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Table 6 <br />Operational Analysis <br />Alpine Dr. NW & Ramsey Blvd. NW <br />Analysis Scenario Time LOS M"axl intersection <br />Year Period Delay* . Volume** <br /> <br /> 2005 No-BuildAM Peak B' II'.0 4}0:" <br /> No-Build PM Peak B' 14.5 .5'~5 <br /> <br /> No-Build PM Peak B' 1'4:7 6~ <br /> 2007 Bt~ild ' AM Peak B' i 1.3' ' 450" <br /> BuiId PM Peak C 15~5 '630. <br /> <br />* Maximum contro! delay for worst movement in.seconds/vehicle <br />**Number of vehicles utilizing the intersection during the peak hour <br /> <br />These intersections perform very well under all scenarios in'2005, and' 20.07, The added <br />traffic of the new development does not degrade the Operations oft~e imerseetions, <br />Volume to capacity ratios are also consistently below 1:00: for att movements at alt <br />intersections. <br /> <br />The resident/al natttre of the m/nor streets may pose. future capacity issues. 'Traffic <br />incidents may also be a problem with increased cross-over movementS, at these <br />intersections. <br /> <br />lVlitigation Measu res <br /> <br />A stop sign will need' to be placed at ali development' entrances that intersect' with. the <br />sun'ounding roadway network. <br /> <br />Summary and Conclusions <br /> <br />The proposed new development is estimated to.consist o.f i62 residential u:niIs eons/sting' <br />of single-t~.mily homes. Based on the traffic anal, ysis pr.o~ided, our i'e¢ommendat:ions <br />and conclusions are: <br /> <br />No immediate improvements are needed on roadWays, around the de~,'elopment area. <br /> <br />,,%,eetbay Ridge Development EA W <br />D'affic Impact Study "" <br />C~ty of Rarest.v, Anolca County, Minnesota <br /> <br /> Prepared by: <br />Botton & Menk, Jnc <br /> <br /> <br />