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Table 10 ITE Trip Generation Rates <br />Land Use <br />Units <br />ITE LU <br />Code <br />AM Peak Hour <br />PM Peak Hour <br />Daily <br />In <br />Out <br />Total <br />In <br />Out <br />Total <br />Multifamily Housing (High -Rise) <br />DU <br />222 <br />0.08 <br />0.14 <br />0.22 <br />0.13 <br />0.10 <br />0.23 <br />2.16 <br />General Office Z <br />TSF <br />710 <br />0.43 <br />0.07 <br />0.50 <br />0.07 <br />0.36 <br />0.43 <br />4.30 <br />General Office 3 <br />TSF <br />710 <br />1.00 <br />0.16 <br />1.16 <br />0.18 <br />0.97 <br />1.15 <br />9.74 <br />Shopping Center <br />TSF <br />820 <br />0.58 <br />0.36 <br />0.94 <br />1.83 <br />1.98 <br />3.81 <br />37.75 <br />Quality Restaurant <br />TSF <br />931 <br />0.37 <br />0.37 <br />0.73 <br />5.23 <br />2.57 <br />7.80 <br />83.84 <br />High Turnover (Sit -Down) Restaurant <br />TSF <br />1 932 <br />1 5.47 <br />1 4.47 <br />1 9.94 <br />1 6.06 <br />1 3.71 <br />9.77 <br />1 112.18 <br />Source. Urban Crossroads 2020 (Appendix B) <br />Notes: DU = dwelling units; TSF = thousand square feet <br />I Based on average rates for developments located within Center City Core areas. <br />2 Based on average rates for ITE Land Use Cale 710 for developments located within Center City Core areas (using 200,679 square feet). Daily trip generation rate <br />not available in ITE Trip Generation Manual. Estimated based on 10 times the PM peak hour. <br />3 Based on average rates for ITE Land Use Cale 710. <br />4 ITE Trip Generation Manual does not provide irVmt split for the AM peak hour; as such, a 50150 split has been assumed. <br />Based on Table 10 above, the resulting trip generation for the Proposed Project is shown on Table 11. Pass -by <br />reduction assumptions for the shopping center, quality restaurant, and high turnover (sit-down) restaurant uses <br />are consistent with the current ITE Trip Generation Handbook (3rd Edition, 2017). A 5% reduction has also <br />been applied to account for transit mode share, consistent with other projects in the City of Santa Ana. As <br />shown in Table 11, the Proposed Project is estimated to generate 3,026 trip -ends per day with 261 AM peak <br />hour trips and 325 PM peak hour trips. <br />Table 11 Proposed Project Trip Generation Summary <br />Land Use <br />Quantity <br />Units <br />AM Peak Hour <br />PM Peak Hour <br />Daily <br />In <br />Out <br />Total <br />In <br />Out <br />Total <br />Multifamily Housing (High -Rise) (Tower) <br />402 <br />DU <br />34 <br />55 <br />89 <br />54 <br />39 <br />93 <br />868 <br />Office (Tower) <br />253.728 <br />TSF <br />109 <br />18 <br />127 <br />17 <br />92 <br />109 <br />1,092 <br />Office (Rehabilitated Structures) <br />9.803 <br />TSF <br />10 <br />2 <br />12 <br />2 <br />9 <br />11 <br />96 <br />Shopping Center (Tower & Garage) <br />8.525 <br />TSF <br />5 <br />3 <br />8 <br />16 <br />17 <br />33 <br />322 <br />Pass -by Reduction (PM/Daily: 34%): <br />0 <br />0 <br />0 <br />-5 <br />-5 <br />-10 <br />-110 <br />Shopping Center Total. <br />5 <br />3 <br />8 <br />11 <br />12 <br />23 <br />212 <br />Quality Restaurant (Tower) <br />15.915 <br />1 TSF <br />6 <br />6 <br />12 <br />83 <br />41 <br />124 <br />1,334 <br />Pass -by Reduction (PM/Daily: 44%): <br />0 <br />0 <br />0 <br />-18 <br />-18 <br />-36 <br />-588 <br />Quality Restaurant Total. <br />6 <br />6 <br />12 <br />65 <br />23 <br />88 <br />746 <br />High Turnover (Sit Down) Restaurant <br />(Rehabilitated Stmctures) <br />2.681 <br />TSF <br />15 <br />12 <br />27 <br />16 <br />10 <br />26 <br />302 <br />Pass -by Reduction (PM/Daily: 43%): <br />0 <br />0 <br />0 <br />-4 <br />-4 <br />-8 <br />-130 <br />75A-142 <br />