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HomeMy WebLinkAboutRIDGEWOOD HILLS 4TH FILING, TRACTS N & T - PDP - 55-84N - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYCo MEMORAYMUM R :G�yc� LO o �ip0 Co o TO: George Hart, Progressive Living Structures Ln Randy Rogers, Vignette Studios o City of Fort Collins cr o FROM: Matt Delich ( . X DATE: June 30, 2004 a u z Q SUBJECT: Ridgewood Hills, Tracts N & T Intermediate Transportation Impact Study (File: 0450ME01) 0 J wo This memorandum addresses the transportation impacts of the Cv proposed Ridgewood Hills, Tracts N & T. It contains all of the 0 (0 information required in an intermediate transportation impact study. Ridgewood Hills, Tracts N & T is proposed to be located in the east aand south quadrants of the Triangle/Avondale intersection in Fort _F o' Collins. The site location is shown in Figure 1. Ridgewood Hills is z w a developing residential neighborhood. Ridgewood Hills, Tracts N & T CD o will consist of 28 single family dwelling units and 41 townhome cv n dwelling units. The scope of this study was discussed with the Fort N Collins Traffic Operations Engineer. The base assumptions form and cv related information is provided in Appendix A. There are sidewalks along developed parcels of land within 0.25 miles of the site. There are bike lanes on Triangle Drive and Avondale Road. Figure 2 shows recent peak hour counts at the key intersections. The count data was obtained in June 2004. Raw traffic data is provided in Appendix B. Table 1 shows the current peak hour operation of the key intersections. Calculation forms are provided in Appendix C. A description of level of service for unsignalized intersections from the 2000 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. The US287/Trilby and US287/Triangle intersections are considered to be in a "commercial corridor." The Trilby/Avondale-Constellation and Shields/Trilby. Lb z intersections are considered to be in a "low density mixed -use w residential corridor." The key intersections operate acceptably during 3 UJ the peak hours. z z Vz Figure 3 shows the site plan for Ridgewood Hills, Tracts N & T. .I Ridgewood Hills, Tracts N & T is proposed as 28 single family W Z o dwelling units and 41 townhome dwelling units. Access to the site is ® a via Triangle Drive and Avondale Road. Trip Generation, 71h Edition, ¢ ITE was used as a reference in calculating the trip generation. 0 Equations were used to estimate the trip generation, since they z resulted in a higher trip generation rate than using the factors. a Table 2 shows the trip generation for Ridgewood Hills, Tracts N & T. I— W dS The trip distribution for this site is shown in Figure 4. The g L) trip distribution was determined using the existing traffic counts, �.. LL knowledge of the existing and planned street system, development ¢ trends, and engineering judgment. The trip distribution was agreed E- upon in the scoping discussion. Figure 5 shows the site generated traffic assignment of Ridgewood Hills, Tracts N & T.