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Pacific Ridge — DRH, LLC ES-7852.01 <br /> March 15, 2022 Page 14 <br /> Final pavement design recommendations, including recommendations for heavy traffic areas, <br /> access roads, and frontage improvement areas, can be provided once final traffic loading has <br /> been determined. Road standards utilized by the governing jurisdiction may supersede the <br /> recommendations provided in this report. The HMA, ATB, and CRIB materials should conform to <br /> WSDOT specifications. All soil base material should be compacted to a relative compaction of <br /> 95 percent, based on the laboratory maximum dry density as determined by ASTM D1557. <br /> LIMITATIONS <br /> This study has been prepared for the exclusive use of Pacific Ridge — DRH, LLC and its <br /> representatives. The recommendations and conclusions provided in this geotechnical <br /> engineering study are professional opinions consistent with the level of care and skill that is <br /> typical of other members in the profession currently practicing under similar conditions in this <br /> area. A warranty is not expressed or implied. Variations in the soil and groundwater conditions <br /> observed at the test locations may exist, and may not become evident until construction. ESNW <br /> should reevaluate the conclusions in this geotechnical engineering study if variations are <br /> encountered. <br /> Additional Services <br /> ESNW should have an opportunity to review the final design with respect to the geotechnical <br /> recommendations provided in this report. ESNW should also be retained to provide testing and <br /> consultation services during construction. <br /> Earth Solutions NW, LLC <br />