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77 <br />M <br />Poplar Jones <br />Lake Lake <br />ANewghton <br />/4 <br />Johanna <br />Lake <br />® � NTY]ROAD B W —� <br />ki <br />R L <br />C � <br />ROS V LLE�/Yj •21�� <br />Unnamed o - <br />__Eua� Tern <br />Roseville Comprehensive Plan <br />Existing Level of Service <br />Based on Volume to Capacity (v/c) <br />• Roseville, MN <br />■'r <br />L <br />O <br />O <br />3 <br />H W <br />y) Q <br />W R <br />U � <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 />(>_ 1.0 v/c) <br />traffic <br />Roseville Boundary <br />l , <br />Plannine Level Urban Roadway Capacities <br />R � *Higher Threshold is used in this analysis for calculating LOS <br />� I <br />d <br />Rocky's <br />� i i Nbish�L�ake <br />-— <br />N <br />0 2,250 <br />Feet <br />WSB <br />Daily Two-way Volume <br />Lower <br />Higher <br />Faci I ity 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 />o <br />Fur lane freeway <br />60,000 <br />80,000 <br />Freeways <br />Six lane freeway <br />90,000 120,000 <br />Calculated on a segment <br />Eight lane freeway or higher <br />by segment basis <br />R � *Higher Threshold is used in this analysis for calculating LOS <br />� I <br />d <br />Rocky's <br />� i i Nbish�L�ake <br />-— <br />N <br />0 2,250 <br />Feet <br />WSB <br />