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Plans (110) `(QST \-1- t \ q. c\1 L L�1 , LEGEND: -ss- SANITARY SEWER Pacific �_ w STORM DRAIN SD Community IDesign ' 1 I I — WATER LIN I I j I I I I 12564 SW Main Street J I I J L f f — I I— L MANHOLE Tigard,OR�_ _ - [T]503-941-9484 - _ - - - - ,,,_ CATCH BASIN ----- 3 T TE: 6/8/2017 REVISIONS 93.00' —` TRACT M NO. DATE DESCRIPTION - -- STREET LIGHT ALLEY M PUE, TYP. 334.1---\\ 5,00' 334.0 li- / �.., STRAW WATTLE PERIMETER 32.0' 7/ - --- - _ - - - - c),: c„,„,D EROSION CONTROL �� -I r- ` ~~~ ~ "~� — ,- 1 - 1 -� m* FLOW DIRECTION ARROW 1 I , I I LI — — — — , I - - - - - © STREET SECTION, SEE I I 1: GARAGE~"~~ �J." I i 'I CONSTRUCTION DOCUMENTS r 5.00' 1 r I 5.00' - - - - - 3351 I I 1 ,� 1 ~ - . ,.I- s. . - _-..- = 336 , 1 r r 1--� 33L _ ' , - SETBACK SUMMARY _ I f 338 1 - FRONT SETBACK: 12' +333 , -189-- I ... I t I 1 I i __-. -....._....._ ,. ....... I[ 3417 1 + -- I —l.. _.. ___ SIDE SETBACK: 3' _2,560 SF-- I I —___ - i 1 �3 X342 i -+ ■1 I I ------- STREET SIDE SETBACK: 8' 191 i I I i 190 ilk Ji BUILDING:- �� it 188„? i I 187 343 FRONT PORCH SETBACK: 8' i II ..,-- T F--- REAR SETBACK: 3' .0 1 _ I i 1 -f I 406 I II fr'. I 1 , 1 I U FF=344.6 I ` I N I l 1 l 1i GFF=334.4 it -'”' 11-1 i cr, 1II I 1) ii 1 ) I 7 - I 1 \ I I I LOT COVERAGE: 0 -11I ' 6.00' If I H Ik RIVER °� PUE, TYP. I,.- II ° PORCHta_a__, -- - '10 to o _o ni w Xi Q D O . C `m O ° rn a. --- coy i^— xi co O W Z y GI 03. r co o = Xm Z op z Is W O 73 oto 20 2 rn 0 67-7' z 8'-10" 1O'-81/2' 29'-41/2' 13'-8' o I t t o to E O n 3 _. m a m to a . 81 - , V tu CO 0 m / �, .. J1 n m m m c CD.. 2 '? J2 Si. to m .. A o. °z 2K ° w ° ® J3 N co N O -' \ ~ - 00 FY o . \ - B2(10) ^}{ _ v J4 II •• -es 0 P IN m 70 .. � J5 ( Gm mo 0 4� m • L7m _im A 414- A A l J ap z-zC°Gz z� m i1 0F,'rnm°g (%)mri , 3 OogzmzDNA�zm C --_ _ A p ,o_zm0_,mmn_,� iv °-ornommzxcoiioz°C 0 J2 z<-,zz°-„c°mo Ao)°moo",z-rmm 'f ���o�o mAt �oo , B1 z ��z co N° F11 4 20 ° I4'-01/2' • Ro galkillitl 410" I 14'- 1/2' ( I 29-41/2' 13'-8' d. 0. C I SHOP DRAWING SUBMITTAL REVIEW OX CONFORMS TO DESIGN CONCEPT w This review is for general conformance with plans and specifications only. n CONFORMS TO DESIGN CONCEPT WITH P Approvals are subject to contractor's performance within the confines of the REVISIONS NOTED ,. contract documents. Review of dimensions will not serve to relieve the contractor El NON-CONFORMING-REVISE&RESUBMIT 0 of contractual responsibility for any deviation from the contract requirements. n THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _x Approved as noted Nate markings FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WI DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. o _Field measurements or templates __Not approved revise and By Alexia Date 3/3/17 ^ 3 required prior to fabrication resubmit o El MILBRANDT ARCHITECTS O VISTA STRUCTURAL ENGINEERING,LLC �s+ `" www.vistastructural.com Z N By Dennis Heier Date: March 2,2017 o