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Traffic Impact Stud <br />Robinson Property <br />5.1.2 Year 2040 Build Conditions <br />PUD Concept Plan - No Carl Street Connection <br />Results of the forecast year 2040 build traffic operations analysis under the PUD Concept Plan <br />with no Carl Street connection, presented in Table 12, indicate that each study intersection is <br />expected to operate at overall LOS A during the weekday a.m. and p.m. peak hours. In addition, <br />no significant side -street delay or queuing issues were observed in traffic simulations. Detailed <br />operations and queuing analysis results are presented in Appendix A. <br />Table 12 - Year 2040 Build Traffic Operations Analysis: PUD - No Carl <br />Intersection <br />Main Street & Sunset Avenue <br />AM <br />• <br />A / B <br />Peak Hour <br />9.9 / 11.6 <br />PM <br />A / B <br />Peak Hour <br />9.7 / 11.8 <br />Main Street & 4th Avenue <br />A / A <br />2.4 / 8.1 <br />A / B <br />3.5 / 11.2 <br />4th Avenue & Carl Street <br />A / A <br />1.5 / 4.1 <br />A / A <br />1.0 / 3.6 <br />Century Trail & Carl Street <br />A / A <br />0.8 / 3.5 <br />A / A <br />0.3 / 6.1 <br />Sunset Avenue & Century Trail <br />A / A <br />2.2 / 8.2 <br />A / A <br />1.5 / 6.0 <br />Sunset Avenue & Robinson Drive <br />A / A <br />1.7 / 6.2 <br />A / A <br />1.4 / 5.9 <br />Robinson Drive & Century Trail <br />A / A <br />2.5 / 5.0 <br />A / A <br />2.9 / 4.9 <br />Main Street & North Access <br />A / A <br />2.5 / 6.3 <br />A / A <br />2.7 / 6.8 <br />Sunset Avenue & West Access <br />A / A <br />0.4 / 2.6 <br />A / A <br />0.4 / 2.3 <br />Overall Intersection LOS/ Worst Approach LOS <br />Overall Intersection Delay/ Worst Approach Delay <br />ALLIANT <br />46 ­..., 1. 1 <br />Alliant No. 221-0180.1 26 <br />June 30, 2022 <br />