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� Westbound TH 36 Ramp/Fairview Avenue <br />o Optimized Cycle lengths, Splits and Offsets <br />o Southbound througk/Zeft set as coordinated phase <br />o Split Phase eastbound and westbound <br />o Protected only northbound and southbound left turns <br />o Lagging southbound left turn <br />• West Mall Entrancelk'airview Avenue <br />o Optimized Cycle lengths, Splits and Offsets <br />� County Road B2/Fai�vfew Avenue <br />o Optimized Cycle lengths, Splits and Offsets <br />• County Road B2lWeZ�� FargolNorthvvest Mall Entrance <br />o Optimized Cycle lengths, Splits and Offsets <br />� County Road B2/Rosedale Commons <br />o Optimized Cycle lengths, Splits and Offsets <br />� County Road B2/Ar�e�'�can/North Mall Entrance <br />o Optimized Cycle lengths, Splits and Offsets <br />o Additional 170 foot southbound left turn lane <br />o Lengthen to 300 feet westbound left turn lane <br />� County Road B21Soutl�bound TH 5� Ramp/Northeast Mall Entrance <br />o Optimized Cycle lengths, Splits and Offsets <br />o Eastbound left t��n set as coordinated phase <br />o Add 75 foot southbound left turn lane <br />o Lengthen to 340 feet eastbound left turn lane <br />o Rosedale perimeter road transitions to full left turn lane, full through lane and a 400 foot <br />right turn lane (see site plan Figure 1.) <br />• County Road B2/Northbaund TH 51 Ramp <br />o Optimized Cycle lengths, Splits and Offsets <br />The Analysis indicated that these traffic improvements would provide the system of intersections <br />sufficient capacity to handle anticipated traffic demand. When looking at Synchro results, some <br />individual movements were reported to have Level of Service (LOS} E and even F. The poor <br />LOS reports were a reflection of the increase in cycle length required to accommodate the traffic <br />volumes rather than insufficient capacity. The SimTraffic simulation indicates that the system of <br />intersection capacity is capable of servicing the traffic demand. The attached Synchro and <br />SimTraf�ic files were used in the analysis and development of the traffic improvement plan. <br />Attachments (Figures 1 through 5) <br />� <br />■ <br />An Equal Opportunity Employer <br />