Welcome to the Public Kickoff Meeting for the County Road 470 (four seventy) Project Development & Environment, or P ‐ D ‐ & ‐ E Study. This meeting is being conducted by the Florida Department of Transportation, or F ‐ D ‐ O ‐ T, and is being developed in coordination with Sumter and Lake Counties; the Cities of Bushnell, Wildwood, and Leesburg; and the Lake Sumter Metropolitan Planning Organization. 1
This brief presentation is intended to provide an overview of the project and the key issues to be considered during the P ‐ D ‐ & ‐ E Study. Over the next few minutes, you will learn more about the County Road 470 (four seventy) corridor and the critical role that this east/west transportation corridor plays. Presented will be a detailed look at the future needs within the study area due to anticipated growth, as well as a projection of what could happen if nothing is done to improve the roadway. Next, we will review the project history and study process, followed by an overview of how public outreach will be conducted during the P ‐ D ‐ & ‐ E Study. Contact information for the study team is provided at the end of the presentation. We are here tonight to help answer your questions and we encourage your participation. The Study Team looks forward to speaking with you this evening. 2
This project is being conducted without regard to race, color, national origin, age, sex, religion, disability or family status. Persons wishing to express their concerns relative to F ‐ D ‐ O ‐ T compliance with Title 6 may do so by contacting Jennifer Smith, the F ‐ D ‐ O ‐ T District Five Title 6 Coordinator by mail at 7 ‐ 1 ‐ 9 South Woodland Boulevard, DeLand, Florida, 3 ‐ 2 ‐ 7 ‐ 2 ‐ 0, by phone at 3 ‐ 8 ‐ 6 ‐ 9 ‐ 4 ‐ 3 ‐ 5 ‐ 3 ‐ 6 ‐ 7, or by email at Jennifer ‐ dot ‐ smith ‐ 2 ‐ at ‐ D ‐ O ‐ T ‐ dot ‐ state ‐ dot ‐ F ‐ L ‐ dot ‐ U ‐ S. Or contact Jacqueline Paramore, the F ‐ D ‐ O ‐ T State Title VI Coordinator, by mail at 6 ‐ 0 ‐ 5 Suwannee Street, Mail Station 6 ‐ 5, Tallahassee, Florida, 3 ‐ 2 ‐ 3 ‐ 9 ‐ 9 ‐ dash ‐ 0 ‐ 4 ‐ 5 ‐ 0, by phone at 8 ‐ 5 ‐ 0 ‐ 4 ‐ 1 ‐ 4 ‐ 4 ‐ 7 ‐ 5 ‐ 3, or by email at Jacqueline ‐ dot ‐ paramore ‐ at ‐ d ‐ o ‐ t ‐ dot ‐ state ‐ dot ‐ f ‐ l ‐ dot ‐ u ‐ s. All inquiries or complaints will be handled according to F ‐ D ‐ O ‐ T procedure and in a prompt and courteous manner. 3
The limits of the P ‐ D ‐ & ‐ E Study are County Road 470 (four seventy) from County Road 527 (Five Twenty Seven) to Florida’s Turnpike, including a segment of US 301 (three ‐ oh ‐ one) that connects the east and west legs of County Road 470 (four seventy). The project length is approximately 10.6 (ten point six) miles. In addition to serving as a major connection between the Florida’s Turnpike and Interstate 75 (seventy five), or I 75 (seventy five), the existing corridor currently provides the most direct connections to these two facilities for the community of Sumterville. 4
Taking a regional look at our study corridor, we can see upcoming roadway improvements and planned developments. County Road 468 (four sixty eight) is currently being widened to 4 lanes from US 301 (three ‐ oh ‐ one) to State Road 44 (forty four). US 301 (three ‐ oh ‐ one) and County Road 501 (five ‐ oh ‐ one) are currently in Preliminary Engineering, or P ‐ E, study phases similar to this P ‐ D ‐ & ‐ E study to determine the corridor’s future needs and develop an action plan. Most of these future needs are driven by changes in future land use and planned development. This includes new residential, retail, office, and other additions to the area. This exhibit is also on display at tonight’s meeting. 5
T his re pre se nts the c urre nt situatio n o n Co unty Ro ad 470 (fo ur seve nty). T o day in 2015, this c o rrido r is o pe rating at an ac c e ptable le vel o f se rvic e, with minimal c o nge stio n. *Clic k* With the future re gio nal gro wth, additio nal c ars will ne e d to ac c e ss tho se planne d deve lo pme nts. T he se c ars will utilize d the e xisting ro adways, adding mo re traffic than yo u are c urre ntly use d to . With this additio nal traffic , the Co unty Ro ad 470 (fo ur se vently) c o rrido r is pro je c te d to o pe rate at a failing le vel o f se rvic e , whic h will re sult in inc re ase d trave l time and de lay o n lo c al ro ads. 6
What is level of service? These figures illustrate the traffic served under conditions ranging from level of service A to level of service F. Similar to grades in school, a roadway that performs at level of service A is not congested and supports free ‐ flowing travel. A roadway that receives a failing grade experiences heavy congestion and significant delays as depicted in the level of service F exhibit. F ‐ D ‐ O ‐ T and other agencies monitor traffic demands throughout the transportation network, and have established adopted level of service standards that are used to identify needs and prioritize funding for capacity improvements. The adopted standard for County Road 470 (four seventy) within the study corridor is level of service C. 7
As we examine the existing operations along County Road 470 (four seventy), we see that the corridor currently provides acceptable levels of service. Both the eastern and western segments of County Road 470 (four seventy) operate at level of service B, and the segment of US 301 (three ‐ oh ‐ one) between the offset intersections provides level of service C operations. These results are based on total traffic volumes served on an average day. When considering the operational performance of individual intersections, it is the traffic served within the Peak Hour, or rush hour, that is considered. Taking a closer look at the intersections within the central portion of the project, we see the peak hour conditions at both of the signalized intersections between County Road 470 (four seventy) and US 301 (three ‐ oh ‐ one) operate at level of service B, and the unsignalized intersection with State Road 471 (four seventy ‐ one) operates at level of service C. The proportion of heavy truck traffic can also have a significant influence on traffic operations within a corridor. The daily traffic along County Road 470 (four seventy) is currently comprised of more than 20% heavy trucks. This proportion is even higher along State Road 471 (four seventy ‐ one), with daily truck volumes that exceed 36%, or more than one third of the traffic mix. 8
To forecast what traffic will look like in the future, a number of factors are examined including population projections, historical traffic growth, and travel demand from planned developments. For this particular study, traffic projections anticipate year 2040 conditions. The western portion of County Road 470 (four seventy) is projected to operate at level of service C. However, both US 301 (three ‐ oh ‐ one) and County Road 470 (four seventy) east are projected to experience failing conditions. The study area intersections are also anticipated to fail in 2040 if no improvements are made. As the study progresses, alternatives to improve these conditions will be developed and evaluated. 9
When considering the US 301 (three ‐ oh ‐ one) portion of the study area, this small segment is currently supporting through traffic from both US 301 (three ‐ oh ‐ one) and County Road 470 (four seventy). This overlapping of two facilities results in a substantial amount of left turns from County Road 470 (four seventy) onto US 301 (three ‐ oh ‐ one) as well as right turns from US 301 (three ‐ oh ‐ one) to County Road 470 (four seventy). Between the two offset intersections, State Road 471 (four seventy one) connects to US 301 (three ‐ oh ‐ one) within a curved section that can be challenging for drivers to negotiate, especially under heavier traffic conditions. The study will also be looking to identify improvements to the State Road 471 (four seventy one) intersection that will enhance operations for all users, with particular emphasis on larger trucks that are anticipated to continue utilizing this intersection the future years. 10
Connecting County Road 470 (four seventy) and US 301 (three ‐ oh ‐ one) at a single intersection eliminates the need for County Road 470 (four seventy) through traffic to use US 301 (three ‐ oh ‐ one), removes an intersection on US 301 (three ‐ oh ‐ one), improves safety by eliminating conflict points, reduces the number left and right turns at the intersections, and alleviates congestion on US 301 (three ‐ oh ‐ one). 11
To summarize the challenges: Planned growth within the region will see an evolution with some of the rural undeveloped areas transitioning to a more urbanized or suburban character. Within the immediate region surrounding County Road 470 (four seventy), plans for future development include approximately 31,000 (thirty one thousand) added residential dwelling units, 3.3 (three point three) million square feet of commercial space, as well as recreational areas, retirement housing, hotels, and civic space. Accommodating the travel demands and associated traffic planned future growth will generate requires a comprehensive approach as the Study Team looks to develop and evaluate alternatives. This includes understanding the future needs for all modes of transportation and providing for the mobility needs of cars and trucks, as well as other users such as bicycles, pedestrians, and transit. 12
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