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5.4. SR 03-20-1995
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5.4. SR 03-20-1995
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12/18/2007 9:19:33 AM
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3/20/1995
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• <br />Reviewing Option 1 and 2 Page 4. <br />Under Option 1 under .Pros item 2 is offset by Item 1 under <br />Cons. <br />The eastbound traffic from School Street and TH169 jockeying <br />for position to go North on Dodge Street and Elk Hills Dr. has <br />insufficient stack room. This may cause a backup .across TH169 if <br />the through traffic .from Dodge Avenue to TH169 happens to be heavy <br />during .the light change at TH169. <br />Under Option 2 - <br />a. Pros Item 1 remedies the above concern in .Option 1. <br />b. Eastbound traffic from School Street & TH169 has .the <br />right of way therefore traffic would not back up on TH169. <br />c. Eastbound vehicles .have about the same. distance to perform <br />lane changes and are under more controlled conditions. <br />d. The pedestrian crossing is poorly defined. It should <br />• cross Dodge Street North of Elk Hi11s Dr., then South <br />across Elk Hills Dr. to the sidewalk on Dodge Ave. (a <br />safer route) . <br />The additional westbound lane and the additional stack room on <br />Option 2 may not be the complete answer but would in my judgment be <br />a safer & saner solution. We may have to drive a bit slower but <br />that also means more control. <br />Please give Option 2 your most serious consideration. <br />Thank you for the opportunity to express my views. <br />Yours truly, <br />Arlon E. Fuchs <br />• <br />
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