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TABLE 5-1 <br />PROJECT TRIP GENERATION RATES AND FORECASTS <br />Daily <br />AM Peak Hour <br />PM Peak Hour <br />Enter <br />Exit <br />Total <br />Enter <br />Exit <br />Total <br />Description <br />2-Way <br />Trip Generation Rates: <br />931: Quality Restaurant(TE/TSF) <br />89.95 <br />100% <br />0% <br />0.81 <br />67% <br />33% <br />7.49 <br />945: Gasoline/Service Station With Convenience <br />162.78 <br />50% <br />50% <br />10.16 <br />50% <br />50% <br />13.51. <br />Market (TE/VFP) <br />946:Gasoline/Service Station With Convenience <br />152.84 <br />51% <br />49% <br />11.84 <br />51% <br />49% <br />13.86 <br />Market and Car Wash (TE/VFP) <br />Empirical Trip Generation Estimates for Speedwash <br />(TE/LFWT)s <br />8.663 <br />0.275 <br />0.204 <br />0.479 <br />0.450 <br />0.463 <br />0.913 <br />Exisfin2 Development Trip Generation: <br />Gas Station With Market With Car Wash (8 VFP) <br />1,223 <br />48 <br />47 <br />95 <br />57 <br />54 <br />111 <br />Pass -By (Daily 25%, AM 62%, PM 56%) <br />-306 <br />-30 <br />-29 <br />-59 <br />-32 <br />-30 <br />-62 <br />Existing Gas Station Subtotal <br />917 <br />18 <br />18 <br />36 <br />25 <br />24 <br />49 <br />Quality Restaurant (4,200 SF) <br />378 <br />3 <br />0 <br />3 <br />21 <br />10 <br />31 <br />Pass -By (Daily 10%, AM 0%, PM 44%) <br />-38 <br />0 <br />0 <br />0 <br />-9 <br />-5 <br />-14 <br />Existing Restaurant Subtotal <br />340 <br />3 <br />0 <br />3 <br />12 <br />5 <br />17 <br />Proposed Proiect Trip Generation: <br />Gas Station With Market (12 VFP) <br />1,953 <br />61 <br />61 <br />122 <br />81 <br />81 <br />162 <br />Pass -By (Daily 25%, AM 62%, PM 56%) <br />-488 <br />-38 <br />-38 <br />-76 <br />-45 <br />-46 <br />-91 <br />Proposed Gas Station Subtotal <br />1,465 <br />23 <br />23 <br />46 <br />36 <br />35 <br />-1 <br />Express Car Wash (118.5 Feet of Tunnel) <br />1,027 <br />33 <br />24 <br />57 <br />53 <br />55 <br />108 <br />Pass -By (Daily 25%, AM 25%, PM 25%) <br />-257 <br />-8 <br />-6 <br />-14 <br />-13 <br />-14 <br />-27 <br />Proposed Cam Wash Subtotal <br />770 <br />25 <br />18 <br />43 <br />40 <br />41 <br />SI <br />Total Existing Development Trip Generation (A) <br />1,257 <br />21 <br />18 <br />39 <br />37 <br />29 <br />66 <br />Total Proposed Project Trip Generation (B) <br />2,235 <br />48 <br />41 <br />89 <br />76 <br />76 <br />152 <br />Total Net Project Trip Generation (C) _ (B) — (A) <br />978 <br />27 <br />23 <br />50 <br />39 <br />47 <br />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 />s Source: Trip Generation, 9' Edition, Institute of Transportation Engineers QTE), 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 />75A-411 <br />