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Plans (102)
LEGEND: Pacific nss— SANITARY SEWER Community SO-- STORM DRAIN Design —w WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN Z DATE: 7/13/2017 REVISIONS , NO. DATE DESCRIPTION —t,— STREET LIGHT --290--� I-291.0 9`` 9`I x`8.50' N 'N \ 300 - \ 1,01C4 ''tq '"'--,7,7_,,---------- STRAW WATTLE PERIMETER j \ \ 293.8N., TRACT UEROSION CONTROL .`-- \ 26.0' , — '0` _ � - ti, — ( 770 ■♦ FLOW DIRECTION ARROW r'' / 1 14.50 _.__ fj / _ _ 'J ___ STREET SECTION, SEE _[ =f — \ii 1 ' I! 7_..... 1 ` © CONSTRUCTION DOCUMENTS ligall 1 _' i F 5 i 3 r' l I I' /- / I I 1,859 SF �` I SETBACK SUMMARY li 6.92' l 1 ire ;` — 0`00' / ( _i i FRONT SETBACK: 12' 1i BUILDING: , l /, i SIDE SETBACK: 0' i'� I �� 4PLEX-E6A +� r j 11 i I 1 if f; STREET SIDE SETBACK: 8' �, ' "'• ; �t UFF=306.7 �,"• 6 I i 8 9 I I t FRONT GARAGE SETBACK: 20' I^ I/ GFF=295.8 I �R. f f' %�' i I I I 1 1 FRONT PORCH SETBACK: 8' E . ' /1 1 i `T I [ / / 1REAR SETBACK: 10' N 1 iIFRONT # ; /- a REAR COVERED DECK SETBACK: 5' I ' --GARAGE ,� r` j 1 " �t } �' r; a ❑ �❑ 1 Q.�___.._.._.i/ IJP4111 i . 1 1 I' ❑ ❑ j ❑I J I / l' LOT COVERAGE: /� 6 00' ' 15.00' 20.00'\ i 'f ;, \ RIVER \ t LOT AREA: 1 859 SF s — - - - -�� — — \; — — � - - - � —— — — TERRACE 26.0' i "k BUILDING FOOTPRINT: 697 SF �✓o cci \; ,y 292.2 \ i. 29Aiii5.0 \ , .\�A \ EAST k v` s,' V `� `t �. ....A....IL ..;� �, ' COVERED PORCH: 18 SF i ' l \ / ,'I COVERED REAR PATIO: 0 SF ' / / WATER METER %' '� / i — SS Ss ,/ �;`/ SS f j S$ _ I SS ss ss CANTILEVER LIVING SPACE: 20 SF 5 /` SANITARY LATERAL / DECK AREA: 92 SF PLOT PLAN I STORM LATERAL i / , `- bS - \ as \ a' \GS ll \ GS ' , CIS \ TOTAL COVERAGE: 827 SF \, �v �� \ SW 169TH AVENUE `, A h n 1 y 44.5 % ci r-` _ V = y- \ r IMPERVIOUS AREA. 1,140 SF 1 U v 0 C CITY OF TIGARD 2 POLYGON NORTHWEST (503) 221 -1920 Approved 1,Dy !Nanning Q PROJECT NO.: 395-041 a` TYPE: CONSTRUCTION 2S 1 W6 Date: // / SCALE REVIEWED BY: PRE U) LOT 5 (R-25, ROW HOME) Initials: 0 10 20 RIVER TERRACE EAST a 1 INCH=20 FEET 13335 SW 169TH AVENUE Mme- c-} `��L \'3'-33 5 S'� ) 1 V -'M \ i'.4'1.-.