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2 <br /> <br />These roadway sections are all rural and not proposed to It is anticipated a taper mill will be required on these <br />be converted into urban sections (with curb and gutter). road sections to match the existing bituminous gutter <br />The reclamation material is proposed to be used as the to maintain current gutter capacity after the overlay is <br />base material for the new bituminous pavement. Minor complete. Spot patching will also be required in failed <br />shoulder treatment will be required to match into the pavement areas. <br />existing surface. As many as six storm sewer culverts are <br />anticipated to be replaced with this project. <br />Bituminous Overlay in Rural Sections <br />A bituminous overlay is proposed for the following <br />Bituminous Overlay with Concrete Curb roadways: <br />th <br />A bituminous overlay is proposed for the following • 225 Avenue NW from Meadowvale Road NW to the <br />roadways:west city limits <br />• Lafayette Woods Subdivision, including all phases• Fresno Street NW from Elk Lake Road NW to the <br />rd <br />• Dodge Street NW from 193 Avenue NW to north city limits <br />th <br />approximately 900 feet north• York Street NW, 208 Avenue NW, Watson Street NW, <br />stth <br />• Carlson Circle NW201 Circle NW, 212 Avenue NW, and Vernon Street <br />• Baldwin Circle NWNW <br />th <br />• Auburn Street NW, Sane Street NW, 195 Circle NW, <br />thth <br />196 Avenue NW, 196 Circle NW, Wilson Street NW, It is anticipated a full mill will be required on these road <br />th <br />196 Lane NW, and Zane Court NWsections to provide a better tie-in to existing shoulders <br />and driveways. Spot patching will also be required in <br />It is anticipated a taper mill will be required on these road failed pavement areas. <br />sections to match into the lip of curb. Spot patching will <br />also be required in failed pavement areas. <br />Project Approach <br />Our work scope will include preparation of the feasibility <br />along these segments will be noted during a preliminary <br />and contract administration. Our proposed approach is as <br />project walk-through, or marked by the city. If the <br />follows: <br />removal length exceeds 100 feet, we will survey the <br />• Data Transfer. Our team will obtain GIS, CAD, <br />existing curb prior to removal to facilitate the installation <br />of the new curb at the same grade and elevation. We will <br />known horizontal and vertical survey control for the <br />also review all pedestrian ramps within the project area <br />area. <br />to verify they meet current ADA requirements. If they are <br />• Field Walk. <br />found to be out of compliance, they will be replaced with <br />this project. <br />identify percentages of curb replacement required and <br />Bituminous Overlay with Bituminous <br />areas for survey. We will then make a Gopher ONE <br />Curb <br />call for areas where excavation may be required. <br />A bituminous overlay is proposed for the following <br />• Preliminary Survey. We have included a 5-day <br />roadways: <br />allotment for topographic survey. Survey is anticipated <br />th <br />• 214 Avenue NW west of Meadowvale Road NW <br />along the rural reclamation portions of the project and <br />th <br />• 215 Avenue NW west of Jarvis Street <br />at spot locations throughout the remainder of project <br />• Edison Circle NW <br />th <br />• 217 Avenue NW west of Brook Road NW <br />city, and where long stretches of concrete curb are <br />th <br />• 225 Avenue NW from Hwy 169 to Baldwin Street <br /> <br />NW (curb on north side only) <br /> <br /> <br />2019 Street Improvements | Elk River, Minnesota <br />