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ji <br />Cl " <br />` 7/ tee\ \\ 1\ <br />7 Np <br />• <br />a�� 44/ l -: <br />fr. 1,760 <br />c ,* <br />/44/ <br />ocvw,.vice <br />ate. /`" <br />T <br />4-Vve / 4, <br />L? 4(5' fg� <br />1 31 0 1-141. ,_-. , <br />i- -1,660 \ <br />2830 e' \ C/;,N <br />( 1,040 �• <br />\j 1- sap If,, , a� \ �a�C) :144—N4`---. , <br />_ 1930 I•'00 [3 J I 1210 ' ""` <br />l // \ R�"I v I <br />it <br />i s \\ :°" 34, A — n=°tE+u_ r - -- <br />i ,900 I ‘,(N: <br />\( # <br />J I )11 c _b] <br />f�� \t <br />\a. <br />Exiting via Indspendanco cnd JuniporN <br />550 cdditioncl ccr trips por day plus new "wa <br />cut through traffic anticipated over 600 <br />cddiUoncl from op3rtmcnt complott ct Bcrncl <br />and Stanl3y equ_tino over 9950 additional <br />ccr trips par dcy whon both proj3ct3 aro <br />finished. <br />aging via Gnunsot Crean Way <br />550 ccr tripo per dcy, NOTE THERE ARE 3 <br />EXIT ROUTES <br />Suncot Crook to Summit Creek <br />Suncot Crcolc to Hcnifon Wcy <br />Sunset Cre3t to Dolton Crectc Way <br />with thrco routes tha lreftic t,lil b3 ciliated - <br />shoeJn ere th3 worst case cenerioa. <br />Legend <br />Fehr & Peers Count <br />Traffic Engineering Count <br />°'° marts tho thrco suit routes for Lund Ranch II <br />