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<br />LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-17-3881-1 <br />Tustin Avenue Retail, Santa Ana <br />N:\3800\2173881 - Tustin Avenue Retail, Santa Ana\Report\3881 - Tustin Avenue Retail, Santa Ana TIA 05-17-19.doc <br /> 16 <br />TABLE 5-1 <br />PROJECT TRIP GENERATION RATES AND FORECAST3 <br />Description <br />Daily <br />2-Way <br />AM Peak Hour PM Peak Hour <br />Enter Exit Total Enter Exit Total <br />Trip Generation Rates: <br /> 931: Quality Restaurant (TE/TSF) 89.95 100% 0% 0.81 67% 33% 7.49 <br /> 945: Gasoline/Service Station With Convenience <br />Market (TE/VFP) 162.78 50% 50% 10.16 50% 50% 13.51 <br /> 946: Gasoline/Service Station With Convenience <br />Market and Car Wash (TE/VFP) 152.84 51% 49% 11.84 51% 49% 13.86 <br /> Empirical Trip Generation Estimates for Speedwash <br />(TE/LFWT) 5 8.663 0.275 0.204 0.479 0.450 0.463 0.913 <br />Existing Development Trip Generation: <br /> Gas Station With Market With Car Wash (8 VFP) 1,223 48 47 95 57 54 111 <br />Pass-By (Daily 25%, AM 62%, PM 56%) -306 -30 -29 -59 -32 -30 -62 <br />Existing Gas Station Subtotal 917 18 18 36 25 24 49 <br /> Quality Restaurant (4,200 SF) 378 3 0 3 21 10 31 <br />Pass-By (Daily 10%, AM 0%, PM 44%) -38 0 0 0 -9 -5 -14 <br />Existing Restaurant Subtotal 340 3 0 3 12 5 17 <br />Proposed Project Trip Generation: <br /> Gas Station With Market (12 VFP) 1,953 61 61 122 81 81 162 <br />Pass-By (Daily 25%, AM 62%, PM 56%) -488 -38 -38 -76 -45 -46 -91 <br />Proposed Gas Station Subtotal 1,465 23 23 46 36 35 71 <br /> Express Car Wash (118.5 Feet of Tunnel) 1,027 33 24 57 53 55 108 <br />Pass-By (Daily 25%, AM 25%, PM 25%) -257 -8 -6 -14 -13 -14 -27 <br />Proposed Car Wash Subtotal 770 25 18 43 40 41 81 <br />Total Existing Development Trip Generation (A) 1,257 21 18 39 37 29 66 <br />Total Proposed Project Trip Generation (B) 2,235 48 41 89 76 76 152 <br />Total Net Project Trip Generation (C) = (B) – (A) 978 27 23 50 39 47 86 <br />Notes: <br /> TE/TSF = Trip End per 1,000 Square Feet of Gross Floor Area <br /> TE/VFP = Trip End per Vehicle Fueling Position <br /> TE/LFWP = Trip End per Linear Feet of Wash Tunnel <br /> <br /> <br />3 Source: Trip Generation, 9th Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2012). <br />5 Based on driveway traffic counts conducted on Friday (2/7/2014) at Victorville Speedwash (12147 Industrial Boulevard, Victoriville). <br />3-90