15 253 NW 27 AV@NW 79 ST * 2 1 12 12 2 3 19 174 0 4 21 21 0 1 10 29 2 3 17 236 NW 27 AV@NW 77 ST 0 0 12 12 0 0 19 174 0 0 21 21 0 0 10. 29 0 0 17 236 NN 27 AV@NW 75 ST 0 0 12 12 0 0 19 175 0 0 21 21 0 0 10 29 0 0 17 237 NW 27 AV@NW 73 ST 0 0 12 12 0 0 19 173 0 0 21 21 0 0 10 29 0 0 17 235 NW 27 AV@NW 71 ST 0 1 11 11 0 0 19 170 0 0 21 21 0 0 10 29 0 0 17 231 NW 27 AV@NW 68 ST 0 0 11 11 0 0 19 161 0 1 20 20 0 1 9 27 0 1 16 225 M L RING JR STATION@'6205 NW 27 AV * 0 7 4 4 1 5 15 132 2 5 17 17 0 3 6 19 1 5 12 172 NW 27 Av@NW 62 ST 1 O 5 5 0 0 15 134 0 0 17 17 0 1 6 18 0 0 12 174 NW 27 AV@NW 60 ST 0 0 5 5 0 0 15 134 0 2 15 15 0 0 6 18 0 0 12 172 NW 27 AV@NAT 58 ST 0 0 5 5 0 0 15 133 0 0 15 15 0. 0 6 17 0 0 12 170 NW 27 AV@NW 56 ST 1 0 6 6. 0 0 15 132 0 1 14 14 0 0 6 17 0 0 12 169 NW 27 AV@NW 54 ST 0 0 6 6' 0 1 14 126 0 2 12 12 0 1 5 15 0 1 11 159 BROWNSVILLE STA@5200 NW 27 AV * 0 0 6 6 2 2 15 133 5 3 14 14 0 1 4 13 2 1 12 166 NW 27 AV@NW 50 ST 1 0 7 7 0 0 15 132 0 1 13 13 0 0 4 13 0 0 12 165 NN 27 AV@NW 48 ST 0 0 7 7 0 0 14 130 0 0 13 13 0 0 4 13 0 0 12 163 NW 27 AV@NW 46 ST 0 0 7 7 0 1 14 124 0 1 12 12 0 1 4 11 0 1 11 154 NW 27 AV@NW 43 TE 1 1 7 7 0 1 13 119 0 1 11 11 0 0 4 11 0 1 11 148 NW 27 AV@NW 41 ST 0 0 7 7 0 0 13 118 0 0 11 11 0 0 4 11 0 0 11 14'7 ;A"M 36 80? * 0 2 5 5 1 2 12 105 1 1 11 11 1 1 4 13 1 2 10 134 ,7 NW 27 AV@NW 34 ST 0 1 4 4 1 0 12 109 0 0 11 11 0 0 4 13 0 0 10 137 NW 27 AV@NW 32 ST 0 2 2 2 1 1 12 112 1 2 10 10 0 0 4 13 1 1 10 137 NW 27 AV@NW 31 ST 0 0 2 2 0 0 12 111 2 2 10 10 0 0 4 13' 0 0 10 136 NW 27 AV@NW 28 ST 0 0 2 2 1 1 13 115 0 0 10 10 0 0 4 13 1 0 10 140 NN 27 AV@NW 26 ST 0 0 2 2 1 0 13 116 0 0 10 10 0 0 4 13 0 0 10 141 NW 27 AV@NW 23 ST 0 0 2 2 0 0 13 116 0 2 8 8 0 0 4 13 0 0 10 139 NW 27 AV@NW 21 TE 0 0 2 2 0 1 12 109 0 0 a 8 0 1 4 11 0 1 9 130 ROUTE 27 Southbound WEEKDAY DATE RON: 01/13/09 CHECKED DATE FROM: 10/01/06 TO: 01/13/09 NW 27 AV@NW 17 5T XW 27 AVONW 14 ST NW 27 AV9'NA 9 ST NW 27 AV@NW 4 TE NW 27 AV@NW 3 ST NW 27 AV@NW 1 ST SW 27 AV@W FLAGLER ST SW 27 AV@SW 3 ST SW 27 AV@SW 4 ST SW 27 AV@SW 6 ST SW 27 AV@SW 10 ST SW 27 AV@SW 12 ST SW 27 AV@SW 14 ST SW 27 AV@SW 16 ST SW 27 AV@SW 17 ST SW 27 AV@SW 19 ST SW 27 AV@SW 20 ST SW 27 Av@sW 23 ST SW 27 AV@SW 24 ST SW 27 AV@SW 25 TE SW 27 AV@SW 26 ST SW 27 AV@SW 27 ST COCONUT GROVE ST.A@2780 SW 27 AV TOTAL/MAXIMUM ROUTE PROFILE REPORT PAGE: 3 OF 3 SIGNUP: Bus 16NOV08 AM PEAR MID PERK PM PEAK OFF PEAR TOTAL 530 to 830 830 to 1430 1430 to 1730 1730 to 530 1 OF 14 TRIPS CHECKED 9 09 24 TRIPS CHECKED 1 OF 12 TRIPS CHECKED 3 OF 19 TRIPS CHECKED 14 OF 69 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG COMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD 1 0 3 3 0 1 11 103 0 2 6 6 0 0 4 11 0 1 9 123 0 0 3 3 2 1 13 115 0 1 5 5 1 0 4 13 2 1 10 136 0 0 3 3 1 1 12 109 0 0 5 5 0 0 4 13 1 1 9 130 0 1 2 2 0 1 12 108 0 0 5 5 0 0 4 13 0 0 9 128 0 0 2 2 0 0 12 110 0 0 5 5 0 0 5 14 0 0 9 131 0 0 2 2 1 1 12 109 0 1 4 4 1 1 4 12 1 1 9 127 3 1 4 4 2 3 12 106 1 5 0 0 0 1 3 9 2 2 9 119 0 0 4 4 1 0 12 112 0 0 0 0 0 1 2 7 0 0 9 123 0 0 4 4 0 0 12 110 0 0 0 0 0 0 2 6 0 0 9 120 1 2 3. 3 1 3 10 92 0 0 0 0 0 0 2 6 0 2 7 101 2 0 5 5: 1 1 10 91 1 0 1 1 0 1 1 4 1 1 7 101 0 0 5 5 0 0 10 93 0 0 1 1 0 0 1 4 0 0 7 103 0 0 5 5 0 0 10 91 0 0 1 1 0 0 1 4 0 0 7 101 0 0 5 5 0 0 10 93 0 1 0 0 0 0 1 4 0 0 7 102 0 0 5 5 0 0 10 94 0 0 0 0 0 0 1 4 0 0 7 103 0 2 3 3 0 0 10 92 0 0 0 0 0 0 1 4 0 0 7 99 0 0 3 3 0 1 9 81 0 1 -1 -1 0 0 1 4 0 1 6 87 0 0 3 3 0 1 9 77 1 0 0 0 0 0 1 4 0 1 6 84 0 1 2 2 0 0 8 76 0 0 0 0 0 0 1 4 0 0 6 B2 0 0 2 2 0 1 B 69 0 0 0 0 0 D 1 3 0 1 5 74 0 0 2 2 0 0 8 68 0 2 -2 -2 0 0 1 3 0 0 5 71 0 1 1 1 0 0 7 65 1 0 -1 --1 0 0 1 3 0 0 5 68 0 1 0 0 0 5 2 17 0 6 -7 -7 0 1 0 0 0 4 1 10 44 44 16 16 60 58 21 187 83 90 38 38 19 19 10 30 51 51 18 256 ROUTE PROFILE REPORT ROUTE 27 PAGE: 1 OF 3 Northbound SIGNUP: Bus 16NOV08 WEEKDAY DATE RUN: 01/13/09 AM PEAK MID PEAK PM PEAK OFF PEAK TOTAL CHECKED DATE FROM: 10/01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 2 OF 12 TRIPS CHECKED 8 OF 24 TRIPS CHECKED 1 OF 12 TRIPS CHECKED 4 OF 21 TRIPS CHECKED 15 OF 69 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM .AVG AVG AVG COMM AVG AVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD. LOAD ON OFF LOAD LOAD COCONUT GROVE STA@2780 SW 27 AV * 10 0 10 20 4 0 4 31 14 0 14 14 6 0 6 25 6 0 6 90 SW 27 AV@SW 27 ST 1 0 11 22 0 0 4 30 0 0 14 14 1 0 7 28 0 0 6 94 SW 27 AV@SW 26 IN 1 0 12 23 0 0 4 30 0 0 14 14 0 0 7 28 0 0 6 95 SW 27 AV@SW 25 TE 0 0 12 23 1 0 4 31 0 0 14 14 0 0 7 29 0 0 6 97 SW 27 AV@SW 24 TE 1 0 12 24 0 0 4 30 0 0 14 14 1 0 8. 31 0 0 7 99 SW 27 AV@SW 23 ST 4 1 15 30 1 1 4 32 2 3 13 13 2 0 10 38 2 1 8 113 SW 27 AV@SW 19 TR 2 1 16 32 1 0 5 36 1 1 13 13 0 0 10 39 1 0 8 120 SW 27 AV@SW 19 ST 2 0 18 35 0 0 5 38 0 1 12 12 0 0 10 38 0 0 8 123 SW 27 AV@SW 17 ST 0 0 18 35 0 0 5 38 0 1 11 11 0 1 9 36 0 0 8 120 SW 27 AV@SW 16 ST 1 0 18 36 0 0 5 39 1 2 10 10 0 0 9 36 0 0 8 121 SW 27 AV@SW 14 ST 3 0 21 41 0 0 5 42 0 0 10 10 0 0 9 36 1 0 9 129 SW 27 AV@SN 12 ST 1 1 21 41 0 0 5 40 0 0 10 10 0 0 9 .35 0 0 8 126 SW 27 AV@SW 10 ST 3 3 20 40 1 1 5 42 0 0 10 10 0 1 8 33 1 1 8 125 SW 27 AV@SW 6 ST 2 1 21 42 3 1 7 58 2 3 9 9 0 0 8 33 2 1 9 142 SW 27 AV@SW 4 ST 0 1 21 41 0 0 7 59 0 0 9 9 0 1 8 31 0 0 9 140 SW 27 AV@SW 2 ST 1 2 20 39 1 2 6 51 0 0 9 9 0 1 8 30 1 1 9 129 NW 27 AVON FLAGLER ST * 6 5 21 42 4 2 8 67 5 3 11 11 2 0 9 35 4 2 10 155 NW 27 AV@NW 1 ST 0 1 21 41 0 0 8 67 0 0 11 11 0 0 9 35 0 0 10 154 NW 27 AV@NW 3 ST 0 1 20 40 0 1 8 61 0 0 11 11 0 0 9 34 0 1 10 146 NW 27 AV@NW 4 TE 3 3 20 40 0 0 8 61 2 0 13 13 0 0 9 3.4 1 0 10 148 NW 27 AV@NW 9 ST 0 0 20 40 1 0 9 68 3 5 11 11 0 1 8 32 1 1 10 151 NW 27 AV@M 14 ST 1 4 17 33 0 2 7 58. 1 0. 12 12 0 3 6. 22 0 2 B 125 NW 27 AV@NW 16 ST 1 1 17 33 0 1 7 54 0 1 11 11 0 0 6 22 0 0 8 120 NW 27 AV@NW 17 ST 3 2 18 36 0 0 7 54 0 1 10 10 0 0 6 22 1 1 8 122 NW 27 AV@NW 24 ST 2 1 19 37 1 1 6 47 0 0 10 10 0 0 5 21 0 1 8 115 NW 27 AV@NW 26 ST 3 2 20 40 0 1 5 43 0 1 9 9 0 0 5 21 1 1 8 113 NW 27 AV@NW 28 ST 2 2 20 40 1 1 5 41 0 0 9 9 0 0 5 20 0 1 7 110 NW 27 AV@NW 31 3T 1 1 20 39 1 1 5 39 0 0 9 9 0 0 5 20 0 1 7 107 NW 27 AV@NW 33 ST 1 1 19 38 0 0 5 37 0 0 9 9 0 0 5 19 0 0 7 103 NW 27 AV@NW 35 ST 0 0 19 38 0 0 5 36 0 0 9 9 0 0 5 19 0 0 7 102 NW 27;aV#. W 36 ST * 1 4 16 3.2 2 1 5 41 3 3 9 9 3 0 7 28 2 1 7 110 MN 27 AV@NW 38 ST 0 1 16 31 0 0 5 41 0 1 8 8 0 0 7 28 0 0 7 108 NW 27 AV@NW 41 ST 0 0 16 31 1 0 6 46 0 0 8 8 0 0 7 28 0 0 8 113 NW 27 AV@NW 44 ST 2 1 17 34 0 0 6 46 1 0 9 9 0 0 7 27 0 0 8 116 NW 27 AMW 46 ST 1 0 18 36 0 0 6 45 1 0 10 10 1 0 7 28 0 0 8 119 NW 27 AV@NW 48 ST 1 0 19 38 0 0 6 46 0 0 10 10 0 0 7 28 0 0 8 122 NW 27 AV@NW 50 ST 1 1 20 39. 0 0 6 47 0 0 10 10 0 0 7 29 0 0 8 125 BROWNSVILLE STA@5200 NW 27 AV * 3 4 19 38 3 1 7 58 4 0 14 14 1 1 8 30 2 1 9 140 NW 27 AV@NW 54 ST 1 0 20 39 1 0 8 67 3 0 17 17 0 0 8 30 1 0 10 153 NW 27 AV@NW 56 ST 0 0 20 39 0 0 9 68 0 0 17 17 1 0 8 32 0 0 10 156 NW 27 AV@NW 58 ST 1 0 21 41 0 0 9 70 4 1 20 20 0 0 8 32 1 0 11 163 NW 27 AV@NW 59 ST 0 0 21 41 0 0 9 70 0 0 20 20 0 0 8 33 0 0 11 164 NW 27 AV@NW 62 ST 0 0 21 41 0 0 9 71 0 2 18 18 0 6 8 33 0 0 11 163 M L KING JR STATION@6205 NW 27 AV * 8 1 28 55 6 2 13 103 5 2 21 21 3 0 11 44 5 1 15 223 NW 27 AV@NW 66 ST 0 0 28 55 1 .0 14 113 1 0 22 22 0 0 11 45 1 0 16 235 NW 27 AV@NW 68 ST 1 0 28 56 0 0 14 114 0 0 22 22 0 0 11 45 0 0 16 237 NW 27 AV@NW 71 ST 1 1 28 55 1 0 15 117 0 0 22 22 0 0 11 45 0 0 16 239 NW 27 AV@NW 73 ST 0 1 27 54 0 0 15 117 0 0 22 22 0 0 11 44 0 0 16 237 NW 27 AV@NW 75 ST 0 1 27 53 0 0 15 116 0 0 22 22 0 0 11 44 0 0 16 235 NW 27 AV@NW 77 ST 0 1 26 51 0 1 14 111 0 0 22 22 0 1 11 42 0 1 15 226 NW 27 AV@NW 79 TE * 3 3 26 52 3 2 15 118 2 4 20 20 3 1 13 52 3 2 16 242 NW 27 AV@NW 80 ST 2 1 27 53 2 0 16 131 1 0 21 21 0 0 13 53 1 0 17 258 NW 27 AV@NW 83 ST 0 1 26 52 0 1 16 128 0 0 21 21 0 0 14 54 0 0 17 255 NW 27 AV@@ 8401 0 0 26 52 1 0 17 132 1 3 19 19 0 0 14 54 0 0 17 257 NW 27 AV@NW 87 ST 1 1 27 53 0 0 16 131 0 0 19 19 0 0 13 53 0 0 17 256 NW 27 AV@NW 91 ST 1 0 27 54 0 0 17 132 0 0 19 19 0 1 13 50 0 0 17 255 ROUTE PROFILE REPORT ROUTE 36 PAGE: 1 OF 2 Westbound SIGNUP: BUS 16NOVOE WEEKDAY DATE RUN: 01/13/09 AM PEAK MTD PEAK PH PEAK OFF PEAK TOTAL CHECKED DATE FROM: 10/01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 5 OF 9 TRIPS CHECKED 8 OF 13 TRIPS CHECKED 5 OF 9 TRIPS CHECKED 2 OF 11 TRIPS CHECKED 20 OF 42 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG* AVG CUMM AVG AVG AVG COMM AVG AVG AVG CUM AVG AVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD NE 15 ST@SISCAYNE BD * 4 0 4 21 4 0 4 31 4 0 4 22 15 0 15 29 5 0 5 10.3 BISCAYNE BD@NE 15 ST 0 0 4 22 0 0 4 31 1 0 5 25 0 0 15 29 0 0 5 107 BISCAYNE BD@NE 18 ST 0 0 5 23 0 0 4 31 1 0 6 30 1 0 15 30 0 0 6 114 BISCAYNE BD@NE 2.0 ST 1 0 5 26 1 0 4 35 1 0 7 36 0 0 15 30 1 0 6 127 BISCAYNE SOME 21 ST 0 0 5 27 0 0 5 36 0 0 8 38 0 0 15 30 0 0 7 131 BISCAYNE BD@NE 23 ST 0 0 6 28 1 0 5 40 1 O 8 41 0 1 15 29 0 0 7 138 BISCAYNE BONE 25 ST 2 0 7 37 1 0 6 47 0 0 8 39 0 1 14 28 1 0 8 151 BISCAYNE HD@NE 29 ST 1 0 8 40 0 0 6 50 1 0 9 43 0 0 14 28 1 0 8 161 BISCAYNE BD@NE 30 ST 0 0 8 40 0 0 7 53 0 0 9 43 0 1 13 26 0 0 8 162 BISCAYNE BD@NE 32 ST 0 0 8 41 1 0 7 57 1 0 9 47 1 1 13 26 1 0 9 171 NE 36 ST@BISCAYNE BD * 3 1 10 51 4 1 10 78 4 2 11 57 6 0 19 37 4 1 11 223 NE 36 ST@NE 2 AV 3 0 12 62 2 0 11 91 1 0 12 62 4 1 22 43 2 0 13 258 NE 36 ST@NE 1 AV 0 0' 13 63 1 1 11 88 1 0 14 .68 1 1 21 42 1 1 13 261 NSP 36 ST@N MIAMI AV 1 0 14 70 0 0 11 87 0 0 14 68 0 0 21 42 1 0 13 267 NW 36 ST@NSP 1 AV 0 0 14 71 0 0 11 87 0 0 14 69 0 0 21 42 0 0 13 269 NW 36 ST@NW 2 AV 2 0 17 83 2 1 12 97 0 1 13 66 4 2 23 46 2 1 15 292 NW 36 ST@NW 3 AV 1 0 18 89 0 0 13 100 0 0 13 67 1 1 23 45 1 0 15 301 NW 36 ST@NW 5 AV 1 1 18 91 0 0 13 102 1 0 14 69 0 3 20 39 1 1 15 301 36 STvXN 7 411V 2 1 19 97 4 2 15 119 4 2 16 81 1 3 18 35 3 2 17 332 NW 36 STOW 9 AV 0 0 19 97 0 0 15 118 0 0 16 80 0 0 1$ 35 0 0 17 330 NW 36 ST@NW 10 AV 0 0 19 96 1 0 15 122 0 0 16 81 0 1 17 34 0 0 17 333 NSP 36 ST@NW 11 AV 0 0 19 95 0 0 15 120 1 0 16 82 0 1 16 32 0 0 16 329 ALLAPATTAH STATION' * 6 4 21 104 5 4 16 131 5 6 16 80 1 4 13 25 5 4 17 340 NW 36 ST@NW 12 PL 1 0 22 108 1 1 16 130 0 0 16 BO 0 1 12 24 1 1 17 342 NW 36 ST@NW 14 AV 0 0 22 110 0 0 16 131 1 0 17 86 0 0 12 24 1 0 18 351 NW 36 ST@NW 15 AV 1 0 23 114 6 1 16 .127 0 0 17 85 0 1 12 23 0 0 17 349 NW: 36 STOW 17 AV 1 2 22 112 2 2 16 130 6 1 21 107 1 3 9 18 3 2 18 367 NW 36 9T@NW 18 AV 1 0 23 116 1 1 16 129 1 0 22 109 1 0 10 19 1 0 19 373 NW 36 ST@NIP 19 AV 0 0 23 117 0 0 16 129 0 1 21 103 0 1 9 17 0 0 18 366 NSP 36 ST@NW 20 CT 1 0 24 119 0 0 16 126 0 1 20 102 0 2 7 14 0 1 18 361 NW 36 ST.ONW 22 AV 1 0 25 125 1 1 16 126 1 3 18 92 1 1 7 14 1 1 18 357 NW 36 ST@NW 23 AV 1 0 26 129 0 0 16 126 0 0 18 92 0 0 7 14 0 0 18 361 NW 36 ST@NW 24 AV 0 0 26 128 0 0 16 125 0 0 18 91 0 0 7 14 0 0. 16 358 NPP 36 §T" ;7 AV 2 3. 25 123 2 2 16 126 1 4 16 78 0 3 5 9 2 3 17 336 NW 'it 5T@NW 29 AV 0 0 25 123 0 0 16 127 0 0 16 78 0 0 5 9 0 0 17 337 NW 36 ST@NW 30 AV 0 1 24 120 0 0 16 128 0 1 14 72 0 1 4 7 0 1 16 327 NW 36 ST@NW 32 AV * 2 1 25 123 1 1 16 12.6 0 1 13 67 0 1 3 6 1 1 16 322 NW 36 ST@NW 33 AV * 0 0 25 123 0 1 15 121 0 1 13 64 0 0 3 6 0 1 16 314 NW 36 ST@NW 36 AV 1 0 25 125 0 0 15 121 0 0 13 64 0 0 3 6 0 0 16 316 NW 36 ST@NW 37 AV 0 0 25 125 0 2 14 109 1 0 13 66 0 0 .3 6 0 1 15 306 NW 36 ST@NW 37 PL 0 0 25 126 0 0 14 109 0 0 13 66 0 0 3 6 0 0 15 307 NW 36 ST@OREECHOBEE RD 0 3 23 115 0 1 13 103 0 1 12 61 0 0 3 6 0 1 14 285 NW 36 ST@COOLIDGE DR * 2 1 24 120 1 2 12 92 2 2 12 60 1 1 3 6 1 2 14 278 NW 36 ST@RAGAN ST 0 0 24 120 0 0 12 92 0 0 12 59 0 1 3 5 D 0 14 276 NW 36 ST@FORREST DR 0 0 24 119 0 0 11 90 0 0 12 59 0 0 3 5 0 0 14 273 NW 36 ST@EAST DR 0 1 23 115 0 1 10 82 1 1 12 59 1 1 3 5 0 1 13 261 NW 36 ST@MINOLA DR 0 0 23 113 0 0 10 82 0 0 12 59 0 0 3 5 0 0 13 259 NW 36 ST@DE SOTO DR 0 0 22 111 0 0 10 83 0 0 11 57 0 1 2 4 0 0 13 255 NW 36 ST@SOUTH DR 0 1 21 107 0 1 10 77 1 2 11 55 1 0 3 5 1 1 12 244 NW 36 ST@PALMETTO DR 0 0 21 106 0 0 9 74 0 0 11 56 0 0 3 5 0 0 12 241 NW 36 ST@fi 5375 0 0 21 106 0 0 9 71 0 1 11 53 0 0 3 5 0 0 12 235 NW 36 ST@5400 BLOCK 0 0 21 106 0 0 9 71 0 0 10 51 0 0 3 5 0 0 12 233 NW 36 STOW 57 AV * 0 0 21 105 0 1 9 68 0 1 10 50 0 1 2 3 0 1 11 226 NW 36 ST@NW 57 AV 0 0 21 105 0 O 9 70 0 0 10 49 0 0 2 3 0 0 11 227 NW 36 STO 5887 0 1 20 102 O 0 9 69 0 0 10 49 0 1 1 2 0 0 11 222 NV 36 ST@NW 62 AV 0 0 21 103 1 1 9 69 1 1 10 50 0 1 0 0 1 1 11 222 ROUTE PROFILE REPORT ROUTE 36 PAGE: 1 OF 2 Eastbound SIGNUP: Bus 16NOV08 WEEKDAY DATE RUN: 01/1.3/09 AM PEAK MID PEAK PM PEAK OFF PEAK TOTAL CHECKED DATE FROM: 10/01/06 530 to '830 830 to 1430 1430 to 1130 1730 to 530 TO: 01/13/09 6 OF 10 TRIPS CHECKED 7 OF 14 TRIPS CHECKED 4 OF 10 TRIPS CHECKED 3 OF 10 TRIPS CHECKED 20 OF 44 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG COMM AVG AVG AVG CUMM AVG AVG AVG COMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD NW 53 ST@NW 87 AV * 1 0 3 16 1 0 2 14 2 0 3 11 1 0' 2 6 1 0 2 47 NW 87 AV@NW 53 ST 0 0 3 16 0 0 2 14 0 0 3 12 0 0 2 6 0 0 2 48 NW 87 AV@NW 41 ST 0 0 3 17 0 0 2 15 2 0 4 17 0 0 2 7 0 0 3 56 NW 36 ST@NW 87 AV * 1 2 2 11 1 1 2 13. 2 0 6 25 1 0 3 9 1 1 3 58 NW 36 STH 8436 1 0 3 16 0 O 1 10 1 0 7 28 0 0 3 10 0 0 3 64 NW 36 ST@OP # 8365 0 0 3 15 0 0 2 11 0 0 7 29 0 0 3 10 0 0 3 65 NW 36 ST@NW 82 AV 0 0 3 17 1 0 2 15 1 0 8 31 0 0 3 10 1 0 4 73 NW 36 ST@EAST OF # 8050 0 0 3 18 0 0 2 16 1 0 8 33 1 0 4 12 0 0 4 79 NW 36 ST@NW 79 AV 1 0 4 24 1 0 3 20 2 1 10 39 0 0 4 12 1 0 5 95 NW 36 ST@OP 7401 0 0 4 26 1 0 4 27 1 0 10 40 0 0 4 12 1 0 5 105 NW 36 ST@NW 72 AV 1 0 5 31 1 0 5 34. 2 2 11 43 0 .0 4 13 1 1 6 121 NW 36 ST@NW 66 AV 0 0 5 32 2 0 6 45 0 0 11 43 0 0 4 13 1 0 7 133 NW 36 ST@OP # 6355 0 0 5 31 0 0 7 46 0 0 11 43 0 0 4 12 0 0 7 132 NW 36 ST@OP #5901 0 0 5 30 0 0 7 47 0 0 11 43 0 0 4 13 0 0 7 133 DOVE AVE @ LENAPE DR * 0 0 5 30 0 0 7 47 0 0 11 43 ❑ 0 4 13 0 0 7 133 l4ia Springs Circ 6 N Royal PoinC * 0 0 5 32 0 0 7 49 1 0 12 48 1 0 5 15 1 0 7 144 WESTWARD DR@CROSS ST 0 0 6 34 0 0 7 49 0 0 12 48 0 0 5 15 0 0 7 146 WESTWARD DR@MORNINGSIDE DR 0 0 .6 34 0 0 7 49 0 0 12 48 0 0 5 16 0 0 7 147 WESTWARD DR@FERN WY 0 0 6 34 0 0 7 50 0 0 12 48 0 0 5 16 0 0 7 148 WESTWARD DR@SHADOW WY 0 0 6 36 0 0 7 50 1 0 13 50 1 0 6 19 0 0 8 1.55 WESTWARD DR@CHEROKEE ST 0 0 6 36 0 0 7 50 0 0 13 50 0 0 6 19 0 0 8 155. WESTWARD DR@CHIPPEWA ST 0 0 6 38 0 0 7 50 0 0 13 50 1 0 7 21 0 0 8 159 WESTWARD DR@HAMMOND DR D 0 6 38 0 0 7 52 0 0 13 51 0 0 7 21 0 0 8 162 HAMMOND DR@LINWOOD DR 0 0 7 39 0 0 7 52 0 0 13 51 0 0 7 22 0 0 8 164 HAMMOND DR@FLAGLER DR 0 0 7 41 0 0 7 52 0 0 13 51 0 0 7 22 0 0 8 166 HAMMOND DR@GLENDALE DR 0 0 7 42 0 0 7 52 1 0 13 53 0 0 8 23 0 0 9 170 HAMMOND DR@NW 41 ST 0 0 7 44 0 0 6 53 0 0 13 53 1 1 8 24 0 0 9 174 NW 41 ST@BEVERLY DR 0 0 7 44 0 0 8 53 0 0 13 53 0 0 8 24 0 0 9 174 NW 41 ST@NW 62 AV 0 0 B 45 0 0 8 55 0 1 13 51 0 0 8 25 0 0 9 176 NW 62 AV@NW 39 TE 0 0 8 47 0 0 8 55 0 0 13 51 0 0 $ 25 0 0 9 178 NW 37 ST@NW 62 AV 1 0 8 50 0 0 8 55 0 0 13 51 1 0 9 27 0 0 9 IB3 NW 37 ST@NW 59 AV 0 0 8 50 0 0 8 55 0 0 13 51 0 0 9 27 0 0 9 183 NW 38 ST@N19 57 AV 0 0 8 50 0 0 8 55 0 0 13 51 0 0 4 27 0 0 9 183 NW 36 ST@NW 57 AV * 1 0 9 54 1 0 8 59 1 0 14 54 0 0 9 27 1 0 10 194 NW 36 ST@# 5600 1 0 10 57 1 0 9 64 1 0 14 56 0 0 9 27 1 0 10 204 NW 36 STH 5400 0 0 10 57 1 0 10 69 1 0 15 60 0 0 9 28 1 0 11 214 NW 36 ST@SOOTH DR 1 1 10 59 0 0 10 70 2 0 16 65 1 2 9 26 1 1 11 220 NW 36 STM VILLA DR 0 0 10' 58 0 0 10 71 0 0 17 66 0 O 9 26 0 0 11 221 NW 36 ST@MOKENA DR 0 0 10 59 0 0 10 72 0 0 17 66 0 0 9 26 0 0 11 223 NW 36 ST@MILLER DR 0 0 10 60 0 0 10 73 1 0 17 67 1 0 9 28 0 0 11 228 NW 36 ST@LEE DR 1 0 11 64 O 0 10 73 0 0 17 66 0 0 9 28 0 0 12 231 NW 36 ST@N6i 42 AV * 1 1 10 62 2 1 12 81 1 3 15 60 1 0 11 32 1 1 12 235 NW 36 ST@NW 37 PL 0 0 10 61 2 0 13 93 1 0 16 63 0 0 11 32 1 0 12 249 NW 36 ST@NW 37 AV 1 0 11 64 2 1 15 102 2 0 17 69 0 0 11 33 1 0 13 268 NW 36 ST@NW 36 AV 0 0 11 66 0 O 15 104 0 0 18 70 0 0. 11 34 0 0 14 274 NW 36 ST@NW 33 AV * 0 0 11 67 0 O 15 105 2 1 19 74 0 1 11 32 1 0 14 276 NW 36 ST@NW 32 AV * 1 0 13 75 1 1 15 107 2 2 19 76 1 0 12 35 1 1 15 293 Nw 36 ST@NW 30 AV 0 0 13 77 0 0 15 107 0 0 19 76 0 0 12 35 0 0 15 295 NW 36 ST@NW 29 AV 1 0 14 82 0 D 16 109 0 0 19. 76 1 0 13 38 1 0 15 305 MW 36 STOM 27 AV 2 1 15 90 3 2 17 119 2 3 19 73 2 2 13 38 2 2 16 320 NW 36 ST@NW 25 AV 0 0 15 90 1 0 17 122 0 0 18 73 0 0 13 38 0 0 16 323 NW 36 ST@NW 24 AV 0 0 15 90 0 0 17 122 0 0 19 74 0 0 13 39 0 0 16 325 NW 36 ST@NW 23 AV 0 0 15 91 0 0 18 124 0 1 18 73 1 0 14 41 0 0 16 329 1461 36 ST@NW 22 AV 2 0 16 98 2 1 19 133 2 2 1B 71 0 1 13 40 2 1 17 342 NW 36 ST@NW 21 AV 1 0 17 102 0 1 18 128 0 0 18 71 0 0 13 40 0 1 17 341 NW 36 ST@NW 19 AV 1 0 IS 106 0 0 18 129 1 0 IS 13 0 0 13 39 0 0 17 3.47 ROUTE 36 Eastbound WEEKDAY DATE RUN: 01/13/09 CHECKED DATE FROM; 10/01/06 TO: 01/13/09 NW 36 ST@NW 18 AV NW 3:i STM 17 AV NW 36 ST@NW 15 AV NW 36 ST@N9W 14 AV RW 3.6 ST@NW 13 AV 14W 36 ST@NW 11 CT ALLAPATTAR STATION NW 36 ST@NN 9 CT NW U S.TORN 7 av NW 36 ST@NW 5 AV N91 36 ST@NW 2 AV NW 36 ST@NW 1 AV NW 36 STAN MIAMI AV NE 36 ST@NE 1 AV NE 36 ST@BISCAYNE BD BISCAYNE BD@NE 35 ST BISCAYNE BD@NE 34 ST BISCAYNE HD@NE 32 ST BISCAYNE BD@NE 3.0 ST BISCAYNE BD@NE 28 ST BISCAYNE BD@NE 26 ST BISCAYNE BD@NE 23 ST BISCAYNE BD@NE 22 ST BISCAYNE BANE 20 TE BISCAYNE BD@NE 18 ST' NE 15 STOBISCAYN.E BD TOTAL/MAXIMUM ROUTE PROFILE REPORT PAGE: 2 OF 2 SIGNUP: Bus 16NOV08 AN PEAK MID PEAK PM PEAR OFF PEAK TOTAL 530 to 830 830 to 1430 1430 to 1730 1730 to 530 6 OF 10 TRIPS CHECKED 7 OF 14 TRIPS CHECKED 4 OF 10 TRIPS CHECKED 3 OF 10 TRIPS CHECKED 2D OF 44 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG GUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD 1 0 18 109 1 1 19 133 1 0 19 74 0 1 12 37 1 0 18 353 2 2 18 109 3 1 21 14.5 2 2 19 75 0 0 12 37 2 1 18 366 1 0 19 113 1 0 21 150 0 0 19 76 0 0 12 37 1 0 19 376 1 0 19 114 0 0 21 150 1 1 19 76 1 0 13 39 0 0 19 379 1 0 20 119 0 1 21 149 1 0 20 79 1 0 14 41 1 0 19 388 1 0 20 122 1 1 21 150 1 1 20 79 0 0 14 41 1 0 20 392 * 6 7 .19 114 4 5 20 143 5. 6. 2.0 78 2 5 11 34 5 6 19 369 1 0 20 117 0 0 21 144 0 3 17 67 D 0 12 35 0 1 18 363 1 2 18 108 3 3 20 141 1 2 15 60 1 1 11 34 1 2. 17 343 1 1 18 105 1 2 20 139 0 1 15 58 0 1 10 31 1 1 17 333 2 2 18 107 2 4 17 12.1 1 1 14 55 0 1 9 28 1 2 16 311 0 1 1B 105 0 0 17 120 0 1 13 53 0 0 9 28 0 1 15 306 0 1 17 101 1 2 17 118 0 1 13 50 1 0 11 32 1 1 15 301 0 1 17 99 1 2 16 109 0 2 11 42 0 1 10 29 0 1 14 279 * 0 4 13 76 1 5 12 86 1 4 8 30 1 2 B 25 1 4 11 217 1 2 12 70 0 1 11 79 0 0 8 31 0 0 8 25 0 1 10 205 3 1 12 69 0 0 11 78 0 0 8 32 0 0 8 25 0 0 10 204 0 0 11 68 0 0 11 79 1 1 8 33 0 1 8 23 0 0 10 203 1 0 12 74 0 1 11 78 0 0 9 34 0 0 8 24 1 0 11 210 1 0 13 77 1 1 11 77 1 0 9 35 0 1 7 22 1 1 11 212 0 1 13 76 0 1 10 69. 1 0 9 37 0 0 7 22 0 1 10 204 4 1 16 95 1 0 10 71 .0. 0 10 38 0 0 7 21 1 0 11 225 0 1 15 92 0 0 10 69 0 0 10 39 1 1 7 21 0 0 11 221 0 0 16 93 '0 O 10 67 1 1 9 37 0 0 7 22 0 0 11 219 0 1 15 91 0 1 9 60 1 0 10 39 0 0 8 23 0 1 11 213 * 0 15 1 4 0 8 1 7 0 10 0 1 0 5 3 8 0 10 1 20 46 47 20 122 52 52 21 154 49 50 20 79 29 28 14 41 46 45 20 392 ROUTE PROFILE REPORT ROUTE 77 PAGE: 2 OF 3 Southbound SIGNUP: Bas 16NOV08 WEEKDAY DATE RUN: 01/13/09 AM PEAS MID PEAK PM PEAK OFF PEAK TOTAL CHECKED DATE FROM: ID/01/06 530 to 830 $30 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 5 OF 22 TRIPS CHECKED 19 OF 30 TRIPS CHECKED 4 OF 20 TRIPS CHECKED 6 OF 19 TRIPS CHECKED 34 OF 91 TRIPS CHECKED AVG AVG AVG COMM AVG AVG AVG COMM AVG AVG AVG COMM AVG AVG AVG COMM AVG AVG AVG COMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD NW 7 AV@NW 90 ST 1 0 32 162 0 0 26 485 6 0 31 123 0 0 26 157 0 0 27 927 NW 7 AV@LITTLE RIVER DR 0 0 33 163 0 0 25 484 1 1 32 126 0 0 26 156 0 0 27 92.9 NW 7 AV@NW 85 'ST 0 0 33 164 D 0 26 487 0 D 32 126 0 0 26 155 0 0 27 932 NW 7 AV@NW 84 ST 1 0 33 167 0 0 26 492 1 1 32 126 0 0 26 156 0 0 28 941 NW 7 AV@NW 83 ST 0 0 33 166 0 0 26 490 1 0 32 128 0 1 26 154 0 0 28 938 NW 7 AV@NW 81 ST 0 1 33 164 0 1 25 48.1 0 1 32 127 0 0 26 153 0 1 27 925 NW 7 AV@NW 79 ST * 3 3 33 164 3 5 24 455 2 7 27 109 2 4 23 139 3 5 26 867 NW 7 AV8NW 77 ST 1 0 33 166 0 0 24 456 0 0 28 110 0 0 24 141 0 0 26 873 NW 7 AV@NW 75 ST 2 1, 34 172 0 0 24 459 2 1 29 114 0 1 22 133 1 0 26 878 NW 7 AV@NW. 73 ST 1 0 35 177 0 0 24 462 0 1 28 112 0 0 23 135 0 0 26 $86 NW 7 AV@NW 71 ST 0 1 34 172 1 1 24 465 2 1 29 116 0 1 22 131 1 1 26 884 NW 7 AV@NW 69 ST 1 1 34 172 0 1 24 458 2 0 30 121 0 0 22 132 0 1 26 883 NW 7 AV@NW 66 ST 1 0 35 175 0 0 24 456 0 0 30 121 0 1 22 129 0 0 26 881 NW 7 AV@NW '64 ST 0 0 35 176 0 0 24 456 0 1 30 11B 0 0 22 129 0 0 26 879 NW 7 AV@NW 62 ST * 3 3 35 177 3 4 23 437 2 4 28 110 1 4 19 112 2 4 25 836 NW 7 AV@NW 60 ST 1 4 36 180 1 0 23 442 0. 1 27 109 0 1 18 107 1 1 25 838 NW 7 AV@NW 58 ST 1 0 37 186 1 0 24 449 1 1 28 111 1 0 18 108 1 0 25 854 NW 7 AV@NW 55 TE 1 1 37 187 1 1 24 448 1 2 27 108 0 1 18 105 1 1 25 848 NW 7 AV@NW 54 ST 2 2 38 191 1 1 23 441 1 2 27 107 0 2 16 97 1 1 25 836 NW 7 AV@NW 52 ST 0 0 38 191 0 0 23 444 0 1 27 106 0 0 16 96 0 0 25 837 NW 7 AV@NW 50 ST 1 0 39 194 0 0 23 445 0 1 26 102 0 0 16 97 0 0 25 838 NW 7 AV@NW 48 ST 1 0 39 196 0 0 23 443 1 2 24 95 0 0 16 97 0 1 24 831 NW 7'AV@NW 47 ST 1 1 39 196 0 0 23 438 0 2 23 90 0 0 16 96 0 1 24 820 NW 7 AV@NW 44 ST 1 0 40 201 0 0 23 442 1 0 23 91 0 0 16 95 0 0 24 829 Nei 7 AV#NW 35 `ST * 3 4 39 196 1 3 22 419 2 4 20 80 1 3 14 84 1 3 23 77.9 NW 7 AV@NW 34 ST 0 0 39 196 0 0 22 416 D 0 20 80 0 0 14 84 0 0 23 776 NW 7 AV@NW 32 ST 0 1 38 192 0 0 22 414 1 1 19 77 0 1 14 81 0 1 22 764 NW 7 AV@NW 29 ST 1 1 39 195 0 1 22 411 1 1 19 75 0 1 13: 78 1 1 22 759 NW 29 ST@NW 7 AV 0 0 39 195 0 0 22 418 0 0 19 75 0 0 13 78 0 0 23 766 NW 7 AV@NW 28 ST 0 1 39 193 1 0 23 428 1 0 19 77 1 0 13 80 1 0 23 778 NW 7 AV@NW 25 ST 0 0 39 193 0 0 23 429 0 0 19 77 0 0 13 80 0 0 23 779 NW 7 AV@NW 24 ST 0 0 38 192 0 0 23 429 0 0 20 76 0 .0 14 81 0 4 23 780 NW 7 AV@NW 23 ST 0 0 39 193 0 0 23 433 0 0 20 79 0 0 14 81 0 0 23 786 NW 7 AV@NW 21 TE 0 0 38 192 D 0 23 432 0 0 20 79 0 0 14 81 0 0 23 784 NW 7 AV@NW 20 ST 0 10 29 143 2 3 22 413 1 2 18 72 0 1 12 74 1 3 21 702 NW 7 AV@NW 18 TE 2 1 30 148 0 1 21 407 0 0 18 72 0 0 12 74 0 1 21 701 NW 7 AV@NW 17 ST 0 4 26 130 0 3 19 357 1 3 16 63 1 1 12 74 0 3. 18 624 NW 7 AV@NW 15 ST 0 0 26 129 0 0 19 360 0 0 16 63 0 0 12 74 0 0 18 626 NW 7 AV@NW 14 ST 0 1 25 123 0 0 19 363 0 1 15 60 0 0 12 73 0 0 18 619 NW 7 AV@NW 13 $T 0 0 25. 123 0 0 19 365 1 0 16 63 0 0 12 73 0 0 18 624 7 JWjW 11 ST * 1 7 18 90 1. 4 16 309 1 3 14 55 1 7 6 35 1 5 14 489 1 AV@NW 9 ST 0 0 18 88 0 0 16 304 0 1 13 50 0 0 6 35 0 0 14 477 NW 7 AV@NW 8 ST RD 0 1 17 8.4 0 0 16 309 0 0 12 49 0 0 6 34 0 0 14 476 NW 7 AV@NW 6. ST 0 0 17 85 1 0 17 314 0 1 11 44 0 0 6 33 0 D 14 476 NW NORTH RIVER D@NW 6 AV 1 1 17 86 1 0 17 319 1 0 12 48 0 0 5 32 1 0 14 485 486 NW NORTH RIVER D@NW 3 ST 0 0 17 86 0 0 17 320 0 0 12 48 0 0 5 32 0 0 0 0 14 14 486 NW NORTH RIVER D@NW 2 ST 0 0 17 96 0 0 17 320 0 0 12 48 0 0 0 5 5 32 32 0 0 14 480 NW NORTH RIVER D@W FLAGLER ST 0 1 17 83 0 0 17 317 0 0 12 48 0 0 0 14 474 SW 2 ST@SW 2 AV 0 0 16 82 0 0 16 313 0 0 12 47 0 0 5 32 7 8 285 SW 1 ST@SW 1 CT 1 9 8 42 2 7 11 201 1 5 7 28 1 4 2 14 1 0 8 277 SW 1 ST@S MIAMI AV 0 0 8 40 0 0 10 195 0 0 7 28 0 0 2 14 .0 7 238 SE 1ST@SE 1 AV 0 3 5 26 1 3 9 162 2 0 9 35 0 0 3 15 1 2 3 5 183 SE 1 ST@SE 3 AV 0 3 2 12 1 3 6 123 3 3 9 35 1 1 2 13 1 NE 1 ST@NE 3 AV 0 0 2 11 1 1 7 126 1 2 9 34 1 1 3 15 1 1 5 186 NE 1 ST@NE 2 AV 0 1 1 7 0 0 7 126 0 0 8 33 0 0 3 17 0 0 5 183 NE 1 ST@NE 1 AV 0 0 1 7 2 1 8 144 3 0 11 43 1 0 4 21 1 0 6 215 ROUTE PROFILE REPORT ROUTE 77 PAGE: 1 OF 2 Northbound SIGNUP: Bus 16NOV08 WEEKDAY DATE RUN: 01/13/09 AM PEAK MID PEAR PM PEAK OFF PEAR TOTAL CHECKED DATE FROM: 10/01/06 536 to 830 830 to 14.30 1430 to 1730 1730 to 530 TO: 01/13/09 6 OF 18 TRIPS CHECKED 20 OF 31 TRIPS CHECKED 7 OF 22 TRIPS CHECKED 4 OF 22 TRIPS. CHECKED 37 OF 93 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD NW 1 ST@NW 1 AV + 8 0 9 51 13 1 15 309 17 2 26 184 12 0 14 56 13 1 16 600 NW NORTH RIVER D@NW 2 ST 0 0 9 52 0 0 15 303 0 1 25 177 0 0 14 56 0 0 16 588 NW NORTH RIVER D@NW 3 ST 0 0 9 52 0 0 15 301 0 1 25 175 0 0 14 56 0 O 16 584 NW NORTH RIVER D@NW 6 AV 0 0 9 52 0 1 14 289 0 1 24 165 0 0 14 56 0 1 15 562 NW NORTH RIVER D@NW 5 ST 0 0 9 52 0 0 14 285 0 0 23 164 0 0 14 55 0 0 15 556 NW 7 AV@NW 7 ST 0 0 9 52 1 1 15 292 0 1 23 159 0 0 14 55 1 1 15 558 NW 7 AV@NW 8 ST RD 0 0 9 53 0 0 15 293 0 0 22 157 0 0 14 55 0 0 15 558 NW 7 AV@NW 10 ST 1 0 9 56 1 0 15 303 0 0 22 157 0 0 14 55 1 0 15 571 NW 7 AV8NW 11 ST * 3 3 10 59 3 1 17 347 2 1 24 169 1 0 15 58 3 1 17 633 NW 7 AVOMW 1-3 ST 0 10. 10 57 0 0 17 3:47 0 0 24 170 0 0 15 59 D 0 17 633 NW 7 AV@NW 14 ST 0 0 10 58 1 0 18 361 1 0 25 173 0 0 15 59 1 0 18 651 NW 7 AV@NW 15 ST 0 0 10 58 0 0 18 362 0 0 25 174 0 0 15 59 0 0 18 653 NW 7 AV@NW 17 ST 1 0 10 60 4 1 21 423 3 1 27 188 1 0. 15 60 3 1 20 731 NW 7 AV@NW 18 TE 0 0 10 60 0 0 21 427 0 0 27 187 0 0 13 61 0 0 20 735 NW 7 AV@NW 20 ST 0 2 8 49 6 1 26 523 3 1 28 199 1 0 16 62 4 1 23 833 NW 7 AV@NW 21 TE 0 0 9 51 0 0 26 521 0 0 29 200 0 0 16 62 0 0 23 834 NW 7 AV@NW 22 ST 0 0 9 52 0 0 26 520 0 0 29 202 0 1 15 60 0 0 23 B34 NW 7 AV@NW 24 ST 0 0 9 53 0 0 26 523 0 0 29 204 0 0 15 60 0 0 23 840 NW 7 AVOW 27 ST 0 0 9 52 0 0 26 5.20 0 1 29 201 0 0 15 60 0 0 23 833 NW 7 AV@NW 29 ST 1 1 9 54 1 1 26 518 1 1 29 204 0 1 15 58 1 1 23 8.34 NW 7 AV@NW 31 ST 0 0 9 54 0 0 216 514 0 0 29 2.04 0 0 15 58 0 0 22 830 NW 7 AV@NW 32 ST 0 0 9 55 0 0 26 512 2 1 30 209 0 0 15 58 0 0 23 834 NW 7 AV@NW 34 ST 0 0 9 55 0 0 25 505 1 0 30 211 0 0 14 57 0 0 22 828 NW 7 AV9NA 36 ST * 3 2 10 59 2 2 26 510 3 1 32 226 3 0 17 68 2 1 23 863 NW 7 AV@NW 44 ST 0 0 10 59 0 0 26 512 0 0 32 224 0 0 17 69 0 0 23 864 NW 7 AV@NW 46 ST 1 0 11 67 0 1 26 510 0 1 31 219 0 1 16 65 0 1 23 861 NW 7 AV@NW 47 TE 0 0 12 69. 0 0 25 509 0 0 31 220 0 0 16 64 0 0 23 862 NW 7 AV@NW 49 .ST 1 0 12 72 0 0 26 510 O 0 31 219 0 0 16 64 0 0 23 865 NW 7 AV@NW 51 ST 0 0 12 73 0 0 25 506 0 0 31 216 0 0 16 64 0 0 23 861 NW 7 AV@NW 53 ST 0 0 12 73 0 0 25 503 0 0 31 219 0 0 16 64 0 0 23 859 NW 7 AV@NW 54 ST 2 1 13 76 2 1 27 536 2 1 32 222 1 0 17 68' 2 1 24 902 NW 7 AV@NW 56 ST 0 0 12 74 0 0 27 537 0 1 31 218 0 0 17 67 0 0 24 896 NW 7 AV@NW 58 ST 0 0 12 74 1 1 27 540 1 1 31 214 0 0 17 66 1 1 24 894 NW 7 AV@NW 60 ST 0 0 13 75 0 0 27 537 0 1 30 210 0 0 17 66 0 0 24 688 NW 7 AV@NW 62 ST * 2 2 13 76 4 3 28 564 4 2 32 222 1 1 16 65 3 2 25 927 NW 7 AV@NW 64 ST 0 1 12 73 1 0 28 569 1 1 32 222 1 0 17 66 0 0 25 930 NW 7 AV@NW 67 S1' 0 0 12 72 0 0 28 569 0 0 31 220 0 0 17 67 0 0 25 928 NW 7 AV@NW 69 ST 0 0 12 74 1 0 29 572 1 O 32 221 1 1 17 67 0 0 25 934 NW 7 AMW 71 ST 1 1 13 76 1 1 29 571 1 1 31 218 1 1 17 68. 1 1 25 933 NW 7 AV@NW 73 ST 0 0 13 76 0 0 28 566 1 1 31 217 0 0 17 68 0 0 25 927 NW 7 AV@NW 75 ST 0 0 13 77 0 1 28 561 0 1 30 209 0 1 17 66 0 1 25 913 NW 7 AV@NW 77 ST 0 0 13 76 0 0 28 560 0 0 3.0 209 0 0 16 65 0 0 25 910 NW 7 AV@NW 79 ST * 4 2 15 89 4 3 30 595 3 3 30 208 2 1 17 68 4 2 26 960 NW 7 AV@NW 81 ST 0 0 15 87 1 0 30 602 0 1 29 200 0 1 17 67 0 1 26 956 NW 7 AV@NW 83 ST 0 0 15 88 0 0 30 605 0 0 28 198 0 0 17 68 0 0 26 959 NW 7 AV@NW 85 ST 0 0 15 87 0 0 30 605 0 0 28 199 0 0 17 68 0 0 26 959 NW 7 AV@LITTLE RIVER DR 1 0 15 89 0 0 30 606 0 0 28 197 0 0 17 68 0 0 26 960 950 NW 7 AV@NW 91 ST 0 1 14 85 0 0 30 602 0 0 28 196 0 6 17 67 0 0 1 26 25 923 NW 7 AV@NW 94 ST 0 1 14 82 1 2 29 583 0 1 27 191 1 1 17 67 0 1 26 959 NW 7 AV@NW 95 TE 1 0 15 87 2 1 30 606 2 1 29 200 0 1 17 66 2 0 26 952 NW 7 AV@NW 97 ST 0 0 15 87 0 0 30 600 0 D 29 201 0 1 16 64 0 25 940 NW 7 AV@NW 99 ST 1 1 15 87 0 1 30 591 0 1 28 198 0 0 16 64 0 0 1 1 25 925 NW 7 AV@NW 101 ST 0 0 14 86 0 1 29 582 0 1 28 193 0 0 16 64 1 24 893 NW 7 AV@NW 103 ST 0 1 14 81 1 2 28 566 0 1 27 186 0 1 15 60 1 NW 7 AV@NW 106 ST 1 0 14 83 0 0 2.8 563 0 1 26 183. 0 2 14 55 0 0 24 884 NW 7 AV@NW 107 ST 0 0 14 84 0 1 28 553 0 1 26 179 0 0 14 55 0 0 24 871 ROUTE PROFILE REPORT ROUTE 110 PAGE: 1 OF 2 Westbound SIGNUP: Bus 16NOV08 WEEKDAY DATE RUN: 01/13/09 AM PEAK MID PEAK PM PEAK OFF PEAK TOTAL CHECKED DATE FROM: 10/01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 3 OF 11 TRIPS CHECKED 7 OF 13 TRIPS CHECKED 4 OF 13 TRIPS CHECKED 3 OF 14 TRIPS CHECKED 17 OF 51 TRIPS .CHECKED AVG AVG AVG CUMM AVG AVG AVG CUMN AVG AVG AVG CUMM AVG AVG AVG Cumm AVGAVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD 72 ST@HARDING AV * 2 0 2 7 4 0 4 25 3 0 3 13 3 0 3 10 3 0 3 55 ABBOTT AV969 ST 4 0 6 19 2 0 6 42 4 0 7 28 5 0 8 25 3 0 7 114 ABBOTT AV@INDIAN CREEK DR 1 0 7 21 1 0 7 47 1 0 8 30 0 0 9 26 1 0 7 124 INDIAN CREEK DRL65 ST 1 0 8 23 0 0 7 50 1 0 8 32 0 0 9 26 0 0 8 131 INDIAN CREEK DR@63 ST 1 0 9 27 1 0 8 55 1 0 9 34 1 0 10 30 1 0 9 146 COLLINS AV@# 5800 0 0 9 28 0 0 8 54 1 0 10 38 1 0 11 32 0 0 9 152 COLLINS AV@# 5750 0 0 9 28 0 0 8 55 0 0 10 39 0 0 11 33 0 0 9 155 COLLINS AM 5660 0 0 9 28 0 0 8 54 0 0 10 40 0 0 11 33 0 0 9 155 COLLINS AV@5500 BLK 0 Q 10 29 0 0 B 5.3 1 0 10 41 0 0 11 33 0 0 9 156 COLLINS AM 5400 0 0 10 30 0 0 8 55 1 0 11 43 1 0 12 35 0 0 10 163 COLLINS AM 5333 0 0 10 30 0 0 8 57 0 0 11 43 1 0 12 37 0 0 10 167 COLLINS AV@5200 BLK 0 0 10 30 0 0 8 57 1 0 11 45 0 0 13 38 0 0 10 170 COLLINS'AV@OP # 5025 0 0 10 30 0 0 9 60 0 0 11 45 0 0 13 39 0 0 10 174 COLLINS AV@5000 BLOCK 0 0 10 30 0 0 9 61 1 0 12 48 0 0 13 39 0 0 10 178 COLLINS AV04900 BLK 2 0 11 34 0 0 9 63 0 0 12 49 0 0 13 39 0 0 11 185 COLLINS AV04700 BLK 0 0. 11 34 1 0 10 68 1 0 13 53 0 0 13 39 1 0 11 194 COLLINS AV@4500 BLK 0 0 12 35 0 0 10 69 1. 0 14 55 0 0 13 40 0 0 17 199 COLLINS AV@4441 ENTRANCE 0 0 11 34 0 0 10 69 0 0 14 55 0 0 14 41 0 0 12 199 INDIAN CREEK DR@44 ST 0 0 11 34 0 0 10 69 1 0 15 58 1 0 14 43. 0 0 12 204 INDIAN CREEK DR043 ST 0 0 11 34 1 0 11 77 0 0 15 58 3 0 17 50 1 0 13 219 INDIAN CREEK DR041 ST * 2 4 9 27 1 1 11 76 8 2 21 84 5 1 21 63 3 2 15 250 PRAIRIE AV023 ST * 0 0 9 27 0 0 11 76 0 0 21 84 0 0 21 63 0 0 15 250 MICHIGAN AV@43 ST * 0 0 9 27 0 0 11 76 0 0 21 84 D 0 21 63 0 0 15 250 41 ST@ALTON RD * 0 0 9 27 4 3 12 86 6 3 24 96 3 0 24 72 4 2 17 281 NE 36 ST@BISCAYNE BD * 2 1 9 28 6 3 15 108 3 8 19 77 1 5 20 60 4 4 16 273 NE 36 ST@NE 2 AV 5 1 14 41 5 0 20 140 2 1 21 83 4 0 23 70 4 0 20 334 NE 36 SME 1 AV 1 0' 14 43 2 1 21 145 2 0 23 91 1 0 24 73 1 0 21 352 NW 36 ST@N MIAMI AV 2 0 16 48 1 0 21 147 0 1 22 89 0 0 24 73 1 0 21 357 NW 36 ST@NW 1 AV 0 0 16 48 0 0 21 147 0 0 22 88 1 0 25 74 0 0 21 357 NW 36 S.T@NW 2 AV 6 1 22 65 3 1 22 156 1 2 20 81 4 3 25 75 3 2 22 377 NW 36 ST@NW 3 AV 1 0 22 67 0 0 23 158 0 0 21 82 1 1 25 75 0 0 22 382 NW 36 ST@NW 5 AV 3 0 25 76 1 1 23 159 0 0 21 83 0 0 25 74 1 0 23 392 NW 36 STOW 7 AV 2 0 27 82 3 2 24 165 1 2 20 87 3 4 24 71 2 2 23 399 NW 36 ST@NW 9 AV 1 0 28 .84 1 0 24 167 0 0 20 80 0 1 23 69 0 0 24 400 NW 36 ST@NW 10.AV 0 0 28 84 0 0 24 168 1 0 21 82 0 0 23 69 0 0 24 403 NW 36 ST@NW 11 AV 0 0. 28 84 0 0 24 167 0 0 21 82 0 0 23 69 0 0 24 402 AIJAPATTAtI STATION * 7 8 2.6 79 3 5 22 152 5. 7 18 72 5 8 20 60 4 7 21 363 NW 36 ST@NW 12 PL 1 0 27 82 1 0 22 157 2 0 19 77 1 0 .20 61 1 0 22 377 NW 36 ST@NW 14 AV 1 0 28 83 1 0 23 161 1 1 19 77 0 1 20 59 1 0 22 380 NW 36 ST@NW 15 AV 0 0 28 83 0 1 22 157 0 1 19 76 0 0 19 58 0 1 22 374 NW 36 STOXV 17 AV 1 3 26 77 2 3 22 153 3 1 21 84 0 1 18 54 2 2 22 368 NW 36 ST@NLP 18 'AV 1 9 18 53 0 0 22 152 0 1 21 83 0 0 18 54 0 2 20 342 NW 36 ST@NW 19 AV 0 0 18 54 0 1 21 148 1 1 21 83 0 0 18 53 0 0 20 338 NSP 3.6 ST@NW 20 CT 0 0 18 55 0 0 21 145 0 2 19 76 0 1 16 49 0 1 19 32.6 NW 36.STVV 22 AV 1 0 19. 57 1 2 20 1.40 1 2 1$ 70 0 3 13 40 1 2 18 3.07 NW 36 ST@NW 23 AV 0 0 19 56 0 0 20 140 0 0 18 70 0 0 13 40 0 0 18 306. NW 36 ST@NW 24 AV 0 0 18 55 0 0 20 139 0 1 17 67 0 1 13 38 0 1 18 299 NW 36 STEM 27 AV 1 2 17 51 3 2 20 14.2 2 3 15 61 1 1 12 37 2 2 17 291 NSP 36 STM 29 AV 0 0 17 51 0 0 20 142 0 U 15 61 0 0 12 37 0 0 17 291 NW 36 ST@NW 30 AV 0 1 16 49 0 1 19 136 0 1 15 58 0 1 11 33 0 1 16 276 NW 36 ST@NW 32 AV 0 2 15 44 1 0 20 140 1 1 14 57 0 0 11 32 1 1 16 273 NW 36 ST@NW 33 AV * 0 0 15 44 0 2 19 131 0 1 13 53 0 0 10 31 0 1 15 259 NW 36 ST@NW 36 AV 0 1 14 42 0 0 19 131 0 1 13 50 0 0 10 31 0 0 15 254 NW 36 ST@NW 37 AV 1 1 14 41 0 0 18 128 1 0 13 52 0 0 10 31 0 0 15 252 NW 36 ST@NW 37 PL 0 0 1.3 40 0 0 18 126 0 0 13 51 0 0 10 31 0 0 15 248 NW 36 ST@OKEECHOBEE RD 0 1 12 37 0 0 18 125 0 1 13 50 0 0 10 30 0 0 14 242 ROUTE PROFILE REPORT ROUTE 110 PAGE: 1 OF 2 Beachbound SIGNUP: Bus 16NOV08 WEEKDAY DATE RUN: 01/13/09 AM.PEAK MID PEAK PM PEAK OFF PEAK TOTAL CHECKED DATE FROM: 10/01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 5 OF 12 TRIPS CHECKED 7 OF 14 TRIPS CHECKED 4 OF 11 TRIPS CHECKED 4 OF 13 TRIPS CHECKED 20 OF 50 TRIPS CHECKED AVG AVG AVG CUKK AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM ON OFA' LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD DOUGLAS RD STATION@3100 SW 37 AV * 7 0 7 37 5 0 5 37 9 0 9 36 5 0 5 21 7 0 7 131 SW 40 ST@PONCE DE LEON BD 0 0 7 37 0 0 5 38 0 0 9 37 0 0 5 21 0 0 7 13.3 SW 40 ST@SALZEDO ST 0 0 8 38 1 0 6 43 1 0 10 39 0 0 5 21 0 0 7 141 SW 42 AV@CANDIA AV 0 0 8 40 1 0 7 48 3 0 13 50 1 0 6 23 .1 0 8 161 SW 42 AV@VISCAYA AV 0 0 8 41 0 0 7 50 0 0 13 51 0 0 6 23 .0 0 8 165 SW 42 AV@CADIMA AV 0 0 8 42 0 0 7 51 0 0 13 51 0 0 6 23 0 0 8 167 SW 42 AV@CAMILO AV 0 0 8 42 0 0 8 53 0 0 13 52 0 0 6 23 0 0 9 170 SW 42 AV@UNIVERSITY DR 0 0 8 42 0 0 7 50 1 0 14 55 0 1 5 21 0 0 8 168 SW 42 AV@CATALONIA AV 0 0 8 42 0 0 7 50 1 0 14 57 2 0 7 27 0 0 9 176 SW 42 AV@ALMERIA AV 0 0 8 42 0 0 8 53 0 0 14 57 0 0 7 26 0 0 9 178 SW 42 AV@ANDALUSIA AV 1 1 8 39 1 0 8 57 3 1 16 65 1 1 7 26 1 1 9 187 SN 42 AMORAL WY * 0 0 8 39 1 1 0 58 1 0 17 69 0 1 6 25 1 0 10 191 SW 42 AV@ARAGON AV 0 0 7 37 0 0 8 59 1 0 18 70 1 0 7 27 0 0 10 193 SW 42 AV@ALCAZAR 0 1 7 34 1 0 9 65 1 0 i8 73 0 0 7 28 1 0 10 200 SW 42 AV@SW 16 TE 0 0 7 35 0 0 10 68 1 0 19 74 0 0 7 28 0 0 10 205 SW 42 AV@SW 15 ST 0 0 7 35 0 0 10 67 1 1 18 73 0 0 7 27 0 0 10 202 SW 42 AV@SW 13 ST 0 0 7 34 0 0 9 66 0 2 17 68 0 0 7 27 0 0 10 195 SW 42 AV@SW 10 ST 0 0 7 35 0 0 9 66 1 1 17 68 0 0 7 26 0 0 10 195 SW 42 AV@SW 8 ST 2 0 9 44 1 1 10 69 1 1 18 70 0 0 7 27 1 0 11 210 SW 42 AV@SW 5 TE 0 0 9 45 0 1 9 66 0 1 17 68 0 0 7 27 0 0 10 206 SW 42 AV@SW 4 .ST 0 0 9 44 0 0 9 64 1 0 18 70 0 0 7 27 0 0 10 205 SW 42 AV@SW 2 ST 0 1 9 43 0 0 9 64 0 0 17 69 0 1 6 25 0 0 10 201 SW 42 AV@W FLAGLER ST * 4 1 11 57 2 2 9 62 1 6 13 52 1 1 7 27 2 2 10 198 NW 42 AV@NW 2 ST 0 0 11 57 1 0 9 66 0 0 13 52 0 0 7- 27 0 0 10 202 NW 42 AV@NW 4 ST 0 0 12 58 0 0 10 68 0 1 12 48 0 0 7 27 0 0 10 201 NW 42 AV@NW 5 ST 0 0 11 57 0 0 10 68 1 0 13 51 0 0 7 27 0 0 10 203 NW 42 AV@NW 7 ST 1 1 12 58 2 1 10 70 1 3 11 44 1 2 6 24 1 2 10 196 NW 42 AV@NW 11 ST 0 0 11 57 0 0 10 69 1 2 11 43 1 1 6 22 1 1 10 191 NW 42 AV@NW 14 ST 0 0 11 57 0 0 10 70 0 0 11 43 0 0 6 22 0 0 10 192 NW 42 AV@NW 21 ST 0 0 11 57 0 0 10 70 Q 0. 11 44 0 0 6 22 0 0 10 193 NW 21 ST@TRI RAIL STATION * 0 0 11 57 0 0 10 70 0 0 11 44 0 0 6 22 0 0 10 193 MIA@LOWER LEVEL RAMP * 4 5 10 52 8 4 14 96 17 2 26 103 8 2 11 43 9 4 15 294 NW 42 AV@NW 25 ST 0 0 10 51 0 0 14 96 0 0 26 103 0 0 11 43 0 0 15 29.3 NW 42 AV@NW 27 ST 0 0 10 51 0 0 14 97 D 0 26 102 0 0 11 42 0 0 15 292 NW 42 AV@NW 28 ST 0 0 10 51 0 0 14 96 0 1 25 101 0 0 11 42 0 0 15 290 NW 42 AV@NW 30 ST 0 0 10 51 0 0 14 95 0 1 25 99 0 0 10 41 0 0 14 286 NW 36 ST@NW 42 AV * 1 1 10 49 1 0 14 97 3 1 27 107 0 0 10 41 1 1 15 294 NFT 36 ST@NW 37 PL 0 0 10 50 0 0 14 96 2 0 29 115 0 0 10 41 1 0 15 302 NW 36 ST@NW 37 AV 0 0 10 50 1 1 13 91 1 0 30 120 0 0 10 41 1 1 15 302 NW 36 ST@NW 36 AV 0 0 10 52 0 0 13 90 0 1 30 119 0 O 10 40 0 0 15 301 NW 36 ST@NW 33 AV * 0 0 11 54 1 1 13 91 0 0 30 126 0 0 10 41 1 0 15 306 NW 36 ST@NW 32 AV * 1 0 11 56 1 1 13 93 2 2' 30 120 0 1 10 40 1 1 15 309 NW 36 ST@NN 30 AV 1 0 12 59 0 0 13 93 0 0 30 121 1 0 11 42 0 0 16 315 NW 36 ST@NW 29 AV 0 0 12 60 0 O 14 95 0 0 30 121 0 O 11 42 0 0 16 318 NW 36 STOW 27 AV 2 1 13 67 2 0 16 109 2 3 29 117 1 1. 11 42 2 1 17 335 NW 36 ST@NW 25 AV 0 0 14 65 1 0 16 112 0 0 30 118 0 0 11 42 0 0 17 341 NW 36 ST@NW 24 AV 0 0 14 70 0 0 16 114' 1 0 30 119 0 0 11 42 0 0 17 345 NW 36 ST@NW 23 AV 0 0 14 71 0 0 16 114 0 0 30 118 0 0 11 42 0 0 17 345 Nei 35 4T@XW 22.AV 2 0. 16 78 2 1 17 121 2 3 28 111 1 0 11 43 2 1 18 353. NW 36 ST@NW 21 AV 0 0 16 80 1 0 18 125 0 0 28 111 0 0 11 42 0 0 18 355 NW 36 ST@NW 19 AV 1 0 17 83 0 0 18 128 0 0 28 111 0 0 11 42 0 0 18 364 NW 36 ST@NW 18 AV 1 0 18 89 0 6 19 130 1 0 28 113 0 0 11 42 1 0 19 374 $W 36 ST@NW 17 AV 3 1 19 96 2 1 19 136 4 2 30 120 0 1 10 40 2 1 20 392 N(4 36 STONW 15 AV 1 1 19 96 1 0 20 139 1 0 30 121 1 0 11 42 1 0 20 398 NN 36 ST@NW 14 AV 1 0 20 99 0 0 20 142 0 1 30 120 0 0 11 42 4 0 20 403 NW 36 ST@NW 13 AV 1 0 21 103 1 0 21 149 0 1 30 119 0 0 11 42 1 0 21 413 ROUTE PROFILE REPORT 110 BeachbROUTE PAGE: 2 OF 2 WEEKDAY WEEKDAY SIGNUP: BUS 16NOV08 DATE RUN: 01/13/09 AM PEAK MID PEAK PM PEAR OFF PEAR TOTAL CHECKED DATE FROM: 10/01/06 530 to 830 830 to 1430 1430 to 1730 1730 to 530 TO: 01/13/09 5 OF 12 TRIPS CHECKED 7 OF 14 TRIPS CHECKED 4 OF 11 TRIPS CHECKED 4 OF 13 TRIPS CHECKED 20 OF 50 TRIPS CHECKED AVG AVG AVG CUM AVG AVG AVG CUMM AVG AVG AVG CUM AVG AVG AVG CUMM AVG AVG AVG CUM ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ALLAPATTAH STATION * 5 5 21 10.4 8 5 25 175 7 5 31 125 3 1 12 47 6 4 23 NW 36 ST@NW 11 CT 1 0 22 109 2 0 27 188 1 1 32 126 1 0 13 50 1 0 24 .451 473 NW 36 ST@NW 9 CT 1 0 23 114 1 0 27 191 1 1 32 128 0 0 13 50 1 0 24 483 WW 36 ST"W 7 AV 2 2 23 115 3 4 27 186 1 3 30 121 1 1, 13 50 2 3 24 472 NW 36 STOW 5 AV 1 1 22 111 0 1 26 182 1 1 30 119 0 0 13 50 0 1 23 462 NW 36 ST@N4I 2 AV 2 1 23 117 1 1 26 184 1 4 26 104 1 1 13 52 1 2 23 457 NW 36 ST@NW 1 AV 0 0 24 119 0 1 25 175 0 1 25 10.1 0 0 13 52 0 1 22 447 NW 36 ST@N MIAMI AV 0 1 23 116 0 1 24 170 0 1 25 99 0 0 13 51 0 1 22 436 NE 36 STM 1 AV- 0 3 21 104 1 5 20 142 0 3 22 88 0 2 11 45 0 3 19 379 NE 36 ST@BISCAYNE HD 2 3 20 101 1 1 20 137 3 6 19 75 1 2 10 38 2 3 18 351 NE 36 ST@BISCAYNE BD 1 1 21 105 2 1 20 139 1 1 18 73 1 1 10 41 1 1 18 358 NE 36 ST@NE 6 AV 0 0 21 105 0 0 20 139 0 0 18 73 0 4 10 41 D 0 18 358 41 3T@ALTON RD * 0 2 19 97 1 3 18 124 2 2 18 70 2 1 11 43 1 2 17 334 41 ST@MERIDIAN AV 1 1 19 97 0 0 18 124 i 0 19 74 0 .0 11 43 0 0 17 338 41 ST@PRAIRIE AV 0 1 18 91 2 1 18 127 0 0 19 74 0 0 11 44 1 1 17 336 41 ST@SHERIDAN AV 1 2 16 82 1 2 17 120 1 1 19 74 1 0 12 46 1 1 16 322 41 ST@PINETREE DR 0 1 15 77 0 1 16 112 0 2 17 67 0 1 11 43 0 1 15 299 41 ST@COLLINS AV * 0 3 13 64 0 3 14 95 0 4 13 5.2 0 2 9 37 0 3 12 248 COLLINS AV@43 ST 0 1 12 61 0 1 13 92 0 0 13 51 0 0 9 36 0 1 12 240 COLLINS AV@44 ST 0 1 11 57 0 1 13 88 0 1 12 49 0 0 9 36 0 1 12 230 COLLINS AV@# 4441{FONTAINEBLEAU 0 1 10 51 D 0 13 88 0 0 12 49 0 0 9 36 0 0 11 224 COLLINS AV@# 4525 0 1 9 47 D. 0 12 86 0 0 12 49 0 0 9 36 0 0 11 218 COLLINS AV@# 4747 0 0 9 47 0 0 12 83 0 1 12 47 0 0 9 36 0 0 11 213 COLLINS AV@# 4833 0 0 9 46 0 0 12 83 0 0 12 46 0 1 9 34 0 0 10 209 COLLINS AV@# 4925 0 0 9 46 0 0 12 82 0 0 12 46 0 1 8 32 0 0 10 206 COLLINS AV@# $005 0 0 9 46 0 0 11 80 0 0 12 46 0 0 8 32 0 0 10 204 COLLINS AV@# 5101 0 0 9 47 O 0 11 78 0 0 12 45 0 0 8 32 0 0 10 203 COLLINS AV@# 5225 0 0 9 45 0 0 11 77 0 0 11 45 0 0 8 31 0 0 10 198 COLLINS AV@# 5313: 0 0 9 45 0 0 11 77 0 0 11 45 0 0 8 30 0 0 10 197 COLLINS AV@# 5401 0 0 9 46 0 1 10 72 0 0 11 45 0 0 8 31 0 0 10 194 COLLINS AV@# 5445 0 0 9 46 0 0 10 70 0 1 11 43 0 0 8 30 0 0 9 189 COLLINS AV@# 5555 0 0 9 45 0 0 10 71 0 0 11 42 0 0 7 29 0 0 9 187 COLLINS AV@# 5601 0 0 9 45 0 0 10 69 0 0 11 42 0 0 7 29 0 0 9 185 COLLINS AV@# 5775 0 0 9 45 0 0 10 69 0 1 10 40 0 0 7 29 0 0 9 183 COLLINS AV@# 5875 0 0 9 46 0 0 10 68 0 0 10 40 0 0 7 29 0 0 9 183 COLLINS AV@63 ST 0 1 9 43 0 1 9 63 0 1 9 37 0 0 7 29 0 1 9 172 COLLINS AV@# 6365 D 0 8 42 0 0 9 63 0 0 9 37 0 0 7 29 0 0 9 171 COLLINS AV@65 ST 0 0 9 43 0 1 9 61 0 1 B 33 O 1 7 27 0 1 8 164 COLLINS AV@67 ST 0 5 4 21 0 3 6 41 0 2 6 25 0 1 6 22 0 3 5 109 COLLINS AV969 ST 0 2 3 13 0 2 4 30 0 1 6 22 0 2 4 14 0 2 4 79 72 ST@HARDING AV * 0 3 0 0 0 4 0 0 0 5 1 3 0. 4 0 0 0 4 0 3 TOTAL/MAXIMUM 59 59 24 119 65 65 27 191 82 82 32 128 34 34 13 52 61 61 24 483 ROUTE 277 Southbound WEEKDAY DATE RUN: 41/13/09 CHECKED DATE FROM: 10/01/06 TO: 01/13/09 GOLDEN GLADES@TERMINAL NR 7 AV@NW 151 ST NW 7 AV@NW 135 ST NW 7 AV@NW 125 ST NW 7 AV@NW 120 ST NW 7 AV@NW 103 ST NW 7 AV@NW 95 ST NW 7 AV@NW 79 ST NW 7 AV@NW 71 ST NW 7 AV@.NW 62 ST NW 7 AV@NW 54 ST NW 7 AMW 35 ST NW7AMW29 ST NW 7 AV@NW 20 ST NW 7 AV@NW 17 ST 7 AVONW 11 ST SW 1 STM 1 CT NW 1 ST@XW 1 AV TOTAL/MAXIMOM ROUTE PROFILE REPORT PAGE: 1 OF 1 SIGNUP: Sus 16N.0V08 AM PEAK MID PEAK PM PEAK OFF PEAK TOTAL 530 to 830 830 to 1430 1430 to 1730 1730 to 530 7 OF 10 TRIPS CHECKED 2 OF 2 TRIPS CHECKED 7 OF 9 TRIPS CHECKED 3 OF 5 TRIPS CHECKED 19 OF 26 TRIPS CHECKED AVG AVG AVG CUMM AVG AVG AVG. CUMN AVG AVG AVG COMM AVG AVG AVG CUMM AVG AVG AVG CUMM ON OFF LOAD LOAD ON OFF LOAD. LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD 7 0 7 48 7 0 7 13 6 0 6 41 11 0 11 33 7 0 7 135 2 0 B 59 1 0 7 14 1 0 7 48 3 0 13 40 2 0 8 1.61 5 0 13 91 2 0 9 18 1 1 8 54 3 1 16 47 3 0 11 210 3 1 15 105 3 0 12 23 2 1 9 61 2 1 17 51 2 1 13 240 6 1 20 140 3 1 13 26 2 1 10 70 1 1 17 51 3 1 15 287 6 0 26 183 3 0 16 32 2 1 10 73 2 3 16 49 4 1 18 337 5 1 30 210 2 1 18 35 1 1 11 77 1 1 17 50 3 1 20 372 4 2 32 225 7 5 19 38 3 3 11 79 6 5 17 51 4 3 21 393 0 1 31 220 0 0 19 38 1 1 11 78 1 0 17 52 1 1 20 388 2 4 29 204 2 2 19 37 1 3 9 66 2 3 16 48 2 3 19 355 1 1 29 205 1 3 17 33 0 2 8 57 1 3 14 43 1 2 18 338 1. 3 28 195 1 4 14 27 1 1 8 55. 1 3 12 36 1 2 16 313 1 2 27 187 2 1 14 28 1 1 8 55 1 2 12 35 1 1 16 305 0 B 19 132 1 3 12 23 1 2 7 50 0 3 9 26 1 5 12 231 1 2 17 121 2 2 12 23 1 1 7 49 1 1 9 26 1 2 12 219 0 8 9 65 2 5 9 17 3 3 7 51 0 3 6 17 2 5 8 150 0 7 2 15 0 8. 1 2 1 6 2 11 0 3 3 8 0 6 2 36 0 2 0 3 0 2 -1 -1 0 2 -0. -1 0 2 1 2 0 2 0 3 45 45 32 225 33 34 19 39 2.9 29 11 7.9 37 36 17 52 36 36 21 393 ROUTE 277 Northbound WEEKDAY DATE RUN: 01/13/09 CHECKED DATE FROM: 10/01/()6 TO: TO: 01/13/09 NW 1 ST@NW 1 AV NN 7 AVONN 11 ST +� NW 7 AV@NW 17 ST NW 7 AV@NN 20 ST NW 7 AV@NW 29 ST NN 7 AV@NW 36 ST NW 7 AV@NW 54 ST NW 7 AV@NW 62 ST NW 7 AV@NW 71 ST NW 7 AV@NW 79 ST # NW 7 AV@NN 95 TE NW 7 AV@NW 103 ST NW 7 AV@NW 119 ST NW 7 AV@NW 125 ST NW 7 AV@NW 135 ST NN 7 AV@NW 151 ST GOLDEN GLADES@TERMINAL TOTAL/MAXIMUM ROUTE PROFILE REPORT PAGE: ' 1 OF 1 SIGNUP: SUS 16NOV08 AM PEAK MID PEAK PM PEAR OFF PEAK TOTAL 530 to 830 830 to 1430 1430 to 1730 1730 to 530 7 OF 9 AVG TRIPS AVG CHECKED 4 OF 5 TRIPS CHECKED 8 OF 9 TRIPS CHECKED 4 OF 5 TRIPS CHECKED 23 OF 28 TRIPS CHECKED ON OFF AVG LOAD CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMM AVG AVG AVG CUMN LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD ON OFF LOAD LOAD 4 2 0 0 4 21 3 0 4 14 12 0 12 98 12 0 12 46 8 0 S 185 2 0 5 7 38 49 2 1 1 5 18 3 1 14 115 3 1 13 52 2 1 10 223 1 1 8 54 1 1 0 5 19 1 1 15 117 1 0 14 57 1 0 11 242 1 1 8 58 1 1 6 22 1 1 15 120 1 1 15 60 1 1 11 256 2 1 10 69 1 1 5 5 21 1 1 15 122 0 1 15 58 1 i 11 259 2 0 12 82 2 1 6 21 2 2 16 126 2 2 15 59 2 1 12 275 3 1 14 95 2 1 8 24 1 1 16 131 1 1 15 60 2 1 13 297 0 1 13 92 0 0 8 30 31 3 0 2 1 17 137 2 2 15 60 2 1 14 322 3 2 13 93 2 2 8 31 2 2 17 17 13:6 137 1 1 1 3 15 59 0 1 14 318 1 1 14 95 1 1 8 31 0 2 16 125 1 1 13 13 51 50 2 1 2 1 14 312 2 1 15 105 1 2 8 30 2 4 14 108 0 2 11 44 2 2 13 12 301 287 1 2 14 100 1 2 7 26 1 3 11 B9 1 .2 10 40 1 2 11 255 1 1 14 96 0 1 6 24 1 1 11 89 0 1 9 37 1 1 11 246 1 2 12 85 1 1 6 24 0 3 9 69 1 1 9 35 0 2 9 213 0 2 11 75 0 0 6 23 1 2 7 59 0 1 8 31 0 1 8 188 0 8 3 21 0 6 0 0 0 8 -0 -3 0 8 -1 -2 0 7 1 16 27 24 15 105 18 18 8 31 32 32 17 137 25 26 15 60 27 2.6 14 322 2000 Model Volumes RAC Study o 0 0 m � 260 13]0 S -.. � 1839 159 129] 768 845 1554 1497 _ 351676 1105 740 902 -.. 1]09 911 1045 N �' n N 343 510ry 802 1142 509 jt 8 it Z�5 m 366. 1848 768 1434 479 2048 149] 2172 10514 1 . 23 o 5541 310] 2528 2758 1403 2683 1913 58317 8108 552 6514 6288 03832 2719 478 5]81 2114 3054 8087 m u v N61450 mm 1202]00 3277 5613 8501 7220 ry65^ 836034 n a 443g 156140 51 802 4181 8592, 85 588 959 5 25 9 4]8 9-- 16� m ro� 8797524 w � 2571 o 8.0..6 1g 49644 8837 10403 51211 � T 4176 mnfm 2 v p11j64 'L'Lm 42714 14710 m525n01 4 39`215 7'1 49644 '40084 0084 2476 26082\585 6 141 el %1m3 2298 2122g1av19T2 43541 57 46�4 4v4538 - 2 39 64 345 284 40622' 119 98 130 718 1 7307J 1262 309 1303 1 1 7 363 64 8 _0v 8 13 �3 193 gp0 501 23 562 85l 0 2 68J 141m 1904 1824 136581385 12643 1]284 17021 2677 12888 13836 13636 6778 907 1180711007 . �4: 1 4 320] m m 15335 1200 12 2 17284 17021 134OB 149 13286 12793 1]33] 15941 15332 12929 12929 13402 14994 3188261 34B6812159 �i35 13308 1 8] 12071 ]488 2 17864 $' N8q o5Na6 33018 32382 353]0 1202] R15287 mm 0 w B -a 0 m"4 ' m1S m m50"1 mw 1811 1777 944 NN - 4859 •..- 1]39 335 1090 1750 4850 loll 2158 n NN 585..-- 2108 270 8 ........2511 850 309... 3783 695 1285 655 972 J w 2801 I` a^Dg>, 1436 ?SSy >G�T7 `10� m �i p N 13606.-. __._ 529 N 665 5540 329 m155'� ]25 �5 4685w 5725 3570 4266 w N o 7 2118____ o o Q 'w m w3 'w m ] SB]]m N593 5091 'n5]] n X5215 °'5585v ` 45 545]w 3041 464 8419 5320 85 ''.� 5 85 4 6 _ 54]93^0 . ,y < $' 2125 7 gp m n o 3 1' �' S 315] 3581 .� ]530 ]490 7779 060 N �n8317 6915 8150 6150 3]59 J w 7j Oi9j m 7117 J 0024 5035 486: a_ o m 8 m u N �1840a N 0 wo 2S 2924 9370 Sees' - -15 0084 5900 8728 ]959 6007 7080 $' 7700 N N 7423 m5140 4999 0' "� 7 598 39 - l36 `� m .327 m J 24 '^ a f '.o ]44450 oo 68 �i� 73445 m 0363 m N., N u "' m 'w m u N w 981 m u °' N 333 424 _ a m ry 946 252 248 1728 N 466 2]5 .244 5)8 414 ]80 n o N 8249 7304 7883 6401 6401 3 r S 244 502 w mm 528 308 _ 572 1582 .._..._ _ 318 284 1115 253 zt gg n a � w ffi n 9220 4]68 2844 a '0 m ^' 1194 1049 '@j m 25736 m b m --8962 wr3 w: m 4938 x]940 nw 4938 S�2g m 0 11 117 99 1 868 811 64fi 0 n� � n5222 0 0 alJp�� 677 853 1302 m 1201 505 436_._ 529 1302 8 _._ 1033 84] ))) zt 120 y v 420 405 x8918 e > 23529.,_ n4i 1291 7) 1540 582 0 1075 1117 m 805 X434 0 X119 0 - �IB7B0 18Ora 11270 10156 10408 4772 3039 93 18 4 7 @1155 33585 428 10764 10764 u 7168 N 7pej k' n m m 0 18948 N o 18415 a 18102 1]9] 13970 140]4 14010 132]3 33]8 8936 18231 13280 1219] 1�1195n 5251 9311 '1157 N� 18573 10650 185]3 9490 ��` @ W" '24370 18334a 16 32] 19101 18]83 18855 14605' 14309 13259s'� x1281 35119 P Og O 2ST 3 ,yo 208 907 ST90 ^ 3522 2348]1 m18884 16993 19005 J m N 1223 m a v, m m O A> g �72g9 N o n o �i '�. m J v $ w Qi 1040N 11531080 yo-�29] v'61644� u J a J N 11109....-. 138 8034 5]] w20]]3 ]848 u a o 7340 19]1 74 c 2048- gS 1514 1272m 2g 232 5 -� �728'v 1999 i�_ 2019 -.. 7p6� w y0y6. 5131 354 ]83 i)Sfi 116 _ - �' - T@4 T n N 3a oboe m o 2 22. n 5448 - - o b _ `'7 N Sg 2245 - 22080 m 2838 1382 ......585 184 2299___ 15216 .70@5 J o v, N a 20335 . N N y�o 22,c � 9'- N . 610 585 >fifi2 651 m \291024 J 'o 284] 1 - 9@3' .. Ty3 3 gj 0 1]0]8129 1 '766 6637 ao n N - -- 0 f �. � ^ �-4998 73029 7931 � A' 749�� m 4820 004F� C. 5502 844 6244 9320 8349 w1048] 131 Y' °i 138Bta', 15204 916 550 4250 5544 0 6]1 w 10178 --- ---- 8221 34996 F 63499-` TO gE> z3107`�`� 12258 i?S2 116]1 7 Jg o m 3S 0201 11880 3B 14938 749 T3 7045 7591 8166 8540 N 6158 6170o- 11382 8411 11145 0006 9153 11356 13242 14032 1426 J 1 N 1TQ - -- m ]]] ��"• 18623 X91]9: 7302 A`� `o�y w _ 0 n/'Li� 2 151 o -o -dl 10752' n v9940 339 13' 9g 1 77473 946 )8570 0 3389 15j490 47 J 7 o� 32 -] ] �', 'w T 10 8412 7]48- 55]1 -bgg 9 5 6293' Sgt /33 66469 77473 '� - 8122 88185 o m 78510 ^6749 v 2435 w o+ " y; �fj n g"'g 12350 12174 8895 n 553 8191 5890 > y1323] 19A 5662488 6048161 N 8211. 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A Drive Alone 15,940 2 Persons 9,316 3+ Persons 6,756 SUBTOTAL 32,012 Tom. Walk Access Local 427 Premium 263 Jitney 3 Auto Access Park -n -Ride 4 Kiss -n -Ride 8 SUBTOTAL 705 TOTAL 32,717 % Transit 2% % Auto trips remain within zone 20% % Transit trips remain within zone 11% Drive Alone 19,902 2 Persons 11,576 3+ Persons 8,382 SUBTOTAL 39,860 Local 496 393 Walk Access Premium 9 Jitney Park -n -Ride 12 Auto Access Kiss -n -Ride 9 SUBTOTAL 919 TOTAL 40,779 % Transit 2% % Auto trips remain within zone 19% % Transit trips remain', within zone 10% ary_2000.xis/Summary Mode Choice Summary for all trips (attractions) in RAC for 2000 AUTO Drive Alone 143,278 2 Persons 62,295 3+ Persons 53,474 SUBTOTAL 259,047 Transit Walk Access Local 4,158 Premium 4,943 Jitney 20 Auto Access Park -n -Ride 1,316 Kiss -n -Ride 1,534 SUBTOTAL 11,971 TOTAL TOTAL 271,018 %Transit 4% Mode Choice Summary for all trips (attractions) in RAC for 2030 AUTO Drive Alone 190,031 2 Persons 81,950 3+ Persons 71,342 SUBTOTAL 343,323 Transit Walk Access Loca 1 3,974 Premium 8,426 Jitney 36 Auto Access Park -n -Ride 3,729 Kiss -n -Ride 1,804 SUBTOTAL 17,969 TOTAL TOTAL 361,292 %Transit 5% TripTableComp_Summary_2000.xisSummary (2) K:\FTL_TPTO\042492013-UM RAC\Model Data\TripTableComp_Summary_2000.xis Mode Choice Summary for all trips within RAC for 2000 AUTO Drive Alone 15,940 2 Persons 9,316 3+ Persons 6,756 SUBTOTAL 32,012 Transit Walk Access Local 427 Premium 263 Jitney 3 Auto Access Park -n -Ride 4 Kiss -n -Ride 8 SUBTOTAL 705 TOTAL 32,717 %Transit 2% %Auto trips remain within zone 12% %Transit trips remain within zone 6% Mode Choice Summary for all trips within RAC AUTO Drive Alone 19,902 2 Persons 11,576 3+ Persons 8,382 SUBTOTAL 39,860 Transit Walk Access Local 496 Premium 393 Jitney 9 Auto Access Park -n -Ride 12 Kiss -n -Ride 9 SUBTOTAL 919 TOTAL 40,779 %Transit 2% %Auto trips remain within zone 12% %Transit trips remain within zone 5% Mode Choice Summary for all trips in RAC for 2000 AUTO Drive Alone 80,778 2 Persons 43,773 3+ Persons 34,903 SUBTOTAL 159,454 Transit Walk Access Local 2,867 Premium 2,623 Jitney 10 Auto Access Park -n -Ride 287 Kiss -n -Ride 513 SUBTOTAL 6,300 TOTAL TOTAL 165,754 %Transit 4% Mode Choice Summary for all trips in RAC for 2030 AUTO Drive Alone 109,354 2 Persons 58,991 3+ Persons 47,058 SUBTOTAL 215,403 Transit Walk Access Local 2,845 Premium 4,879 Jitney 22 Auto Access Park -n -Ride 1,062 Kiss -n -Ride 474 SUBTOTAL 9,282 TOTAL TOTAL 224,685 %Transit 4% TripTableComp_Summary_2000.xlsSumma ry K:\FTL_TPTO\042492013-UM RAC\Model Data\TripTableComp_Summary_2000.xis Mode Choice Summary for all trips within RAC for 2000 AUTO Drive Alone 15,940 2 Persons 9,316 3+ Persons 6,756 SUBTOTAL 32,012 Transit Walk Access Local 427 Premium 263 Jitney 3 Auto Access Park -n -Ride 4 Kiss -n -Ride 8 SUBTOTAL 705 TOTAL 32,717 %Transit 2% %Auto trips remain within zone 20% %Transit trips remain within zone 11% Mode Choice Summary for all trips within RAC for 2030 AUTO Drive Alone 19,902 2 Persons 11,576 3+ Persons 8,382 SUBTOTAL 39,860 Transit Walk Access Local 496 Premium 393 Jitney 9 Auto Access Park -n -Ride 12 Kiss -n -Ride 9 SUBTOTAL 919 TOTAL 40,779 %Transit 2% %Auto trips remain within zone 19% %Transit trips remain within zone 10%