08-01-2022 Council Work Session Packet

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Traffic Impact Stud Robinson Property PUD Concept Plan - With Carl Street Connection Results of the forecast year 2040 build traffic operations analysis under the PUD Concept Plan with a Carl Street connection, presented in Table 13, indicate that each study intersection is expected to operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition, no significant side -street delay or queuing issues were observed in traffic simulations. Detailed operations and queuing analysis results are presented in Appendix A. Table 13 - Year 2040 Build Traffic Operations Analysis: PUD - With Carl Intersection Main Street & Sunset Avenue AM • A / B Peak Hour 9.3 / 10.5 PM A / B Peak Hour 9.9 / 12.0 Main Street & 4th Avenue A / A 2.0 / 6.7 A / A 2.5 / 8.5 4th Avenue & Carl Street A / A 2.3 / 4.5 A / A 2.2 / 5.4 Century Trail & Carl Street A / A 1.7 / 4.1 A / A 1.8 / 3.5 Sunset Avenue & Century Trail A / A 2.2 / 8.2 A / A 1.4 / 6.0 Sunset Avenue & Robinson Drive A / A 1.5 / 6.4 A / A 1.1 / 5.9 Robinson Drive & Century Trail A / A 4.2 / 5.9 A / A 3.3 / 5.3 Main Street & North Access A / A 2.0 / 7.2 A / A 2.2 / 8.1 Sunset Avenue & West Access A / A 0.4 / 2.2 A / A 0.4 / 2.5 Overall Intersection LOS/ Worst Approach LOS Overall Intersection Delay/ Worst Approach Delay Yield Plan - No Carl Street Connection Results of the forecast year 2040 build traffic operations analysis under the Yield Plan with no Carl Street connection, presented in Table 14, indicate that each study intersection is expected to operate at overall LOS B or better during the weekday a.m. and p.m. peak hours. In addition, no significant side -street delay or queuing issues were observed in traffic simulations. Detailed operations and queuing analysis results are presented in Appendix A. Table 14 - Year 2040 Build Traffic Operations Analysis: Yield - No Carl Intersection Main Street & Sunset Avenue AM LOS B / B Peak Hour .- 10.2 / 12.4 PM A / B Peak Hour 9.6 / 11.4 Main Street & 4th Avenue A / A 2.5 / 7.9 A / B 3.9 / 13.9 4th Avenue & Carl Street A / A 1.5 / 4.4 A / A 1.0 / 3.9 Century Trail & Carl Street A / A 0.8 / 4.0 A / A 0.3 / 4.5 Sunset Avenue & Century Trail A / A 2.5 / 9.4 A / A 1.6 / 6.7 Sunset Avenue & Robinson Drive A / A 2.3 / 7.7 A / A 1.6 / 6.4 Robinson Drive & Century Trail A / A 2.8 / 5.3 A / A 3.0 / 5.0 Main Street & North Access A / A 2.8 / 6.9 A / A 2.8 / 7.1 Sunset Avenue & West Access A / A 0.5 / 2.3 A / A 0.5 / 2.4 Overall Intersection LOS/ Worst Approach LOS Overall Intersection Delay/ Worst Approach Delay ALLIANT 46 ..., I., Alliant No. 221-0180.1 27 June 30, 2022