Laserfiche WebLink
<br />Residential Street Analvsis <br /> <br />The following residential streets were analyzed using procedures defined in the City's Baseline <br />Report: <br /> <br />. Cameron Avenue (residential) <br />. Martin Drive (residential) <br />. Kamp Drive (residential collector) <br /> <br />The City's Baseline Report describes the LOS thresholds for these streets in the following table: <br /> <br />Residential Street Level of Service <br /> <br />LOS <br />A <br />8 <br />C <br />D <br />E <br />F <br /> <br /> <br /> <br />Residential Collector Street Level of Service <br /> <br />LOS <br />A <br />8 <br />C <br />D <br />E <br />F <br /> <br /> <br />Undefined <br />U to 360 vehicles er hour <br />361 to 514 vehicles er hour <br />515 to 720 vehicles er hour <br />721 to 900 vehicles er hour <br />Greater than 900 vehicles er hour <br /> <br />10 seconds <br />7 seconds <br />5 seconds <br /> <br />For the purposes of the residential street analysis, the project trips would use either Kamp Drive <br />or Martin Avenue, with all traffic using segments of Cameron Avenue. Each roadway was ana- <br />lyzed assuming that 100 percent of the daily traffic volume will use that roadway only. This <br />conservative approach analyzes the worst-case scenario for each roadway to determine the im- <br />pact. Normally, the traffic from this development would use both streets. The existing volumes <br />and levels-of-service and the existing plus project volumes and levels-of-service are summarized <br />in the following table. <br /> <br /> Existing + Project (Assumes <br />Roadway Existing Conditions 100% of project traffic uses each <br /> roadway <br />Resideutial Dailv Peak LOS Dailv Peak LOS <br />Cameron Avenue 686 73 C 936 97 C <br />Martin Avenue 520 74 C 770 98 C <br /> <br />Item 6.e.. PUD-50 <br /> <br />Page 14 of 29 <br /> <br />June 28, 2006 <br />