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Project No. D.3885-06 <br />Christ Our Savior Catholic Parish <br />1.2.2 Subsurface Investigations - A geotechnical engineering report for design purposes <br />was prepared by Geotechnical Solutions, Inc., Irvine, California. Any recommendations <br />made in the geotechnical report or subsequent reports are made part of these <br />specifications. These reports are available for review upon request to the Owner. <br />1.2.3 Observation and Testing - The Geotechnical Engineer's representative shall <br />observe the clearing and grubbing, excavation, filling and compacting operations and <br />shall take density tests in the fill mat€rial so that he can state his opinion as to whether or <br />not the fill was constructed in accordance with the specifications. All fill will be tested <br />shortly after its placement to ascertain that the required compaction is achieved. A <br />minimum of one density test will be made on each 500 cubic yards of fifl placed, with a <br />minimum of at least one test per every 2 feet of vertical height of fill. lf the surface is <br />disturbed, the density tests shall be made in the compacted materials below the disturbed <br />zone. When these tests indicate that the density or water content of any layer of fill or <br />portion thereof does not meet the specified density or water content, the particular layer or <br />portions thereof shall be reworked until the specified density and water content have been <br />obtained. <br />After the completion of grading, the Geotechnical Engineer will prepare a written opinion <br />of grading. Neither the testing performed by the Geotechnical Consultant nor his opinion <br />as to whether or not the fill was constructed in accordance with these Specifications shall <br />relieve the Contractor of his responsibility to construct the fills in accordance with the <br />Contract Documents. <br />58 <br />The Contractor shall provide a minimum notice of 48 hours to the Geotechnical <br />Engineer before beginning or restarting earthwork operations that will require the <br />presence of the Geotechnical Engineer or his representative on site. <br />I <br />T <br />I <br />I <br />T <br />t <br />T <br />I <br />T <br />t <br />T <br />T <br />I <br />t <br />t <br />t <br />I <br />I <br />T