Laserfiche WebLink
be prepare in accordance with <br />the recommendations <br />presented in the Site <br />Preparation Section of the <br />Geotechnical Investigation <br />Report prepared by T.E.L.A. <br />in April of 2003. Fill should <br />be spread in 6 to 8 inch lifts <br />and should be moisture <br />conditioned and compacted <br />in accordance with the <br />recommendations presented <br />in the Site Preparation <br />section. All undocumented <br />fill or disturbed soils within <br />the building areas should be <br />removed and compacted <br />under observation and testing <br />of a representative of <br />T.E.L.A. <br />The exposed subgrade and /or <br />During <br />Building/Planning <br />excavation bottom should be <br />Construction <br />Agency <br />observed and approved by a <br />representative of T.E.L.A. for <br />conformance with the intent <br />of the recommendations <br />presented in the geotechncial <br />report and prior to any further <br />processing or fill placement. <br />Onsite inorganic granular <br />During <br />Building/Planning <br />soils that are free of debris or <br />Construction <br />Agency <br />contamination are considered <br />suitable for placement as <br />compacted fill. A <br />representative of T.L.A. shall <br />provide guidance for <br />acceptability and placement <br />of on -site clay fill materials. <br />Observation and field tests <br />During <br />Building/Planning <br />shall be performed during <br />Construction <br />Agency <br />grading by a representative of <br />T.L.A. in order to assist the <br />contractor in obtaining the <br />0 <br />