Laserfiche WebLink
changes were included for purposes of regional trip distribution and anticipated intersection <br />geometrics. An analysis of the freeway operations will be conducted as part of the Interstate Access <br />Modification Request, and required for these interchange projects.Any significant changes in the <br />TCAAP redevelopment plan will need to be analyzed as either an AUAR update, or the applicable <br />regional roadway system projects. <br />3. Parking <br />Table 2 <br />The number of parking spaces in each scenario is provided in. The parking generation is <br />th <br />based on the 4 Edition of the Institute of Transportation Engineers Parking Generation (2010), and is <br />based on the land use information for the Minimum and Maximum Development Scenarios as <br />described as part of the Trip Generation section of this memorandum. <br />The proposed land uses are expected to generate parking demand within the AUAR Study Area. The <br />weekday peak parking demand for the residential, retail, and office/non-retail land uses of the <br />proposed development was calculated based on blended rates. For non-retail/commercial a mix of <br />office and light industrial was used. For residential parking, the rates use estimates of proportions of <br />apartments, townhouses and single family homes. The residential uses are proposed to have private <br />parking, and parking spaces are not proposed to be shared with public parking associated with the <br />rest of the proposed development. <br />Table 2 Parking Demand Estimate Summary <br />Average Peak Parking <br />ITE Land <br />Land Use DescriptionSizeParking Rate Demand <br />Use Code <br />(stalls)(stalls) <br />Minimum Development Scenario <br />Residential210/2211,500DU1.62,400 <br />Retail820500ksf3.81,900 <br />Non-retail Commercial110/7011,700ksf2.23,800 <br />Total8,100 <br />Maximum Development Scenario <br />Residential210/2212,500DU1.63,900 <br />Retail820550ksf3.82,100 <br />Non-retail Commercial110/7011,950ksf2.24,400 <br />Total10,400 <br />4. Existing Conditions Analysis <br />The existing conditions analysis includes both unsignalized and signalized intersections.For this <br />AUAR level analysis, signal timing for all scenarios have been optimized to provide estimates of <br />Table 3 <br />potential traffic operational conditions.The results are presented in . <br />Existing geometry includes the 2013 reconstruction of the new grade separation of County Road 96 <br />Figure T4 <br />at TH 10, and is shown in . <br />Figures showing the peak hour traffic volumes used in the analysis for this scenario can be found in <br />Figure T9 <br />. <br />TCAAP Traffic Analysis <br />Technical Memorandum 9 March 2014 <br />