1001 E MARINE VIEW DR SITE WORK AND UTILITIES 2018-01-01 MF Import

JN 98313 Stef(en Jacobson Page 10 August 17. 1998 Ideally, structural fill that will be placed in wet weather should consist of a coarse, granuiar soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil encountered in the test pits is representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on consiruction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that ihe owner consider providing a contingency fund to accommodate such potentiai e:ctra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Steffen Ja�obson, and his representatives, for specific application to this project and site. Our recommendations and conciusions are based on observed site materials, and selective laboratory testing and engineering analyses. Our conclusions and recommendations are professional opinions o=rived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services doEs not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's me!hods, techniques. sequences, or proced�res, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be a�vare of our findings. ADDITIONAL SERVICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the intent of contract plans and specifications. and to provide recommendations for design changes in ?he event subsurface conditions differ from those anticipated prior to the start of construction. �iowever, our work would not include the supervision or direction of the actual v+ork of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The (ollow�ng plates are attached and complete tn;s report: arorrcn co�sui.r:��i<.i�c