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. _____ <br />_ _ . : , . _ <br />� - - _-- • ---J --- --=- - - >-� <'-= -�--�- -�-� --�� - ��--=-- - = L,__ . _ , _�. t�_:�___. _ - ---- — - _ <br />Mr. Robert Cunningham -13- January 27, 1998 <br />Effects on School Bus Service <br />The School District presently provides school bus service along Eastwood Drive north of <br />County Road I. The School District has indicated that they would not have any objections <br />to this proposed closure as long as the cul-de-sac at the south end of Eastwood Drive is <br />designed to accommodate a school bus. This design will jive the School District the <br />fle;cibility to operate a school bus on Eastwood Drive in the future, if they so desired. <br />Eifects at Kev Roadwav Locations <br />• NTain Access on County Road I <br />This primary access point is located about 230 feet east of T.H. 10 and 420 west of the <br />Greenwood Drive intersection. The separation from the driveway to the commercial center <br />to the south is 300 feet. During the p.m. peak hour, this primary Walgreens access is <br />expected to operate at LOS A for all movements, except the southbound left turn, which <br />will be LOS C. These level of service results indicate that the access will function <br />effectively for vehicles entering and exiting the site. <br />• Operation of T.H. 10 at County Road I <br />The Walgreens development is eYpected to increase the volume through this intersection by <br />three vehicles per cycle during the p.m. peak hour. This low amount of additional traffic is <br />not expected to have a significant impact on the operation of the intersection. The <br />intersection presently functions at capacity with an overall LOS F, and uses a cycle time of <br />about 157 seconds. This poor level of service is primarily due to the very high northbound <br />volumes on T.H. 10 during this peak period. <br />Discussions with Metropolitan Council staff regarding the eventual connection of State <br />Highways 118 and 610 indicated that this connection would divert some of the traffic from <br />T.H. 10, thus improving the operation of the T.H. 10 at County Road T intersection. <br />According to Mn/DOT sta.f�, this improvement is eYpected to be completed by the fall of <br />1999, just one year after Wal�eens would open. <br />In the period prior to the completion of the T.H. 11 S/610 connector, we eYamined possible <br />ways to improve the operation of the T.H. 10 and County Road I intersection. The <br />introduction of an additional westbound turn lane at County Road I was considered. The <br />addition of either a westbound right turn lane or a left turn lane will not significantly <br />improve the overall performance of the intersection. Since the T.H. 118/610 connector is <br />e;cpected to occur in 1999 and likely will divert significant traffic away from T.H. 10, no <br />further improvements are considered needed at the T.H. 10/County Road I intersection. <br />