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7.6. SR 10-03-1994
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7.6. SR 10-03-1994
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10/3/1994
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<br />. <br /> <br />M~ <br /> <br />I- <br /> <br />I:o.\SI"L TL\G E~GI\E!:ItS <br />September 22, 1994 <br />File: 230-247-11 <br /> <br />CIVIl fNGINEWNG: <br /> <br />Et-:'IIWNMENTAf <br /> <br />MUNICIPAl <br /> <br />nANNING <br /> <br />STRUCTURAl <br /> <br />. <br />SURVEYING <br /> <br />TRAfFIC <br /> <br />TRANSPORTA liON <br /> <br />1326 Energy Pork Drive <br />St. Paul, MN 5510B <br />612.6A.!-43B9 <br /> <br />Fox: 612-644-9.146 <br /> <br />. 9Boo Shelor<! Parkway <br />Minneopolis, MN 55.141 <br /> <br />612,546,0432 <br />Fax: 612'5.14-639B <br /> <br />Mr. Steve Ach <br />City Planner <br />City of Elk River <br />13065 Orono Parkway <br />P.O. Box 490 <br />Elk River, MN 55330 <br /> <br />RE: FIRST NATIONAL BANK SITE PLAN REVIEW <br /> <br />Dear Mr. Ach: <br /> <br />As requested, we have reviewed the site plan for the proposed First National Bank facility <br />to be located in the southeast quadrant of Freeport Avenue and 19lst Street within the Elk <br />Park Center Development. The site plan we reviewed was a revised drawing, although it did <br />not contain a revision date. The date of printing in the lower righthand comer of the <br />drawing is September 16, 1994. The site plan was prepared by Hickey, Thorstenson, <br />Grover, Ltd., Architects. Based on our review, we would offer the following comments: <br /> <br />1. <br /> <br />The site plan was revised because of two major concerns we expressed to the <br />architects. The fIrst was the method which was used to prepare the grading plan, <br />which did not take into account the existing contours, and the second dealt with storm <br />sewers on the site. The revised grading plan still has major errors in it. As an <br />example, in the boulevard area adjacent to 19lst Street, there is a berm proposed <br />which rises from 933 to a height of 937. Underneath this proposed berm, there is an <br />existing 932 contour which is not adequately dealt with in the grading plan. This 932 <br />contour cannot be left to just hang; it must be shown to wrap around the site in some <br />manner and connect to another 932 contour. Another example of an error on the <br />grading plan is the curb grade along the northeast area of the site. Directly northeast <br />of the proposed drive-thru, there is a spot elevation shown on the curb of 935.0. <br />Approximately 60 feet to the northwest and 60 feet to the southeast, there is also a <br />935 contour which runs into the curb. This would indicate that the entire length of <br />curb in this area is at elevation 935. In other words, the curb along here is flat and <br />would not adequately drain. Another example of a problem with the grading plan is <br />found in the southern area shown as long range expansion. There is an existing 934 <br />contour on the southern boundary of the property. There is also a proposed 934 <br />contour which runs into the proposed curb. Between these two is a 932 contour <br />which is existing and not adequately dealt with. As it is shown, this would be a low <br />area which would always hold water. Based on these examples of problem areas in <br />the grading plan, we would recommend that the grading plan be revised. <br /> <br />2301247-2201.sep <br />
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