Laserfiche WebLink
<br />The City of Arden Hills and Ramsey County are also interested in <br />Snelling Avenue from Minneapolis to Roseville (Rosedale Center) <br />extension of the A Line from Rosedale Center to the TCAAP site i <br />Council. <br />Existing Park and Ride Lots: <br />There are two existing park and ride stations along CR H. One i <br />and the other is in the northwest quadrant of CR H at TH 10, als <br />Parking Lot. <br />Existing Transit Service: <br />The area is currently served by the following transit routes: <br />Route 860 (County Road 10, and accessing the Mermaid Park and Ri <br />Route 250 (I-35W, and accessing the CR H park and ride) <br />Routes 252 and Route 288 pass the area on I-35W without any stop <br />Route 261 travels along Lexington Avenue and Tanglewood Drive, to the east of the project boundary. <br />b.D <br />ISCUSS THE EFFECT ON TRAFFIC CONGESTION ON AFFECTED ROADS AND DE <br />.T <br />IMPROVEMENTS NECESSARY HE ANALYSIS MUST DISCUSS THE PROJECTS IMPACT ON THE REGIONAL <br />. <br />TRANSPORTATION SYSTEM <br />I250 <br />F THE PEAK HOUR TRAFFIC GENERATED EXCEEDS VEHICLES OR THE TOTAL DAILY TRIPS EXCEEDS <br />2,500,EAW.U <br /> A TRAFFIC IMPACT STUDY MUST BE PREPARED AS PART OF THE SE THE FORMAT AND <br />MDTAM <br />PROCEDURES DESCRIBED IN THE INNESOTA EPARTMENT OF RANSPORTATIONS CCESS ANAGEMENT <br />M,C5(: <br />ANUAL HAPTER AVAILABLE AT <br />://....//.). <br />HTTPWWWDOTSTATEMNUSACCESSMANAGEMENTRESOURCESHTML OR A SIMILAR LOCAL GUIDANCE <br />Detailed documentation of the traffic forecasts and associated a <br />Analysis in Appendix C. The following sections include summaries of the information in <br />Traffic Forecasts <br />The No Build Year 2030 background traffic forecasts were previou <br />Redevelopment. Figure T10 shows the peak hour turning movement volumes. Traffic forecasts <br />2030 that include the AUAR study area traffic were developed by adding the AUAR study <br />trips to the future year 2030 background traffic forecasts. Proj <br />AM and PM peak periods were calculated for each proposed develop <br />land use type and size. Trip generation rates from the 9th Editi <br />Trip Generation were used to calculate development-generated tra <br />related to internal trip capture (trips that are made on-site be <br />(trips already existing within the AUAR study area that make use <br />development land uses), and mode split (trips by transit, walking, <br />on typical rates found in the general project area, United State <br />showed a reduction of approximately 15 percent of trips due to t <br />capture rates. <br /> <br /> <br />April 2014 Draft 29 <br />