Laserfiche WebLink
I. PROJECT HISTORY <br />This Feasibility Report was authorized by the Lino Lakes City Council on May 23, 2011. <br />For the past three years, City staff has been working with property owners along the <br />northeast quadrant of I -35E and Main Street to facilitate the northerly extension of Otter <br />Lake Road. In March of 2011, MFC Properties presented a development concept to the <br />City Council for property located northeast of the Otter Lake Road and Main Street <br />intersection. MFC Properties subsequently submitted a petition, dated April 2, 2011, <br />requesting the preparation of a feasibility study for installation of roadway, watermain, and <br />sanitary sewer improvements to service pending development. <br />This area is guided for commercial development and is proposed as an "A" Minor Arterial <br />in both the City and County transportation plans. Main Street (CSAH 14) was <br />reconstructed in 2005 by Anoka County. It consists of a divided four -lane highway. A <br />signalized intersection was installed with improvements to allow for a future north <br />extension of the Otter Lake roadway. The Anoka County CSAH 14 project installed a <br />median limiting Elmcrest Avenue to a right -in /right -out. <br />This Report is based on observations, record drawings, aerial photography, aerial <br />topography, soil borings and City utility maps. The Report considers existing conditions, <br />drainage needs, and provides recommended improvements based on standard <br />engineering practices. Detailed survey information is required to confirm the viability of <br />roadway placement and drainage considerations proposed in this Report. <br />II. PROJECT AREA CHARACTERISTICS <br />The proposed Project area consists of all large agricultural land properties. The area has <br />been drain tiled and farmed through the years. Wetland's exist within the proposed right -of- <br />way areas in both Phase No. 2 and Phase No. 3. The wetland area directly north and west <br />of the intersection is a lower quality wetland Type 1, and the wetland with visible water in it <br />to the east is a higher quality wetland Type 3. The location of the existing intersection <br />combined with the multiple lane requirements and access points is very limited in design <br />options. The proposed road location doesn't impact the higher quality wetlands. The <br />alignment has been designed in coordination with the Rice Creek Watershed District staff. <br />The wetland impacts will require mitigation. The exact location of the mitigation will be <br />determined with development of the project. <br />Page 3 14817.004 <br />