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Plans (435) �ILEGEND:_W /" NR: SANITARY SEWER Pacific 2I' 'I �� I '4 ' ' �1I I_ T SD STORM DRAIN Community — WATER LINE Design — _ .. — — __ - -,_ _ _ 12564 SW Main Street __- ' MANHOLE Tigard,OR 97223 - _ - - 3 _ [f]503-941-9484 3.00' TRACT M CATCH BASIN DATE: 618/2017 -____ -- e ALLEY M REVISIONS PUE, TYP. 5.00' `��— " 334.4 334.3 NO. DATE DESCRIPTION — �— STREET LIGHT — STRAW WATTLE PERIMETER —I;-I-t- -I r CD=CDC)---11 il LI I I I EROSION CONTROL 1111 - - - - - � GARAGE i l i i t l i am... FLOW DIRECTION ARROW ' t 5.00' t., 1 — — — — 5.00' i I I ' I I� — — — _ © STREET SECTION, SEE - __ ' CONSTRUCTION DOCUMENTS X -- MIN 1_a- 3� X 341 11 _-191 - _ __I SETBACK SUMMARY I i t -$ 347— 2,560 SF -_...B II Ii _ , i , - i- -- , - — FRONT SETBACK: 12' 1, '' \I 4i__ --343--- 10 I I -----_ I--p -t 1 193 ; 192 190 I i 189 SIDE SETBACK: 3' } BUILDING: t ` ` 12; : 40D i 1 �i STREET SIDE SETBACK: 8' 1 1 1 , FRONT PORCH SETBACK: 8' UFF=345.0 1 I REAR SETBACK: 3' j 1 ° ' 1 I F, GFF=334.8 11 1 O jj .. 1 — ,..� ( - 1 I wr E I ( Iii - i,'� i I �� I cNI I ' 6.00' I II 1 II PORCH. _ 1 I - -PUE, TYP. I Lo 0 0_ .1:1___=t.7._ I, co o s __.�_ _ 17.25'i I - LOT COVERAGE: RIVER — _ _— 14.00'x '� - - - - - >AI — — — — — 340.6 -_. __—- �` _ LOT AREA: 2,560 SF `1 — — '4 '___ ---- -\ TERRACE N 339.4 1 a A WATER METER I BUILDING FOOTPRINT: 1,247 SF EAST vialN , - m a_ _ -- iii COVERED PORCH: 51 SF a SANITARY LATERAL COVERED REAR PATIO: 0 SF 111.11"211111111.4111118/Fr Vr-1111114111111111.111111111,Mtark 1111111114 , o r co I - •AllSS ' SS , S5 S' II 11111114 S* 5S CANTILEVER LIVING SPACE: 0 SF o j LOT 191 v A ! DECK AREA: 0 SF o STORM LATERAL PLOT PLAN co Sb 5 (3S v (2) YELLOWWOOD/ CISTOTAL COVERAGE: 1,298 SF co CLADRASTIS KENTUCKIA_ �, _ �� SW FRIENDLY 50.7 % _ Tfi �� - _, IMPERVIOUS AREA: 1,143 SF a a E CDi 0 O POLYGON NORTHWEST (503) 221 -1920 CITY OF TIOARu a - Approved b PI nning PROJECT NO.: 395-041 CL 251 W6 TYPE: CONSTRUCTION Q v LOT 191 (R-25, SMALL) Date: 1/C 1 i SCALE REVIEWED BY: PRE RIVER TERRACE EAST Initials: ,O 20 16957 SW FRIENDLY LANE 1INCH=20 FEET 0 o -o v CO .Pt. 4N. o '0r= v_ m 0 0 `m O ° U) v �CD �oOO � = n Z riiO 0 : 2 .- Z CD-1 0 X G) Z 13 0 o' Z -a v 0 2. _ x, C m Cu M CO r o n 60'-01/2" 3 _. m , 6'-31/2" I 10'-01/? ( 2W-4 1/2" I 13'-r c m 3 0. _ Iv 0. Will, �' 1°. , ° o o,-., ° ea _ CJ1z ,m y DJ�1�2 I- J2 CJ2� �, AJ�On DJ3�4 �� ., CJ3__ cEi' 0)ID CD p ‘iimnivil' o A1 kk � Ec. momm� mo 0<zxcz �rmO comcno �z /WL ` :J5 �2L `2)Q mzz-n*0-0-o com°-- mr _ -w -zzor-mMm°mz A x>rnoco-T.xom K> ��- 2. C4 o�mmm? acZo . / J4 � J.' i' cAxi _<A, °x,,DmD,. J3 J3 ,S2 A CJ3 Sr • so ,orn��,°aozmz��DA� AJ m r0 12 CJ2 C' 2; •, rv!, yr 1 I 8 e o CIP ' • E e e K E c " Niv Xi 2'-31 �. 10'-01/2" 29'-41/? L 13'-8' i. sz. C a a 60'-01/? N t� N Y, SHOP DRAWING SUBMITTAL REVIEW El CONFORMS TO DESIGN CONCEPT oThi review is for general conformance with plans and specifications only. ❑ CONFORMS TO DESIGN CONCEPT WITH E Approvals are subject to contractor's performance within the confines of the REVISIONS NOTED cE contract documents. Review of dimensions will not serve to relieve the contractor ❑ NON-CONFORMING–REVISE&RESUBMIT co of contractual responsibility for any deviation from the contract requirements. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE A 3 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Q c _X_Approved as noted Note markings FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Z i DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. Field measurements or templates Not approved- revise and �Q Li:1r N — By Alexia Date 3/3/17 Z required prior to fabrication resubmit MILBRANDT ARCHITECTS 3 VISTA STRUCTURAL ENGINEERING,LLC www.vistastructural.com By:Dennis Heier Date:March 2,2017