04-27-2020-R - Laserfiche WebLink

Home Browse Search

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