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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 03-13-18.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 /> 820: Shopping Center (TE/TSF) 4 181.80 62% 38% 4.67 48% 52% 14.08 <br /> 931: Quality Restaurant (TE/TSF) 89.95 100% 0% 0.81 67% 33% 7.49 <br /> 937: Coffee/Donut Shop With Drive-Through <br />Window (TE/TSF) 818.58 51% 49% 100.58 50% 50% 42.80 <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 />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 (8 VFP) 1,302 41 40 81 54 54 108 <br />Pass-By (Daily 25%, AM 62%, PM 56%) -326 -25 -25 -50 -30 -30 -60 <br />Proposed Gas Station Subtotal 976 16 15 31 24 24 48 <br /> Commercial Building (7,417 SF) 5 2,319 94 85 179 51 55 106 <br />Pass-By (Daily 50%, AM 50%, PM 34%) -1,160 -47 -43 -90 -17 -19 -36 <br />Proposed Gas Station Subtotal 1,159 47 42 89 34 36 70 <br />Total Existing Development Trip Generation (A) 1,257 21 18 39 37 29 66 <br />Total Proposed Project Trip Generation (B) 2,135 63 57 120 58 60 118 <br />Total Net Project Trip Generation (C) = (B) – (A) 878 42 39 81 21 31 52 <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 /> <br /> <br />3 Source: Trip Generation, 9th Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2012). <br />4 Trip Generation rates based on the following equations: <br /> Daily: Ln(T) = 0.65Ln(X) + 5.83 <br /> AM Peak Hour: Ln(T) = 0.61Ln(X) + 2.24 <br /> PM Peak Hour: Ln(T) = 0.67Ln(X) + 3.31 <br />5 In order to be conservative, the Daily and AM Peak Hour includes 6,000 SF of retail and 1,500 SF of coffee shop with drive-through window. The <br />PM Peak Hour includes 7,417 SF of retail. <br />2-87