04/13/2016 P&Z Packet - Laserfiche WebLink

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Traffic Distribution Intersection Estimated Daily Trips Street D/Rehbein 1,970 Street B/Central Location 1,930 Street A/73r1 Avenue 1,380 Street A/21 st Avenue 2,260 TOTAL Peak Hour Level of Service Existing Peak Hour LOS Proposed Peak Hour LOS Intersection .M. Peak P.M. Peak A.M. Pea P.M. Peak _.&_ 2& Ave/Street D/Rehbein St A A A A 20th Ave/Street B (Central) - - A A 201h Ave/Street A/73rd Avenue A A A A 201h Ave/Street A/Main St B B C C 2 1 " Ave/Street A/Main St A A B B Note:AM. Peak Hour is lam to 8am and PMPeak Hour is 4: 30pm to S: 30 pm CSAH 54 has design capacity for the daily trips and the proposed Levels of Service do not degrade by more than one (1) LOS; therefore the subdivision is not considered premature. However, staff has concerns regarding the section of Street D near the intersection that has driveways directly accessing onto the road. This shall be evaluated by the developer and reconfigured. The traffic study and technical memo were reviewed in WSB's Plan Review Letter dated April 6, 2016. Although the traffic study needs to be refined, WSB generally concurs that the development can be accommodated with the roadway system proposed. Anoka County Highway Department provided comments on March 30, 2016 regarding trip distribution, access spacing, lane configuration and development impacts. Items to be addressed are sight distances from new intersections and turn lanes. The City believes the access spacing and sight distances of the 3 intersections best utilizes exiting road alignments at 73rd Avenue and Rehbein Street, avoids wetland impact and is consistent with the AUAR. The City and developer will continue conversations with the County. 9