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b. The industrial park access road (between Fourth Avenue and Lake <br />Drive) has an unnecessary jog in it which could be eliminated by <br />realigning the intersection with Fourth Avenue. <br />c. The intersection of Fourth Avenue and the industrial Bark roadway <br />could be redesigned as a continuous curve rather than a 90 intersection <br />(thereby allowing an opportunity to straighten out the jog mentioned <br />above). This would require minor changes in the Fourth Avenue right- <br />of-way. <br />d. Since the primary purpose of Fourth Avenue will be to serve this <br />property and the property to the west of Fourth Avenue, it appears <br />feasible that its alignment could be revised to better suit the shape and <br />character of the property. The attached sketch illustrates one <br />potential realignment of Fourth which might more efficiently serve the <br />industrial park. The developer should be encouraged to consider <br />alternative layouts plans to assure that the one selected best suits the <br />project area. <br />3. Utilities: Is sanitary sewer service an important factor in developing this <br />industrial park? If it is, then the developer should be prepared to discuss the <br />issue with the Planning Commission and City Council while continuing the <br />planning process. A central water system may also be desirable in this area. <br />Central water could better handle wet industries and would provide better <br />fire protection. Feasibility for sewer and water should be discussed with the <br />City Engineer. <br />4. Soils: The Anoka County Soil Survey indicates that approximately 20% of the <br />site consists of soils with very severe wetness limitations (Iw-Isanty fine <br />sandy loam) and that approximately 30% of the site consists of soils with <br />marginal limitations due to wetness (Ln-Lino loamy fine sand). These soils <br />limitations will most likely influence the lot and roadway layout of the <br />industrial park. I would suggest that the developer perform a soils inventory <br />of the site and record the extent, location and character of the problem soils <br />and address what measures he will utilize to overcome them. <br />5. Access and Traffic: The developer should review the access and roadway <br />plans with the Anoka County Highway Engineer and MnDOT. Their comments, <br />in writing, should be submitted with any refined plans. Also, cul-de-sacs <br />should be avoided in industrial areas where possible due to the more difficult <br />turning movements of heavy trucks. If cul-de-sacs must be built (such as in <br />area just south of ditch) then the diameter should be at least 130 feet. <br />6. Screening: The Sketch Plan illustrates areas for berm and landscape <br />screening and screen planting along their east property line just south of the <br />ditch. This positive design feature should also be utilized in the following <br />areas: <br />a. east property line north of County Ditch 10 <br />b. property adjacent to I-35W (required 20 foot buffer strip per Section 6. <br />(7) (bb) of Ordinance 21) <br />c. property adjacent Reinholt residence <br />