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■'Phe southeaet exit ehould be improved t.o proviJ� a snwul.h tie iut�, lh�� <br />exiutin3 connectione to West Mell Urive nnd 1001h Streel. <br />The current site plan, Fcheme N-F, yir.ldx n LoUJ of t3:4F pnrlcin¢ �drdlv. <br />This is morr. Lhan ndequnte Lo suPP`��'L eziht.inn, cnrie reqnirennmLn for <br />Lhe movie thealer and Lhe total oftice spnce ehown on LhnL plmn. <br />E%ISTING CONUITIONS <br />Tfle Nlte fronts onLo F.VCPeLL Dirtll Wny� n Fr.ven Innn ru�l.eriiil nl.rpel., '1'hc <br />exielinR officc pnrk hae �OW' (II'IVP.WRj'fl n1or.R 1?���.r„Il nlnll 1i:q• n6i�•'i h,�n,ll�• <br />G5.6 percent of the 4:00 to 5:00 PM penk hour esilii�q I.r:d[ic. 'I'Lc remninin�; <br />34.5 percent ot the exitin6 trnific uFes u drivewi�y loc�ated in the southeael <br />corner of Lhe site �:hich cm�nects, after Paseing Llu•ough neighborinq <br />developmente, with buth WeaL Mall Urive and 7Lh Avenue S.li. (vix it`Ul.h <br />SLreet). Exiting 6rn[fic penks during Lhe 4:15 to •1:30 PM I.ime periad and <br />draPs rnpidlY� wiCh the 4:45 to 5:00 PM tlme Periad anb• one I.hird of I.hc P�':dc <br />15 minu[e pertod. Table 1 aummnrizes the exiting tr�+ffir. volumes by drive:wuy <br />for ench 15 minute Lime period coimted. Figure 'l ehows Lhe penk hour coind <br />for eacli driveway. <br />TABLE 1 <br />ExitinB Uriceway Volumes <br />Time Period llriveway L•�cniion 15 Dfin 'I'oLal <br />1 'l 3 4 5 <br />4:00 - A:15 Sfi 15 25 2A 36 L6 <br />4:15 - 4:30 38 3G A6 32 82 'l3A <br />4:30 - 9:45 34 22 33 29 6'l 180 <br />4:45 - 5:OU ]6 10 13 9 3U 78 <br />G:00 - 5:15 lA 9 10 12 22 67 <br />u:15 - 5:30 15 5 9 4 15 �8 <br />Pe¢k Iiour <br />4:00 - 5:00 104 83 117 94 210 6U8 <br />Percent 17.1% 13.7% 19.2% 1u.5% 34.5% <br />A totnl of 608 vehicles were counLed exiLing [he site during the peuk time <br />period ot 4:W F'M to 5:00 PM. Uurinq tt:e sAme Lime period, 114 vehicles <br />entered the sitc, with 8A percent entcring Crom F.�•erett Mnll Way. <br />