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Debra Blaom. P.1/. <br />City of Roseville <br />Table 4 <br />Year 201fi Build Conditions --Internal Roadway Configuration 1 <br />Level ofi Service Results <br />January 15, 2008 <br />Page 15 <br />Intersection Level of Service <br /> A.M. Peak P.M. Peak <br />Cleveland Avenue/County Road D C F <br />Cleveland Avenue/County Road C2 * B/F P/I+ <br />Cleveland Avenue/1-35 W Northbound Ramps C E <br />Cleveland Avenue/County Road C C F <br />Caunty Road C/Friar Avenue C ` `~` <br />County Road C/Fairview Avenue D E <br />Fairview Avenue/Terrace Drive * A/C A/C <br />* Indicates an intersection with aside-sheet stop. The overall L05 is fol3owed 6y the worst approach LOS. <br />Internal I'oadWay COntIgllratlon 2 WaS 1'eVleWed TIeXt a5 t11e YCCOInmended 1mprOVement. Tile <br />analysis results shown iIl Table S indicate all but one key intersection will operate at an <br />acceptable overall LOS D or better under year 2016 build conditions during the a.m. and p.m. <br />peak hours, with internal roadway configuration 2 and the following roadway improvements: <br />Cleveland Avenue at County Road D <br />• Construct a northbound left-turn lane <br />• Construct an eastbound left-tI.Irll lane <br />• Operate intersection with north-south split phasing <br />Cleveland Avenue at County Road C2 <br />• Install a traffic signal <br />Cleveland Avenue at I-35W Northbound RalrtrJs <br />• Rxtend the eXisting southbound ]eft-hlrn lane <br />Table 5 <br />Year 2016 Build Conditions -Internal Roadway Configuration 2 <br />Level of Service Results <br />Intersection Level of Service <br /> A.M. Peak P.M. Peak <br />Cleveland Avenue/County Raad D C D <br />Cleveland Avenue/County Road C2 A B <br />CIeveland Avenuell-3SW Northbound Ramps C D <br />Cleveland Avenue/County Road C C D <br />County Road C/Prior Avenue C C <br />County Road C/Fairview Avenue D E <br />Fairview Avenue/Terrace Drive * A/C A/C <br />Indicates an intersection with aside-street stop. `fhe overall L45 is follawed by the c~rorst approach LOS. <br />See Figure 9: Year 2016 Peak Hour Traffic Volumes -Configuration 2 <br />