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s - g X — <br />RAILROAD SPUR <br />FORMER A, <br />DRAIN PIPE <br />SB-5 <br />A' <br />a -x -x -x <br />0 <br />CROSS- <br />SECTION <br />FOR <br />DRAIN PIPE <br />(See Plate 3) <br />SS-01 <br />SS-0 <br />SS 0 <br />SS 4 <br />kbths:IEN"R I mt3 I RAILROAD <br />SPUR <br /> <br />tt3 ( <br />I <br />KN\ • <br />grt <br />1\\ <br />APPROX. <br />LIMITS OF <br />EXCAVATION <br />3B-8 <br />SB-1 <br />S13-4 <br />MARKET STREET <br />Note: Legend: <br />Adapted from a CAD drawing provided 4 SB-01 Soil sample (approximate location) <br />by Siegfried Engineering, Inc., 4 SB-1 Soil boring (approximate location) <br />dated March 31, 2004. Approximate limit of excavation 0 25 <br />Scale in Feet <br />50 <br />\\ i <br />WALLACE • KUHL 8c ASSOCIATES, INC. <br />GEOTECHNICAL ENGINEERING <br />GEOLOGIC & ENVIRONMENTAL SERVICES <br />SITE PLAN <br />STOCKTON WORKNET <br />Stockton, California <br />WKA NO: 5909.03 <br />DATE: 2/05 <br />PLA Lb NO: 2a <br />J