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~. -z- <br /> (5) Since reservoir levels will fluctuate considerably, slope <br /> protection of the upstrea,n face will be required to prevent <br /> surface erosion. Slope protection within the spillway and <br /> downstream slope face should also be provided. <br />' (6) Bridge abutments and building foundations can consist of spread <br /> footings placed on the natural subsoils or contacted structural <br /> fill. Design recommendations for the respective structures are <br /> presented in the text. <br />' (7) Considerable site grading will be required to develop roadway <br /> sections, building pads an: railroad spur embanlanents. Selective <br /> cav <br />ti <br />d <br />t <br />- <br />it <br />tili <br />k <br />ili <br />f <br />il <br />h <br />ld b <br />d <br /> ex <br />a <br />on an <br />s <br />on <br />s <br />e so <br />oc <br />p <br />ng o <br />s s <br />ou <br />e u <br />ze <br />' for best material utilization. <br /> <br /> <br /> <br /> <br /> <br />r <br />