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The Village, LLC Redevelopment EAW – Record of Decision <br />City of Saint Anthony Village <br />WSB Project No. 2170-380 Page 10 <br />Comment 16 (Hennepin County): <br />Lengthening the NB right-turn land from Kenzie Terrace (CSAH 153) to southbound St. Anthony <br />Parkway to 200’ would put the taper right at the existing curb cut from the shopping center <br />Response to Comment 16: The location of where the turn lane taper begins will be reviewed <br />and approved by Hennepin County prior to completion of final design plans. <br />Comment 17 (Hennepin County): <br />The statement on page 23 or 24 that says “lengthen the southwest bound turn land from Silver <br />Lake BLVD (CR 153)” should be corrected to Silver Lake ROAD, and as CR 136. <br />Response to Comment 17: Comment is noted and will be changed with the revised Traffic <br />Study. <br />Comment 18 (Hennepin County): <br />If considering roundabouts in the immediate vicinity Stinson and St. Anthony Blvd intersection <br />should potential by considered as a well <br />Response to Comment 18: Comment is noted and will be considered with the revised Traffic <br />Study. <br />Comment 19 (Hennepin County): <br />Traffic Impact Study (Appendix D), Page 6, the lane configuration for the Kenzie at Lowry Grove <br />Entrance listed is not correct and should include east bound (EB) Kenzie as one left, one through <br />and one through/right <br />Response to Comment 19: The analysis used the correct lane configuration. The comment is <br />noted and will be changed with the revised Traffic Study. <br />Comment 20 (Hennepin County): <br />Traffic Impact Study (Appendix D), Page 6, the lane configuration for the Kenzie at Wilson Street <br />is not correct and should include EB Kenzie as one through and one through/right, and west <br />bound (WB) Kenzie as one left and two through lanes <br />Response to Comment 20: The analysis used the correct lane configuration. The comment is <br />noted and will be changed with the revised Traffic Study. <br />Comment 21 (Hennepin County): <br />Traffic Impact Study (Appendix D), Page 7, more discussion on the crash data is needed, <br />including calculated crash rate and critical rate for all intersections and the average rate for <br />similar types of intersections for comparison <br />Response to Comment 21: Comment is noted and additional discussion will be added with the <br />revised Traffic Study. <br />29