Laserfiche WebLink
OLiTTION NO. 00-51 <br />ECEMBER 4, 2000 <br />PAGE 3 OF 6 <br />prepared to <br />rapidly as <br />procedures. <br />perform the evaluation and recovery work as <br />is consistent with acceptable scientific <br />k. Any material collected during the project will be donated <br />to a local institution, which has the proper facilities <br />for display and use, by interested parties. <br />1. Prior to the issuance of grading permits a geotechnical <br />report shall be prepared for the proposed project. The <br />report must address the potential for seismically induced <br />soil liquefaction and soil instability. <br />m. The grading and foundation plans, including foundation <br />loads, shall be reviewed by a registered Soils Engineer. <br />n. Prior to excavation of the project site, a soils test <br />will be conducted by a registered Soils Engineer to <br />• determine specific site constraints and appropriate <br />mitigation measures. <br />o. All grading and earthwork shall be performed under the <br />observation of a registered Geotechnical Engineer in <br />order to achieve proper subgrade preparation, selection <br />of satisfactory materials, and placement and compaction <br />of all structural fill. <br />p. The Soils Engineer shall be notified in the event that <br />subsurface conditions are exposed during construction <br />which are significantly different from those described in <br />the geotechnical investigation. <br />q. If necessary, site preparation or foundation work must be <br />completed to correct potential differential compaction <br />and expansive soil conditions, according to accepted <br />engineering standards. <br />r. A study considering the impact of dewatering on adjacent <br />areas will be submitted to the City Engineer if <br />dewatering is necessary to lower the water table for the <br />• office towers. The developer will apply for all <br />applicable permits to accomplish necessary dewatering. <br />