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Year 2025 Transportation Master Plan Update - City of Oviedo

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4.2.4 Alternative 3 – Hybrid<br />

Alternative 3 combines elements <strong>of</strong> Alternatives 1 and 2. After the first two alternatives<br />

were analyzed, the project team reviewed the results and eliminated some projects as<br />

being unacceptable to the <strong>City</strong>, or unfeasible due to existing built environments or<br />

sensitive ecological areas. The project team then looked at the remaining projects in<br />

the two initial alternatives and developed a list <strong>of</strong> projects for Alternative 3 that<br />

combined the most likely and acceptable projects for Alternative 3. The list <strong>of</strong> projects<br />

included in Alternative 3 is shown in Table 4-3. Figure D-3 in Appendix D shows the<br />

changes in the model network associated with this alternative.<br />

Table 4-3: Alternative 3 – <strong>Year</strong> <strong>2025</strong> Hybrid Alternative<br />

Project Roadway Improvement From To<br />

3-1 SR 434/SR 419 4 Lanes SR 417 Mitchell Hammock Road<br />

3-2 SR 434 (Alafaya Trail) 8 Lanes Mitchell Hammock Road McCulloch Road<br />

3-3 New Connection (Shangri La Lane) 2 Lanes SR 434/SR 419 Artesia Street<br />

3-4 New Connection (DeLeon Street Realignment) 2 Lanes Florida Avenue SR 434/SR 419<br />

3-5 New Connection (Pine Street) 2 Lanes Palm Lane Arlington Circle<br />

3-6 New Connection (Artesia Street) 2 Lanes SR 434/SR 419 Oklahoma Street<br />

3-7 New Connection (Canal Street) 2 Lanes Florida Avenue CR 426 (Geneva Dr) via Lee Ave<br />

3-8 New Connection (Florida Avenue) 2 Lanes Van Arsdale Street CR 426 (Geneva Drive)<br />

3-9 Division Street 4 Lanes Florida Avenue CR 419 (Broadway Street)<br />

3-10 New Connection (<strong>Oviedo</strong> Blvd/Division Street) 4 Lanes CR 419 (Broadway Street) Alexandria Boulevard<br />

3-11 New Connection 2 Lanes Mitchell Hammock Road Boston Cemetary<br />

3-12 New Connection (<strong>Oviedo</strong> Marketplace Boulevard) 2 Lanes Aulin Avenue Lake Jessup Avenue<br />

3-13 New Connection (Aulin Avenue Extension) 2 Lanes Aulin Avenue Chapman Road<br />

3-14 New Connection (Dr. Edward Stoner Drive) 2 Lanes SR 426 (Aloma Avenue) SR 434 (Alafaya Trail)<br />

3-15 New Connection (Clonts Street) 2 Lanes SR 434 (Alafaya Trail) <strong>Oviedo</strong> Boulevard<br />

3-16 New Connection (Rum Thai Court) 2 Lanes SR 434 (Alafaya Trail) Division Street<br />

3-17 New Connection (McCulloch Road) 2 Lanes Old Lockwood Road CR 419 (Chuluota Road)<br />

These projects were coded into the future year model and the model was run to project<br />

future traffic volumes for the <strong>City</strong> <strong>of</strong> <strong>Oviedo</strong>. The model results were converted to AADT<br />

and peak hour / peak direction volumes and compared to the future capacities based on<br />

the future year number <strong>of</strong> lanes in the alternative. A comparison table located at the<br />

end <strong>of</strong> this section, Table 4-5, shows the resulting future year volumes and peak hour/<br />

peak direction LOS for this alternative, highlighted in green.<br />

As shown in Table 4-5 there are 12 roadways segments that fail in this Alternative, and<br />

an additional 13 that operate deficiently with regard to the adopted LOS standard. This<br />

Alternative performs best in terms <strong>of</strong> having the fewest number <strong>of</strong> facilities operate at<br />

LOS F – but has more deficient segments based on the adopted LOS standard than<br />

Alternative 1. This Alternative also excluded projects that were deemed unfeasible due<br />

to environmental considerations to a greater extent than the previous two alternatives.<br />

This Alternative focuses on creating a balance between adding capacity to failing<br />

segments and increasing connectivity in the system. This Alternative is more consistent<br />

with the guiding principles, as it avoids six (6) laning facilities and creates new corridors<br />

and connections. These new connections are typically two lane roadways that could be<br />

designed accommodate other modes. Figure 4-5 shows the deficient roadways<br />

included in this Alternative.<br />

<strong>City</strong> <strong>of</strong> <strong>Oviedo</strong> 4-9<br />

<strong>Year</strong> <strong>2025</strong> <strong>Transportation</strong> <strong>Master</strong> <strong>Plan</strong> <strong>Update</strong>

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