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-‹ A Portion of Section 30, Township 29 North. Range 5 East. W.M. - <br /> i Er,sting 004369-789-0060Ciili <br /> Buiiding <br /> OF <br /> WI <br /> IMPERVIOUS AREA <br /> - Z N <br /> >1 I Replaced House 1,090 sf 0 c°' <br /> � `� I� I, Existing Driveway 1,036 sf Z m N <br /> I, Proposed Duplex(west) 1,535 sf Q <br /> Site Benchm-a� 6'Solid Wood Proposed Duplex(east) 1,535 sf o <br /> -�L_ ,-Proposed 1"Water Proposed Sidewalk 915 sf "- <br /> �32 Fence P �- <br /> Service for Rear Duplex L2 r I c M <br /> Ems- Proposed Driveway 684 sf o <br /> / V Total 4,669 sf a <br /> ---- ( Gatei LI u 5 Siae setback <br /> ■ �� ► o <br /> 1 Garage <br /> 18'to <br /> AQUIFER RECHARGE/ <br /> WELL HEAD PROTECTION <br /> G1 Built ti <br /> ;► Proposed I Proposed-_, <br /> Q Sidewalk I New • � Low,Over 100 ft. ..\...4� T___3 <br /> 915 sf Concrete L ° <br /> r, <br /> 6845f -- 1; �° <br /> _CLI) '. _ �� Proposed Proposed . I J Existing SOILS <br /> _ o <br /> Duplex Duplex Gravel <br /> 1,535 sf 1,535 sf <br /> ',..4- :,- <br /> = Driveway Alderwood Urban Land Complex; --. .- , 3 <br /> Hydrologic Soil Group B. s j <br /> C s Compact Fill Area to 95%Modified /,. <br /> Exis Proctor <br /> I 10'Front $ew_• --32' <br /> Setback Sen'::` r '` <br /> ► , r 7 <br /> N- �� -x'32 eN� <br /> Gate 5 Side - +• - Line Table• ;; - • v <br /> --�_ r - Existing 1- a° , <br /> i L4 }L - - Gravel o ..; 11 <br /> 6'solid wood Proposed l' Line # Length Direction Q m m o Z <br /> Fence Perforated Exis inn Driveway J Y Z o <br /> r <br /> Pipe Shed r U 3 Li;7, <br /> Existing p i - i L1 SO' N00° 39' 38"W °0 o o ce <br /> 8U0a"'a Conne5TT"-Perforated Storm-' <br /> — _ _ Stub-Out to Combined Sewer f <br /> L2 120' N89° 19' 29"E- - <br /> rbCr'359 :;-;�0 L3 50' S00°39' 45"E w <br /> yj Gravel _ <br /> N S8 2 <br /> Existing vQ L4 120' S89° 19' 27"W 3 <br /> ! 4 % DrivewayL- <br /> 2 z <br /> :i. A N N <br /> DRAINAGE & UTILITIES PLAN 0 20' D ' <br /> I m ° 1- <br /> Scale: 1"=20' ° = <br /> `o <br /> E <br /> a <br /> M -X <br /> Random Fill N "V <br /> ► U a LJJJ <br /> C 5. <br /> a b' Filter fabric a a> I 1o c <br /> > Ea Z <br /> w L 0 0 0 — <br /> t _ Q <br /> 18" 06"Pert pipe i o m CY <br /> It Sidewalk <br /> U Q <br /> a N m <br /> to Road 0) <br /> a - ---1y,..-3/4"Washed rock — — . Drainage 1713, o <br /> System 0) cm <br /> -24" -- 6"Perforated Stub-Out- 5 m <br /> o LA <br /> J <br /> Trench Cross Section <br /> 51 OB N. <br /> PERFORATED STUB OUT CONNECTION (..-a--3- <br /> SHEET <br /> C4) <br /> SCALE:NTS adapted per 2016 SCDM Vol-III Fig 3.8 13n- <br /> i <br />