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--_W................. EN G I NE EUITE <br /> 250 4TH AVE. S., SRING <br /> a- / 97/_ ,' / / <br /> - ""-'--- -- 200 <br /> EDMONDS.WASHINGTON 98020 <br /> DUTTON RESIDENCE . <br /> FAX <br /> PHONE(425)778-8500 <br /> 24y FAX(425)778-5536 <br /> GF, <br /> 2FOUNDATION STABILIZATION � <br /> 9 <br /> .,, <br /> ..,,,,s - <br /> 4735 G L E N HAVE N DR /° <br /> EVERETT, WA 98023 ��r. <br /> y <br /> \ ......._-t __... of WASB*TF <br /> / <br /> �� \ \\ 49TH PI. > <br /> .< \ _ <br /> •\ -A/5 i\ \ \`\\ 70NAL <br /> \ 1 1 . • 01/19/19 <br /> OWNER CONSULTANTS o� /- \ NTS *=PROJECT SITE <br /> KRLSTIE DUTTON STRUCTURAL ENGINEER CONTRACTOR GEOTECHNICAL ENGINEER J�A \�`-, \\ <br /> 42062ND AVE NW CG ENGINEERING NORTH CREEK CONTRACTORS NELSON GEOTECHNICAL ASSOCIATES \'`P _ \ \\ / / <br /> I SEATTLE,WA 98107 2504TH AVE S,SUITE 200 13110 NE 177TH PL STE 396 17311135TH AVE NE,A-500 C, / --__ \\\ \\ I / , / <br /> KRISTIEDUTTON@MSN.COM EDMONDS,WA 98020 WOODINVILLE,WA 98072 WOODINVILLE,WA 98072 _ S. • <br /> \ I / / / <br /> 425.778.8500 FAX 778.5536 425.518.4233 425.486.1669 EXIST WATER MAIN / _ `�,f; \• I / / / <br /> CONTACT: MIKE MAECHLER,PE,SE CONTACT:KRIS ZONES CONTACT:KATELYN BROWER .j /'_ \\' `\ 1 / / / <br /> `J�/ / / / / 7' <br /> ��� /\ EXIST CONC DRIVE \ \\ I / / / / / <br /> EXIST CONC PATH I , / / <br /> P / <br /> LEGAL DESCRIPTION v / '' <br /> ` EXIST UPPER I / , / / / <br /> GLENHAVEN PLAT OF BLK OOO D-0D-LOT 50 PLUS / , LEVELBALCONY i / / / i i Z <br /> EQ&UNDINT IN T0.S A&B / \�\\ \ \\ \\ 1 / / , , / ' / EL <br /> O H <br /> \\ \\ I 1 / / / / U <br /> ;� �\ • EXIST WOOD FENCE / / / / / i/ W s <br /> PARCEL NUMBER • <br /> \ •\ •\ I- ,\\ I li i / i i / // w <br /> 00456700005000 / \`\\ `' \ >i \ .tip;\'\ ('III i I l l / I / / ,, / QO1-I <br /> / \/• `\_ ti' I - I I I I I 1 I / / / / / p n <br /> / <br /> EXIST ELECTRICAL BOX \ \\\\ / \\ IL \I I I I I // l/ / / / / <br /> PROPERTY INFORMATION "� `;'' \ • <br /> II I VI\f 1 I I I I I / / / / / g <br /> TOTAL LOT AREA =12,197 SOFT <br /> EXIST STORM DRAIN / / \ �, \\ •� �� \\! I\I M.9� 1 1 I I / 1 I y / / / E <br /> EX BUILDING FOOTPRINT =2,176 SOFT ,' <br /> AREA TO CHANGE =NOT TO CHANGE // '/�' - ! "T I II 1 I I I I I I / I / / <br /> EXIST FIRE HYDRANT j;'' b:!"J � =�\\ �% `\\I _ \\\ 11 II �I1 1 1 I I I 1 I i jl / / DESIGN: NAL <br /> SCOPE OF WORK 7. `\ \\ EXIST HOUSE _- 1/„--/ <br /> I 11 11 1 1 I I I I I I I / / / DRAWN: JEG I <br /> STABNZE THE EXISTING CONCRETE FOUNDATION WFFH 2" / 4— -- \ I a' I 1 1 I. 1 I 1 1 I I I I I / / / <br /> / \ �" `I I 1 1 I I I I I I / / / / CHECK: MTM <br /> DIAMETER PIN PILES WHERE SETTLEMENT HAS OCCURED. l \ - 1 I / / <br /> / '� I\ I\ i i I II 11 1 II II 1 I I I / I / / // JOB NO: 19200.10 <br /> / // \ �\ I I I 1 I I I 1 I 1 / 1 I I / / / DATE: 07 19 19 <br /> NOTE: ' •`� \ I 1 I I I I\ I I I I I / / / / I I <br /> SITE PLAN HAS BEEN PREPARED BASED ON / \I ----/ I I I I I I \ I I I / I / I 1 / l / <br /> FIELD MEASUREMENTS&COUNTY RECORDS& , II I / I I 1 I I I 1 I I / / / / / / <br /> LS NOT ASURVEY,PROPERTY UNES ARE /' I I I / I / I / I / / / / <br /> APPROXIMATE.THE CONTRACTOR SHALL I\ i / / l I I l I l I / l / l / / l / / <br /> VERIFY AU.DIMENSIONS&UTILITY LOCATIONS., /� \ / / / / / / / / I / / l / / / / I <br /> • `O "� ✓ / / ,., / / // /" / i ,/ / .. / , , / , / / <br /> PROVED ��� / / / \ / / / , <br /> AP / <br /> / <br /> / <br /> Lr�NNIP}G & COMMUNITY r�,,. ;'='i „' ;'/' ;' <br /> DEVELOPMENT DEPT. _ / r ',1 %\ / <br /> %, SHADED AREA INDICATES \...I I. / :'� / / /i/ / , / / / / / / /, // / / // / // <br /> APPROXIMATE LOCATION TO /- / % , EXIST/DECK / /. / / , / / / / / , / / / / / <br /> /T ,\/ STABILIZE EXIST/F'FOUNDATION N NON /` >�: -./I /_:` / / / ,--// / / / / // / / / / / , / / / / <br /> / / / / CC <br /> / / / / / / / <br /> f 41 EXIST DECK\\\ N. i �/ /' /I`\ / // i/ // // / / // // l // / / / , z LL.1 CO <br /> r / /N ' / / /- / / / / / / / / I / / / / / / Li.l 1 C17 <br /> 1 / / /�` / r`" / // // / / / / / / / / / / Q Q Z <br /> 1 / / \/ -/ / l / /I a(/ /I / / / / l /l / 11 / // I-'U Z Q <br /> / / / / / / \,/ / / / / , / / / / ' / / / / / J I— <br /> / / / / / / / -Y/ / / / / / / / / ,j�/ / / $ / Z <br /> / / / / , ,' / /'INN:, / / , / / / ,� / I l ry / O W <br /> / / / /' /' �'� // /, / \/' / I/ // // /' // ,1 1 // / // I P`) ; H" <br /> / / / / / / / / , ' ,/ // // / , // // / / 0 W (/) <br /> / / / / / / / / / • / / • / / / / / , / <br /> / / / ; ; - - / <br /> •O <br /> SITE PLAN S0.1 <br /> SCALE: 1"=10,0" - PI 11 I a <br /> 10 0 5 10 23 <br />