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Plans 23 II , 154.48' GENERAL PROPERTY INFORMATION: , Existing Pnperty line Fence / 1291 ry StructuProperty:10475 SW PARK St.Tigard,OR 97223S'Accesso Tax ID:R2035045 I i, 9x18 arking Space ,5ANL' Z Jurisdiction:City of Tigard I + ; Lot Area:0.39 Acres/16,993 SF i f 4}- ARAEE'_.� ,I 360 SF 15'Base Zone Setback 1 . F- 3o' I IMPERVIOUS AREA NOTES: [ ._ ! * , 1 Demolish(E)Garage t. T 1588 DRIVEWAY '�---12'-0" l 15'-3'/2" I 20'-0" t I I 300 SF GARAGE I _ I 64 SF PORCH Stone Paver v/ �_ RECEIVED ( r Path DEMO 682 SF GARAGE FEB 2 4 2020 935 SF DRIVEWAY I I JI TY OF TIGARD TOTAL AREA TO BE MANAGED* I !'1 i • I t3UILDING DIVISION ---.--- 1,952 SF x 0.06(Sizing Factor for Vegetated Filter Strip) X EXISTING Required Facility Size=117 SF - Facility Proposed=130 SF Vegetated Filter Strip I r- a .} MAIN HOUSE 1' Nil? EQ.OS=Oi`) CA:4,3T62bL I 1079SF �' (N) DECK I OFFICE COPY Mt=erSvQ.ES R-FQ�ZQEo o , ' 232' v30"Above Grade �� �� � y �/ �•• 5�7��0 Wu v 1 :IZ I CWS FILE NO 2.G•aao5J.2 • • } ` . Approved f 8'-0„ ►I New Front Porch Clean Water Services I X Remove(E)Driveway FOR ENVIRONMENTAL ENVIRONMENTAL REVIEta I As Required I By 4! .— Date g'rsxcuo I + 5 0 I SPL ATTACHMENT A OF A. R22-0 / , I SSe I •?& LIDA 130 SF Vegetated Filter Strip I R - o Slope Min 0 5%(6%Max) 18"Thick Growing Medium \\\ Adjacent Private .M. 5'-0"Min Width Shared Driveway (--. ilk: .• Refer to[A6.3] X R S IDL A TI_-1 L (R1. 5) to�gi PROFEs,, �`' 11GINF£_+_. - - — - - - - CITY r x G 6 'Vet; TTT ' V11 1 V T'u � �� y4PEEPE2d Planning cc; Date: 4�y ye,. �1 �Site Plan, Proposed �� L�°�Scale 1/16i' _ 1 r Y Initials: — EXPIR s. 6/30/21 0' 8' Street Frontage / Existing Curb Cut J SW PARK STREET DRAWING TITLE: SCALE: r wa �i o DESIGNER: ENGINEER: GREEN - S W PARK REMODEL 1 /16" = 1 '-0ii �� „,.:,,,,, D ��� DATE: DRAWN BY: r Z DKDESIGN STUDIO KG CONSULTANTS,LLC. 10475 SW PARK STREET --- TIGARD, OR SITE PLAN 02/03/20 DWK Ao 5 ' , i V) 931 NW 20th Avenue,#42 5816SWGiIICrestCt. DISCLAIMER • 0,„ VERSION.Ihese Plan..arc nut+vwu r u.i, li i `,i IL i .iil,i 1.el li * ;i 1. 1 l, . 1.or PROPOSED PERMIT � w Portland,Oregon 97209 Portland,Oregon 97221 as.t�ncd in,cholc or in p i i ,I I i:. i I., . 11 ii d In n i.i ,nd \ 04/17 ?..A a 225-244-5900 503-896-7712 Ucsi nui-noi r.ponaiblt l.�r an , i,Ilhi II o. IhucioiL CL nuncior PERMIT# p dan ielwadekellerCgmail,c om kgconsultantsllc©gmail.com ""'>*Care 1L'l I.inspect all dimcn n i , > 1 .,,P12101t a on.no:(Ion. ,)/ Con raelor I.rc'.ponsibic Tor adai i i i.,io , I,:, I I I s.. .,,I,. I I... .-.,u d a,m ion bulding ni Icuccs. I I LI • t FLOW SPREADER, GRADE BOARD, OR TRENCH. TRENCH:12" CRUSHED ROCK OR GRAVEL CHECK DAM 2.5"-4.5"DIAM. SMOOTH NON—WOVEN GEOTEXTILE ROCK 2.5-3" DEEP AT 10' INTERVALS, SLOPES IN EXCESS OF HIGH DENSITY JUTE OR 5% COCONUT MATTING r 12' r _ \ P t' ti. \ l r , 1 1i i r {- n�, 4 , ` ' lr V \r, .ill I �' !Ifr ` A I1 �—"1 _1k, — � Ilr , t ,II \,j,' *A \yr 18" GROWING MEDIUM LAYER 4 ' —� 1�1111-Avp1� R i1-_i ✓✓V V�� V, . z T����L � 6-u I I�l� 1 /////\//\�/,./ fT Ty rT � - T — 1 C /\ \/\\,, /\�\ II I 'I IyII �II IF—• TI �1- 1. = j// // \�/\ . I�f��I T II� mil. 1 — �I i VA�A/AAV\/� A/v,/ �/AA \ T t T 1'J iF_L � I I f .—i r�i =J1 . v,:// /�//V//-// ./ / //�//�//V/ / V/�/V � I �tT i I L I JII mit=1A=' I N.AiAj/A///\A��VA/�Ai�AEjAAA�A/AA��AA��A���A��AA� �A//VAA/AA/A��A/�A��A7A/X'`,. �E�'v,",�,v ".1 11As / I PROFILE VIEW NOTES: 1. COLLECTION AND CONVEYANCE OF OVERFLOW FROM FILTER STRIP SHALL BE SPECIFIED ON PLANS TO APPROVED PUBLIC CONVEYANCE SYSTEM. 2. FACILITY SHALL BE A MINIMUM OF 5' WIDE, MEASURED IN THE DIRECTION OF FLOW. 3. ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY APPROVED, NATIVE GRASSES, WILDFLOWER BLENDS, rt„ D PROFfS�GROUND COVERS, OR ANY COMBINATION THEREOF. is, l1GINff qi, 4. A CONCRETE SPREADER, OR GRAVEL TRENCH MAY BE REQUIRED TO DISPERSE THE RUNOFF EVENLY 5 624P r" ACROSS THE FILTER STRIP TO PREVENT POINT OF DISCHARGE/CHANNELIZATION. THE TOP OF THE LEVEL SPREADER MUST BE HORIZONTAL AND AT AN APPROPRIATE HEIGHT TO PROVIDE SHEET FLOW DIRECTLY TO '.... THE SOIL WITHOUT SCOUR. LEVEL SPREADERS SHALL NOT HOLD A PERMANENT VOLUME OF RUNOFF. " 0 chit ,,, SPREADERS MAY BE CONCRETE PER CWS DETAIL #715. TRENCHES USED AS LEVEL SPREADERS CAN BE 4RY 1A lD,�. FILLED WITH WASHED CRUSHED ROCK, PEA GRAVEL OR SAND. Fy/NOc�V EXPIRES: 6/30/21 o/ o DESIGNER: ENGINEER: GREEN - SW PARK REMODEL DRAWING TITLE: SCALE: AS NOTED ,. ,— DATE: DRAWN BY: p wz DKDESIGN STUDIO KGCONSULTANTS,LLC. 10475 SW PARK STREET --- TIGARD OR FILTER DWK 6 , 3 y Z 02/03/20 j j . . _ DISCLAIMER STRIP VERSION: / rq 931 NW 20th Avenue,#42 5816 SW Gillcrest Cl. these Plan,:rnv are an instrument of service and the prop rtc o.' I mr,and nm,nor be duplicated.di d.:dtcred.or PERMIT � w Portland,Oregon 97209 Portland.Oregon 97221 as,an ci In„hole or in pint„ilhout the express wrmc,..,,r t Designer. Plans are concepiu I n a,tine and D ETA I L 1 8/1 8;..4 CI 225-244-5900 503-896-7712 Ikst uru r,not resp n.ible Orr any damages related to .e.n ,tall mtcbntr nt the Plans. Therd c n iraztor PERMIT# .. • o danielwadekeller@gmail.com kgconsultantsllc@gmail.com "'° t ,t "°`inmpcet all dfincnsmnn and details and n. I, a n+'any error.of om scions PRIOR r truetron. — C,uvtau0ri resp,ndble tut adapting plans to spenlic.t:. adulons.applicable codes,and common bud ln,puatces. \\\\\\