Laserfiche WebLink
• Mr. Steve Ach <br /> June 15, 1994 <br /> Page Three <br /> 9. With the large amount of vehicle traffic which would be anticipated with this <br /> type of commercial development and anticipating future commercial <br /> development to the north, consideration should be given at this time to adding <br /> a left turn lane from 193rd Street to Evans Avenue. <br /> A portion of 193rd Street is in the process of being reconstructed as part of <br /> the extension of trunk sewer and water utilities to this location. It would be <br /> easy to add additional work in this area by change order. <br /> C. Grading and Drainage Plan <br /> 1. The grading plan shows grading off of the project site to the west in the <br /> MnDOT highway right-of-way and slightly off the project site to the north <br /> onto private property. A permit from MnDOT will be required for this work <br /> in the right-of-way and permission from the owner to the north will be <br /> required for the work in this area. <br /> • 2. There are two low areas shown on the grading plan outside of the pond which <br /> should be investigated for wetland determination. One is located in Lot 1, <br /> Block 1, and the other is located in Lot 1, Block 2, just off the southwest <br /> corner of the proposed building site. <br /> 3. Additional spot elevations should be provided on the grading plan to indicate <br /> how the parking lot will be graded to facilitate drainage to the proposed <br /> catchbasins. Currently, there are catchbasins placed between elevations 956 <br /> and 954 where it does not appear drainage will be directed toward the <br /> catchbasin. <br /> 4. During the construction of Hillside Estates Addition, stumps were allowed to <br /> be buried adjacent to the west side of the plat. A determination needs to be <br /> made whether or not these stump burial sites will interfere with the proposed <br /> construction on the east side of this commercial development. The Developer <br /> should specifically locate these sites and show them on the plan. <br /> 5. The ponding area in the southeast corner of the site has two sides which <br /> include a step-down retaining wall of approximately two 6-foot steps followed <br /> by approximately 9 feet of rock for erosion protection at a 1:1 slope. The <br /> other two sides are graded down at a 3:1 slope. This is a fairly deep pond <br /> which will maintain a normal pool of water 4 feet deep. If additional grade <br /> • <br /> cannot be provided to a 4:1 minimum slope, the pond should be fenced. The <br /> concern is one of safety. If an individual were to somehow fall into the pond, <br /> there needs to be a side slope flat enough that the person can get out of the <br /> pond. <br /> 230/226-1503.jun <br />