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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 />z <br />m <br />r <br />.— (LSO £9£ <br />(89£) ZO1 1 <br />(L88) 01Z1 5 44,1 <br />z <br />01 <br />�l1 <br />006.Z1 <br />C8 HVS3 / MN OA18 ONONISIWHV <br />• W 0 <br />R7 N, <br />• M N (66) 0 4 <br />11 l (99 <br />(Z9L) £S L <br />L) 09 <br />(9)z— 1 f t <br />(OZ£) 6E9 <br />(LZ) 14 —4, r. <br />gs- o ..11 <br />w N 0 <br />z N N <br />HVS3 <br />0 <br />0 <br />N <br />1111111! <br />11 111111' <br />0 0 <br />c00 0 M <br />11 <br />'—(6Li)Ea <br />-4—(L99i.)OM,/ <br />(E) <br />fiS HVS0 <br />Lz4 9Z4 —0' <br />(91094) 9014 <br />(L)L—. <br />v <br />008'S <br />gct <br />0017'117 <br />0 <br />0 <br />N <br />N <br />N <br />go <br />00ti'6£ <br />.0— (0) 0 <br />(9E6) 9001. <br />(LE) 4 <br />(0) 0 —10 <br />(906) LEL �a <br />(9L8) E96 —' <br />rO00 `x(0)0 <br />(£Z) E <br />l 1 �(9z) £4 <br />s N 0 0 <br />m O M <br />w m <br />I- <br />F F <br />MN .LS wind <br />0 <br />v N <br />N <br />fl <br />00E'9 <br />fia1-1VS0 <br />an61H-BZ8601\se-n61}\SW\CVO \BZ860I9IH\SWtl21\ H <br />WG bb=Lb=OI <br />STOZ/61/9 <br />Igl°6wg 6}0 �Id°�alan-}Pd <br />Prepared by: Bolton & Menk, Inc. - R16.109828 <br />Future Business Park <br />Build Conditions <br />Page 18 <br />