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November 25, 2019 WIDSETH <br /> Proposal for North Sluetter Road Design SMITH <br /> City of Pequot Lakes <br /> Page 4 , NOLTING <br /> Without field survey or measurements yet, we anticipate this Segment A portion would require <br /> minimal clearing and ditching, minimal change to the roadbed, some "sweetening" of the Class <br /> 5 aggregate base, and then bituminous paving. <br /> Seqment B: <br /> The middle 3,500± feet has minimal clearing off the edge of the road and generally poor ditching <br /> /swales /drainage. At the "local low point" in this area, there are also what would probably be <br /> delineated wetlands on either side of the road (one side shows up on the National Wetland <br /> Inventory mapping). <br /> Following are two photos at a couple of points within Segment B. They both show minimal <br /> clearance off the edge of the gravel road. The first one shows some drainage rutting on the <br /> right, which would most likely increase with hard surFace paving. Generally, roadways with this <br /> type of cross section require more maintenance, especially along their edges to minimize <br /> degradation of the integrity of the surfacing. showing the relatively good clearance and grassed <br /> swales/ditches on either side, and the gravel surfaced road. <br /> -� .� ��"`�,.. + �Y� <br /> ! <br /> t=� <br /> 4 <br /> A <br /> • � '. <br /> 1;, <br /> �7 � <br /> N:\Marketing Dept\Proposals\00 Letter Proposals�2019 Letter Proposals\Pequot Lakes-20191203-4-North Sluetter Design Proposal.docx <br />