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Figure 2.2: Existing Traffic Volumes (with Overpass <br />w <br />(L1)LL <br />(BEE) LE <br />i— (0) 0 <br />w HYSO <br />z <br />m <br />m <br />r <br />64 <br />C111 <br />z <br />-.—(99644 Q <br />1 f f ss Hvso <br />tt <br />0 s— N <br />lz <br />0 <br />0 <br />cN <br />009'17 <br />0a <br />z <br />C <br />W <br />F. <br />00Z`9 <br />C9 HVS3 / MN OMB ONO2l1SIN V <br />�— (6Z) 1 <br />(EE4) L4 <br />(9L) 6 <br />(9) Z a <br />(EEO LSE 1f <br />(8)E1 —% <br />wu co m <br />z a0 <br />• (0) 0 <br />✓ (E) 1 <br />0 HVSO <br />0 <br />is 0 <br />COD 0- <br />111 <br />(0) 0 — <br />(1Z1) ZOZ —a <br />(Obi) 4E ^� <br />MN IS VWAd <br />aavwnd <br />—(0)0 <br />-- (LL) 1L <br />r (9Z) 1 <br />EB HY9 <br />000 <br />000 <br />11 1 <br />x(0)0 <br />0—(966 <br />(0) 0 —r <br />(EL) E. tea, t 1 f <br />(901) 461 —r4 <br />_ ar <br />oc <br />ss wen <br />,x3-Z-a_Jn6H-8Z86 DT\n 6df\SW\CVO \BZ860i9 Cid SW V21\ <br />WV Zb=Lb=OT <br />STOZ/6I/9 <br />5 o ld°_,1a1ao-}pd <br />Prepared by: Bolton & Menk, Inc. – R16.109828 <br />Future Business Park <br />Existing Conditions <br />Page 7 <br />