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Item 6.1- 6.3
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Item 6.1- 6.3
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• rte-,; <br /> .viii Howard R. Green Company <br /> October 16, 2002 <br /> File: 812620J-0240 <br /> Mr. Scott Harlicker <br /> Senior Planner <br /> City of Elk River <br /> 13065 Orono Parkway <br /> Elk River, MN 55330 <br /> RE: ELK RIVER STATION DEVELOPMENT <br /> Dear Mr. Harlicker: <br /> As requested, we have the reviewed the most recent submittals for the Elk River Station development, <br /> combined with the submittal received on September 12, 2002. The two most recent sheets submitted <br /> were a Preliminary Site Plan/PUD dated August 26, 2002, and a Concept for the Commercial <br /> Property, which had no date. These submittals were all prepared by Westwood Professional Services <br /> for Centex Homes. As you are aware, Centex Homes is planning to develop approximately 298 <br /> townhomes on about 50 acres of the site. This would encompass all of the residential development; <br /> the remaining commercial development would be done at a future date by a different developer. <br /> 1. Public roadways will service most of the development. The majority of the public roadways <br /> are shown to be 28 feet in width, face of curb to face of curb, within a 50-foot right-of-way. <br /> At the staff review meeting, Cliff Anderson from the fire department expressed concern <br /> regarding the 28-foot wide roadways. It is the fire department's opinion that with parking <br /> on one side of the 28-foot wide roadway, there is insufficient room remaining to preserve <br /> the 20-foot width for emergency vehicle access. However, according to MnDOT design <br /> criteria for low-volume roads, which these roads would be considered, a parking lane width <br /> is eight feet wide. Thus, the remaining width would allow for a 20-foot wide emergency <br /> vehicle access. <br /> 2. We have received drainage calculations dated September 14, 2002, from Westwood <br /> Professional Services. We have done a preliminary review of these drainage calculations <br /> and find them generally to be acceptable. We have a number of minor comments <br /> regarding the drainage calculations, which we will share directly with Jason McCarty of <br /> Westwood Professional Services. <br /> 3. A general review of the grading plan indicated that while the overall plan appeared to be <br /> adequate, there are a few items that will have to be reviewed in greater detail at a larger <br /> scale. These items have been explained to the developer; they include the grading along <br /> and adjacent to the large wetland at the north side of the property, and also a <br /> determination of emergency overflows for all portions of the property. <br /> 4. There is sufficient capacity for sanitary sewer and watermain to service this development. <br /> Generally, the sanitary sewer and water system will be considered public and will be <br /> . maintained by the City and the Elk River Municipal Utilities. Final determination of hydrant <br /> locations, valve locations, watermain looping, and sewer alignment has yet to be finally <br /> determined. <br /> Ltr-101602-Harlicker <br /> 1326 Energy Park Drive • St. Paul, MN 55108 • 651/644-4389 fax 651/644-9446 toll free 888/368-4389 <br />
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