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Geotechnical Engineering Report 11 May 25,2017 <br /> Central Everett CHC,Everett,Washington RGI Project No.2017-094 <br /> The asphalt paving materials used should conform to the Washington State Department <br /> of Transportation (WSDOT) specifications for Hot Mix Asphalt Class 1/2 inch and CRB <br /> surfacing. <br /> ➢ For concrete areas: 5 inches of concrete over 4 inches of CRB <br /> Long-term pavement performance will depend on surface drainage. A poorly-drained <br /> pavement section will be subject to premature failure as a result of surface water <br /> infiltrating into the subgrade soils and reducing their supporting capability. <br /> For optimum.pavement performance, surface drainage gradients of no less than two <br /> percent are recommended. Also, some degree of longitudinal and transverse cracking of <br /> the pavement surface should be expected over time. Regular maintenance should be <br /> planned to seal cracks when they occur. <br /> 6.0 Additional Services <br /> RGI is available to provide further geotechnical consultation throughout the design phase <br /> of the project. RGI should review the final design and specifications in order to verify that <br /> earthwork and foundation recommendations have been properly interpreted and <br /> incorporated into project design and construction. <br /> RGI is also available to provide geotechnical engineering and construction monitoring <br /> services during construction. The integrity of the earthwork and construction depends on <br /> proper site preparation and procedures. In addition, engineering decisions may arise in <br /> the field in the event that variations in subsurface conditions become apparent. <br /> Construction monitoring services are not part of this scope of work. If these services are <br /> desired, please let us know and we will prepare a proposal. <br /> 7.0 Limitations <br /> This GER is the property of RGI, Community Health Center of Snohomish County, and <br /> their designated agents. Within the limits of the scope and budget,this GER was prepared <br /> in accordance with generally accepted geotechnical engineering practices in the area at <br /> the time this report was issued. This GER is intended for specific application to the <br /> Proposed Central Everett CHC project at 4201 Rucker Avenue in Seattle, Washington, and <br /> for the exclusive use of Community Health Center of Snohomish County and its <br /> authorized representatives. No other warranty, expressed or implied, is made. Site safety, <br /> excavation support, and dewatering requirements are the responsibility of others. <br /> The scope of services for this project does not include either specifically or by implication <br /> any environmental or biological (for example, mold, fungi, bacteria) assessment of the <br /> site or identification or prevention of pollutants, hazardous materials, or conditions. If the <br /> 111 111 <br /> . . <br /> RILEYGROUP <br />