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9 • <br /> Site Plan k <br /> N <br /> • <br /> En= ln A <br /> � . 0 <br /> :'r' HA e. yy <br /> 1 y <br /> HA-2 '4P. ip <br /> ti 4. 1 E <br /> a i <br /> F, `ti r1 1 a aor <br /> 4,11,t4;- ': -. .4,7:A <br /> N.. \ ./ 1 • 1 •, ''',"';k, - <br /> • V , ill / if <br /> '' i . <br /> '''‘) le <br /> •. /- <br /> • <br /> Existing • /1 <br /> Residence s• /' <br /> #404. / 4,9,/' <br /> �• JQ` <br /> � / <br /> - ; J <br /> 4. / <br /> /N. � . �(J <br /> , <br /> . d /f A.// <br /> J � / 1 v// <br /> /' �4) <br /> rn <br /> \ c)/ <br /> .✓ <br /> 72 <br /> LEGEND <br /> TP-1 <br /> Property line _. Number and approximate 0 30 60 N <br /> I location of test pit V �: <br /> HA-1 N <br /> A A' Approximate location Number and approximate Scale: 1 inch= 30 feet <br /> t t of cross-section 1 location of hand auger <br /> Reference: Site Plan based on a plan dated May 21, 2021 titled"1311 Residence Retaining Wall and Driveway Project." <br /> Project Number nELson GEOTECNAICAL No. Date Revision By CK o <br /> 1295621 Tsang Slope Restoration lin ASSOCIATES, inc i 1C/18/21 Original DPN crc <br /> Site Plan <br /> - sFigure 2 WoodIn Office We„aene.One <br /> 17311.135th Ave.N_.A50C 105 PaWwa 51. <br /> Wbod mnle,WA 98072 11/erelcree,WA 98801 - <br /> wwx.ne'a.:nge<lecl.00m. (4251495-16 91 Fax 481.7510 (509;555.7655 i Far 665.7552 = <br />