6.3. SR 02-07-2005 - Laserfiche WebLink

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I I I I I I I I I I I I I I I I I I I Storm Sewer An 18-inch storm sewer pipe and catch basin is located at the south end of Upland Avenue. Runoff from Upland Avenue approximately 150 feet west on Main Street flows to this catch basin. In addition, the Upland Avenue runoff from approximately Fifth Street south flows to this catch basin. A 12-inch storm sewer system and catch basins are located at the end of Fifth Street west of Upland Ave. Runoff from Fifth Street from approximately Upland Avenue flows to these catch basins, which then flow into a pond to the north of Fifth Street located in the Bailey Beck Addition. A 21-inch storm sewer system and catch basins are located in the backyards east of Tipton Avenue. Runoff from the backyards, Tipton Avenue, TH 10 and a significant portion of the Cretex property located north of TH 10 flows through this system. The storm sewer system flows to Main Street then to the Elk River. A 12-inch storm sewer system and catch basins are located at the end of Fifth Street approximately 300 feet west of Seymour Avenue. Runoff from Fifth Street from the intersection of Rush Avenue and Fifth Street to the east flows to these catch basins. A 12-inch storm system and catch basins are located at the intersection of Fifth Street and Proctor Avenue. Runoff from Fifth Street and Proctor Avenue flows into these catch basins and then south following Proctor Avenue into a storm sewer system on Main Street. A 12-inch storm system and catch basins are located at the intersection of Fifth Street and Norfolk Avenue. Runoff from Fifth Street and Norfolk flows into these catch basins and then north into a storm sewer on the north side of TH 10. The existing storm sewer is shown as Exhibit 5. Existina Private Utilities Private utilities that have facilities in or near the project area will be notified of the project and requested to incorporate repairs and replacements with the project as needed at their cost. Private utilities include Charter Communications, Elk River Municipal Utilities, Minnegasco, Northstar Access, Sherburne Telephone Systems, and Qwest. V. PROPOSED IMPROVEMENTS The proposed improvements for the 20'05 Street Reconstruction Project include street, storm sewer, sanitary sewer, and watermain construction. A detailed description of each proposed improvement is provided below. Street The proposed typical section for the majority of the streets will be in accordance with the section adopted as part of the Pavement Rehabilitation Report. The proposed street 3