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P LA N N r R S, <br />D t-1 s ic. N iE R <br />consttfling Gromp, Isn"6, 1 <br />AT 4 1 UOT ZTA LTIT I fir, <br />Attachment C <br />SRF No. 011 ?3 <br />66 <br />T 0.- Debra Bloom,, P.E.,, Assistant Public Works Director/City Engineer <br />City of Roseville <br />FROM.- Craig Vaughn, P.E., PT E, Senior Associate <br />Matthew Pacyna, P.E., Senior Engineer <br />DATE.- February 22, 2011 <br />SUBJECT.- PULTE HOMEs TRAFFIC STUDY <br />EMUSIMIWISH <br />As requested, SRF Consulting Group has completed a traffic study for the proposed Pulte Homes <br />residential development located in the City of Roseville (see Figure I — Project Location). The <br />main objectives of this study are to evaluate the existing roadway conditions; determine the <br />future traffic volume generated by the development and any subsequent traffic impacts to the <br />adjacent roadway network; and recommend any necessary improvements to accommodate the <br />proposed development. Furthermore, a review of area traffic patterns was completed to <br />determine the impact of the proposed roadway connections within the area. <br />I :*A' 0 1 a IlL <br />Existing traffic operations were analyzed at the following key intersections.- <br />• Lexington Avenue North and County Road C2 <br />• Lexington Avenue North and Josephine Road <br />• Josephine Road and Fernwood Street <br />• Josephine Road and Hamline Avenue North <br />• Hamline Avenue North and County Road C2 <br />These intersections are currently unsignalized, with side-street stop control. Lexington Avenue <br />North is a three-lane roadway (two-lane roadway with a center two-way left -turn lane (TWLTL)) <br />with a posted speed limit of 4O miles per hour (mph)l. Hamline Avenue North is a two-lane <br />roadway with a posted speed limit of 35 mph; the other roadways within the study area are two- <br />lane roadways with posted speed limits of 30 mph. Full-access is provided at each key <br />intersection. Intersection observations and vehicular a.m .. and p.m. peak hour turning movement <br />counts were collected by SRF Consulting Group in February 2011. Existing geometrics, traffic <br />controls,, and peak hour traffic volumes for the key intersections are shown in Figure 2. <br />s' r fc o n s u] t' ing . coy) <br />One Carlsn.,n Parkw� ,o North, StOte'150 I Minneapolis, MN 155447­ 43 '71613,475.00010 Fax: 763,475,24,29 <br />An, Eqttal Oppf,�,r,tlfl"fjti"f'.��" E'01101plt'oyer <br />Page 1 of 11 <br />