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Figure 6.1: 2040 Build Traffic Volumes (Alternative 1A: High School <br />F— <br />LA <br />OOZ'8 <br />0 <br />ALPINE DR NW <br />v N <br />o 4- N <br />11l <br />(4ZZ)99E <br />(9Z1.)1471. <br />z <br />0 <br />m <br />r <br />.— (LSO £9£ 11; <br />(89£) Z04 <br />(L68) 01Z1 5 44,1 <br />z <br />DI <br />�l1 <br />SC -3- <br />"E <br />N m <br />006'Zi. <br />C8 HVS3 / MN CIA18 ONONISIWHV <br />• W O <br />m�.N... <br />• CO N (66) O L <br />11 l (990 09 <br />(Z9L) £S 4 <br />(9)z-1 f t <br />(OZ£) 6£9 <br />(LZ) 14 —0, r. <br />o ..0 <br />g <br />w N 0 <br />z N N I <br />HVS3 <br />0 <br />0 <br />N <br />�IIIIII! <br />11 111111' <br />0 o <br />Cm0 O0 <br />11l <br />I. E8 <br />{499i.)oZML <br />�^ {E) <br />fiS HVS0 <br />4Z4 9ZI <br />(91094) 901,4 <br />—0- <br />(4)4 <br />v <br />008'9 <br />14. <br />001711.17 <br />0 <br />0 <br />N <br />N <br />N <br />110 <br />0017,6E <br />(0) 0 <br />(9E6) 9001. <br />(LE) 6 <br />(0) 0 —4 <br />(906) LEL �a <br />(9L8) E96 —' <br />•,—(0)0 <br />(EZ) E <br />. (9d) El <br />MN .LS wind <br />0 <br />v N <br />N <br />Il <br />00E'9 <br />fia1-1VS0 <br />e0-b-a-In61H-BZ860T\seJn61}\SW\CVO \K860'91a\SWtl21VH <br />WG bb=Lb=OT <br />STOZ/61/9 <br />Igl°Iwg 6}0 �Id°�alan-}Pd <br />Prepared by: Bolton & Menk, Inc. – R16.109828 <br />Future Business Park <br />Build Conditions <br />Page 18 <br />