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Plans (125) o OFFICE COPY ELEV {� ^ 250' 100,4_6'_ RAIN DRAIN AND OUTFALL ¢� `�- --11A-17:------ - ' PROTECTION ��.! I !r1 24ELEV 11111611111111:1' BUILDING OFFSET AND 4y ♦11 �.,:- IMPERMEABLE LINER AS 1.14 i�0 I +�` �' APPROVED BY BUILDING '.— 1r.y 1 I JURISDICTION O I I PERFORATED PIPE MANIFOLD ,�r� FOR LENGTH OFTY' / �.�'�1 �.I }_ - __ 4" MINIMUM. r F I I ! -STRUCTURAL WALL PER O , dS.K I ' 1I I A • .��.. A BUILDING JURISDICTION STORM DRAIN Te I .I VA 4'71... } r CONNECT WITH I - ++. ... J �'J 1 n.* ►.4 C 1 11 �N ::.. +a :,i APPROVED CURB T---1 --- h`Ir' I I I 1 JI r`\ ' 6"TYP. 3D"MIN. OVERFLOW TO CONVEYANCE . i �.J I.,_FACILITY WIDTH CO l-- 11 _ �}} C 7 1-'' 1 .11 I l` �Q' ....illogic d111� !''; 2" MIN FREEBOARD O�' I Il,t I �` :�\��/\�/� �Li �I' 6" MAX POND DEPTH .,'• v 00/ I "- --- II l'''j 2 ' \//O////\ IL 11=11 1 I[-11E` Y\ 41 '} i 1 56, ../ . \o\\i . =8=11= ;11=8=1' %/ n Cr' l I 11 i ..:11=11---11 1=11=11= S\ %1 1 II I `•,�` •�//\\j/\�j/\ =11=H= 11=11=1i \\ 18•' MIN GROWING MEDIUPV M .,, j 000\ I[ II II 1 II-II / 1'' T1`1 I 2S�p r/iii\i/� II II :11=11=11 pr I I v' �.•. .\//j/\//\ II II. II II II \\: 3" DEEP (3/4" - 1/4") CLEAN I% I I ( 1. /,;•• \�//�••r . ice• r .L�, •/ '. CRUSHED DRAIN ROCK (..._..D'. /� �:' �k'. I • <60, -�i`\/�\�\//�e 1 I . I f •_I�f, /�\//\\//\ 9" DEEP (1-1/2" - 3/4„) (C JI , ' I 1 I\ • -. 26<7' .�• \//\\//�\�/Q y i fj��l� CLEAN CRUSHED DRAIN ROCK — TREE PROJECTION I ' il- • T OVERFLOW TO CONVEYANCE•I I j �6+�+ ,-.A `.\�\\.kr•••••••\•••••••••1.�O.O\\\j\\./�\�/\\• WATER PROOF PVC BOOT AND J- _.''' }I-i\-`j V' \\�/\W/• .,.•. \//\,�,/FOUNDATION DRAIN PER DESIGN., CLAMP OR APPROVED EQUAL ;' a I \\\ 000\\ ,.''I II ---- \\it\i�\//\�//\�//\�//\\i/\\i/\\G SECTION A-A 26 ///// ///// //• NOTES: O 5' II 8' \�\\�\ �00\. i I ////i-/\/✓i 1. PRIVATE WATER QUALITY TREATMENT --+__ 2. 30'MIN WIDTH- FACILITY LENGTH TO BE CALCULATED ail /i_-`` I 7 LOT' BASED ON INCOMING FLOWS. ELEV i ;'EL�Y,� ,'� I 11 i �/O 3. VEGETATION: SEE PLANT UST IN UDA HANDBOOK. 0 �• 5 I ___---------14___L____ BOX SIZE(SP.) 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. `°� •-=•L'•Off'- •-y I�- 27� •OF pLANTb 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM UNEAR ” ' 1 � 1SEPARATION. 1111 _ TYPE OF PLANTS 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. I _ i-I.--I 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH I II I - 274' SIZE OF PLANTS OF FACILITY IS BELOW BUILDING FOOTING. ; I ----VI-4- /4 FLOW THROUGH LIDA L' I 1I , - 276' PLANTER HANDBOOK `_� I I j DRAWING N0. 794 REVISED 03-16C'IeanWhbex $�VlCeS O ----r // --�I,I I---- 278' LOT AREA: 12,021 SO. FT ' I, II I SANITARY SEWER IMPERVIOUS AREA i „-------11-1---- 280' (BUILDER TO VERIFY DRIVEWAY 577 SQ.FT. I LOCATION) PATIO 220 SQ.FT. I-- ---- y_1 I CONC WALK 1 ///1--'- ----'------- ----------' 282' jl f BUILDING FOOTPRINT 2,640 SQ.F. O } j1 I I EROSION CONTROL TOTAL 3,462 SQ.FT. I ,,„--//!,-/,1;' %�;� ---- -- i� 1-�- 4--- FENCE / I j 284' IMPERVIOUS AREA FOR CALC. 3,462 DW.FT. • r I' _ / FLOW CALCULATIONS: 207.7 SQ.FT. / ' ! L.I.D.A.FLO-THROUGH }/ I' 1 �/ 471.! PLANTER FOR STORM , Y ;I % F--- 1„/1/1,: .r i j i 286' WATER MANAGMENT ,77 ,,:-///-% �// 1 ;_ I j MIN.SIZE(210 SQ.FT. J,("5!,-/ 1-i 1 I I I PROVIDED) O }, j1I I ,-p. / 1 — 4--1-:- Ii--- 288' I— //Wii1 a' 20' --1 >I ij U AI I ,I lioo O i I �\ 110 n' .CN IYn C 1 N I II_ r �j DECK 1 COVERED I l t 1 S ��S + S� / DECK SW O x i BUILDING 1 U J OUTLINE I I � I t{i 290' Wi _ I I� PROPOSED __F I j__ ( n —� TREE i l RESIDENCE III 292' �/ Q 1ARLINGTON-D la 294' �I PROJECTION ,--rt- I I j FRE 3015' Lit— •, � � r ��(- i Iii---- 296' 'c-'"'v -C f•S\OY\ ' -j,V k "\ 6r-\ m Cf) '1i IL 298' ! Ili if i ---rat--- 300' GARAGE I (I FLL > r i T.O.SLAB 3005 I I i V- =.- tiz ill! s g ag X ;C COVERED $ 4 p j!! PORCH \lit!i ! CITY OF TIGARD o .E. K.56 I5CO o1$i;1 w CONC ° Approved by Planning �iIds ,L- , _ ELEV sYg.s I; L_TAY}_ ,i300' Date: 5-3 —�� �>� $ � M ' m \� Initials SC � � . w Q 1 \0 $og � '"< p w co 1 .49, ^ i� g l� g I C9 ^ 1 •\ ELEV • 1 I c Z ` 300' yy,�� .., ik_IL. c %igill 11hi ,I I l ©COPYRIGHT 1996 q_0 ELM)* ;' ;' PRIVATE RECIPROCAL . Iiii!!: I. .1 99 39.98' 300' � ® L7f I (-1 •9N-\ i';f UTILITY AND ACCESS !!!I���!!! Il 11 EASEMENT TO LOTS 6&7 ii< / Z' ELEV 3011% 1/:,71/_=/-a-- ';43,7,/,/,i LEGAL DESCRIPTION oc' ,/' 'j LOT 7 - OAK WOODS ”,j SW LOCUST STREET �� G STORM DRAIN i; I TIGARD, OREGON i ;/I/' / N!-' a LOT AREA: 12,021 SQ. FT �� , 'I^=7^=7/-4-(-j CV,,-4-' 16865 BOONES FERRY ROAD f/1 . LLI;1 IMPERVIOUS AREA SUITE 201 0D �:j DRIVEWAY 577 SQ.FT LAKE OSWEGO,OR 97035 ylr•_ PATIO 220 SQ.FT ELEV/ 5 0O, I V CONC WALK 25 SQ.FT PLAN M I1I5I1D SIDEWALK 313 313' TOTAL 822 SQ.FT SHEET PLOT PLAN DESCRIP: SUNTEL HOME DESIGN,INC.IS NOT PLANTSTRP I BUILDING COVERAGE ARLINGTON D LIABLE FOR THE ACCURACY OF THE NAWE: TOPOGRAPHY INFORMATION. IT IS Ln>E of CURB BUILDING FOOTPRINT 1,516 SQ.FT DATE,05/201'I THEISOLE RESPONSIBILITYVERFYAL THE / �•E3IGGI BUILDER TO VERIFY ALL SITE WATER SERVICE CONDITIONS,INCLUDING ANY FILL sir PLACEOWNERS OF ANY PO NTON THE SITE, TIIAILI FIIE RM EFIELD SW LOCUST STREET A NORTHWEST DESIGN MODIFICATIONS. o . O L.L TA.-1 RIDGE O 1 17B' T/B' Q 0 �. I�. / OASE OvER]4A5 APA RATED O Q 11 sPEArHSG oven TRaBEs Asst ■1� Q .■RIRMI1R�M. PoDGE $ o TD.RIDGE .��,�i��,L��,�. ,J\2,� H. M D3'-018' 1 ,�,�■1��,�■11� Vp O ExFro&MRE OVER TrvEK , A■ ■,L �D �►,I����i���i����i��i�� J z Ch BUILDING WRAP 01RR 1A6'DEG /���'. ■, ,■■, �,� EFF-411422G. TTRANSMGN BOARo ,dirillillitil .i■��► " ���I ��I �INNE . O TA.TOP PLATE ��11.14. OIL 1\E 1 ' 1 b'-2 V4' 70.WRDOW RA. In I IM Mil — 5/4x4 WNDOW TRIM UV 5/Ix6 I - /A APRON.CEI AT STREET _ _ 6= _- PROVIDE ELa9NRG AT ALL V ELEVATION QLT ROOF r0 WALL TNG AT ALL CHE . J = tA,wDGE � —-- ' 113'-t 3/4' TA.EU:FLOOR — 7A.TOP PLATE / - -_. I_ TA.TOP PLATE �1 109'-1 Ire' / 695'-I VER tA.WRDCW RO. O 691'-101R' - ` U V^` tt ate,q ,� q� _ s,:, "44 GORIER"Afm,1YP. IX M:,Nfl.NX L-°81IR�Gp1Ov£R AP \ — — — Q LU OOvER 7 SWEAR-WOR EOUAL IG \ — L A T'"�' m R ,:i - COLOR/OYER(METALLED F'ER MANYZ 51=1t [fflIIIIH , O'ER 81 ROOI�OOD SVffan15G 0 Q _ Z J TD.MAMMA m d A'-101.0' FRONT ELEVATION SCALE:1/41-V-01 TA.RIDGE RECEIVED MIMI . 13 t�B��}��BB MAY 2 � 201$ u � E aT$H �G rn o �pj / OVER ONE LAYER B'ASF, Z V RATED V - ,.... BABE ING vER TRU ES WEANING OVER TRUSSES CITY 0 TIGARD " d F o aj H � I BUILDING DIVISION � � �. 'I N LL TJ TA.TOP FLATE � n � IIB'-Z V4' in N o u iA.WNDOW RA. a e [ y 1 _, 116'-9 IN _ 5/444 MGM WRBOIID(OPT, E' O TA.PoDGE Z. �W 16'-15/e• $ LL -. — 5/4x6 CONNER BOARD.TTP. o ~ 0 3 - ROOF TO WALL AT ALLIII W m ROOF i0 WALL EG AT AL Ns TA LOW-1 WFLcoR ❑ ® \ 110'-1OP \\ TA.TOP FLA1E \ \ 109'-I Vg' -\ rA.WNDOU RO. 101'-10 VZ' / W MALL MM% MEC CR EOIAL BLDG CRAP R7EE NMS HAVE�N MENEM FOR RE OVER 1/K'OSB&EARWIG C011.SIRICIIOH OF OPE BADNG CN.Y. UJAUIHOR®USE OR CCP/NG OF DE R.ANS,OR THE MORN ME DEPICT,NTQNGES GAMS UNDER THE COPYRGM ACT THAT NCLLOE PENALTIES OF IP TO$100.000 PER WOMWLA.LLY NRNGE),THESE RAFE HAVE BEEN WM9ARED TO MY RC B LDNG TD.BUBFLOOR CODES AND MAY REQUIRE ADAPTA710N TO LEFT SPECIFIC SIZE COMMONS AND LOCAL -� ' �,-0, &EDN A RE6UAIEFS RIS WE GbNTRACTOR3 SUE RESPONSBNY TO VERFY TA.DBL TOP PLT 4 CC'tRUCI N ECR ERRORS MD C6ENSIONS MD DETAILS PRIM T 107'-10 V1' PLEASE WE YCLR LICENSE AGREEMENT FOR FANNER FFOAMTpN NAME LOT 7 OAK WOODS DATE: 1/2077 LF.ff TA.SLAB r 98'-69 1/e' LEFT ELEVATION I SCALE:1/4-1'-0' ii ii5115 Cil ag 1515 Bb o 1 45 45 mb x MI6 >; ; m WI 1 ill r 1 1 / r ril \ -. 5 S ; d z 0 9 �b 1O `co. g,00 1.551."o a0 "fib a0 !.;5 mp E §kl 40S$ 9 § 8i _ I ,10 1 ___A '- i \\ i >>> T El - /4'_ , r 1z 1 ~ 1 i iii g 42 A h o t N I INIIIINHIPBIGGI CONSTRUCTION LOT 7 OAK WOODS g s i Suriti ARLINGTON D I".) g g111. . ❑ E S 1 6 N • 1 N E . F, b 1 8 16865 Boones Ferry Road,Suite 201,Lake Oswego,Oregon 97035 % °i go Tel:(503)6240555•Fax:(503)6240155 www s u n t e 1 ties i g n c o m PLAN NUMBER 111511D 3173 TOTAL SQUARE FEET l I ♦ J �l�Dcyre rel 3'4®' 34.3' 9'-0' b's' _ 218 21'-6' b._s• ..... 1 uw ieI r-rr._.. .....E=4::::_—_,77—L,r, ..1 =_ _—iiii i 1 a . � 1 g 0-, : T,,,0 � i: __ __ I 134 3 YX • O ■� III t1";-g,.. Ili CD 11 H,, mm: n �_ --min= Z SII iitiormilin __ oi __ WW 8 a.�_..., i. MU® i - ---1- 13/m be. wEN -I' '°q Imo. € T r� 40 IIID, 94 RBI ) ' 38' 14' 18 - h4' 8 1 1 6 GEO IP 11 2 w L [ 1 4. aII 111 N . qi '.. ___ II �y7 a r � ii fit g-HhULJL _$ It !!1t $-g 4'-Ve 15'-4' 3,67. 42._V 10-0, 1 CID , , Ng r . ,,, P primly Oh BIGGI CONSTRUCTION LOT 6 OAK WOODS , WN 4 �% 49 2 SLII11E! I AVERY ilThiAlli gi gg ❑ E 5 I G N 1 N C 3 16865 Boones Ferry Road,Suite 201,Lake Oswego,Oregon 97035 155 06 "' Tel:(503)624 0555•Fax:(503)6240155 www . sun [ ethomedesign . com PLAN NUMBER 52214C 2259 TOTAL SQUARE FEET i /a4),,,(clAk, 39,0' 14 / / / 3 0' / / / Z 4 / 5 8' / 4 8' / 14-4 / 10.0, / 1-] ,`- 1 SFl [ N 0 0 -� T' $-a '�o P b —� Q 9 _J • L--J 1 LI'. as p '‘-- - - 'i- fif \ , p•—- 5 p. 2'18' TY-4' _ 1.0“ e - - -0 —� N 4 -- .0r—z-,:,- P 6 __ 0_ �— 0 I --_ B'GG �_9'IXL a- \ 941! 3'-0' � II.4' 5'-8' I'-10'4,if I6'-4' - g \ a I ; • A - S® 1 , 2 J 0 _ 3/0 X- ______B,i ff 1RAN9 I. a o e, ) of F i i � 1 i 1 r r 1 i" m R,g i a 4 4. II In di e WNW @ - p-0' Il-0' I '? w 3R I OL_-J s ® 2 5 N- O • 41 . q 4Dli , I- a •• 1 11'-0' 6'•0' 5'•0' 6'-0' / r [5�^i] 4 7 b-0 -0/ / 10-0' Byy 39'-0• W 7 Y f e+ W P Pliiiiiirilip Oleh BIGGI CONSTRUCTION LOT 7 OAK WOODS 8 - 11 1006414 I ig Stiritl1 ARLINGTON D Izy O E S I 6 N • 1 N C b -§1'"§ Q 16865 Boones Ferry Road,Butte 201,Lake Oswego,Oregon 97035°g o �. ffff w w WeI:(503,)6n4055e5iFadx:e(50�3)62040155c o m PLAN NUMBER 111511D 3173 TOTAL SQUARE FEET Ir 26'-5' p 7 7 . , r 1 �`r - 10x.1/0 PRE-r: p SHOWEn Lam' •y . g yr 4. 6 os c 0 /y �_ al 5/0 5I-PA88 \ \ 2/e . _}=———--'W-''''""1 $ ` -5 ____ 5-b 5-I0 ,-0 66 L r��: -� \ o® s e O 0 GI 8 qpxa ,ID- N A_ .60 3'-a' 22'-9' / / / / / / 26-5' / 0.V C> 4 N 4 I W $ , o pg BIGGI CONSTRUCTION LOT 6 OAK WOODS plIpOjth il.th brM 20 Suntel AVERY C ❑ E S I G N • I N E 4, 6 �' Q 16865 Boones Ferry Road,Suite 201,Lake Oswego,Oregon 97035 s g Q< wwwsTu1-(503)e624055o mFax: e5d31e24015g n corn PLAN NUMBER 52214C 2259 TOTAL SQUARE FEET 4 w 0 w O ii_4•.144 11?511.,VI'll- _ _ _ 6 �bk18kQ'1$K=EC FTGS,• L----_I . TMP.W/,0844 POST BABE . 4'THICK COQ. NC •BLAB PER CONTRACTOR. 2'-b' 5'-4' 5'-4' 3' 3'-2' b'-4' 2'-2' / 9 y 8 >II 3,66gi. m 1'OL FA WAT I_- FLA1�FIB i0 3'-10k 7'-10k I'-0' 2663601 FLARE FR•TO 0314C.FTG.•/4S • -306.3065•W2 A6.0L-EA WAY __ __ _ RARE FTG TO ' ' (4).46 ER -- ---1 lil___ I L20}20.42. .L r--- __, .1 \ \ CITcs.\\s„.......... •• • .t. as===.=.• ,•••' ,_.- . • °.1 1111.:.1 .••''.' .' ' l'A_a 1•_:_i •At • -.i t- -- cA r © • r�r_r j ? 1 I FLARE XW TO J L 4. •j 802)3' Z > U • 0 1 • '8 U N 6'8187 WALL CN b'O• « • �-=J .is . . 40' SLAB 4V 6)6LAB REFERENCE-14 . ` Ct CONT-CONC.FTG UV(1) 1 . ' WIDP.(0PTJ OVER 6•MN.LUMPED I. 4'•OGNT.TTP.• -GRAVEL OVER 66%COMPACTED LU 3-STORY AREAS • RLL as WIDI8MiEED HAIL I' m n I: y Z S •f FS-6• 9_ 20 6' • F/ m 0 Z I �. .I 1-1/..4.2.45 • { ZQ MaNO FG L p. 12 U r 7 LJ -�_� • r m d .44,a .1 r' • m'-5• b' ,I \ / II ,II �, k,) .1u1 II Xr in 3-bk 3.-6k I'-0' 2-106 2'-106 1'-0'• 'I q / '\ b'. 1)0. .r----{-�-- CONC.FIG.,(NIS. 00Nc.FT&tu/4'6 d. ... 1 (V \S�IBI • .. 11'IONO FTG ; •1'OL.EA.WAr •6'OL.E4 EAT�'t -T • \ y Ir II II II II •I i1 II II Qi • • 1 -J r Q • E I .: b6o-YWK h -1-ill r-Jr- - NOT BACKFILL 1 I:. r 111 •III r MI II II I II II 1 + �, I• 4 ° V W 0 •P I r 7 V IL IL j/ __ll 14 L z= T• a ; • �7- - z e �NT all o a ';11 F- III II II II II r. \ PIE WALL T L aDI I • L". a o - r ; 0 A• f II ° 6 m iOwo Q RARE FTG TO 1� _ g N W IL ..I d_, H H e I °? cONCFiG zOk:O.Q• l� yF. I ;.I :I ..ILL--_IL IL-z_==_=4 . m moi- �_-_ i t� -_ _� iiii O m �r--- 0 M J L ,'," >___-. i- pJ �� • •41100 VENT, i CH LL E �2'-10x]'-10k 1'-O'CONC.FM 6 ` 7,;,YSkb a h D j 4'S•6'OG EA WAY 1-+,r/ FTG , L-}-4 a L \ _ _ 1 .� i 9'-1• 10'-i• /� c• 15'_3' I I•. a w 111111 71 26ARE 62662. / 'i Ire :''I �r - -- 4'-8' • 3'-0' 3'-0 1.•• K C 26wek5•uv 10'-0' m'-a' _ sZ' (4)46 FILL 'Iy - 0 .'6. 3'-b)3'-6k I'-0•CCNC.XG.W I .1 _ V - lid LL .. G • 4B•l'OZ.EA WAY- I• FTG O r C ~ W RARE FTG TO }}2 6.26612. 0 I' 26)36)5•W/ 1 r 4 .•r I/ (Y 4 H EW.'7 0 1366 P• CRAWL SPACE I�' OO . (4).46 EA y J -� ��__ I 1 (•-l- • FTG 6 CII VAPOR BARRER 17 In B'STEM WALL CN bka' W IA } ; ; ; - t DONT.DCVO FM W(L FOOTING LEGEND L,. rJ jIII Ll /fJ = 4Y tali-TTP.• 0 1_: 2-STORY AREAE m 6.STEM WALL al 5k6' 1 .•.I�__ ____ '.L. MOM �OSN - CONT.CONC.FIG 1/(2) I . i 'r 3'-105.3'-105.I'-0'CONC.FM W 4'•CONT,Al GARAGE I. I a. j O 4'S•6.OL.EA EAT 00_T 1 I En 0. :I I t 3'-25.3'-35.1'-0'Ca1C.Pia W J L ,. I 4 '.I ® 4'S•1'O.C.EAW47 POUR Ca1CRE10 STEM WALLS Al i I • L . f 3'-b5.3'-b5.l'-0•CONC.FTG W GARAGE CPENMG 10 MAX 6'-0' 1 L-- r © 4'8•T OL.EA WAY - _ I I INEIGW 1 FRIM TOP CF STEM WALL TO � -I la 'S-L f'I. •^ '.fir `7 • •) T T \ 9'-S5.9'-S5.I'-0'CQ1G PTCr.W 1 TOP RATE CF WALL ABOVE I 1 n.. RARE FIG TO_Ar__,.• A 4'9•l'OL.EA WAY 34SO4x5' 4'-05.4,05.I'-0'0810.FTG W LEESE RUNS HAVE SEEN 6.1310 FOR TIE ` M - -. ® 4'S•6'OG EA W4T CONSTRUCTION OF CIE%AANNC OFLY. Y .',I 1..r;• Rd1E FTG 1 O 4'-4)4'-46.I'-0'CONC.FTG W UNAUI110KM USE CR COPYNG CF THE • 26S06k4•W- 4'THICK v ® 4'S*1.0.C.FA WAT RAMS,OR RE DESEN TIE CEPC1,6PRNGFS DPS FS2014.2?431.F469EAR49 J .• I31.46 EA CONC SLAB © 4,65.4'-601-0'CONC.FTG.../ RIGHTS INDS?THE COPYRIGHT ACT THAT 1 CUTOUT FOR b/0 D' R I. 4'S•l'Or,EA UAW INCLUDE WILFULLY OF UP TO 1200000 PER \ \ �. L _ �! ® 4,06•4'-66 I60'CONC.FTG W WIXM'WILFULLY HERNGED.REE PLANS CONT.44(1 GCHQ FTG•FRONT 4'8•8'OL EA WAY HAVE ERN PREPARED TO LST NC SIILDeO OP GARAGE A(3)4 BARS /''ccoc r•LNC • 13)13)5•ILK ' © 4'-b6 4.-10.x1.-0.talc FTG W CODES AND MAY RECLRE ADAPTATION TO CONT-EXTEND ARCI D / CCNC X68,TTP.• �CONC FTGB,T R 4'S•1.00 EA WAY LEFT S AEG SITE COPDI7101.5 AM LOCH CORERS 10' - • -- " I'-4'rB'CONT.CONC.fOOTANG W(3)4'8 MDFIG REGILADONS.RIS THE I I I r- I © CONTIN10U6 CONTRA,ILA/a SUE REVONPEl11Y TO VEEP.' 1 I 1 ISI - - _� ALL DIENSION5 AND DETAIS PRICE TO BERM AND OMISSIONS rypTE. ._ _P 1� I'6'zl0'CONT.LONG FOOi6Y3 Y(3)4'S VERIFY HEK HT CF ALL 8187 WALL&PRIOR TO © 1-0 T0b'CONT.CONC,FOOTING W(2).43 �RICEON r� PLEASE RIF YOLK UCENE AGREEMENT FOR ' POURING.E UNSUPPORTED BACKFILL EXCEEDaCONTIRID118 RRD E/4PCIMARO14 4 X.N WEIGHT,ENGI-FETED 6ETANNG WALL IS -■v•� b'-3' 1-69 IR'/ 2' `y,-B. 0. REQUIRED.CONTACT 0FF10E FOR DETAILS 'FI ♦ • / 2m'-0 5-m / 11.-0. / REFER TO S SHEETS FOR SHEAR JOB / PANEL&ANCHOR BOLT SPACING """E INFORMATION DATE 04/2015 SOI a A FOUNDATION PLAN-SLAB BASEMENT 6 SCALE:1/4'-1'-0' (=I t> s..ir, ite1 1 �L IV 11 Z t • J� ! BL+6 II' ���9;; all e..- I' '<k 'o"` . — ��� Oi� r Jr. IdI �C 16 sII `e� I ;11 ' & � ¢g --- e II L_ L '' h I $' i 'i�- ( \'� n _ qr�7 Alb, r AN Sr1F, .6 ' 3 Win __ - L. � a Illik ' �N�c'_:• 74 10 _--46H-- �� a: �7 rr 1' v r ox JOIST l 1►W I‘' I. 4 �,.�\ V nl '�, � y `� � � V` a� III \v I `' , d 1'Y. \ \ \ — .L. . '\• peN.JOIST �\ \ \ F i 5 r t 7M BOOR JODTB O Y s 9 Y•ot. 1j_ 1 Nf i i 1 G] \t V Imb H m C '391 \ r] r 0 a 1 ga 2 \ n 41 IN /IlOh BIGGI CONSTRUCTION LOT 7 OAK WOODS \ g� 112 it g1 q i A §igggl6lg � SI tint e / ARLINGTON D rig Igil;g14i,kgi ❑ E 5 1 6 N 1 N C 16865 Boones Ferry Road,Suite 201,Lake Oswego,Oregon 97035 gra 01010 Tel:(503)624 0555.Fax:(503)624 0155 SS www _ u n t e , des , gin c o m PLAN NUMBER 111511D 3173 TOTAL SQUARE FEET • 1 1 r • =n ...,,,,,o.,„ 6 ___ • o 1 ...A? { a� yp 1 2 A Y Bv7O T `SEAS •Y. • < ' �i ,.„ �I ,n �� �T p+pO�p g 6x45 5M...... ' _g,.:,-, � .x\_•\;\•\_\_ .\\ T\ \\�� \��\ 1 l�\�l�~`_.� - –_-, 'S. \ IttUS oY° CO . V '�� �� mfr� � �� '\\- � - 2 diy - --;-.7—.,,,t, mumme \. __ --, OF'4x10 BE. ,..._r_ 6 Y , --- :. -- -s, i�i� _ , 'col LTo. €� R T :-57.‘ S e,Iir':1'1. Y� �5 '6'T 3 7:2E51 tFU • ' .‘....\•A 9 p 1 fl • L� Ei, hO 5 p h�S N _s y • N ,`i A. • � T A 'la, Y y / N*:. _ `N` NI i 0 =n V E I 1' P iiiigili€ Oth BIGGI CONSTRUCTION LOT 7 OAK WOODS g ° t?CO 1Uli 5unte1 ARLINGTON D ❑ E 5 1 5 N 1 N E .g 16865 Boones Ferry Road,Sidle 201,Lake Oswego,Oregon 97035 T1 � w w waI:(50u))Bn40555iFaax:e(50�3)6g40155 c m PLAN NUMBER 111511D 3173 TOTAL SQUARE FEET ELEV 250' _1_6_0,46' _ RAIN DRAIN AND OUTFALL _ PROTECTION /g __ �� ELEV W BUILDING OFFSET AND CIC) .4t + 249' VII_g! , IMPERMEABLE LINER AS r r� 1_, 111111- APPROVED BY BUILDING O ``.r/ � i , I JURISDICTION 011014 vz F j I I .• .• OM PERFORATED PIPE MANIFOLD �' �[ - FOR LENGTH OF FACILITY; 7 __ 1 SD' •*i .• 4" MINIMUM. 1,rr V 1 z I r 1 I 1• ' STRUCTURAL WALL PER O 'n - }- k�1 j I I , j A . -��.v*v+ A BUILDING JURISDICTION J `� - ---"L-- 1 Ips 1°1"' SSTORM DRAIN S I `� i L s J �I ,�- co) CONNECT WITH CI I Il I ;, "• _ -•w':'r. I I I ( (A ea APPROVED CURB cy.--- --- - i�`,�' �/ J i 1 \� i �� 6"TVP. 30"MIN. OVERFLOW TO CONVEYANCE I �, �...I r..._FACILITY WIDTH Li Cr? -i_____ ---', JI I A 2s�, I ilifll�!` F L 2" MIN FREEBOARD OISS'. O i' I II1,i I N.. /\\�/\\�/\ iAI ; ♦I/ 6., MAX POND DEPTH OP As 0 �'- IIr �` /\\//\\� II II- II II-1 18" MIN GROWING MEDIUM CI) 4�I,I 11 1 1 \ 2 p, , II 11- IlII = %i 3^ DEEP (3/4" _ 1/4") CLEAN `�,5 0\�\ II If II I II II �Oits 2 = I/ `LCRUSHED DRAIN ROCK 1`U 0' /\/\Q•+1 1 • •— • •_ •, //\Q\QiC\ 9„ DEEP (1-1/2» _ 3/4,.) 1 1_ _iI�I `i_ ` ` 262 CLEAN CRUSHED DRAIN ROCKTREE PROJECTION I,-' II l 6Q' O//O:\O//OOOjO�O//OOOj\\/O//O/\\. s\" OVERFLOW TO CONVEYANCE - \- 01 /I / li i I /\.//` O//\\//\//\\//\\//\\//\\//\//\\//\\//\\//\\�/\\//\\//\\//\//\�/ WATER PROOF PVC B00T AND CIDI 1 26 O// /\////\/\/\/\/\/\/\/\/\/\/\/\//\//I }I, 6' N/Q/) \j\� FOUNDATION DRAIN PER DESIGN CLAMP OR APPROVED EQUAL ; CI ',I - - Il ''- w--,- --,-, #w\\ SECTION A—A , 7/ ,,, „,/' 5' II I 268' /\/i\/i\/i\/i\�i��i\/i\/i��i NOTES: O \\\\\\\\ _ + , I /A/www.- NOTES://\// / 1. PRIVATE WATER QUALITY TREATMENT '� 2. 30'MIN WIDTH- FACIUTY LENGTH TO BE CALCULATED 5'I I1 i--- LWT. BASED ON INCOMING FLOWS. -l ELEV r / ELEy' 1 I 11 , I 27� 3. VEGETATION: SEE PLANT UST IN LIDA HANDBOOK. O vq I I BOX SIZE(Sr) 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. J Q6O' �5,CQO'' 271' �- 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM UNEAR _ °� •-r-•-..-•f•-�'--•-•i I ---_ 7 •OP PLANTS SEPARATION. '�' ' � Il I 1 272' • n-PE OF PLANTS 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS J I „-------04I 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH LJ j I II 1 _ SIZE OF PLANTS OF FACILITY IS BELOW BUILDING FOOTING. 0 j ; a-- II I 274 FLOW THROUGH LIDA I I I I 276 aeanWa6er Services I �' i I II , I PLANTER HANDBOOK I J I II i DRAWING NO. 794 REVISED 03-16 -'tl - 278' LOT AREA: 12,021 SQ. FT O .:‘\-„1-i ' i SANITARY SEWER IMPERVIOUS AREA 1' -- --1.,-In.,i - (BUILDER TO VERIFY DRIVEWAY 577 SQ,FT. 1 ' • ------ II , I 280' PATIO 220 SQ.FT. I LOCATION) L- ' I' ;',,,%;' I CONC WALK 25 SQ.FT. I N j a';';', II , 282' BUILDING FOOTPRINT 2,640 SQ.F O ., , ; A 1 EROSION CONTROL TOTAL 3A62 SQ,FT. 1 l/ -' X%'/1/ ' ' --- -------- y---1-r- -I--- FENCE ,I' / ; --- / 284' IMPERVIOUS AREA FOR CALC. 3,462 DW,FT. • r I // I 1 FLOW CALCULATIONS: 207.7 SQ.FT. . I L.I.D.A.FLO—THROUGH j r---� 11-1! PLANTER FOR STORM jj/ l % j - ,r ------- i+ I i--- 286' WATER MANAGMENT z I . I i MIN.SIZE(210 SQ.FT. O lf>I;' I,j� � I I II PROVIDED) 1— // ,/0:V)//1 Qi .` 4,-�' 'i i--- 288' ( 1 / i! 1// 20' =I I u jI -- V ii ) 1%i 1 \� !I O ,jI I\ II 0 ' iI I ,.1 Iic\1 I- 40' xI)N e I I 7 I COVERED , I O ,' DECK I DECK Ii— BULDING x I I OUTLINE I - - �II I I FII 290' r _ PROPOSED 292' �J TREE - i RESIDENCE MI PROJECTIONj t__ �To fl - I I T 294 o FFE 3015' Li-j---- 296' I m U) '7 /i i i j v--- 298' j;I/ Ea+ 300' z III GARAGE 1 I I o Zlgliii! :Ill jt- T.O.SLAB 300x• 1 I i Q ” t z [t j I j 6114* i gl g. 21 x I1� COVERED I .1 ''� as 4 9 11 �' PORCH ' I I ° ° % SIS § 0 1,15, r'�I aoOa $ Tl CONC CONC � ► � alb DRIVE CII .I app' 0141/01 4z� �� 4 � i j,11 r—' 7 q16111;1141 6$ 0 1 0' 1 �, � LU m 1� •'�° SII I1N , ^N \'\ ELEV j Q Z 300' ©COPYRIGHT 1996 c 11,11 1Uf'ITL EV ELEV )i,/:////// PRIVATE RECIPROCAL 'i.. II f!!! I DCfIf�299' 39'98 300' ,\9 % /', UTILITY AND ACCESS '�!jjIl!jl!''c� \ j j 1 ;\, EASEMENT TO LOTS 6&7 \/ ELEV 1' / I 301, 1/; j;;_f a-- LEGAL DESCRIPTION n, • / OPS 1';i >'i LOT 7 — OAK WOODS STORM DRAIN '') !/I°/ SW LOCUST STREET � 1 w i/ TIGARD, OREGON \ IMIIIIIIII7 N�'I,'' / , "i d c0 LOT AREA: 12,021 SQ. FT // . 1-j1,=7.'=-0,'-- N 16865 BOONES FERRY ROAD (/, /' w; r IMPERVIOUS AREA SUTE 201 EO DRIVEWAY 577 SQ.FT LAKE OSWEGO,OR 97035 ' �y _ PATIO 220 SQ.FT ELEV/ le CONC WALK 25 SQ.FT PLAN NR 1115111, SIDEWALK 313' 5,00 313' TOTAL 822 SQ.FT SHEET PLOT PLAN : SUNTEL HOME DESIGN,INC.IS NOT PUWrsiw DESCRIP 1 \ BUILDING COVERAGE Jam; ARLINGTON LIABLE FOR THE ACCURACY OF THE BUILDING FOOTPRINT 1,516 S.FT 05/201 1 TOPOGRAPHY INFORMATION. IT IS L�OF cull DATE: THE SOLE RESPONSIBILITY OF THE R,IBIGGI BUILDER TO VERIFY ALL SITE WATER SERVICE CONDITIONS,INCLUDING ANY FILL SHEET NR PLACED ON THE INFRM OWNERS OF ANY PO POTENTIAL FIELD SW LOCUST STREET A NORTHWEST DESIGN MODIFICATIONS,