2002-062 Ordinance - Laserfiche WebLink

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3.1.2 Design Investlgation and Report. The Design Investigation and Report shall include: () A site plan showing property lines, means of access to the site, proposed outline and location oE the building(s). () Information regarding existing structures which may be affected by the proposed construction. ( ) Other: (Specify) ARTICLE 4 SAM('LING AND TESTING 4.1 BENCHMARKS 4.1.1 Benchmarks shall be established as checked below: () Benchmark elevation, feet, located , shall be used as reference for ground elevations. ( X) The Geotechnical Engineer shall establish a benchmark at the site, record its location, and reference its elevation to: (X) National Veriical Geodetic Datum (NVGD) 1929; OR ( ) Official town datum; OR ( ) Other: (SpecifY) 4.2 BORINGS 4.2.1 The location and depth of the borings proposed by the Geotechnical Engineer shall be shown on a sketch accompanying the Geotechnical Engineer's proposal. If the Geotechnical Engineer finds it necessary to c:hange the location or depth of any of these proposed borings, the Architect shall be notified and a new location or depth shall be agreed upon between the Architect and the Geotechnical Engineer. 4.2.2 If unusual conditions are encountered, including bui not limited to unanticipated materials which cannot be penetrated by standard sampling equipment, the Geotechnical Engineer shall immediately consult with the Architect. 4.2.3 The Geotechnical Engineer shall advise the Architect as to any furiher exploration and testing required to obtain information that the Geotechnical Engineer requires for a professional interpretation of subsoil conditions at the building site and shall perform such additional work as authorized by the Owner after consultation with the Architect. The extent of exploration undertaken shall be consistent with the scope of the Project as indicated by the information given above and by any drawings attached hereto. 4.3 DRILLING AND SAMPLING METHODS 4.3.1 Unless otherwise stipulated, drilling and sampling will be performed in accordance with current applicable ASTM (American Society of Testing and Materials) standards and other standards, including, but not limited to ASTM standards D1586, D1587 and D2113. 4.3.2 The samples shall be preserved and field logs prepared either by a Geotechnical F'sngineer or by an experienced soils technician acting under the supervision of a Geotechnical Engineer. , . , 20006-5292. A - REQUEST FOR PROPOSAL - GEOTECHNICAL SERVICES?- 1993 EDITION - AIAO - WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. expiration as noted below. User pocument: 8602 geotechnical rfp.aia -- 4/26/2002. AIA License Number 1004232, which expires on 12/3112002. Electronic Format G602-1993 4