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Agenda - Council - 12/11/2012
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Agenda - Council - 12/11/2012
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Meetings
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Agenda
Meeting Type
Council
Document Date
12/11/2012
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be set. The survey team will survey the existing alignment of Riverdale Drive, the <br />proposed alignment, a segment of Traprock, and the Mn/DOT ROW in the area. <br />* Additional traffic control will be necessary for survey efforts on and adjacent to <br />Highway 10. <br />Wetland Investigation <br />The Ramsey Engineering Department will complete a wetland investigation to <br />determine if any existing or historical wetlands will be impacted. If necessary, a sub - <br />consultant will be used to delineate wetland boundaries and complete the necessary <br />WCA paperwork. Wetland impacts are not anticipated with this project. <br />Field Review <br />The design engineer will perform a field review of base plan information. Verify <br />location of existing features, note legends on all warning, regulatory and route <br />marker signs. Verify that plans provide sufficient information regarding existing <br />wetland, drainage and sewer systems. Take photographs and/or video of existing <br />residential driveways, street intersections, and the surrounding environment as <br />necessary. <br />Preliminary Design (30% Plans) <br />Determine Horizontal Alignment <br />The horizontal alignment of the new roadway section will be determined. The <br />design team will identify the design speed of the roadway, and prepare the geometric <br />design accordingly. <br />Traffic Analysis <br />The Ramsey Engineering Department will complete a traffic analysis of the area. As <br />part of the investigation, the design team will confer with the Planning Department <br />to determine existing and proposed land uses in the adjacent and surrounding areas. <br />After the existing and proposed land uses are determined, the design team can <br />forecast the traffic in the years 2013 and 2033. <br />Determine Roadway Width / Cross Section <br />After the traffic analysis has been completed, the roadway width and cross section <br />can be determined to ensure that the road has the capacity for the level of traffic <br />anticipated. The need for turn lanes and lengths based on anticipated turning <br />movements will be identified. <br />Vertical Road Alignment (ls` or 2nd run) <br />The vertical road alignment will be determined with vertical curve lengths for the <br />design speed. The earthwork will be calculated to determine the earthwork balance. <br />A significant amount of fill will likely be necessary to construct the road across the <br />current location of the stormwater pond. A retaining wall option should also be <br />studied to determine if the addition of a retaining wall will result in less costs and less <br />stormwater mitigation. <br />3 <br />
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