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Plans (64) zi4 ST1.-,U 7—z Yl,� G clg 11/Gam, - ELEV 250' 160_4_6' RAIN DRAIN AND OUTFALL PROTECTION 9 BUILDING ILFF[iLITNI ANDyA.��J� Ei ']I��,:�:' IMPERMEAERAS I LI --1_-''" +�` %!' APPROVEDBUILDING '�f�i I 1 I JURISDICTIN7iI I i " ' PERFORA FMANIFOLD 2U�1 I S�' 4" MINIMU1 i-- ; I • STRUCTURLL PER C 1 t\,�.. ulAj , I A 4�► ABUILDINGCTION iv HI i L . 4,►`� J 6LIL�j{� DIVISION STORM DRAIN I u' ` i �I CONNECT WITH O• •.:-,,,:-. -..,,,,:::...T.,-!:7,:.•• APPROVED CURB c tT 1------ - 'ti ' I I I ( —6"" TYP 30"MIN. OVERFLOW TO CONVEYANCE l� i I 1 ! ` 2s2, I �FACILITY WIDTH I I _ ��+ I ' Y 111 0 OD 1----- - 11 � co _I-- I 11 I �`. 2si, '`1�� , }�/�I I��� _2" MIN FREEBOARD 0,' I I �II.� I `\�/\\�/`\�/`. / W i �' 6" MAX POND DEPTH - i//O// II 11= II IF- '% 'i I If`' I'`` 256' .,Oi/\\i�\i/ _ II II-11 I1111= •\ I 1 11 r-,,i, $\\//�j\\//`. II II tl i111 I 41-64=i II. 11 �\ 18" MIN GROWING MEDIUM ( I J' 4'+ 1 2s •.\\O//\\�/� II=11=1i=11 II 1111 i1 1 3Is, II Cl' 3" DEEP (3/4" - 1/4") CLEAN 1 11 4, \\\\\\\t 't\�'4%-,-, CRUSHED DRAIN ROCK ///////� r • ' i • •-i // .N' II i. 4",',\\/\. ! • •o • •'I /A/(.„/K\� 9” DEEP (1-1/2" - 3/4") '' I 11 I �`L,, 262, 1, ,e44.4\//\\O� _ • •jal-®� CLEAN CRUSHED DRAIN ROCK 4; I it 2 i\/i\//V. . , , •//\i,v>. i TREE PROJECTION 1, 11 L 65z, i/. \\ �p/i�\i///\\//p//\\/\\//\\//\\//\\�/\��/\\//p//\\i�\\��:\\ OVERFLOW To CONVEYANCE I II •i 2q /�\\f/O\ • `��\\i/\\i/Q/Q�\\i\\/\\/\\/\\/\\i\\/\\/\\/\\i/\\//\\- WATER PROOF PVC BOOT AND CO I _Eli V6' \�i\\/� \\�\� FOUNDATION DRAIN PER DESIGN. CLAMP OR APPROVED EQUAL /^� d 1- Ii)--t 4i\\i\iii>i/\\i\\i�\�\ SECTION A-A \I ''! 5' 11 I 268' /N /\/ W/ /\\//\\/i\\//\\//\\//\\Q\\//\!/ NOTES: O I I_' I ✓/ /\//✓// 1. PRIVATE WATER QUA UTY TREATMENT ;' II I--'L---_ 2. 30'IMN WIDTH-FACIUTY LENGTH TO BE CALCULATED ' BASED ON INCOMING FLOWS. ELEV , ' I II I 27Q' 3. VEGETATION: SEE PLANT UST IN UDA HANDBOOK. I BOX SIZE(SF.) 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. 60' 5,00' r -----------11-Li '� . I__,- II i I__-- 272' • 1r PLANTg s SEPARATION.RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM UNEAR Y I -_II_I OF 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. r I al rams PLANTS 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH j ( II SIZE OP PLANTS OF FACIUTY IS BELOW BUILDING FOOTING. i ; '';- ,_u_� j 274' FLOW THROUGH LIDA i% ,' i I II , I -- 276' PLANTER HANDBOOK Q j ' I 11 i DRAWING NO. 794 REVISED 03-16 'N"' -- 278' LOT AREA: 12,021 SQ. FT 1 i;' I � ji_I, i SANITARY SEWER IMPERVIOUS AREA i I' -',- III (BUILDER TO VERIFY DRIVEWAY 577 SQ.FT. 11 , i 280' LOCATION) PATIO 220 SQ.FT. I--- -- „,, -- h_� 1 CONC WALK 25 SQ.FT. - II , ----- 282' BUILDING FOOTPRINT 1,516 SQ.FT. 11 I j EROSION CONTROL TOTAL 2,338 SQ.FT. 1 II---/j//1/ ,1// --- i-r- -II-' __-_ 284' FENCE FLOW CALCULATIONS: 140.28 SQ.FT. 'I' 1 L/ I ' i LIRA FLO-THROUGH • / �' i /� /// 1 I PLANTER FOR STORM j I; i/, / I i---- 286' WATER MANAGMENT A i; i' ;'/ ” - ------ I i MIN.SIZE O "� .L y1!/1 �[i-a- --- 288' J" I ' Vli k' 20' i'1 j 1 Ij U 11 _- 1 \ 1 Iii •�!r. I\ Ii0 P' 0 5/ x' 40 :c 1 i•N I / 1 DECK I O BULDNG , I OUTLINE I1 �J I I I II tat 290' —1 � - 7 292' ((0 TREE ! ARLINGTON-0 ---I RESIDENCE 1 la---- 294' 0 0 PROJECTION ;It-- FFE Sots I I i T L 1j-- -- 296' m U) /c, i I;- L L--- 298' — 1 1 ij$ jai 300' ;XII >�, j1- T.GARAGE SLAB 3006' III ° Z i q1 III• +` 'Q4111i Z z a Q� ,I III a� , Lf 1,• covEgED I Ii CITY OF TIGA x- 1:,,.__ � _ e x i � ! Approved by Planning ~ 6 � CONC FrK WALK D ONC 1PORCH Date: o ( � >� • ELEV Eli ga 11-gig yi L_-. _,� • 300• Initials: 9 >s Z O _, 11:15-iir IrEll I VI \ ELEV i Q ~ 1 •\ 300 i Z § ( -5 i j j i ©COPYRIGHT 1996 .1._.��._. ._._. . _ , ,�� ii, f UI ITCL ELEV I PRIVATE RECIPROCAL 11. I I I s I. .; 39.98 jam\ UTILITY AND ACCESS I I I i!I!j i I ' L:) _./-161-1 :\ ` EASEMENT TO LOTS 6&7 \I ELEV �A�; a 3oYOIN ,- I,'i.- J "/ / A LEGAL DESCRIPTION c', • 'IF' LOT 7 – OAK WOODS STORM DRAIN ^-) t'-16 I SW LOCUST STREET11111111111111=M1111 IN TIGARD, OREGON illIMMEM11. IIISII i,' l' \7-....1111M1111111WIllinilliiiiimmillinv N!%;, j LOT AREA: 12,021 SQ. FT j'' 16865 BOONES FERRY ROAD ,', w,'j N IMPERVIOUS AREA SUITE 201 I; DRIVEWAY 577 SQ.FT LAKE OSWEGO,OP 97035 PATIO 220 SQ.FT �Y9' / ' Eby CONC WALK 25 SQ.FT PLAN NR: 111511D SIDEWALK 31,3' 5.00' 313' TOTAL 822 SQ.FT SF€T P SUNTEL HOME DESIGN,INC.IS NOT PLANT STRIP \ BUILDING COVERAGE DE�p.ARLLINGTOOTPLNAN D JOB LIABLE FOR THE ACCURACY OF THE BUILDING FOOTPRINT 1,516 SQ.FT NZ15/201 I TOPOGRAPHY INFORMATION. IT IS LK OF CURB DATE THE SOLE RESPONSIBILITY OF THE IEy;BIGGI BUILDER TO VERIFY ALL SITE WATER SERVICE CONDITIONS,INCLUDING ANY FILL O PLACED N OF THESITE, IPOT�IN FIELD SW LOCUST STREET A NORTHWEST DESIGN MODFICATIONS. • ELEV 160_46' RAIN DRAIN AND OUTFALL 17:7. '—'—'r1 B_� PROTECTION --------- 1 1 ' 249• IMIJI11,.... BUILDING OFFSET AND RECEIVED.l �I�, �-, IMPERMEABLE LINER AS l�Ar'�'^a" 1�1 �'`J_-�'""+�` �� APPROVED BY BUILDING j 1 I I J + JURISDICTION I I PERFORATED PIPE MANIFOLDj'i )(� 7 �q FOR LENGTH OF FACILITY; C_U�7' I v0' 4" MINIMUM. �'r' r� I I h I I A + .+,��� A STRUCTURAL WALL PER C T:414,F IGARD j BUILDING JURISDICTION �a 11iII ff/ DIVISION L- 11 I I a�C �� STORM DRAIN s 1 I L • �� J CONNECT WITH CI• 1 u •i, + . •*y APPROVE)CURB NT -1-`---- - -I'J ' :' III I ' 6" TY? 30"MIN. OVERFLOW TO CONVEYANCE i I ,1 I . 25', _I {. FACILITY WIDTH I ' _ �l'' I ' 0 I I 0 00 L_____ II C� 1"-'" 1 11 25 1 7,11,x``' _2" MIN FREEBOARD 1 1 11.1 I rOOQ1' ! f� r 6" MAX POND DEPTH 411 t I11 I—II—II- !I ,, 256, r\\//\G\ii`: 0 11= II 11=1 �/� '}% 1 11` .\ �\\//\\//.„., IIIL11�I�I III...„.._, ,. 18" MIN GROWING MEDIUM �/ • j" u.� 1 258 \\O/i\//\. li=11=11=11N 1:11=11=1 Il u :/\�/ i /// 3" DEEP (3/4" - 1/4") CLEAN I II I '! \\\ .. CRUSHED DRAIN ROCK i I;-- "tel_ I 260, r``/i��/i/i; !_.:.-.._.:4.1:.'. • •=I :/�\�I`��%,� 9" DEEP (1-1/2" - 3/4") I `I_ 26II /////�, r • • +�I��� CLEAN CRUSHED DRAIN ROCK " it'' ! 2 r\\//O//\\// •. s • 4,.1..��r\4,1 TREE PROJECTION 1,-- H-1i 6Q, //1< /\\\\//\\//\I/Q•r/\////\f4\\OQ//\�//�\\\\\``\I \ OVERFLOW TO CONVEYANCE :i., / II ' ! \�\��� � \\//\//Q//Q//\\//\/\//\\//\\//\\/� \\\\\ ���/ WATER PROOF PVC FOOT AND C�6 // //�////// //////✓/// CLAMP OR APPROVED EQUAL , I • �`II ( 6' \��� \'.'FOUNDATION DRAIN PER DESIGN. ;' 1 II' I \\i\\iii i ;h:':::. \\�\i�\ SECTION A—A /1„--- ; u I X68' i��i\/i\�i\!Ae,.../,!r\�/\!i NOTES O 5, ___II I //�/�/�/�/j�//�//�/ 1. PRIVATE WATER QUAUTY TREATMENT 2. 30'MIN WIDTH-FACIUTY LENGTH TO BE CALCULATED • ' %/ '� r - --- 2 LO'� BASED ON INCOMING FLOWS. ELEV ' , ' ,� I I I I 7o 3. VEGETATION: SEE PLANT UST IN UDA HANDBOOK. U I II BOX SIZE fSFJ 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. ' 6O' .00% 2' (_ • 5. RNN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM UNEAR _,-'-'- f-: '-, 1 �I ( 272, •of PLANTS TYPE SEPARATION. , Ai I " - 1 - --_JI I OF PLANTS 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. I I II I _ SIZE OF PLANTS 7. BUILDING IF puTYYIIS BELOW BUILDING NC..m MIEN DEPTH i ; ""-,1 -_u-t- j 274' FLOW THROUGH LIDA L' I III 1 --- 276' PLANTER HANDBOOKcleanwakt-i-services Q I // 'IS---J, II _ I DRAWING NO. 794 REVISED 03-16 0 • ' ' -"�"' ---- 278' LOT AREA: 12,021 SQ. FT 1 i jh! j SANITARY SEWER IMPERVIOUS AREA 1 I' �'' -II f - (BUDDER TO VERIFY DRIVEWAY 577 SQ.FT. , II , j - 280' LOCATION) PATIO 220 SQ.FT H— a, 1 CONC WALK 25 SQ.FT. I ,/,1' ,-------- ----- ii , -1--- 282' BUILDING FOOTPRINT 1,516 SQ.FT. U 11I EROSION CONTROL TOTAL 2,338 SQ.FT. I ----''''t:/ 'X;'/1;' ---------- -ji-I- 4----- 284 FENCE FLOW CALCULATIONS: 140.28 SQ.FT. I, ,1 // I .7/ ' i; ,,, %ice' / !I PLANTER FOR STORM / i� j/ ' 1 ,/ ' i�, —__// r'- I i---- 286' WATER MANAGMENT 7 ' li f/ T - - - 1 i i MIN,SIZE 0 161, 1 j ,���//����� 4-4L---- I I 11 -0.1'' ✓111!0 288' / 0j! 1, 2O• I IL- I ,--1 ) I I; U I; --____-- - 1 \st 1 1 1.i 60 r lip O iI 40 i l ii Cf N COVEREDN i / BUILDNG i O " OUTLINE 1 jI I I tai 290' (� I 1� RESIDENCE 1 292' Q TREE PROJECTION ,:if--- A-RLING-TORYfl �- a- 294' 0 FFE 3015• I 0 i i_ 1 L 11---- 296' CD C/) t ,i• I' M7 ' O Ili 298' if. — la-i---- 300' z t i I GARAGE II j i gO6 c g i 1 T.O.SLAB 3005 I j , � 1 / q x ''1 cow Il CITY OF TIGARD 1 xgls . 44 s L� COApproved Planning a n n i n Rli � CONC CONI 1 i I P P by v Igh $ 1�'o"I WALK DRIVE I O (Q 2-O w � I .I Date: / (1 — 4 §. I I, _ • ELEV 4 Q III IL__t1 gig -, 300 „ Initials: / 1) Ib Xz 412 �, gfliS IN \Y F d1F1EXXl� AGF iiiill i N N 1 \ ELEV • \ Z ©COPYRIGHT 1996Ail7II,iQ g 6 ! 1UF1TCL�__ ,� ii iI ' D ..X1C7f'139.98' 3p' inccEsu A Asji;; i, j 9\:\ %r'' EASEMENT TO LOTS 6&7 3Uf;" I,';I -:=j-- • - 7,/ LEGAL DESCRIPTION f I, j o� ,'�F' I LOT 7 — OAK WOODS 74°1 STORM DRAIN �' f', `, 't SW LOCUST STREET �� m 17 ! ,/,,,j TIGARD, OREGON a i I,% i% ,\;' ',d sl- LOT AREA: 12,021 SQ. FT -"11.111.7 r!•-/'I,-;'--M-`=j N 16865 BOONES FQRRY ROAD IMPERVIOUS AREA SUITE 201 1.,,'1',/ 63 R DRIVEWAY 577 ,' SQ.FT LAKE OSWEGO,OR 97035 PATIO 220 SQ.FT _ _.N..— ��/ CONC WALK 25 SQ.FT PLAN NR: 111511D SIDEWAIX 313' 5.00' 313' TOTAL 822 SQ.FT SHEET DEscRp, PLOT PLAN SUNTEL HOME DESIGN,INC.IS NOT PLANT STRP 1 BUILDING COVERAGE .JOB ARLINGTON D LIABLE FOR THE ACCURACY OF THE BUILDING FOOTPRINT 1,516 SQ.FT NAMAE 05/2011RLI TOPOGRAPHY INFORMATION. IT IS LPE aF CuRB DATE THE SOLE RESPONSIBLITY OF THE may;EIGGI BUILDER TO VERIFY ALL SITE WATER SERVICE CONDITIONS,INCLUDING ANY FILL SST.NR, — OP S ON TAANY ITE,PO AND IAN FIELD SW LOCUST STRE=T A NORTHWEST DESIGN MODIFICATIONS, ELEV 160_46' -74F-.----7-7-- •--', I ELEV 1 I' • 249' i 1 . 1 1IIj i 1\ ,II il, I U r 1 , I 250 ,�1 1, I,,, ,1 1, j j-- ---i ( -jjjj.j.. U I• „ ' I \I! I STORM DRAIN TO U 1 I it 1 'j., CONNECT WITH CITY �� � APPROVED CURB CUT I I I ' I n i I I i r 2s2 I ll,a 1 U OD ir --- --- 1 •u 1 ,y 2Si, C,, i L--- ----- ill\ ;. 256, 0 4 j,'' 1 1r r ii �' i+,t`' �,„ ` 258, CITY OF TIGARD A" 1 °A 260 Approved by Planning ((� j ` 11 1\ -i, 262' �J 4 11Tf - Date: S1�C1�1� F- 1:= 26g,• Initials: Uj TREE PROJECTION :,, I 1 i I i 266' fl j y-'' II i i i;'S, 11 � I 1 1 268 O , u 270, ELEV ,, '5.00',/ Q,' ELW4_ , •4. 5 O,' �'T I _,----------11-__jtli ._'—. .—. Y- '1 II 1--- 272' I II 1I 11 ) i , —'-- I, .-1---- 74' -u_}_ i u , 1---- 276' 8 I 0�? -.n ---- 278' " III I I I, I -1 j_� j SANITARY SEWER '-�-' ,' LOT -- (BUILDER TO VERIFY %I ,-a [`-1--_- 280' ii ' 1 LOCATION) I- 0 I /' -- --- -- ---- --f--- 282 11 . , n 1 j EROSION CONTROL -1 --------- --------------;�-r- ----_ 284' FENCE j, / ' ! LI.D.A FLO-THROUGH • $, ' ; /�-_--- I PLANTER FOR STORM 7 i ' I%' ' / :" __/, _______i_ I i---- 286' WATER MANAGMENT 7 Jnl, I,`/ _ter 1 ( 11 O /Of ' Y (r/� 1 1i 288' I-- 'it A'' U1 li U 1 •1\ Ii0 co �' O 1 I 1 1!cci —IC`J 5 40' xTisN (f) _ J 1 COVERED O mac I BLILDING U r I ' OUTLIVE ;j ! +{i 290' LEGAL DESCRIPTION ( n IU Al- RDENCE 1. PROPOSED - i 1 292' LOT 7 — OAK WOODS v U TREE PROJECTION j APtING-TON-D --I--ti 294' SW LOCUST STREET 0 U ' FRE 3015' Lit— 296' TIGARD, OREGON m C) a. ;Al , 1 •�i 298' I • 1�1 300' LOT AREA: 12,021 SQ. FT z ti 1 j GARAGE 1 1 1 IMPERVIOUS AREA > it• to.SLAB 300.5' I I i 2 ; z li jl l 1 i• DRIVEWAY 577 SQ.FT Q z , j1; 1 I i PATIO 220 SQ.FT ' '6 I'! Ili CONC WALK 25 SQ.FT 1l I��� I� TOTAL 822 SQ.FT 8>W4 w§684 s !'I b ORCH (�.-t! BUILDING COVERAGE P 6 N1 -- II- CONC CONC r,. BUILDING FOOTPRINT 1,516 SQ.FT 1111:11111111; hi !'I I WALK DRIVE r I- ELEV g. ,I _ ELEV 4 Q I 1r -- i 300' � z� o, IIii �L--10- Xs- 11 I 1 .2 c., ^N 1� '. ELEV I < z -_ -- -- _ N 300' ©COPYRIGHT 1996 0 ,' XUI'ITCL ' itu 39.98' ' I PRIVATE RECIPROCAL f 1C fl1 I� 7 UTILITY AND ACCESS '9Q,.,)1' ,A EASEMENT TO LOTS 6&7 ELEV ,-1 a \ 301', 1, �1;fi_>--'=a-- • STORM DRAIN �o Y G, i i% i i JIM /I A N I; d oO mill.•�� ;_( -- —, 16865 BOONES FERRY ROAD SUTE 201 r;I /7° ,I LAKE OSWEGO,OR 97035 SOMAS S ' 5,00' SNR DEp, PLOT PLAN SUNTEL HOME DESIGN,INC.IS NOT PLANT STRIP I \ JOB LIABLE FOR THE ACCURACY OF THE TOPOGRAPHY INFORMATION. IT IS UNE OF CURB i DATE W/2°1-1 THE SOLE RESPONSIBILITY OF THE REV:CLIENT BUILDER TO VERIFY ALL SITE WATER SERVICE CONDITIONS,INCLUDING ANY ALL SHEET NR: ' AND DoNERRSO gnYPOT T SW LOCUST STREET A NORTHWEST DESIGN MODIRCATIONS.