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F. FACTORS AFFECTING PARKWAY DEVELOPMENT: (continued) <br /> • 7. The County will construct, when funding is available, <br /> bike paths along designated routes . These paths may be <br /> contiguous to the driving lanes or separated if right-of- <br /> way width permits . If paths are separated from the <br /> roadway, however, they become the responsibility of the <br /> City after construction. <br /> 8. No major improvement or reconstruction of County roads in <br /> Arden Hills is included in the current 5-year Capital <br /> Improvement Program of Ramsey County. Future improve- <br /> ments will be considered when updating the CIP if the <br /> City makes a specific request. <br /> G. ANALYSIS OF CANDIDATE ROUTES: <br /> 1. Exposure to natural amenities. Since a major purpose of <br /> a parkway system is to provide an interesting , aesthetic <br /> driving experience, it is obvious that parkway routes <br /> s�h ould provide exposure to natural amenities , including <br /> lakes, parks and other significant open space, wooded <br /> areas, and interesting topography. (See Exhibit 2) <br /> 2. Traffic volumes . Traffic volume is an important factor <br /> because it will dictate the cross-sectional width of the <br /> roadway. If projected volumes exceed 8,000 ADT, a wider <br /> roadway would be required. The following table indicates <br /> the right-of-way widths and 1982 ADT volumes for candi- <br /> date routes. (See also Exhibit 3) <br /> Traffic(a) <br /> Route Row Width Volumes <br /> Lake Johanna Blvd. 4,900 <br /> Co . Rd. D to east limit of <br /> Tony Schmidt Park 66' <br /> East limit of Tony Schmidt <br /> Park to Snelling 80' <br /> Snelling Ave. 4,400 <br /> Hwy. 51 to Co. Rd. E 200' <br /> Co. Rd. E to 694 100' <br /> Co. Rd. E-2 86' 5,400 <br /> Hamline Ave. 66' 7 ,000(b) <br /> Co. Rd. D. 66' 5 ,400 <br /> (a) Indicates 1982 ADT on the most travelled portion of <br /> the route. <br /> (b) Based upon consultation with the City Traffic Engineer, <br /> • Hamline Avenue is the only candidate route anticipated <br /> to exceed 8,000 ADT in the future. <br /> -4- <br />