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<br />JI " <br /> <br />e <br /> <br />e <br /> <br />e <br /> <br />DEe 1 0 1993 <br /> <br />~(~\~NE~Sol4 1, <br />~ ..-:. <br />::tI ;;: <br />t.".>- f?l <br />OF Tf\f>.~ <br /> <br />Minnesota Department of Transportation <br /> <br />District 3 <br />1991 Industrial Pk. Rd. <br />Baxter, Minnesota 56401 <br />Quality Service Through Individual Commitment <br /> <br />(218) 828-2460 <br /> <br />December 8, 1993 <br /> <br />Mr. Leonard W. Levine <br />Leonard Levine & Associates <br />2000 Piper Jaffray Tower <br />222 South Ninth Street <br />Minneapolis, MN 55402 <br /> <br />Mr. Pat K1aers <br />City Administrator <br />P.O. Box 490 <br />Elk River, MN 55330 <br /> <br />In reply refer to: <br />C.S. 7106 (T.H. 169) <br />Elk Park Center <br />Additional Access from T.H. 169 <br /> <br />Dear Sirs: <br /> <br />The Department of Transportation was requested to evaluate the possibility <br />of providing additional access from T. H. 169 to the proposed Elk Park Center <br />development site. The request to study this additional traffic movement was <br />made by Mr. Levine. Since our analysis and decision on this matter is of <br />obvious interest to all parties, we feel it appropriate to share the District's <br />position on this matter. The proposed access would be approximately midway <br />between School Street and Jackson Avenue. The Department earlier concurred <br />with an access at that location which would permit a right in and a right out <br />from and to southbound T.H. 169. The additional access requested would permit <br />a northbound left turn movement into the site at the presently agreed to right <br />in/right out access location. <br /> <br />With the proposed access, an engineering analysis performed by Mr. Robert Sands, <br />P .E. with Edwards & Kelcey, indicates a modest improvement in the Level of <br />Service (LOS) at the T.H. 169 and School Street intersection. Tf-is analysis <br />also indicated that sufficient gaps would be available in the southbound T.H. <br />169 direction to allow the northbound left turning traffic to make this movement <br />without encountering significant delays. The study was performed utilizing <br />projected traffic volumes for 1997. The analysis also indicated that as traffic <br />volumes increase in future years after 1997, a signal system could be added <br />to create the needed gaps to accommodate the proposed left turn traffic movement. <br /> <br />In consideration of the analysis performed, District 3 administrative engineering <br />staff met to evaluate the proposal as well as discuss our position and philosophy <br />of the entire T.H. 169 corridor. Our analysis took into account the future <br />expansion of T.H. 101 to a four-lane facility and the obvious traffic growth <br />that this encourages. We also considered the operational classification and <br />function of T.H. 169; Le. a principal arterial that provides a transportation <br />corridor to central and northern Minnesota. With this in mind, the District <br />reached a consensus on our outlook and philosophy for the T.H. 169 corridor. <br /> <br />An Equal Opportunity Employer <br />