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M <br />280 <br />77 <br />M <br />/4 <br />A <br />Rr <br />Wabasso Lake C Z <br />i <br />ROSyttLL 0ohanna Lake /SM_milyiakeiew 0////����/����//// 2 <br />Jutly Lake Unnamed <br />Arden Hills (BlackTern <br />Pona)Lake <br />i <br />Owasso La Roseville Comprehensive Plan <br />iBie -- Josephine I_ Figure 6: Existing Level of Service <br />Johanna Lake <br />Lake W yv��� AA Based on Volume to Capacity (v/c) <br />D1 �\\> / •I Roseville, MN <br />R <br />L <br />R <br />C <br />R <br />U <br />w <br />it <br />J <br />LakeIIIIIIII— u �— O <br />—,ftCarmm Lake �y <br />ul Q <br />U <br />R � <br />w li II � <br />0 <br />G! a,La — <br />-O �Nb'a, <br />' h Lake <br />Falcon <br />Existing <br />Level of Service <br />Existing Level <br />of Service <br />Higher <br />Higher density traffic <br />D <br />restricts maneuverability <br />(.76 to .90 v/c) <br />Threshold <br />Threshold" <br />Low speeds, <br />E <br />considerable delays <br />(.91 to .99 v/c) <br />Two lane divided or Three <br />Very low speeds and long <br />F <br />delays with stop -and -go <br />(L_ 1.0 v/c) <br />traffic <br />17,000 <br />Roseville Boundary <br />Plannine Level Urban Roadwav Capacities <br />*Hi gher Threshol d is used in this analysis for calculating LOS <br />N _ <br />0 2,250 - / WSB <br />= Feet — <br />Daily Two-way Volume <br />Lower <br />Higher <br />Fad Ii Type <br />Threshold <br />Threshold" <br />Two lane undivided <br />10,000 <br />12,000 <br />Two lane divided or Three <br />lane undivided <br />15,000 <br />17,000 <br />Arterials <br />Four lane undivided <br />18,000 <br />22,000 <br />Four lane divided orfive lane <br />undivided <br />28,000 <br />32,000 <br />Four lane freeway <br />60,000 <br />80,000 <br />Freeways <br />Si. lane freeway <br />90,000 120,000 <br />Calculated on a segment <br />Eight lane freeway or higher <br />by segment basis <br />*Hi gher Threshol d is used in this analysis for calculating LOS <br />N _ <br />0 2,250 - / WSB <br />= Feet — <br />