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g <br />Novembeiri 30, 198f, <br />Page r <br />It sh�oul�d be noted tiha,t all of tih�e traffic generat,ioin analysis was conducted fo <br />the month i! Septelimbler, N. at N <br />" . r <br />.■ � i i . <br />Exhibit, <br />shows <br />i <br />The, traffic impacts, of the project were considered at thie following Intersec <br />lo Lexington Avenue/Project Access Orliveway <br />o Lexington A,venu�e/T'H 36 Weistibound Ramps <br />The determination of' projecilt traffic impacts included an assumption that traffic <br />g�e ne ra tied, at the project site, woul�d, be oriented as follows: <br />o 10 percent, tio/from Lexington, Aven,ue north of Grandview <br />o 3171 f N of' Lexington <br />o 4131 Percent tio/from TH 3,6 west of Lex*n�gtoin <br />o 0 percent Lexington <br />This direction orientiation r ba,sied on " N <br />deince locations) I Business <br />i nifol malt i II ■ <br />i <br />operia,ti o the signializied, intersections * Lexington <br />riamps were evia,l�uat,ed, using, tihel pil�an�ning method for analysis of signalized, inter- <br />M <br />g Capacity I I <br />i�mpiact of the project's traff'ic on th�ese o <br />I of' Capaci,ty, Utilizeid (41:10 to 5:310 PM) <br />Intersection Existing _ Existing Plus P.roject <br />L i n I Ins /I H 36 E I 7'1% 711 <br />