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Q A Portion of Section 30,Township 29 North. Range 5 East. W.M. <br /> P <br /> o , i' r,. Existing i 0043i1�&9-OQ6 DO <br /> E, Ia \ , . Building <br /> ��it" , -- - I <br /> � IMPERVIOUS AREA z , <br /> �� % Replaced House 1,090 sf ° <br /> N <br /> a _ Existing Driveway 1,036 sf N <br /> __-- <br /> Proposed Duplex(west) 1,535 sf < .v, <br /> Site Benchmark Proposed 1"Water 6'Solid Wood Proposed Duplex (east) 1,535 sf -a o <br /> E1 32 Service for Rear Duplex L2 Fence f Proposed Sidewalk 915 sf 1-�� <br /> �_�_ L_-_�__ Proposed Driveway 684 sf o <br /> 8'to Total 4,669 sf 00 Q <br /> Gate --t 5 Siae /__--Setback <br /> A Garage <br /> Existing <br /> s,/a+er 18'to AQUIFER RECHARGE/ <br /> :4.', <br /> :.' i Service- (� Building <br /> WELL HEAD PROTECTION <br /> ;1 _i -Proposed I I- - , r — Proposed <br /> SideWalk New I Low,Over 100 ft. <br /> 915 sf Concrete L 4=t L_iO <br /> + o :1 a• <br /> ci € ' Existino �) Proposed Proposed I J684 sf Existing • e <br /> SideWalk J Duplex Duplex Gravel SOILS ��s,= o <br /> 1,535 sf 1,535 sf 4i4 Driveway Alderwood Urban Land Complex; 3 <br /> Hydrologic#4 A Soil Group B. .J/i <br /> s r _ Compact Fill Area to 95%Modified a/ <br /> j 4 Existing ` Proctor <br /> + 10'Front Sewer 32 �� <br /> ` Setback Service N 0 0 <br /> I 1 �1 N <br /> ~ f Gate 1 v 5 Side PtKock i _ �^ V r -- )-1-32--_ Q N ro a <br /> + I , i Line Table <br /> ^ �"b L4 Existing �'�- o k) <br /> � �` �.. 6'Solid Wood -Proposed 6" G s - Gravel Line# Direction o d m o z <br /> y (Fence I Perforated' Exr5ting � ; Driveway LengthJ Y z a <br /> ? i Pipe Shed E ° o c._.)<'-> <br /> 1 i Existing I Ll 50' N00 39 38"W <br /> Y i _ -- Building Cone-t7'-Perforated Storm-; , ) <br /> Stub-Out to Combined Sewer :. L2 120' N89° 19' 29"E 3 <br /> r8( t3u9�89=010=DU- Grave t A c L3 50' S00°39' 45"E w <br /> I Driveway --- N <br /> L9 i Existing L4 120' S89° 19' 27"W > Q <br /> i <br /> Gravel Q 3 r <br /> ^ \ _ 2 Driveway = Z <br /> 1- \ <br /> t N N <br /> Z <br /> DRAINAGE & UTILITIES PLAN 0 20' Q <br /> 6 CI— <br /> Scale: 1"=20' r\ ° <br /> E <br /> co - W <br /> o _ <br /> a <br /> d <br /> < <br /> W <br /> co <br /> -Random Fill N' <br /> i , , 1 _, I , ,,, i _, <br /> a i !— I I- i t—Ili— _ X m a , A' <br /> < 6 - ( ---� i—� i Filter fabric a I c I P <br /> Lf • o Q <br /> w <br /> E <br /> Q <br /> 18 6'Pert pipe ! , % o m Ce <br /> Sidewalk ri U -d 0 <br /> Z to Road � m <br /> o /2 <br /> — 1 '-3/4'Washed rock I1 - Drainage '' o <br /> v <br /> System 0 <br /> 1 24" 6"Perforated Stub-Out- - ' _ _ -_ m <br /> 0 <br /> Trench Cross Section , <br /> r\ <br /> PERFORATED STUB-OUT CONNECTION SHEEP <br /> s `C� 1 O SCALE: NTS adapted per 2016 SCDM Vol-III Fig 3.8 C3 or C4 <br /> ,,x17 <br /> 0• <br /> N <br />