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, �pE <br /> TABLE 1 <br /> EVERETT MALL WAY CHEVRON/CON4ENIENCE MARKET <br /> TRIP GENERATION SITE CIRCULATION LETTER <br /> TRIP GENERATION <br /> AVERAGE TRIPS TRIPS DRIVEWAY PASS-BYP1 PqIMApY AND <br /> T1ME PERIOD TRIP RATE/ EI�lTERING EXITING TOTAL TRIpSPh DIVERTED <br /> EOUATON <br /> TRIPS <br /> Chevron Service Stn. wNh Convenience Market (ITE 845, 70 Fueling Statlons) <br /> Average Weekday T= 145.71x 729 (50%) 730 (50°/,) 1,457 874/60°/,' 583 <br /> AM Peak Hour T = 10.87x 56 (51%) 53 (49%) 109 66/61%Z 43 <br /> PM Peak Hour T = 12.39x 62 (50°/,) 62 (50%) 124 69/56%Z 55 <br /> � Expresso <br /> IAverage Weekday --• 130 (50%) 130 (50%) 260' 234/90%' pg <br /> AM Peak Hour -- 16 (50%) 16 (50°/a) 32 29/90%' 3 <br /> IPM Peak Hour -• 13 (50°/,) 13 (50%) 26 23/90%' 3 <br /> Existing Drive-In Bank (ITE 912, 4 Drive Up Windows/2,q56 Sq. Ft.) <br /> Average Windows T = 411,17x 822(50%) 822(50%) 1,644 247 /15°/,' 1,397 <br /> I Weekday 1,000 sq.ft. T = 265.21x 326 (50%) 326 (50%) 652 98/15%' 554 <br /> AM Peak Windows T = 22.13x 50(56%) 39(44%) B9 13/15%' 76 <br /> Hour 1,000 sq.(t. T = 11.16x 15 (5G%) 12 (qR%) 27 4/15%' p3 <br /> PM Peak Windows T = 54.77x 105(48%) 114 (52%) 219 33/15%5 186 <br /> Hour 1,000 sq.ft. T = 43.63x 51 (48%) 56 (52°/,) 107 16/15%5 g� <br /> Specialty Retail Cerder (ITE 814, 1,598 sq. ft.) <br /> Average Weekday T = 40.67x 32 (50%) 33 (50%) 65 16/25%' qg <br /> I AM Peak Hour T = 6.41x 5 (48°/,) 5 (52%) 10 3/25°/,' 7 <br /> PM Peak Hour T = 4.93 x 5 (57°/,) 3 (43%) 8 2/25%' 6 <br /> I Net Trips (Chevron Service Station w/Convenier� Market + Expresso) - (Bank + Speciaky Retai� <br /> I Average Weekday :: :. __ 6 <br /> AM Peak Hour __ _ _ 's <br /> PM Peak Hour <39a <br /> � � � " " -- <br /> T = trips <br /> jx = It of fueling stations, drive up windows or 1,000 sq. ft. <br /> ' Estirnated based on peak hour data. <br /> � Z Per Trio , .n .ralion, February 1995 update to lhe 5lh Edition. <br /> ' Daily trips calculaled via use of the PM peak hour Uip count and a "k" factor of 10. <br /> 5 Per traffic engineering inspection, previous traffic analysis. <br /> � Per Tahle VII-3 Trio Generation. <br /> E053697.Rpt <br />