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Janet Court <br />Sanitary Sewer: 80 feet of sanitary sewer main repair to eliminate a sag in the line, <br />located at the end of the cul-de-sac, of which approximately 25 feet are under pavement. <br />The remaining 5 5 feet are located in a utility easement. <br />Storm Sewer/drainage: Spot curb replacement to improve drainage in the gutter line, <br />located at the catch basins and the curve in the road. Relay storm sewer pipe at the catch <br />basins to repair back flow. <br />Valentine Court <br />Watermain: Replace the watermain the entire length of the street, hydrants and services to <br />curb stops. <br />Sanitary sewer: Replace the sewer main the entire length of the street; there are a series of <br />2-inch offset j oints in this line. <br />Storm sewer/drainage: Construct catch basins at the intersection of Valentine Avenue, <br />construct two rain gardens. Catch basins and curb and gutter will eliminate existing <br />ponding within the roadway. <br />Valentine Avenue <br />Watermain: Replace the watermain and services to curb stops from Snelling Avenue/Old <br />Highway 10 to Valentine Court, replace all hydrants. <br />Sanitary sewer: Replace the sewer main from Lake Valentine Road to Valentine Court; <br />there are mineral deposits and a series of 2 to 3-inch offset joints in this line. <br />Storm sewer/drainage: Replace and construct new catch basins at the intersection of <br />Valentine Crest Road, construct new catch basins just west of Valentine Court, construct <br />new catch basins midblock between Valentine Court and Snelling Avenue/Old Highway <br />10, construct an infiltration basin along south side of Valentine Avenue east of Valentine <br />Court. Curb and gutter will eliminate existing ponding within the roadway. <br />Valentine Crest Road <br />Watermain: Replace hydrants and hydrant valves at entrance of cul-de- sac and <br />approximately mid-block. <br />Sanitary sewer: Complete three sanitary sewer main line repairs along the east-west <br />segment of the street to eliminate sags in the line. 12 feet on the east half of the cul- de- <br />sac, 20 feet and 31 feet in front of 4104 and 4100 Valentine Crest Road. These spot <br />repairs are approximately 10 and 15 feet deep, respectively. Digging these repairs will <br />require a trench as wide as the street. <br />Storm sewer/drainage: Construct new catch basins approximately 90 feet east of the cul- <br />de- sac to resolve a drainage issue at 4109 Valentine Crest Road, construct a swale and <br />infiltration basin to alleviate ponding issues in the cul- de- sac and the driveway at 4126 <br />Valentine Crest Road (at the end of the cul de sac), adjust street profile in conjunction <br />with storm sewer improvements to correct drainage issues. Curb and gutter will <br />eliminate existing ponding areas within the roadway. <br />Would a mill and ove�lay add�ess the d�ainage issues on Valentine C�est Road? <br />City Council Meeting <br />\�.Metro-inet.us\ardenhills�Admin\Council�Agendas & Packet Information\2010\5-10-10 Regular�Packet Information\8A 5- <br />10-1 OMemo 2010PMP AwardBid.doc <br />Page 2 of 3 <br />