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A Portion of Section 30,Township 29 North, Range 5 East,W.M. J
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<br /> 1 „ d - Existing ___I 004369-790-008-00 I IMPERVIOUS AREA
<br /> SideWalk 1 I )' Proposed Duplex(west) 1,535 sf c°
<br /> • I I 1 , Proposed Duplex(east) 1,535 sf _ >>,
<br /> ,( Proposed Sidewalk 807 sf = Q
<br /> a { { I Existing ; , Iv
<br /> Proposed Driveway264 sf ° o g.
<br /> HBuilding I f p }
<br /> d . A I I I L--- Total 4,141 sf W 1-- ahco
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<br /> ' I-J I dib
<br /> r DPE Ex. 10'Easer>�j ent- i Existing )ir Imw 0 Q
<br /> Existing-Storm
<br /> v w ---w - °` - to be relocated 6"N 12 o Pi for Sewer/Sfbrm Shed \ ) co
<br /> Conn cfik3o i' S aTld- :rt.
<br /> �--w ---w --w ---w COE615
<br /> Storm to:xlstin•Sewer Main. '._ I I ( 1 I 6'Solid Woid
<br /> var _-- 1 -7-��---�s --- ss --- s --- ----12----I Fence I , I'
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<br /> Cleanou are-t• tre•2`I srde�- {- �( -- ' � i�` --ss _ ON
<br /> borm©rain. _ so , ss_ ;t -I ot`. - _ - sod• ,Over 100 ft. T41143
<br /> 1614) ` -- f 6"N-12 or HDPE -5 SI e e ac ar g _• I f Fi�1'� �_ 'il= (-COE615� - - - - — - - --- --- - 18'to ____rG a e ,I c 4o 2: 1 - ss ,I Building I / _,,,!-,,,),,,g
<br /> - ss _ - SOILS f
<br /> i @j , I ' a r Proposed I�ew I = 6 Pro osed Perf.Stubout , Drivewa 2b4 sf r Existing Sewer Service T'` p y Alderwood Urban Land Complex;Existing Connection/Infiltration (COE 305) i Hydrologic Soil Group B. —' /\'�Y
<br /> �, 1 to be removed '
<br /> • a 1 3/4" Water Trench Com act Fill Area to 95%Modified ;, Z
<br /> 4- I • I Service r I Proposed --10' -� Proposed - p r
<br /> i Duplex D f"� Proctor
<br /> I ® Duplex 1
<br /> p- w--i-- 1,-- = , ,.-- w---va,-535ifw--- w-- v --- v:, ; -- .w_-I 1,535sf y ,
<br /> fisting SideWalk I s Q Existing 3/4"J —(Connect Downspout r — I e o
<br /> Water Service - t Pe .Stubout n
<br /> a to be OE 31 )I , to be removed Proposed c nn ction (typ) ,( ,V ro
<br /> (COE312J • o iu rront - 32' Line Table �-d
<br /> i a Setback , SideWalk �'3 A o} ti , , ,
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<br /> { I I v� T—S Sides ❑ / I g o w«>
<br /> - _- ___ .� ___w ___w Gate - •• Line# Length Direction
<br /> -w, _ r I ce
<br /> - i 4 ���-c-<-c -V-5=s=-5--4--< -c L1 50.00 N00°39'53"W c)o o
<br /> \ I • ( 1 I 1 b'Solid Wood ')
<br /> .( � L2 119.88 N89° 19'29"E
<br /> 1 I I �P� sed 1"Water Fence l 1 1 q
<br /> I ' d ) r I •Serv1 e for Rear DZiple�x ,) J
<br /> I (00E 501) Existing ) L3 50.00 S00°39'57"E
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<br /> i ,, I -- Building w N
<br /> v I e 'Exis "ng r `- L4 119.88 S89° 19'27'W v) co
<br /> ° I N Sid Walk
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<br /> ° I , 1 004369-790-012-00 I Q , z°
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<br /> DRAINAGE & UTILITIES PLAN 0 20' _
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<br /> Scale: 1"=20' Cr) = E V)
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<br /> Random Fill Q P
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<br /> ' I !—I I—I 1=11 = = I co 0.6co
<br /> 6' —111=111— _ Filter fabric J Q LTJ
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<br /> i�o ol�o����I�o IU- 3 Q
<br /> 18" 6L-100000°:
<br /> Q�O�OQ� •�O o 00 O 6"Pert pipe 7 0 Z
<br /> b°o o.$ 0�,-�p0�a U m Q
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<br /> Oo �O� 1 Y"-%"Washed rock 15 pJo0 O\JO o a m
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<br /> 24" --1 m
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<br /> Trench Cross Section b
<br /> a rip
<br /> PERFORATED STUB-OUT CONNECTION N.N.
<br /> c‘i51 OB (OR INFILTRATION TRENCH) S E�
<br /> o SCALE:NTS adapted per 2016 SCDM Vol-III Fig 3.8 C3 or C4
<br /> 11x17
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