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O U�1 l \ilS <br /> fe <br /> RAMSEY COUNTY,MINNESO1 A <br /> GATEWAY TO THE NORTH 2401 HIGHWAY 10 <br /> MOUNDS VIEW,MINN.55112 <br /> 17F PARTML NT OF PARKS, 784-3055 <br /> RI CAFAT ION AND FORF STRY <br /> June 11 , 1985 <br /> Mr . Robert J. Peterson , Manager <br /> Paving Division <br /> Midwest Asphalt Corporation <br /> 6401 Industrial Drive <br /> Box 338 <br /> Hopkins, MN 55343 <br /> Dear Mr. Peterson : <br /> This is just a short note to follow up on our phone conversation <br /> • on Monday , June 10 , 1985 regarding the modifications to the <br /> Greenfield Park project. The following items need to be adhered <br /> to as outlined in the original bid specifications: <br /> 1 . We need to have the necessary compaction test taken on the <br /> tennis court base prior to the bituminous being laid. The <br /> compaction test should be presented to David Warzala at <br /> Barton-Aschman Assoc . , 332-0421 , prior to installing the two <br /> lifts of bituminous. <br /> 2. We are willing to accept the 4 inches of recycled bituminous <br /> as a base for the bituminous trail in place of class 5, based <br /> on the understanding that you will place an additional 2 <br /> inches of class 5 material over the bituminous prior to plac- <br /> ing the final trail overlay. <br /> 3 . The northeast corner of the tennis courts needs to have the <br /> ag lime replaced with class 5 material and the entire base <br /> needs to be re-rolled prior to installation of the bituminous <br /> surface. <br /> 4 . I have attached a drawing as to how we want the corrigated <br /> pipe to be installed which recommends that an 8 - 10 foot <br /> swath, 12 inches deep, of material be excavated underneath <br /> the trail area and the geotextile fabric would then be placed <br /> down with 12 inches of granular material on top of that and <br /> • the 12 inch pipe would then be placed at grade level with 12 <br /> inches of granular material placed over the top of that. <br /> Should you have any questions regarding the installation of <br /> that culvert , please contact either myself or Dave Warzala at <br /> Barton-Ashman . <br />