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AgdaPkt 2013-10-07 Closed and Regular
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AgdaPkt 2013-10-07 Closed and Regular
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Last modified
2/23/2015 5:12:48 PM
Creation date
10/3/2013 5:33:45 PM
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Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Joint
Agency Type
City Council and Successor Agency and Public Financing Authority
Date
10/7/2013
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� Valota Road 5-Lot Residential Develop�nent Decer$�B� - Page 137 <br /> � <br /> �� . <br /> 6. Special �nspectian o�grac�ing should be p�ovided as per Section 17�4.7 and Tab1e 1704.7 <br /> of the CBC; the soils special inspector should be under the direction of the Geotechnical <br /> Engineer. In our opinion, the following operations shou�d be subject �to continuous soils <br /> spec�al inspection: <br /> • Scarification and recompaction at bottom of overexcavated surfaces <br /> • Fill placement and compaction <br /> 7. In aur opinion, the �ollowing operatians may be subj ect to periodic geotechnical special <br /> inspection; subject fo approval by the Building Official: <br /> • Stripping and clearing of vegetation, r�ots ax�d deleterious materials <br /> - Overexcavation to the recorr�zxzended depth <br /> • Froposed innported znaterials <br /> • Troundatzon excavations <br /> • Compaction of driveway subgrade and aggregat� base <br /> • Utility trench backfili ca�npaction <br /> 8. Tt wiil be necessary to develop a pro�am of quality control prior to beginning grading. It <br /> is the responsibility of the owner, contractor, or pro�ect manager to determine any <br /> additional inspection itezns required by the archztectlengineer or the governing <br /> j urisdiction.. , <br /> 9. A preconstn�ction confErence between a representative of the owner, the Geotechnical <br /> Engineer, geotechnical special inspector, the architectlengineer, and contractars is <br /> recommended to discuss planned constr�zction proce�ures and quality control <br /> reql.iirements. Tkis fi�n shou�d be notified at least 48 hours prior to beginning grading <br /> operations. . <br /> 10. If Earth Systems Pacific is not retained to provide construction observatio� and testing <br /> services, it shali not be respon�ible for the interpretation of the information by others or <br /> any consequences arising there from. <br /> 7.0 CLOSURE <br /> This r�.port is valid far conditions as they exist at this tirne for the type of project described <br /> herein. Otar intent was to perform the investigation in a�xzanner consistent with the level of care <br /> and skill ordinarily exercised by naennbers af the profession currently practicing in the �ocality of <br /> this project at this time under similar conditions. No representation, warranty, or guarantee is <br /> i7 <br />
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