Laserfiche WebLink
. Site Plan <br /> N <br /> 88 <br /> OLD aeuptoAr..o BUILONG WITHIN A <br /> a el' E>x 4 t C exult OP WAY <br /> 90'00 00'1s s 1 5 <br /> _ 1, .........................,,,.» <br /> Vs <br /> 1' PE \ jTOP OF <br /> , a <br /> t \ E s� <br /> -----7, : p o _ ,i P P 'P - -----1 P' \ P 5 1'-cs —t'9 <br /> t \ t <br /> 1, ! <br /> `•: 1INF-2 �r2 �. t <br /> TI? 1 t . 1 <br /> a , l i <br /> °, Joerr! Property ;. \ <br /> 0 0 <br /> /#0�0902 1 �' • 55MM', \ <br /> gip, 1 § a s <br /> ., /II <br /> r 1 � C ri •• OUT <br /> �--�� ce =.sv.i ouT I A► <br /> i 1 'S' ESOLi] TO <br /> 4 Rf.S509i7006! <br /> s VT1 f4•Cs^`S :7 .7 I/// III <br /> }- , C 7 OF evtetTT 1 INF-1 itl <br /> a. I �t7G061 >� 3 a I111 <br /> j,2 TP-2`\ 3i € <br /> b 37.5' A G w 37.' <br /> 4 : 7 0b ' <br /> 1TP0 OR# Ltd T!F. i / II'Ei <br /> to <br /> _ ., t` f <br /> Z1 <br /> ' iuthern F span % <br /> s Il ( <br /> 4 <br /> i <br /> 0 ,, <br /> at sr•:_ se <br /> ?.9 e 1 s'^ . P c <br /> �. LI WOOD FENCE 8' WOOD -j a P .,I q <br /> ; r 'b't 6' wch^oJJ ib'CP 1 <br /> i.f.7.m' H�'.D;E: •-• `j t <br /> 1 . . u <br /> LEGEND j <br /> INF-1 a <br /> c <br /> . ..... Property line _ii_ Number and approximate <br /> I location of infiltration test pit 0 30 60 u <br /> TP-1A <br /> ..01.15.` il <br /> AI Approximate location _ Number and approximatex <br /> '� I of cross-section I location of test pit Scale: finch= 30 feet s <br /> ., <br /> Reference: Site Plan based on a plan dated April 3, 2018 titled"Boundary/Topographic Survey for Elm Homes LLC.,"prepared by ASPI. I. <br /> LL <br /> Project Number NELSON GEOTECHNICAL No. Date Revision By CK n <br /> Zillah Street Residential ASSOCIATES, INC. <br /> 1040718 Development Infiltration 1 617/18 orig,nal DPN LS8 <br /> GEOTECHNICAL ENGINEERS & GEOLOGISTS z <br /> Site Plan Wcodmv818 of £na1 V./match.on <br /> Figure 2 1721+411,,AVJ M.AN/8 552E 481,1,22 LMt?!2 <br /> OM.AVM.WA^,iiC72 Eats WI.8,..vx.WA.h8 2 h <br /> .42.5i•168-180,,88r•8,2i10 r<8,8.88.88,828.0kah.nN, ,';'£ rks-,sx,r ass:us 2892 2 <br />