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Plans (211) ' +5 \--<\ LEGEND: ..o .- �� ss SANITARY SEWER Pacific I11----1-- 1_- �I!I I q� lin''' �._ �I' i�I �{} SD- _ D STORM DRAIN Community Design ' I- J �- 4 ' _ —w WATER LINE b �' �..,., ��--, ,� _ �� 12564 SW Main Street ® MANHOLE Tigard,OR 97223 -334- ,,',, ',) CATCH BASIN In 503-941-9484 t- DATE: 6/8/2017 :::- e---_____ 3.00' TRACT M `� PUE, TYP.` ALLEY M REVISIONS 333.7 -,., 5.00' 333.2 \ * STREET LIGHT NO. DATE DESCRIPTION - STRAW WATTLE PERIMETER EROSION CONTROL III F_ - - - k I - - - -� I � .- - \ �� FLOW DIRECTION ARROW I� I III I GARAGE I I Ii iI 5.00' I 0 1 5.00' , STREET SECTION, SEE I _- CONSTRUCTION DOCUMENTS 33 _ --_ _ !L-ii it___1, SETBACK SUMMARY I-_111 __ - 2,560 SF _ _ - 339 -� FRO- o _. I.. ... IMII MU _._. _ 1.._ __... X40-._�—__._. , i I __ r _ __ _ I -r 34t -_ _� SIDE SETBACK: 3' E 189 i I i 18 i o j o I 186 I I I 1 185 STREET SIDE SETBACK: 8' �? i I i I c BUILDING: I / I FRONT PORCH SETBACK: 8' LO iI i i I F=34 I i i I REAR SETBACK: 3' I !--- �- UFF=344.2 i / I / nw Lri I' I GFF=334.0 II I ' I I I G J CO I 6.00' -----s • w 4 °_I PUE, TYP. _ I�o PORCH o, �p - O I 1'o s w LOT COVERAGE: N _ — I_ - X17.00' _ _ - = RIVER - -13.00 - - diftio TERRACE 3 - - - - - - - - - - - - LOT AREA: 2,560 SF bo i 111 ►. –i --- a, r4 x32.0 i 1 BUILDING FOOTPRINT: 1,270 SF 0 a EAST 341.6 .i N 341.3 N o I m _ Y� . 1 COVERED PORCH: 121 SF 1 10 o / I COVERED REAR PATIO: 0 SF 0. i r STORM LATERAL co WATER METER / .�' - o s ) 17 ss .s CANTILEVER LIVING SPACE: 0 SF LOT 187 (1) YELLOWWOOD/ SANITARY LATERAL ? ,, DECK AREA: 0 SF PLOT PLAN CLADRASTIS KENTUCKIA > - OS -------a-S-------- - €3-5- • i �I ~ SD SRS N e. i "` r TOTAL COVERAGE: 1,391 SF 6 P � ° '� ` W FRIENDLY LANE A :. �� 54.3 % „.., LLn IMPERVIOUS AREA: 1,143 SF „, ..1., /, EL- / U o Crn 4A1M<: 3 Approved t,. Planning 2 POLYGON NORTHWEST (503) 221 -1920 �j 7/'� PROJECT NO.: 395-041 O .)ate:r„��r (r! TYPE: CONSTRUCTION 2S1W6 ������ SCALE REVIEWED BY: PRE LOT 187 (R-25, SMALL) - 10 20 LO RIVER TERRACE EAST 1 INCH=20 FEET Z 16909 SW FRIENDLY LANE 0 0 v W rri Xi Q nm c c i O o a o0 03 r" y O 13 y Y/ y y 00 r0m O Z z 00 O Z -0O O Z v m o z om c o a m 6'-0' m 00 CM5'-0' 4'-0' 53'-0' 4'-0' a - 1,7 2 P m m m 6 1 , co co co m Q. ° zw ° J1 _ o g J2 a.n � n �— *--aD i/E / a — .� W N , 1 Fr C a o mom. m N IV I N cox 4E1 . zOpDmDz . 1 _ 7 O � z � Z2 I O zz nA .. pommmOr 1 , - \ IL• - 7-.rzG of 0.2,,,,,„ D, r sr pOpOr. rA rt, 8 a,is -. zG�,zzpFTnOmv4 D2 / i � / � mmWzC �� ► � -cOmOmADVD a OFrA �O -1,60c2 x i / ''' , // O cn cco �� / �� _ n i 1 i pe 11:1 1r D1 1 El B .1 Q C ■ 4'-0' _I 54'-0' 4'-0" 2 tin 6'-0' W W tin . SHOP DRAWING SUBMITIAL REVIEW OX CONFORMS TO DESIGN CONCEPT o This review is for general conformance with plans and specifications only. 0 CONFORMS TO DESIGN CONCEPT WITH co Approvals are subject to contractor's performance within the confines of the REVISIONS NOTED scontract documents. Review of dimensions will not serve to relieve the contractor El NON-CONFORMING–REVISE&RESUBMIT n of contractual responsibility for any deviation from the contract requirements. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE r1 9 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE O� _X Approved as noted Note markings FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN v• cri ..;,- 5 i Field measurements or templates _ Not approved-revise and DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. _ By Alexia Date 3/3/17 z required prior to fabrication resubmit M I L B R A N D T ARCHITECTS VISTA STRUCTURAL ENGINEERING,LLC www.vistast ructu ral.com By:Dennis Heier Date:March 2,2017 1 1