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Traffic Forecasts <br /> <br />The build year for the propOsed developments is 2007. An assumed 2.5%. growth rate per <br />ycar provided by Mn/DOT was applied to each vehicle movement. T~he :resulting' 2007 <br />Forecasted volumes are shown in FigUre 4. <br /> <br />Trip generation for the site was determined using the Trip Generation Manual,.7"i' <br />Edition, Institute of Transportation Engineers; 2003. Trip generation rates, were <br />evaluated for the site use, using data for Single Family DetaehedHousing (210), These <br />rates were applied to the proposed hie: development. The proposed trip generation, was <br />added to the 2007 traffic projections. Existing trip generation is: negligible dUe to .the <br />small uses of the exiSting site. The-resulting A.M, and P.M. trip generation:is .§hown in <br />Table 1. <br /> <br />Table 1 <br />AM and PM Pe. ak Hour Trip Generation <br />Land Use Use size A.M. Peak Hour P.M. Peak H.0ur.] <br /> Trips Trips1 Daily TriPs <br /> In Out ] In Out. In [ Out <br />~ugIe" 162 Units' 35 95 [ 1.05 65. 1-4.0.. ]l:60 <br />Fa~mily ! <br /> <br />The distribution o f the-generated trips was based on.the, assumptions that 45% of traffic' is <br />to/fi'om the north 161 ~' Avenue NW entrance/exit and 3'50,4 is. to/from tile.south !:67t' <br />Avenue NW Street entrance/exit, and ~0% is. to/from the 163!:'~ Lane entrance/exit and <br />Traprock St. entrance/exit. The majorky of traffic genemllyheads.south by yafious <br />routes. The trip generation vokmaes were distdb.ute~ to the intersections being analyzed. <br /> <br />The New Developmen,t trips were added to the Forecasted' volumes to ereate:tlae Build <br />volumes. The final Build volumes for 2007 are Shown in.Figures 5~ <br /> <br />Sweetbay Rid, ge Development EA W .... <br />T,'~/fic Imptwt &udy <br />City o]'Ramsey, Ano/¢a County Minnesota <br /> <br /> page 6 <br /> Prepared. by: <br />Bolton & Men& <br /> <br /> <br />