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Agenda - Public Works Committee - 01/17/2017
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Agenda - Public Works Committee - 01/17/2017
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Public Works Committee
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01/17/2017
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4. PROPOSED IMPROVEMENTS <br /> 4.1 Street and Stormwater Improvements <br /> The segment of Alpine Drive between Armstrong Boulevard and Variolite Street is part of the <br /> City's Municipal State Aid System (MSAS). The proposed improvements must therefore be <br /> designed and constructed in accordance with current Minnesota Department of Transportation <br /> (MnDOT) State Aid standards which are generally based on the street's functional classification, <br /> projected traffic volume, design speed, lane designations and widths, and proposed pedestrian <br /> facilities. <br /> Based on the proposed design, Alpine Drive must be reconstructed in accordance with State Aid <br /> Rule 8820.9936 or 8820.9946. This will depend on the percentage of damaged curb and gutter <br /> that needs to be removed and replaced, which will be determined during final design. <br /> The scope of the proposed surface improvements is shown in Figure 1 in Appendix A. <br /> 4.1.1 Street Improvements <br /> Alpine Drive is proposed to be reconstructed with bituminous pavement matching the <br /> existing width. This design will meet current State Aid standards. All damaged B618 <br /> concrete curb and gutter is proposed to be removed and replaced in kind. A typical <br /> section for the proposed pavement reconstruction improvements is shown in Figure 2 in <br /> Appendix A. <br /> The proposed reconstructed pavement design must accommodate a 10-ton design in <br /> accordance with State Aid design standards. City staff is proposing a pavement section <br /> design of 1.5 inches bituminous wear course, 2 inches bituminous base course, and 6 <br /> inches of aggregate base composed of full depth reclamation material. This pavement <br /> section would be constructed over the existing subgrade after it is reshaped and <br /> compacted. <br /> The proposed pavement design should result in a minimum pavement life of 30 years, <br /> assuming that proactive, regular pavement maintenance treatments are performed during <br /> the life of the pavement. While staff would typically target a 60-year design life for <br /> reconstructed streets,this project is not proposing to remove and replace all curb and <br /> gutter due to the good condition of the existing 15 year old curb and gutter. Therefore, it <br /> may make sense to replace the pavement section at the time the existing curb and gutter is <br /> replaced, which will likely be 30 or more years into the future. <br /> 4.1.2 Stormsewer Improvements <br /> The existing storm sewer system is in good condition but will require the addition of <br /> three catch basins and 100 feet of storm sewer pipe to meet all current State Aid <br /> standards. In addition, several catch basin castings will require minor improvements. No <br /> stormwater quality treatment improvements are required for this project since the street is <br /> proposed to be reconstructed at its current width. <br /> Feasibility Report <br /> Alpine Drive Reconstruction <br /> City of Ramsey Project No.I7-0I Page 6 <br />
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