31C - CUP - 2800 N MAIN STREET UNIT 3100

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Mr. Gregg Berwin June 9, 2014 Page 8 Table 4 depicts a comparison of the calibrated model to the surveyed parking utilization data collected in May 2014. As shown, the calibrated model predicts MPM parking demand to be a <1.7% difference with the parking demand observed at the time of the surveys. A future condition shared parking model was prepared for MPM, based on this calibration. PROJECT CONDITIONS Two factors are integral to the Project conditions: the complete occupancy of all retail space at MPM and the proposed Project. As described above, the shared parking model of MPM was calibrated to existing occupancy conditions (at the time of the surveys). The existing occupancy level of the retail space at MPM was determined to be 81 %; for the purposes of this analysis, the Project conservatively assumes filling the retail space to a 100% occupancy level at MPM. The ULIIICSC parking demand rates are developed from a national database; to the extent that an included center is not fully occupied ( <100% occupancy), it is reflected in the parking demand rate. This is consistent with industry practice, where shopping centers are not typically 100% occupied. As detailed in the Project description, the Project proposes reconfiguring the vacant anchor store to provide a bowling alley, health club, a fast -food restaurant, restaurant floor area, and retail floor area. For the purposes of the shared parking analysis', the Project and MPM consists of the following components: • Retail — 946,884 sf • Restaurant — 54,888 sf (including 7,019 sf patio area) • Fast Food — 5,455 sf (including 625 sf patio area) • Cinema — 1,700 seats (total 42,796 sf) • Bowling Alley — 38,618 sf (total), including: 0 20 bowling lanes 0 21,240 sf ancillary entertainment space • Health Club — 42,207 sf The Project and full occupancy of MPM was combined and tested to determine the peak parking demand of this land use combination. Tables 5A and 5B and Figures 3A — 3C detail the results of the parking demand projections. Similar to the existing conditions, the peak month of parking demand is projected to occur in December. The overall peak weekday demand of 3,212 spaces is projected at 1:00 PM and the peak weekend demand of 4,852 spaces is projected at 4:00 PM. Again, these parking demand estimates represent the peak hour of the peak day of the peak month. 7 The shared parking analysis takes into account all floor area associated with each use. As such, restaurant and patio space are combined and included in the shared parking analysis. 31 C -25