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#04 - RFP for Land
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#04 - RFP for Land
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9/29/2025 1:08:35 PM
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December 30, 2019 <br />NorthPoint Development Trip Generation Study <br /> <br />3 <br />In general, the Kansas City Metropolitan Area’s Peak Hours can be categorized as most often <br />occurring between 06:30 and 09:30 and 15:30 and 18:00. Factors that commonly affect Peak <br />Hour variability includes the amount of commuter traffic and the distance of the commute, the <br />amount of retail destinations near the study area, and the presence of schools near the study <br />area. While the individual land uses within the study sites are similar, the Peak Hour for each <br />business varied greatly depending upon the specifics of each business such as staffing <br />schedules and if the business had a large number of the trucks entering or exiting the building in <br />a short period of time. The majority of the buildings had the Peak Hours of the generator <br />occurring at times other than the Peak Hour of the adjacent street. <br /> <br />4) TRIP GENERATION RATES (SQ. FT. AS INDEPENDENT VARIABLE) <br /> <br />NorthPoint Development’s study areas typically have buildings with loading docks located in the <br />back of the building or along one or two of the longer sides of the building. Buildings with rear <br />loading docks tended to be smaller in size (108,273 sq. ft to 243,230 sq. ft.). Buildings with <br />docks located on one or more of the long sides of the building tended to have a larger range, <br />and all but one of them are in excess of 325,000 sq. ft. in size and ranging in size up to 927,112 <br />sq. ft. <br /> <br />Trip rates were analyzed for the following building types: <br />• rear loading docks (7 buildings) <br />• smaller cross dock (less than 600,000 sq. ft, 15 buildings) <br />• larger cross dock buildings (6 buildings) <br />• all cross dock buildings (21 buildings) <br />• overall aggregate of all 28 buildings <br /> <br />While less common than the cross-dock buildings and smaller in size, the rear loading dock <br />buildings tended to have a significantly higher trip rate generation than buildings with cross <br />docks. Table 2 below summarizes the Trip Generation Rates for rear loading cross dock <br />facilities and compares them to similar ITE Land Uses. Land uses used for comparison are as <br />follows: <br /> <br />• Land Use 130 = Industrial Park <br />• Land Use 140 = Manufacturing <br />• Land Use 150 = Warehousing <br />• Land Use 154 = High-Cube Transload and Short-Term Storage Warehouse <br /> <br />ITE Land Use descriptions are provided in Appendix I. Raw data and graphs associated with <br />data analysis are also contained in Appendix II-VI. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />
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