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o <br /> RIGHT-OF-WAY AND TRAFFIC VOLUME ANALYSIS <br /> Traffic(a) <br /> Route Row Width Volumes <br /> 1. Lake Johanna Blvd. 4,900 <br /> rcA,_ Co. Rd. D to east limit of Tony Schmidt Park 66' <br /> wr I TA r t c,��rD� East limit of Tony Schmidt Park to Snelling 80' <br /> r LtX V A <br /> ink b, .$, 2. Snelling Ave. 4,400 <br /> Hwy. 51 to Co. Rd. E 200' <br /> Co. Rd. E to 694 100' <br /> 3. Co. Rd. E-2 86' 5,400 <br /> 4. Hamline Ave. 66' 7,000(b) <br /> 5. Co. Rd. D 66' 5,400 <br /> (a) Indicates(1982 ADT on the most travelled portion of the route. <br /> (b) Based upo -ansultation with the City Traffic Engineer, Hamline II <br /> Avenue is the only candidate route anticipated to exceed 8,000 <br /> ADT in the future. <br /> ALTERNATIVE PARKWAY CROSS-SECTIONS <br /> • The following sketches of roadway cross-sections graphically depict the <br /> CSAH standards identified on page 1, paragraph 2. These cross-sections <br /> are shown related to the varying right-of-way widths of candidate routes. <br /> All alternatives assume separated bike/pedestrian paths to reduce the <br /> width of paved roadway and to improve safety. <br /> -2- <br />