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Attachment D - GEO RPT_City of Sunny Isles BLDG Dept Relocation_S&S UPLOADED
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(25-01-01) City Annex Building Construction Renovations
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INVITATION TO BID 25-01-01 CITY ANNEX BUILDING CONSTRUCTION RENOVATIONS
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Attachment D - GEO RPT_City of Sunny Isles BLDG Dept Relocation_S&S UPLOADED
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Last modified
2/20/2025 9:23:23 AM
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2/20/2025 9:23:16 AM
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CityClerk-Bids_RFP_RFQ
Project Name
City Annex Building Construction Renovations
Bid No. (xx-xx-xx)
25-01-01
Project Type (Bid, RFP, RFQ)
Bid
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City of Sunny Isles Building Department Relocation Geotechnical Exploration Report <br />Sunny Isles Beach, FL March 29, 2024 <br />UES Project No.: 0630.2400024.0000 Page 9 of 9 <br /> <br /> <br />modified or verified in writing by UES. Lastly, in accepting this report, the client understands <br />that the data obtained from the soil borings is intended for foundation analysis only and is <br />not to be used for excavating or backfilling pricing estimates. <br /> <br />The analysis and recommendations submitted in this report are based on the data obtained <br />from the tests performed at the location indicated on the attached figure. This report does not <br />reflect any variations, which may occur between borings. While the borings are <br />representative of the subsurface conditions at their respective locations and for their vertical <br />reaches, local variations characteristic of the subsurface soils of the region are anticipated <br />and may be encountered. The delineation between soil types shown on the soil logs is <br />approximate and the description represents UES’s interpretation of the subsurface conditions <br />at the designated boring locations on the particular date drilled. <br /> <br />UES should be provided the opportunity to review the final foundation specifications and <br />foundation design drawings, in order to determine whether UES’s recommendations have <br />been properly interpreted, communicated, and implemented. If UES is not afforded the <br />opportunity to participate in construction related aspects of foundation installation as <br />recommended in this report or any report addendum, UES will accept no responsibility for <br />the interpretation of UES's recommendations made in this report or on a report addendum <br />for foundation performance. <br /> <br />Any third-party reliance on UES’s geotechnical report or parts thereof is strictly prohibited <br />without the expressed written consent of UES. <br /> <br />The SPT methodology (ASTM D-1586) used in performing UES’s borings and for <br />determining penetration resistance is specific to the sampling tools utilized and does <br />not reflect the ease or difficulty of advancing other tools, equipment, or materials. <br /> <br />The monitoring and inspection of construction procedures and the supervision of the <br />implementation of the recommendations given herein shall be made by UES. Otherwise, the <br />retained firm shall study this report, perform additional tests as they deem necessary, and <br />submit their own recommendations or assume full responsibility for the outlined <br />recommendations in their entirety. <br /> <br /> <br />
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