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TABLE 5.1 <br />PROJECT TRIP GENERATION RATES AND FORECASTS <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 />3 Source: Trip Generation, 9' Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2012). <br />4 Trip Generation rates based on the following equations: <br />• Daily: Ln(T)=0.65Lu(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 />75B-90 <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 />820: Shopping Center (TE/TSF) 4 <br />181.80 <br />62% <br />38% <br />4.67 <br />48% <br />52% <br />14.08 <br />931: Quality Restaurant (TE/TSF) <br />89.95 <br />100% <br />0% <br />0.81 <br />67% <br />33% <br />7.49 <br />• 937: Coffee/Donut Shop With Drive -Through <br />Window (TE/TSF) <br />818.58 <br />51% <br />49% <br />100.58 <br />50% <br />50% <br />42.80 <br />945: Gasoline/Service Station With Convenience <br />Market (TENFP) <br />162.78 <br />50% <br />50% <br />10.16 <br />50% <br />50% <br />13.51 <br />946: Gasoline/Service Station With Convenience <br />Market and Car Wash (TENFP) <br />152.84 <br />51% <br />49% <br />11.84 <br />51% <br />49% <br />13.86 <br />Existing, Development Trin 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 Restmtrant 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 (8 VFP) <br />1,302 <br />41 <br />40 <br />81 <br />54 <br />54 <br />108 <br />Pass -By (Daily 25%, AM 62%, PM 56%) <br />-326 <br />-25 <br />-25 <br />-50 <br />-30 <br />-30 <br />-60 <br />Proposed Gas Station Subtotal <br />976 <br />16 <br />15 <br />31 <br />24 <br />24 <br />48 <br />Commercial Building (7,417 SF) 5 <br />2,319 <br />94 <br />85 <br />179 <br />51 <br />55 <br />106 <br />Pass -By (Daily 50%, AM 50%, PM 34%) <br />-1 160 <br />-47 <br />-43 <br />-90 <br />-17 <br />-19 <br />-36 <br />- Proposed Gas Station Subtotal <br />1,159 <br />47 <br />42 <br />89 <br />34 <br />36 <br />70 <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 />2,135 <br />63 <br />57 <br />120 <br />58 <br />60 <br />118 <br />Total Net Project Trip Generation (C) _ (B) — (A) <br />878 <br />42 <br />39 <br />81 <br />21 <br />31 <br />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 />3 Source: Trip Generation, 9' Edition, Institute of Transportation Engineers (ITE), Washington, D.C. (2012). <br />4 Trip Generation rates based on the following equations: <br />• Daily: Ln(T)=0.65Lu(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 />75B-90 <br />