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Figure 15 — Roundabout Capacity Analysis — Year 2040 — PUD Concept Plan <br />1600 <br />1400 <br />Over Capacity <br />1200 <br />Traffic Impact Study <br />Robinson Property <br />LEGEND <br />RAB APPROACH: <br />0 AM PEAT( <br />PM PEAK <br />s <br />1000 <br />,'`.� <br />—4 Capacity lane <br />'a <br />�`. <br />of one -lane entry or right of <br />` ! <br />` two-lane entry against two conflicting lanes <br />Eg�rS�� <br />� . _ Capacity of either lane of two-lane <br />0 <br />600 <br />giPtd <br />entry against one conflicting lane <br />EgB <br />�� <br />�. <br />rm <br />SO, <br />/caJ <br />400 <br />- . <br />Under <br />Capacity of one -lane entry <br />Z00 <br />Capacity <br />�g <br />against one conflicting lane <br />(single Lane Roundabout) <br />�B <br />----------------------------r <br />Capacity of left lane of two-lane i <br />entry against two conflicting lanes <br />0 <br />p <br />SQ 5$ L-------------------------- ' <br />0 200 400 <br />600 800 1000 1200 1400 1600 1800 2000 <br />Conflicting Flow Rate (pce/hr) <br />Main Street (CSAH 14) & Sunset Avenue [CR S3j <br />Roundabout Capacity Analysis, 2040 PUD Concept Plan <br />ALLIANT <br />46 r,,..., I I I <br />Alliant No. 221-0180.1 29 <br />June 30, 2022 <br />