Agenda - Council - 01/12/1993 - Laserfiche WebLink

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Thc purpose of this study is to determine the feasibility and associated costs for the bituminous paving of a frontage road servicing the east side of Ramsey Boulevard from 149th Avenue N.W. to a point approximately 360 feet north. This improvement will benefit two properties, including the parcel on which the existing Tom Thumb store is located and the parcel immediately adjacent to the north which is currently undeveloped and owned by J & R Pizza of Wayzata, Minnesota. The two parcels are 22-32-25-33-0016 and 22-32-25-33-0017, respectively. DESCRIPTION OF EXISTING CONDITIONS At the present time, the southernmost 100 feet of the subject roadway has a paved bituminous surface. The existing street pavement is contiguous with the bituminous paving located on the Tom Thumb property. The remaining 280 feet of the existing roadway is a gravel surface which varies from 35 to 50 feet in width. There is a well defined drainage ditch along the east side of County Road #56 which flows to the south. Drainage from the gravel and bituminous area flows to this ditch system relatively well, although some ponding occurs in front of the propane tank on the Tom Thumb property near the western edge of the existing bituminous. DESCRIPTION OF IMPROVEMENTS This project proposes to extend bituminous paving from the point it currently terminates for a distance of 280 feet, terminating at the existing northern access onto County Road #56. The pavement will be placed 30 feet wide and two inches thick over a base of four inches of Class V. Any existing Class V will be salvaged to increase the base thickness. The newly placed pavement will be provided with a bituminous curb to strengthen the pavement edge and assist in containing traffic. The existing gravel roadway shall be regraded such that the new pavement will match the existing bituminous of the Tom Thumb project. Existing bituminous shall be neatly cut where matching the newly placed bituminous. A Iow point in the pavement will be created approximately 40 feet north of the concrete fuel pump pad and drainage will be diverted westward into the county road ditchline by creating a sodded drainage swale. Following paving, disturbed areas behind the curb will be restored with black dirt and would be fertilized, seeded and mulched. ESTIMATED PROJECT COSTS Tables 1 and 2, below, provide an estimate of the project construction cost and total project costs, respectively. TABLE 1 ESTIMATED PROJECT COSTS Ouanritv Item Unit Price Extension Lump Sum Grading & Test Rolling Lump Sum $1,500.00 133 tn Bituminous Wear Course 30.00 / tn. 3,990.00 233 tn Class V Base Course 7.00/tn. 1,631.00 250 lft. Bituminous Curbing 1.50/ lft. 375.00 180 Sq. Yd. Spillway Sod 2.50/Sq.Yd. 450.00 60 Cu. Yd. Black Dirt Borrow 7.00/Cu. Yd. 420.00 Lump Sum Seed and Mulch Lump Sum 150.00 Lump Sum Traffic Control on Co. Rd. #56 Lump Sum ..500.00 $9,016