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SRfsz WB RAYPs/ <br /> �I( BIRD RBAD <br /> Interchange <br /> (v) -M PEAK„olxe wUWS <br /> Design Alternative 1 <br /> xt a <br /> 14 E e0/�J <br /> 2019(352) 195a( 26) 2034(359) kl <br /> 6 <br /> (1431)220 (1894)155 (1936)238 a <br /> S.R./SY BRAN p <br /> rJj ®9 2 B(AD ADAD � <br /> J@J `1 <br /> 2 +�, i <br /> 1 S.R.IHY A AAYPs/ <br /> BfRD ROAD <br /> ' m•'6 <br /> Interchange ! <br /> Design Alternative 2 <br /> fib � 1 <br /> (31) <br /> 2019(352) 2034(359) <br /> (1931)220 (1935)236 q <br /> 63 Z S.F.19P YB RIYPS F <br /> (42) B)RD RDAD — <br /> J> e' <br /> s5_7 2 <br /> 0 04)1' 1 t <br /> (23)5.7 <br /> r_ g <br /> 1 S.R ISS MB RAMPS/ <br /> a B1RD ROAD <br /> K� <br /> Interchange 1 <br /> Design Alternative 3 <br /> �y61 <br /> fiy 1 „1b <br /> B0 <br /> 2019(352) 2034(359) i <br /> (193,)220 (1935)236 q <br /> .R.ISP RB RAYPs C <br /> 2 <br /> BIRD ROAD — <br /> !m <br /> � PR <br /> Source:Omni-Means 2005 <br /> o Jones& Stokes Figure 31-3 <br /> Base Study Area Peak Hour Traffic Volumes: <br /> Interchange Design Alternatives <br />