6.2. SR 01-13-2003 - Laserfiche WebLink

Home Browse Search

A 12-inch storm sewer system and catch basins are located at the intersection of Proctor Avenue and Fourth Street. Runoff from Fourth Street approximately 425 feet west of Proctor flows to these catch basins. Catch basins are located on the south side of Fourth Street approximately 200 feet west of the intersection of Fourth Street and Morton Avenue. Runoff from the intersection of Fourth Street and Morton Avenue to the east and from the intersection of Fourth Street and Proctor Avenue to the west flows to these catch basins. A 12-inch storm sewer system and catch basins are located approximately 150 feet north of the intersection of Morton Avenue and Main Street. Runoff from the intersection of Morton Avenue and Fourth Street and from the intersection of Morton Avenue and Main Street flows to these catch basins. The existing storm sewer is shown as Exhibit 5. Existing 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 2003 Pavement Rehabilitation Improvements 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 section, shown on Exhibit 6, consists of a 32-foot wide street with concrete curb and gutter. This typical section will require widening or narrowing of the existing roadways within the project area. Fourth Street will be reconstructed as an exception to the adopted typical section. Due to the location of three churches adjacent to Fourth Street, on-street parking currently occurs on a regular basis and will need to be provided for in the future. According to State Aid guidelines the proposed street section to allow for on street parking on Fourth Street should consists of a 38-foot wide street section with B618 concrete curb and gutter. This section will allow for parking on both sides of the street. Photos showing the existing parking needed are provided as Appendix El. The proposed pavement section for all the streets consists of 6 inches Class 5 aggregate base, 2 inches of bituminous base course, and 1.5 inches of bituminous wear course. The proposed street section has been verified by a geotechnical investigation. The proposed street sections are shown as Exhibit 6.