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Birch Street (south). Care should be taken in the design and layout of Street B to <br />minimize the likelihood of cut through traffic from Birch Street to growing commercial <br />areas north of the site. Street A is located consistent with the access spacing proposed in <br />the 35E Alternative Urban Areawide Review (AUAR). Additionally, the following items <br />should be taken into consideration: <br />• Street A & B shall be 32 feet wide. <br />• Other streets will be allowed at 28 feet wide. <br />• Sidewalk shall be installed along one side of Street A. <br />• Street B shall be completed from Street A to Street F and full 60 feet of right of <br />way will need to be provided for that portion of Street B extending north of Street <br />A. <br />• A turn lane off of 20th Avenue will be required subject to review by Anoka <br />County. <br />• A traffic study will be required as part of the development application. <br />Build Out Plan <br />A build out plan (ghost plat) illustrating a proposed future street system and land use (i.e. <br />single family, townhomes, etc.) for adjacent parcels shall be required. <br />Easements <br />A private power line easement exists across the northwestern tip of the development. <br />Drainage and utility easements shall be provided in accordance with the subdivision <br />regulations. Easements will be placed along all property lines, around wetlands and <br />stormwater ponding areas. <br />Storm Water Management <br />The drainage divide cuts the site diagonally. Most of the surface water flows to <br />Clearwater Creek. A small portion flows to Amelia Lake. The concept plans shows <br />several ponding areas throughout the development. A storm water management plan that <br />meets or exceeds the requirements of Rice Creek Watershed District shall be prepared. <br />• It would be beneficial to employ a stormwater treatment -train design that uses <br />BMP's that can reduce volume and filter stormwater throughout the proposed <br />development. <br />• One (1) foot contours are required. <br />• Rear yard drainage swales that exceed more than four lots in length will require a <br />rear yard catch basin. <br />• The wetland delineation that is shown has expired and will need to be updated. <br />• A Rice Creek Watershed District permit will be required. We recommend <br />beginning discussion with the district as soon as possible. <br />6 <br />• <br />