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1 S 89'30'30.W 209.39' — <br /> ,; S S sS S S S S S, S S .—.— <br /> 52 4 90TH ST SW <br /> s <br /> i aft co <br /> 3 ,PROPOSED` PROPOSED <br /> tr / DRIVEWAY /DRIVEWAY OEV. FLOW <br /> I j i ARROWS (TYP.) <br /> j t <br /> \ 7 <br /> % ! ( > <br /> t I \ <br /> PROPOSED f y <br /> CONDO <br /> 1 22 UNIT 1 <br /> 4 \ <br /> ft a ( 4 J� ��h h �` <br /> 4 HF <br /> 1 '+ \( 1 . GRADE SWALE <br /> ALONG PROPERTY <br /> t f OA'P 1 LINE <br /> { P/l04 <br /> s `5'0, 11 II U �0 (TYP.)SEE DET. <br /> 5_0 <br /> PROPOSED <br /> i CONDO <br /> 1 ! J T7 <br /> I INSTALL YARD <br /> ,.., <br /> `16 i EX. FLOW <br /> l DRAM TO COLLECT 103i ,__, 1,r ARROW(TYf.) <br /> SURFACE RUNOFF ; `F,// <br /> j <br /> I <br /> ' , ,,,„ [ r PROPOSED j <br /> CONDO <br /> ,1 O.�Os U 4 INiT 4 tI GRADE SWALE <br /> �9tF0 �(TV') <br /> , /i/./i ,t ` SEE DET. <br /> k i i \... <br /> NN X v'ultimo. <br /> 1 <br /> s TRANSITION ZONE / <br /> 1025 / <br /> f> I <br /> I <br /> i f l <br /> I 1 <br /> i <br /> N <br /> FIG. 3 <br /> OMEGA DEVELOPED BASIN MAP <br /> ENGINEERING, INC. 90TH ST. SFRS <br /> „ e 2717 Rockefeller Ave. DATE JOB NO. SCALE SHEET <br /> Everett,WA 98201(o)425.387.3820 (f) 425.2591958 6/11/13 13-0605 1" = 40' 1 OF 1 <br />