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,..: �,`�� „ �. � "� <br /> .:�� '�;� � ►'"� w � _ <br /> . � �:,r�. _ <br /> �`� °' "�w�r �F..k,� M�°+ ��., <br /> -�, <br /> . �.,'!°� <br /> t ��; �"r �rtic'�� � <br /> ,r�`"�.�, '�, ..�"+�, • <br /> � � 'z�m ��`a'� � �����_� <br /> ���.�, � � <br /> .,, fr-�-. �r � .. .•�'#P 4ti•'�. <br /> R <br /> �� . <br /> _ -. . . . �� .- "�rL.��'�#.. . A <br /> _ _ <br /> ,.. '.F'.gys^t•.'. �y,s _. <br /> -' � ���_3 �y.� ,�. <br /> �' <br /> #� <br /> � -- .�- '��-. <br /> tie- � _ ,. � . <br /> x� <br /> �� _'. <br /> ��`` � <br /> Other items that were noted during the review and study: <br /> • There are power poles placed 5-10 feet from the edge of the pavement in some locations. <br /> • Initial observations are that utility relocation does not appear to be necessary based on <br /> locations of aboveground utility poles and pedestals; however, underground utilities <br /> could exist beneath the traveled way. <br /> • No soil borings were completed for this study. The soil survey for this area indicates <br /> soils consist of 1-2 feet of loamy sands (96% of the project length) and Markey Muck <br /> (4% of the project length). A copy of the Soil Survey Map is included in the Appendix. <br /> • Existing driveway approaches consist of both bituminous pavement and gravel. <br /> • Based on MNTOPO website contours, we anticipate there are 3 or 4 culverts that could <br /> possibly need to be replaced or installed. <br /> • Traffic count data has not been obtained for North Sluetter Road. The majority of traffic <br /> use is anticipated to come from passenger vehicles and residential-type service vehicles. <br /> However, it is anticipated traffic loading will also come from garbage trucks, school <br /> buses, logging trucks, and construction vehicles during house remodel-additions-new <br /> construction. <br /> 7 <br /> 2019-13331 —City of Pequot Lakes-Proposed North Sluetter Road Improvements <br />