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202411010173 Document:COVENANTS Rec: $315.50 Page-9 of 13 <br /> Record Date:11/1/2024 11:30 AM Snohomish County,WA <br /> P591MY8 V Saba Type CaE Concentrated Flow 015pa Sion for Steep <br /> ®rra�ee���s <br /> NOT TO SCALE o �{ <br /> b <br /> O T <br /> J J 1 <br /> Locate drain 26 a, ( d <br /> from ROW if t�J sr <br /> 700 sq.R.max.between beans driveway slopesf t <br /> toward street_ ' li <br /> !T diagonal <br /> berms f <br /> Berm Detail driveway <br /> slope II <br /> crushed ---, / P9e <br /> i rock pad 7 10/ <br /> Plan <br /> dispersion J <br /> Steep Driveway with ptrench 2s tt } <br /> Diagonal Berms vegetated <br /> fiowpath <br /> i <br /> I ' <br /> t <br /> 1 rvf i <br /> Locate drain 25'from t o J <br /> i ! RaW if driveway l rn s <br /> if slopes toward street. to N <br /> 700 sq.ft.max.between drains t r r <br /> ..---- slotted - <br /> drains t <br /> Plan driveway t <br /> slope <br /> Steep Driveway with <br /> i Slotted Drains J <br /> crushed <br /> j rock pad ; <br /> t <br /> t dispersion 25 R vegetated"� ( �� <br /> 1 trench tlo�ypath } <br /> Typical Concentrated Flow Dispersion for <br /> DEPARTMENT OF Steep Driveways i <br /> ! ECOLOGY Revised May 2019 <br /> ' State of WashingWri <br /> 2019 Stormwater ManagQment Manual for Western Washington <br /> Volume V-Chapter -Page 691 <br />