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ATTACHMENT B <br />Existing Infrastructure <br />Jerrold Avenue <br />The eastern 1,030 feet of Jerrold Avenue consists of deteriorated bituminous pavement with a condition <br />rating below 20 out of 100. The street includes no curb and minimal storm sewer drainage. Existing water <br />main consists of 6-inch diameter cast iron pipe installed in 1968. Sanitary sewer consists of 8-inch <br />diameter VCP pipe installed in 1961 and lined in 2013. <br />The western 480 feet of Jerrold Avenue consists of deteriorated pavement with a condition rating below <br />20 out of 100. The street includes concrete curb in relatively good condition and a storm sewer system. <br />Existing water main consists of 6-inch diameter ductile iron pipe installed in 1977. Sanitary sewer consists <br />of 8-inch diameter PVC pipe installed in 1977. <br />Edgewater Avenue <br />The eastern 1,200 feet of Edgewater Avenue consists of bituminous pavement with a condition rating of <br />54, although significant surface deterioration is occurring on this segment. Records indicate that <br />Edgewater was last reconstructed in 1998. The street curb is generally in good condition and a system <br />of storm sewer drainage inlets are located along the street segment. Existing water main consists of 6- <br />inch diameter cast iron pipe installed in 1968. Sanitary sewer consists of 8-inch diameter VCP pipe <br />installed in 1960 and lined in 2013. <br />The western 600 feet of Edgewater Avenue consists of deteriorated bituminous pavement with a <br />condition rating of 36. The street includes curb in generally good condition and a system of storm sewer <br />drainage inlets. Existing water main consists of 6-inch diameter ductile iron pipe installed in 1977. <br />Sanitary sewer consists of 8-inch diameter PVC pipe installed in 1977. The condition of existing 6-inch <br />diameter sanitary force main will need to be evaluated to determine rehabilitation needs. <br />Glenpaul Avenue <br />Glenpaul Avenue from Cleveland Avenue to New Brighton Road consists of a deteriorated bituminous <br />pavement with a condition rating of 21 or less. A majority of the roadway contains no curb or storm sewer <br />drainage system. Existing water main consists of 6-inch diameter cast iron pipe installed in 1968. Sanitary <br />sewer consists of 8-inch diameter VCP pipe installed in 1961 and lined in 2013. <br />Prior Avenue <br />Prior Avenue consists of bituminous pavement with a condition rating of 15. City records indicate that <br />Prior Avenue was last overlaid in 1995. The street contains no curb or storm sewer with the exception of <br />the intersection at Edgewater Avenue. Water main does not extend along Prior Avenue. Sanitary sewer <br />consists of 21-inch diameter reinforced concrete pipe installed in 1961. This sanitary sewer segment has <br />not been lined. <br />Lake Valentine Road <br />Lake Valentine Road from Snelling Avenue North to Interstate I-35W was reconstructed in 1995 with new <br />curb, storm sewer and pavement section. Water main consists of 6-inch diameter ductile iron pipe <br />installed with the 1995 street improvements. Sanitary sewer consists of 8-inch diameter PVC pipe <br />installed along the frontage of MVHS in 1995, and 8-inch VCP pipe from MVHS to Snelling Avenue North <br />installed in 1960 and lined in 2013.