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King Soopers 142 <br />Louisville, CO <br />Executive Summary <br />Site Location and Study Area <br />The property that comprises the application area for the proposed redevelopment is approximately 13.5 <br />acres in size and is identified as Boulder County Parcel Numbers 157713016001 and 157713016002. It is <br />located south of Centennial Pkwy, north of Dillon Rd, east of Century PI, and west of McCaslin Blvd in <br />Louisville, CO. It is zoned Planned Community Commercial (P-C) and is currently occupied by a vacant <br />commercial building, previously serving as a home improvement superstore use. <br />The study area is generally bounded by Centennial Pkwy to the north, Century PI to the west, McCaslin <br />Blvd to the east, and Dillon Rd to the south. The study area for the project includes intersections that could <br />be affected by the proposed development which were confirmed by review of City Staff: <br />• Centennial Pkwy & Century PI <br />• Centennial Pkwy & N Site Access <br />• Centennial Pkwy & McCaslin Blvd <br />• E Site Access & McCaslin Blvd <br />• Dillon Rd & McCaslin Blvd <br />• Dillon Rd & S Site Access <br />• Dillon Rd & Century PI <br />Description of Proposed Development <br />The Applicant, King Soopers, seeks to redevelop the property with commercial uses consisting of <br />supermarket and gas station uses. No change to the site access is proposed. <br />Conclusions and Recommendations <br />Conclusions <br />Based on the results of this traffic impact study, the following may be concluded: <br />• Under existing traffic conditions, the signalized intersections in the study area currently operate at <br />acceptable overall levels of service (LOS) "D" or better during the weekday peak hours. The <br />unsignalized intersection movements in the study area currently operate at acceptable LOS "B" or <br />better during the weekday peak hours. All queues are contained within their effective storage. <br />• Under background future 2026 and 2045 traffic conditions, without the development of the subject <br />site, delays would increase slightly at study intersections due to regional traffic growth. The <br />signalized intersections in the study area are forecasted to operate at acceptable overall LOS "D" <br />or better during the weekday peak hours with the exception of the Dillon Rd & McCaslin Blvd <br />intersection which is forecasted to operate at LOS "E" during the long range (2045) weekday PM <br />peak hour. The unsignalized intersection movements in the study area would operate at acceptable <br />LOS "C" or better during the weekday peak hours. All queues are expected to be contained within <br />their effective storage with the exception of the eastbound left movement at the Centennial Pkwy <br />& McCaslin Blvd intersection during the long range (2045) weekday AM peak hour. <br />• The proposed site redevelopment would generate, upon completion and full occupancy, 399 net <br />new weekday AM and 755 net new weekday PM peak hour vehicle trips as well as 10,301 net new <br />weekday daily trips. <br />Galloway & Company, Inc. <br />5 <br />