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I <br /> <br />Brian Olson, P.E. <br /> <br />July 12, 2001 <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />Table 5 <br />Expected Daily. Traffic Volumes at Each Access Location <br /> <br />Access Location Daily Trips <br />Yak/ma Street it 156th Lane 180 <br />Waco Street at Juniper Ridge Drive 30 <br />155th Lane at Barium Street 410 <br />Xkimo Street at 153rd Avenue 310 <br />Waco Street at 153rd Avenue 480 <br />Ute Street at 153rd Avenue 140 <br /> <br />Without access provided to/from 155th Lane, nearby residents would be required to travel <br />through the development to reach 156th Lane or 153rd Avenue. This would add more trips to <br />other access points, primarily Yakima Street at 156th Lane and Waco Street at 153rd Avenue. <br /> <br />I <br />I <br /> <br />It is recommended that all proposed access points be constructed since a higher number of access <br />points provide more routes to/from the development, which will reduce the traffic impacts at any <br />one access. A higher number of access points will also provide street .continuity for snow <br />plowing and emergency vehicle access. In addition, the total travel distance .in and out of thesite <br />will be reduced. <br /> <br />Summary and Conclusions <br /> <br />I <br />I <br /> <br />A residential development is proposed on a currentlY vacant site bordered by 156th Lane, <br />Roanoke Street, i53rd Avenue and Argon Street in the City of-Ramsey. The proposed <br />development includes 155 single-family homes. The purpose of this study is to examine the <br />impacts this development would have on the adjacent roadway system. <br /> <br />Based on the analysis, the following conclusions and recommendations are offered for your <br />consideration: <br /> <br />· All key intersections currently operate at an acceptable LOS B or better during the a.m. <br /> and p.m. peak hours, with existing geometrics and traffic control. <br /> <br />I <br />I <br /> <br />With the construction of the proposed residential development, all key intersections are <br />expected to operate at an acceptable LOS B of better during the a.m. and.p.m, peak hours <br />in the year 2006. <br /> <br />-149- <br /> <br /> <br />