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1 l <br /> Response to Comments-City Engineer's Revtew/Submitfai of Revised Plans June 19,20Q6' <br /> Crystal Bay Business Center-Orono,Mtnnesota Page 3 of 4 <br /> ■ The plczns shoz�l�l be revised to include Or•ono City Stccnclar�l Details. <br /> Orono City Details have been added to the plans. <br /> ■ Pla�a should identify proposed haztl�•outes. <br /> Proposed haul routes have been identified on the attached exhibit. <br /> ■ The plans sliozcic�ide�itify where�aornzal ancl heavy da�ty paveme�at sectiorzs will be used. <br /> The site plan has been modified to indicate where heavy duty pavement will be used. <br /> ■ Tlze existing access to U.S Higlaway 12 slzould be claa�zged to a�'lgllt-171I7•iglat-oatt co�zfigzcratio�a. <br /> We understand that the access will remain as is until such time the road is turned over and a median is <br /> , constructed. At that time,an entrance will be moved to the east property line for a shared access for <br /> Western Steel and the business park with a right-in/right-out only. <br /> ■ Tlae proposed�aorth access to Olc�Crystal Bay Roac�should be a right-in/right-ozct cor fguration due <br /> to tlie proximity of tlae access to the U.S. Higl:wcty 12/Old Crystal Bay Road i�atefsectio�a. <br /> Analysis conducted for 2009 Build conditions by RLK for the Traffic Impact Statement(TIS)memo <br /> completed February 13,2006,shows the left-in movement to operate at LOS A with 95`i'percentile <br /> queues anticipated to be under 70 feet during the AM peak hour, and the left-out movement to operate <br /> at LOS B with 95°i percentile queues are anticipated to be under 60 feet during the PM peak hour. <br /> Since analysis assumed no lanes to be provided for either movement, and that queuing and operations <br /> appear acceptable regardless, access restriction does not appear necessary.* <br /> *95`�'percentile queues noted are from an average of five SimTraffic microsimulations. Synchro, <br /> using HCM methodology results in shorter queue lengths in these two instances. Full analysis results <br /> for both Synchro/HCM and SimTraffic available upon request. <br /> ■ A right-tairn lane slzould be adrled on tlae west eracl of the proposecl Public Street for velaicles tur•ni�ag <br /> �iortlt o�zto Old C�ystal BayRoacl. <br /> Peak hour traffic volumes and anticipated 95°i percentile queuing for the proposed development do <br /> not warrant a right turn lane on this approach(62 right iurns, 161eft turns, and 95th percentile queues <br /> less than 60 feet in length are anticipated). <br /> ■ S0-foot rac�ii should be zrsed o�r.botli c�eeesses to Olrl C�ystccl Bay Roacl <br /> The radii have been changed to 50 feet and the plans will reflect this change. <br /> , <br />