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95th Percentile Queues (vehicles) <br />operates at a LOS E in the 2040 No -Build scenario and LOS F in the 2040 Build <br />scenario. As these delays only occur in the PM peak hour, signalization is not <br />preferred as it may adversely affect the remaining 23 hours of the day. Therefore, <br />additional expansion of the N Diamond Lake Road roundabout will be needed by <br />2040 and reconstruction of the S Diamond Lake Road/Pineview Lane intersection <br />to a roundabout should also be pursued by 2040. Additional discussion of the <br />specific mitigation will follow. <br />The five additional intersections in Chart 11 and Chart 12 are two-way stop control <br />intersections that begin to break down in the 2040 scenarios, as shown in Chart 13 <br />and Chart 14 below. As roundabouts are the most appropriate mitigation for the <br />intersections, their mitigated results are shown in the all -way Stop/Roundabout <br />charts. <br />80 <br />70 <br />60 <br />Unre onable 95th Percentile Queue15 0 Vehicle) <br />Ks"' tea` \\yQ� p.. aa\`��o• o �`pa al> �`e' e.CK • P •CK P �ta�P �14 <br />�o �o sk4 4 a� roe 1,ac a'c \ fie a`; .4 e' <br />s <br />�e`\�\,���axs - t\ , �e\�ee����o aJ�o Q` Oa��o Q Oaa�o Oa\�o oaf° �O\a,o �O`a�oo y1°' a�e ��� ago �\e o�a�a �a <br />O O Oa Q�a'c� <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />• 2040 No Build w/ 2025 Mitigation • 2040 Preferred Land use Build w/ 2025 Mitigation 2040 Mitigation <br />Chart 13 — A.M. Peak Hour Queues: Side Street Stop Sign Controlled <br />Intersections <br />Traffic Impact Study 22 <br />North Dayton Development <br />CONSULTING <br />