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Figure 2.2: Existing Traffic Volumes (with Overpass <br />w <br />009`17 <br />0 <br />CO <br />z <br />ec <br />W <br />z <br />F. <br />(L1)LL <br />(BEE) LE <br />i— (0) 0 <br />Hasa <br />CD • O Or <br />IoM <br />11l <br />VV 6L —� <br />(Z41) 661 <br />(i)1—. <br />(61)£9 <br />�(99Z)4V Q <br />1 f r ss Hvso <br />tt <br />ch o n • <br />0 N <br />lz <br />0 <br />0 <br />cN <br />00Z`9 <br />00Z`9 <br />00Z`9 <br />C9 HVS3 / MN Mh19 ONO2l1SIN V <br />�— (6Z) <br />(EE4) L4 <br />(9L) 6 <br />(9) Z a <br />(EEO LSE 1f <br />(9)g ES el <br />E1 —% <br />omao <br />w u CO CO <br />z CO <br />99 <br />s6 HVS0 <br />0 <br />CO <br />•` (0)0 <br />--(a) 1L <br />r (9Z) 1 <br />EB HY20 <br />MN IS VWAd <br />(0)0 <br />(£Z) £ <br />0— (9Z) 6 <br />(0) 0 —r <br />(S 1) 9 a , t r <br />(901)1+61 —r4 <br />_ ar <br />oc <br />CS wen <br />,x3-Z-a_Jn6H-8Z86 DI\se-In 6df\SW\CVO \ BZ860i9CHNS WV 21\ H <br />Prepared by: Bolton & Menk, Inc. — R16.109828 <br />Future Business Park <br />WV Zb=Lb=OT SIOZ/6I/9 141°1wq 6}011d°_,1oIc -}pd <br />Existing Conditions <br />Page 7 <br />