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<br />TRIP DISTRIBUTION <br /> <br />The trip distribution developed for the 1997 Centre Pointe EA W by BR W was used as <br />the basis for the distribution of trips to/from the Centre Pointe Business Park in current <br />traffic forecasts. The distribution in 1997 was based on the City ofRoseville Traffic <br />Model. The 1997 distribution was adjusted to include trips to/fTom the east on Twin <br />Lakes Parkway. Construction of Twin Lakes Parkway is expected to serve four-percent <br />of development trips. Under the 1997 distribution, these development trips would have <br />utilized County Roads C and D. Figure 21-4 illustrates the trip distribution estimate used <br />for current traffic forecasts. <br /> <br />The trip assignment in the traffic study for the 1997 EA W estimated that development <br />trips would be split equally between three intersections with Cleveland Avenue (North <br />and South Centre Pointe Drive and Lydia Avenue). A fourth intersection, Veritas Way, <br />was constructed following the 1997 traffic study. Based on an examination of the current <br />site plan, it is expected that 28% of trips will enter/exit via each Lydia Avenue, North <br />Centre Pointe Drive, and South Centre Pointe Drive and 16% of all trips will enter/exit <br />via Veritas Way. <br /> <br />TRAFFIC VOLUMES <br /> <br />The resultant traffic volumes are illustrated in Figure 21-5. Traffic volumes for the p.m. <br />peak hour are i11ustrated for the ten examined intersections and the three development <br />concepts. All three scenarios include the same changes in background traffic conditions <br />as previously discussed. The traffic volume forecasts represent the traffic volumes that <br />would be expected in 2004 for each of the development concepts. <br /> <br />Centre Pointe Business PaIk <br /> <br />-11- <br /> <br />January IS, 2001 <br />