7100 HARDESON RD 2016-01-01 MF Import

Fisher 3 Sons, Inc. JN 97262 Auqust 19, 1997 Paye 9 recommendations where necessary. Unantiapeted soil conditlons are commonly encountered on conshuction sites and cannot be fully andapated by merely taking soil sam��es in test bo�ings. Subsurface condidons can also very belween exploration locations. Such unexpected conditiona frequently require making additional expenditures to attain a properly constructed project. It is recommended that the ovmer consider providing a contingency fund to accommodate such potenbat exVa costs and risks. This is a stendard recommendaGon for all projects. This report has been prepared for the exdusive use af Community Transit, Fisher 8 Sons, Inc. and their representaUves for specific apptication to this project and site. Our recommendations and conclusions are based on observed site materials, and selective laboratory testing and engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and dme constraints. No warranty is expressed or implied. The scope of our services does not inGude services related to construcHon safety precautlons, and our recommendatlons are not intended to direct the contractors methods, techniques, sequences, or procedures, ex�pt as specificaily described in our report for consideration in design. We recommend induding thfs report, in its entirety, in the project conVad documents so the conVador may be aware of our findings. ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultatlon, testing, and observation services during construction. This is to confirtn that subsurtace conditions are consistent with those indicated by our exploratlon, to evaluate whether earthwork and foundation construction activities comply with the generet intent of the recommendatlons presented in this report, and to provide suggesdons for design chanpes in the event subsurtace condi8ons differ from those anticipated prior to the start of construction. However, our work would not indude the supervision or dire�Kion of the adual work of the conVactor and its employees or agents. Also, job and site safety, and dimensional measurements, wiil be the responsibility of the conVactor. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3- 6 Test Boring Logs Plate 7 Footing Drain Detail OEO7ECN CONSULTAMS, INC.