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Ralston Quarry Slope Stability <br /> subcontractor is ultimately responsible for managing the quality of his work; furthermore, <br /> testing by the geotechnical engineer does not preclude the contractor from obtaining or <br /> providing whatever services that he deems necessary to complete the project in <br /> accordance with applicable documents. <br /> Limitations This report has been prepared for Asphalt Paving Company as it pertains <br /> to design of improvements to the subject slope to enhance gross slope stability as <br /> described herein. It may not contain sufficient information for other parties or other <br /> purposes. <br /> In addition, GROUND has assumed that project construction will commence by Summer <br /> 2019. Any changes in project plans or schedule should be brought to the attention of a <br /> geotechnical engineer, in order that the geotechnical conclusions in this report may be <br /> re-evaluated and, as necessary, modified. <br /> The geotechnical conclusions in this report relied upon subsurface exploration at a <br /> limited number of exploration points, as shown in Figure 2, as well as the means and <br /> methods described herein. Subsurface conditions were interpolated between and <br /> extrapolated beyond these locations. It is not possible to guarantee the subsurface <br /> conditions are as indicated in this report. Actual conditions exposed during construction <br /> may differ from those encountered during site exploration. <br /> If during construction, surface, soil, bedrock, or groundwater conditions appear to be at <br /> variance with those described herein, a geotechnical engineer should be retained at <br /> once, so that re-evaluation of the conclusions for this site may be made in a timely <br /> manner. In addition, a contractor who obtains information from this report for <br /> development of his scope of work or cost estimates may find the geotechnical <br /> information in this report to be inadequate for his purposes or find the geotechnical <br /> conditions described herein to be at variance with his experience in the greater project <br /> area. The contractor is responsible for obtaining the additional geotechnical information <br /> that is necessary to develop his workscope and cost estimates with sufficient precision. <br /> This includes current depths to groundwater, etc. <br /> It is important that ALL aspects of this report, as well as the estimated performance (and <br /> limitations with any such estimations) of proposed improvements are understood by the <br /> Job No. 18-3046 GROUND Engineering Consultants, Inc. Page 30 <br />