2024-05-22 CC Packet - Laserfiche WebLink

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24 LOS F <36,300<27,600<21,100<15,900 21,100 LOS E <36,300<27,600<<15,900 LOS D <32,600<17,000 <23,300<12,000 29,100 LOS C <8,000 <<19,400<12,700 LOS B <7,900<5,000 <18,200<12,100 LOS A <7,600<4,900<3,100 <11,400 nene lalanelalane 5-4-2- 3- Facility th - and this trail and and (20 and , and - provide lane with - section is identifying - two multiuse a more urban Note the LOS D . Note that as The addition of a shoulder widths well would result in more character that the area lane+ facility would also . / - as corridor cross from 5,100 to 9,600 vehicles A four lane facility (i.e., a - turn lane) is expected to - residential range gutter), except near the CSAH 14 section, which includes curb - - Avenue) contextually capacity but ed acceptable ADT volumes along the CSAH 54 a three th level roadway capacity thresholds and lane urban facility with a - - s, - way left road type crashes. - - term - suburban off - nd Context a three a run and future cost considerations way and environmental impacts. - of the planning , including variations in lane - term corridor capacity. CSAH 54 (20 - traffic forecast . The urban cross section does not fit reduce - the is generally consider Using sufficient long . and fits with the often promotes slower and more orderly vehicle speeds section could be modified as the project moves into the section -- Corridor Capacity Based on Avenue) corridor are expected toper daythe forecasted ADT volumes, turn lanes or a center twosufficient longprovide significant rightor betterThe existing generally rural (i.e., no curb(Main Street) area. As the area has developed over time, the existing rural crosscrossgutter,can help continuous multiuse trail also helps promote more multimodal activityhas become. Therefore, for purposes of the alternative development evaluation process, on one side of the roadway was used as the basis for potential impactscrossdesign processboulevard space.