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HomeMy WebLinkAbout16100 SW 113th Avenue (2) smimiimist Ito 160 115 15TH A4 t Orf`SG1r OF 4 WOOD SPRING APTS . 17-U • ROI . R ; Circe ALcouni :int __..—. Adm i n I s t ra t.o r. rldg . Of f ii_ ia ?. Direc for of P.W., Libr1rian Planner Police Chief _� Recorder / 400 _ __- ---- _ _- -- fit_._____ _ •• 0_4 _ Please : • Type - draft ( ) Final ( ) Sign/Approve ____ Copy (# ) _ Distribute File Return to me Mail Read & Save Read & Toss _ See Me __, Take Appropriate Ac tion Per Your Reques t COMMENTS : __ _- 41174i _ - or • Ili Ili ' II ' I ' iii � I ' i1 � i1 � ' I � i � , Ili i s iii i i i i i i i i III i i i i i i i i i i i i i i i i i 1i i i i i ► i i i i i i i i i i i i i i � i i i i i i i i i i i i i i i i i i fi I I I I I II III III III III III III ISI I i Id 1 1 I � � � � I I III I I III ! I I I I I NOTE . I F THIS M ICROF I Ll►IE D 1 2i 4 5 6 7 eJ1 1 11 12 DRAWING IS LESS CLEAR THAN - THIS NOTICE IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z Z L Z Z S�Z Z Z I jZ I �a 8 G I �9 �9 f $ Z j ,. M DRAWING, IIII IIII IIII IIII IIII II.I IIII IIII ilii IIII 1111 IIII ILII IIII illilllil IIII IIII IIII IIII il,l ►III,►. NII IIII IIII IIII ILII it{, !!� �II� ��� Irn�llll IIII iIIIIIIII IIII IIII IIIIIIIII IIII IIII Illi III�IIIII �lill IIIIIIII IIIIIIIIiIIiIIII IIIIIIIIiIIi IIII illy 11111111111Eili; w FECEIVED JUL 1 LIE- 1978 NOTICE OF PUBLIC HEARING VACATION NO. 134 CITY OF TIGARD NOTICE IS HEREBY GIVEN THAT A public hearing will be hell in room 402 of the Washington County Administration Building , Hillsboro, Oregon , on Tuesday, August 15, 1978 , at 7 : 30 p.m. , before the County Commissioners of WaThin.Tton County , Ore j on the intention to vacate a portion of Cou;lty Road No. 35ii (S .W. 122nd Ave . ) in Section 34 , TIS , RIW, W.M. , as hereinafte described, situ4,ted in Washington County , Cre: on , to-wit : Vac. 184 (S.W. 122nd) That portion of County Road No. 358 (S.W. 122nd Avenue) , in Section 34 , T1S , R1W, W.M. , Washington County, Oregon , lying between the westerly extension of the north line of that tract dedicated to the ('ublic by deed recorded in Book 1123 , 1,1;e 956 , and a line which is parallel with and 50.0 feet southerly from, when measured at right angles to :he centerline of County Road No. 349 (S .W. Scholls Ferry Road) , a3 said centerline is shown on Survey No. 13,985 , Washington County Survey Records. - All interested parties are invited to appfar and be heard. /s/ JOHN F. CROCKETT 1 JOHN F. CROCKETT DIRECTOR OF PUBLIC WORKS DEPARTMENT WASHINGTON COUNTY , OREGON p ‘- 'Ft ' ' • ' . .� - - O • 0. 1 s ,,--- \:: W ' ,,0 j e, • " 11.1.11 OM IIIII WI .0=� - ,1. � ;` sol . 01C) OH >��- Imilla — i I G ;02 /mss►/ \ II Nf03 / N'� / t 39 1 1 V ko• 13' ,Q . t �� 13b �:PP� 108 105 3 ' \`(J\ ' 4. 0 / 130 NaCATIO Ki .....t. i t0� Ip7 Q 106 O N 'S 4. s ..— —_- 12 9 I s� ' ,. 1 no A CHOLLWOOD CTt-- 131 b.� T_ 128 N 11Eo►.: 1'541. U 1 E t j lit ill 113 114 _____I ./ 132 133 f Y I.S S �5 J. 8� f J, Ji ' : _�1!—. 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BY RLT I 1...........- ................. : DATE 6 -7 - 76 76 STANDARD S TYF HALF STREET IMPROVEAPRVCL HY ,;f/ ' t — MENT y .,_.- , I. i REV' DRAWING NO. ''1 ' r � J ' F ' .7---- , _ a .. _�•.._. . . .yn'�- ...aA'. '.,R�"" tw; ;tAr� ,K.,,y ,. 0 I ivi ilii I Iiiiiiiilllilll IIIIIII III I I IIIIIII IIIIIII IIIiIII Ii w it Illillt III � III IIT II iliii iiipl ip IIIlIII Ii m p IIIA pli IIiIIIiIIIIIII IIIiIII IIIIIII III III 1111111 NOTE . IF THIS MICROFILMED I 1 2 4 5 6 71_ 8 9i ! 10j 111 12j• DRAM I NG IS LESS CLEAR THAN - — — - - — — THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL OE 6 Z 811 L Z -i--- S Z Z /41. Z I Z �0 Z 611 I L l I 11-1-- I I I I II I 6 8 L 8 Q Ir C Z 1 is DRAMING. I ' i ' II , ,,I ,lili111111N1111111111lll1111111111111111illlll11111 ll1111111111IIIIIIIIIIIIIIIIIIIIII I711111 I I ' M A Y 111 II. IIIIIllllllll��,arllllIIIIIIIIIIII IIIIII�I IIN ull (II I II IIII IIII IIII IIII IIII IIII IIII Illi IIlI 11.1 IIII IIII IIII IIII IIII IIli�llli IIII 1111 IIII IIII Illi IIII IIII 16 X 4..: . i , 1 9 9 0 • . • .......• "•�."�' �"""� ~ .....r. wr«.A . • .-. ... .. . . ...._....-_..... ...____ _.• .0.•., • --•.-•.m........ f tillii M �--- - _ t PROPERTY LINE '_ 11 CONCRETE SIDEWALK ,.? 1 L___ -________- _ _ ____ FACE. OF CURET 1 • 1,...,_ 8 ' 11-co--- 1 II 4 2 SLOPE = 0.02083 / 4 , 4 • 4 '4 4 '.._4 di ' ° ' - 1 -f-- - --- TOP _-)F CURB ELEVATION -- 1.." '""'""Z•111.11••••1••••WERIMMINEM•••••••••••""71•117 ! r 7 0 , 1 y�y,i ~., r* I /,' ':4. - SCALE I " = 2' Wrr/I: ` 3/4 " - 011 CRUSHED ROCK LEVELING COURSE -.fry AS SOIL CONDITIONS REQUIRE . NOTE : BEGIN SLOPE AT CURB ' 31/' • RISE 1 /4" PER FOOT TOWARD / 2 / ..•..• AL1(`-7. i PROPERTY LINE . EXPANSION JOINT MAX . SPACING - 40 FOOT ( OR AT ` : s= . . . " o"' CITY OF -r1 �;, U ALL CHANGES IN SEC TION , . R :a • r •� 5. �� �rTE ; At-?8 - 7/ STANDAR (7-. APRVt SY ' CCNC BREAKING STRENGTH TO M ----_---- BE 3000 P. S. I . AFTER 28 DAYS . COMMERCIAL CONC . n ORAw1NO NUMBER : ... • , .. ....................................../..-..,..411.4§1111•011~ APINIPIMMINNIMONIMMEMPINIMININOIROMMINIMINI A E V : . 4.,,,M111.1111.0.1106.111111111.11.....1./..-411.111111. VINIMINSONIMINISMIENNWO ,.. _ .� �..__. — -......4.40-......4.40-......4.40 .I `` .u� e :601 • rte 1` 1 • 11111111111111111111111111111111111111111111 II I_IIIIIIIII IIIIIII II IIIIIII I ! IIII ! IIIIIII 111IIIIII11 III III I I Ij,II [I IIIIIIIIIIIIIVIII IIIIIII1111111IIIIII1111111 NOTE : IF TH I II1 1 1 1 IIS MICROFILMED 1 �r 4 5 6 7iJL 1 11 12 DRAINING I S LESS CLEAR THAN `-.' — THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL S Z Z . L Z Z 4 Z Z ilE Z I T Z Z T 1 LI I I I I 1 I I I 6 9 L 8 9 t E Z IN DRAINING. I Illi 1' '� llllllll .11lllllllli� �llllll 71111 IIID IIII IIII IIII IIII IIII IIII IIII illi lIII�IIII IIII IIII IIII Illl IIII illl,,,a,llll Iill IIII ILII IIII IIII11�1 �li I(fil IIII IIII IIII I1III III!9IIII III9I IIII 11(1111! Illl IIII IIII IIII IIII I II Illl1iill till IIII fill IIII III! IIII IIII . III6 X ' M A Y 10 , . , S: . . ... , . .40,, , _ .. _I. 41b. Mit « .11, ... 1a.•. • --_ a.. .y.--- ._ :•_. ._._�.:� _ ..Y..-.--•-•.----- _.._ -- �. _ _ _- .. _ .. . �. ___. w4�.... - . 4 1 matiaisiser lbw 1131WANL OFC 2 OF 4 WOOD SPRING APTS . 17-U !P,rVII.- , . i'6 pi . , -...•. , , . .. .. .., „. , , , , • . ., , .43,,4,.,...„;.„..:4; ,, ,.. ,.. .. : , , 4 e., f:' ' '',147.1 e. ' '.I PROPERTY LINE - ‘ a - l • 4 11 frAl.: IiI .*'i CONCRE1 E SIDEWALK 'wii� - t.. 1, 1 . L , I:74:4...4: trp I • 'H a i.g: UTILITY STRIP • FACE OF CURB - 8 I . , --- ------'----- ---.- 3 , t , 411 IL 11 2 7 ,, • 1 _ _ , _ _ . _ _. _ _ . , SLOPE - 0.02083 .., ,• . �' JR8 ELEVATION 4L4'7 ,,, ••l',?.1 :)GALE I ": 2 ' '�/d -O " CRUSHED ROCK LEVELING COURSF ' ' •.•4'./ �' '�',< AS SOIL CONDITIONS REQUIRE . s,`':� 4' ; 4c NOTr' BEGIN SLOPE AT CURB ; )•:.;i, • RISE I /411 PER FOOT TOWARD 45 PR/C64000L,) if ., , '"';, , PROPERTY LINE . .� .._ ,,. ...._. i• 4:) EXPANSION JOINT MAX. z•A- SPACING - 40 FT ( OR AT ._ t ALL CHANGES IN SECTION ) • ,CA1_F /"= S O •1 CIT. ,, .r T , ('., . DRwv Hr ✓. _5. •4! MIN=IIIII,r11•Brinall MI • DA E [2- 2t3 - 7/ STANDARD APR 9vCONC FIRE /,KING S1 RE NGTH T O -- — ._• ,110•1111111111.1~.011M...IP AI ' BE 3900 N. , ! 10-. 7 E LI 28 DAYS. STANDARD CON flDEWALK iii:! REV. ; .•J" .wi4 ) ,lU tir • ..+�....� _. TX_ ,4 -- 2 a , - 11. . _ C. 7-,.,,,ie,6 , ._rm�[�o 11,,11, 1111,- ...� rim OIIPONIIMOMOIMMIIIIMIIIIMMIOWIIIIONIMII `1 S�3! in'�'s4:1 a.,V¢,i t� 1111. �/�, " ♦ t. -- �.r► s i� ,w., .wr: •� '� • 1111 9�a" •�i M. •r "j 47,1111,.. -..-- 1111►.-�..w- 11 11 " -.,. ' v s . r .d 1 1111 �.. 1111 ,. dir ,. �. ,� 1111.., kriv J ,. 1111 1111. µ .� 1111 1111-. _. I I III III III I , f III III IIIIIII III III I , I , IlI ,III III I1III1III—II ; IIII III III II1 III III ! ' Il ! Ii III III III III III III III III III IIIIII1 ! 1 �LIII • NOTE . IF THIS MICROFILMED 2 4 5 6 ' 711 11 12 DRAWING IS LESS CLEAR THAN _ TH 1 S NOTICE, IT IS DUE Tn _ � THE QUALITY OF TI-E ORIGINAL I. pig 1 Z f• Z L Z Z 4 Z t Z SZ L T to Iti IL 9 Ifi sDRAWING, IIIlIlllllII�� III1I11III1 NliI � 1II1111 111111111IIIIIIIi (11► 111Z11111 (11IIIIIIIIZ111 � 1111111� i..4I11111IIII IIIIIIII IIIIlllllIll � 161 , 11111IIII IIII IIII1111IIII IIIiIIIlII1111111111II11IIIII11111111111IIIIIIII111111ll1111Z111111I1tIII, IMII . X y t. , ' M A Y 1 7 . ► 1111 1111. 1111 ..r.4aw.+.3 . 1111 t - s. 4 .. , . . ,c, /tis .�►� •r.- �....,�,. • > •� .4 ,, _�.._ _. ........« 1111 1111_ • b - - --._ 1111 _�. -. 1111 _ 1111_ .�.- -.� � �.rte. 1111.._ -.���......•..= «- .- .•�Y�._�� .r.-. 1111 .- _. .- 1111—�..•.�r i I! i • . • .4 1 ; 1'i✓'" ••$•J . • mamm' PROPERTY LANE PRE-MOULDED EXPANSION EXP �. / JOINT FILLE JOINT APR 0 N l '\,\\A • • SLOPE ��4 ' 's;o,'.` , 8 5w • . :.• 44 , :. r'f VV./A,r‘ Vi#::) r 1• '. '' /1111%:41• 7%;'41..1;. r. 1'.1:' ...' . 1 o. h? . . '-'1i;9'' e• ' \ * ' '4Gv t ' o L - 2' X IA-12' �1 5 A 1 — ---1-- ,..... .........4 FACE OF CURB A Ad APRON SLOPE ,....67" I = 0. 0729 -T-.-C. - -- ai ,,,_........ ° 4 4 #,' ~•:' DIMENSIONS(ft ''Xl' I a 6 , J 4 SECTION A- A ) L ...1.9.1.2.2. :1 30 NOTE : CONCRETE SHALL HAVE A ; SCALE: t\'0,Nom. CITY SOF TIGARD DRW• 3 Y : R. L •T. MIN. BREAKING STRENGTH OF 3000 Pfi . S.I. AFTER 28 DAYS. DATE 10 - 15 -- 73 mg&MIS 2111110014111M STANDARDS t' RVD. BY 1 COMVERCIQ ; DR1VEWAY 1 1 REV ' toy .: ' rFFAWIN13 Nn. 10 • ,' •.- 73 WINS REV. '' , .,..' t I- • , i !'. .• 41. . : 71 °- A - Z // .: i.f. : ' ''' • ,. ;:. . ., all Ate 1 Or L III }III I I I I I I I I I IIIIIII III I III I III I III I III GI III I III I I ! ! IIII I IIS I III I III III I III I III I III I III I III I III I III LI I I I i I I III III I �II IiI IIS 1I / / I I I II IIIA III III IIIIIII III III IIIIIII ; NOTE • IF THIS MICROFILMED 1 2 4 5 6 71 J ' 1 11 12 DRAWING IS LESS CLEAR THAN - — -- - THIS NOTICE . IT IS DUE TO _ _ THE QUALITY OF THE ORIGINAL ' DRAWING. Z4 ZZ Z ZT ZZ6�T ILT IT i TTiii-r68 L8 1QfEZT ,. 1,111171g11111111131111111113111111111113111111111IIII IIIIIIII IIIIIIII IIIIIIIII�II IIII IIIIIIIIIIIIIIIIIIIIIII�IIIii��a��lliIIIIIIIIIIIlI IIIIII�IIINul11�11If111111I1i1 IIII IIlI IIII IIII IIIiIIIIIIIIIIIIIII►►IIIIIIII!.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111IIII I (r .1 ff. I / r VW! 0 0 El s p lit 1 INI G C 0 14 I) 0 : e 1 , ( FORMERLY SPR I NGWOOD NORTH SOUTH I 1 \_J J / 1 i L- ...., •.-- s A t. 4..._\...- \o -*J: '---i - \__/". i „0„..:71-.7:7:1,17:031:7z,..01 rp G / ' Gi .+ a �o.d .1a G / ` ✓ w� , '40 ? O e • : � � A� G'-•\ U - ` J✓ .rr ` '� :�rr; ` r v < b�v 4 �`_ • a_ 2 • ?1w� .I/C' .**7 rc, 6'47_ --- '4.1:).- r� •� 1 o • wfr ,,,,a7. _. • ... -I) ... , . *"-S fl..--11. 44 -.WO' 6 CL 7 °°•...--"dr:b b.s q :.-. A, .001111•1111 r O• C. - liasurp S ----__ .......... 11W----46-41 \ ' ' M j2. .....4.1110. ......... ......... -........,........:. �S' - -� I anar 121 ---..........__ - -----"..----....................,------ .1 — L_ .rte 1141 1 vp 1~ • M k y• ' ', ~1.�� , atz,r7:-........___---- . ( if �t ( X11 �.1 �. � �`` . • 1 II: itt r� / it(ZIL1 t' '32:.;7..:11. ! ...- -'-- - L i Nail. _ :.' ` I ' !," �' ( ' li " .I Vis`: .� i;1. 1‘-‘:;:ii: i ' / , d(4 .41; :).1.41...": .6 ..": I 04: ' 4: ')I ' 6:4, ' ' . ..0: :1 • J vv A'.L �, .1. : AO ',,4. ; • J - ► I r.t�F' OVE(5EORCONST' T/�- CITY OF TIGARDt �, /'�s''L'A''� LV�Bu1L,I) }iG YEk1d1T ` \ �� SITE. ADDRESS (, \`, :°:, 1."�, S40•..,'. .,A, 1 b�, 22 - 7J ITL _DATE _:P.' y ,-s w PUb BY 1 E � - _ Buil ing be :800ear1lebeP's.''I'Of'a'.0't.,:iricl: ,� ---- r.. 7 L.C P�ORKo DEPT. ,/ d mus _ - 87 -3 7�4 ,/'� eccordlnU to it • . !� = Y BUILDING DEPT. �t'� r/�'' �-'' final irs echof� p ma B v�� '--- - .� � occupancy. TUALATJA Ft_•RAL �� / FIRE nF, - CM OF MAW • '/.D FU'' �'., 4' ^I 1/ y J 4 �. l "moi y� 'r OEMCUNTNACIORS SUB-CONTRAC- Pi,1' '1 - �� 1�`, ` .�����ss _ _ Tt�riS MuS� �IA�'I: CITY BUSINESS LICENSE Lc c �- .,` , Howard (Auer ALA - ' -- -----.,,, Dem `��;,,,4� .`o,� D,r,� ALL N1:�EJa„R'r CITY PE�tM!(S PRIOR �. - 1G PEt�FuR nI SEkVII,ES, A N� HI1 E r Will ,. ((O11 ��'• lIX11 2)1 hT•."�rlwi■n �1111711lrr►I ��rv,� + lrr, 'lrr� r' r�1 rw' �► arra+ 'a ». w:1121-4.7 , ,..� • [I111111111111111111111f`�IilhIhJhIif� fl ��flf�ililiII'J'IIlIlh!' i mill �i�lll�l f�fll�,Il�ill�ll��l� � i iii iiif� iiiI 1I[1i� f i � I ill iiiiili I1 ISI IIIIIIill III - NCTE: II THI'i MICROFILMED _ _'1 _ �_ i�1— I �1 - I 1-----I —,�` _:_ �__ ( 1 ��1_�__��1 I i I I- 11[ l I � J DRAWING IS LEES CLEAR THAN -- 1 ___................................................... ... .........................mmuiem........wwiaiii:! 41mX N I S NOTICE, IT TS DUE TO _ —r --r- - _——- - 1 --- NE CANNQUAL IT/ Of: THE ORIGINAL t Z I t�L L L >r. = Z I L t i Z t ql I L t -7 ► i t 6�t I t i t �• ` 11t ! ~ ►w t —�E 1 ll ,.1111 I I I �� I I I �I I f I I!I;IIII II 111111111111I II ' '111111111I111�1II11I11111111111111I11111111111 II 111111111111 /1 II11111 11111111111111I111111I11111IIIII111 N�1111111I,1 �11111II11II1111N u, I ml I�ulllll I1II I11I111 II1I1�1 is II�I,�IlulI11I,IIIIIl111111111111 11111111 I�illl� IIIIII►11111I1i1 ����� M A vy 17 1990 t ► PAIN T INC,UILDING NOTE ', . S T R U C T URAL NOTESNORTH D FurnrYh "Ph1yell point coed stein +inishes >s required by the drawings o d epecifiaotiwu. Manufacturer meritione� as 0 standard of goofsty . INDEX OF RAWI NGS _______ ____ __ SOUTHA. Statue* Prrpurotion Inspect all surfaces toaeosive finishes. Surfeees shc,ll be siege and dryand free of .!elects soak Ow a cod, even, durable ._ ______ * _-..o. o` -_ __ . finish will be prodused. C:1 Z SUMMARY OF THE WORK ti . Weather and Temperature: Apply exterior kaint nor►+eeiuls only when temp- *rok..re exceeds 50 degrees F for 24 soon, and suoh temperature she'll be Q A . Iwenty-four unib ( 12 duplexes). This work inelusi.s :II labot, rmaterieis, .aintoineci duel% painting, until point is dry . tools, equ i pmenf and eery i es* for the comp 1 et ion of the weak in occ ordanoe [1� Application: IModcrnaasship shall sossforrn to thew specifications and s1w11 SHEET NO. v o i N, the drew i tp and spec i fiagneas. t;f NE RAI. NOTES f a! o l p can e.tn to the menu kw tuner s i nstruc t i ons. App$ mo for io l s i n suoh a monist* titer Ms. following lis ore obtained! LIVE LOADS B The Amsreson Institute of Asch%Mots "r ersea�el and Stcpprew+eahtary Conditions ! I . TITLE SHEET/ STRUCTURAL NOTES Swhssolh willows aeors�tsao. ut the Contract for Construction", Ietes+ edition, is hereby ?suede a part of ? . Gsssspiaula match with cst►psovsd soler. - these spesifieafioris as fully as f I„•rek, ottoahed or herein repeated. Ct►pies ROOF 2 RR SO . r1 . 2. SITE PLAN/ LEGAL DESCRIPTION r*''rO 3 . Close rrrof.h .�i M o;apro red color 0 De WIND U.S.0. BASIC',r. PER SQ . Fl . of "General Conditions" may be seen t the Architect's office if not 4. Work free of runs cord skips. . attocheri hereto. Oos ;•n0 uent Alp, - � � SEISMIC U.11.C . 1 ON E ;I 3. LANDSCAPE P LAt`I Q 5. Whole a t od of n i inn ter i at s or .sol cis. D. Cofer Samples: Clobo's will Leo selected try the Architect. hu,vide 2' x 2' Cie FOUNDATIONS 4 . SITE LAYOUT/ FOUNDATION,/ION,/ UNDERGROUND UTILITIES IES C . Ineonshteetclos shoo t be resolved w follows: panels of exterior siding w i tf stain color samples. ---- 41 E . Clnsn Up o4 Finishe►d Week: Leervc oil ►c,rtacas, net required to be finished < 1 . The epos{fleeNowa and drawings control over Code requirements whiles: 1 I . Foundation sizes ate boned on a tohsl {Trod bearing soil pressure of {5OIO# per sq. ft. S. FLOOR P under this section, clean one fret of paint MOteriols . LANS & EXTERIOR ELEVATIONS t- Mie roqu:nrmsrht! of the fanner exceed the tatter. 2. All footings shall be founded on firm units.. /bee original soil . V F . Materials: All point materials shall be first-line q,,ollty, as rmaahufectured 3. MI footings dhnH be a minimum of 1'-6" below final grades o I'-C' below existing o. SECTIONS 8 WALL DETAILS,' INTERIOR ELEVATIONS MINN W by PoLio Points, Ptvrt and Lambert, Miller ar as approved. All undercoats tion /. . The Detailed Specifications control :,ver the General Cc,n,ii on • recommended by is Ie.ven. O and primers shell be by the tap coat manufacturer for the the Cotter-rot and the Special Conditions of the Contract . 41. All disturbed soil shall be removed hand Room footing ..esrve1he.i to 7. ocxditiettss of use . racier contractor ti. certify that the number of goats one aGARAGE FLOOR PLANS ELEVAT10f4S/ SECTIONS quaff// of points s uercied hove been applied . Leave three gallons of each neat Imes, , - 0 CX. a 3 . between different drawings depicting the score work , that whicf• is color and type point kir the Owner; label eons to indicate use . 5, bottom of footings snail be stepped from elevation sr elevation at 7 horizontal to drown to the largest softie shotI control . 1 . Exterior Strained Weodwosic , Siding, **fin materiel and all trim not l'-0" vertical steps or shell be sloped riot to exceed 1 vertical to 4 horizontoI when opprr,,ved by the engineer Q 123 pre-stained to receive 1 heavy coot transparent sit:in, 1" 4 . Selociule oppearingin Ph. specifications or on the drawings control - over notes on the drawings COPsCREIE - CAST IN PLACE _ _ 0 , 2. Exterior Golvc'n i nerd Mets„ . "Millen' � A, D. Employ u ,registered engineer to locate lines, levels onid reference points 1st *oat - Noetic Dust Priewer #479 I , All carbonate shall develop o minimum 28 day laboratory cured ocenpressive-cylindder 2 I a ® E Q T E S 2nd goat - Spar Enamel 2500 Series strength of 2500 p.a., . O F . The work here.ndest shall be coordinated between various motions . If 3. Exterior retraces Metal . "Millers" 2. A minimum of 3 concrete test cylinders shall be provided for 100 cu. yards. Cylindeei a•iy .orrperutive wars( must be altered due to lock of proper supervision 1st crani - Rust Control Primer #468 shall be tested as follows: 1;a 7 days; 2 (a. 28 days. Ce 0 IC hire, miss, of tailor%) to make proper provisions in time, then the work 2nd c.wt - ; Enamel 2500 Series 3. Concrete cylinder and testingshall conform with ASTM o Spar ca►I spec'►f i co t i suss. � O helrsu.sder Shull inelud• all expenses of ,s:h cheeses as are necessary 4 . Cor sorete forte, mixing, placing and curing shall conform with ASTM specifications . --- - _ V to be mode in the wode tinder c that sections and soslirac is o rw such changes Note: If mea tool has !peen shop-pr i r ed and printer is still in goes 5. C ono►e to, i oons, mixing, placing and coring shall conform with ASTM Mo nue I of0111110si:ll an drrtctlzy s.apervised Ly the Architect and shrill be mode to the oon�dition, tint coat may be omitted, except that arty bare metal Concrete Practice, 1973 edition, an; specifications . not tol'isfoctlan of Nie Architect mil! tart spot primed . 6. At areas of depressions for slabs and `beams, provide minimum thickness of depth as .ONINC R-,' PO RE ;IDENTIAL PLANNED DEVELOPMENT a. for udjocent areas unless otherwise shown. . hown. # til tili FIRE ZONE - 3 1 ,1 F. Thu Coritrac►e>t� shell F,pwpr+e sutly, and b*tcch conditionsconditionsare distvvbed, 4. Fiat [1tYwa11 r,nisF . Was:L es roanst (owlet as ttNhed M #S. "Millet" CONCRETE REINFORCING STEEL I notify the Arc+itstet ire wsllfag of: lit coat - Rubber Luster Lonertalc 6430 Floc, BUILDiN( , CONSTRUCTION CLASSIFICATION - TYPE V I i y I . :"hlsis0rf«,• or Iasw t physical oonditiors of the site differing I , All reinforcing steel tor concrete shall nonfarm to U .8.0 . Standards No. 26-4-73 orol flake atl;' tram 0111140ri'idieatod in this contract or 5. Enamel Otywail l 4inisl Kitchen', baths, foundry. tsvdly X ceilings) ASTM A615 .;rode 40. SITE AREA - f 2t;,008 sq. ft. oo 1st toot - *inset *soler No. 60402. All welded reinforcing steel , metal inserts and connects oris shalt oonferrn to J .B.0 fULtO sucSpa In 1 2. dJiskrx sur oltJneireil ssash litiot►s at the site, of an townie' vesture 2nd stoat - Krill Stipple Gloss No. 6040 Standard No . 26-8-73 . SUI!DING, AREA - 12 DUPLEXES r 1/60 sq. ft/mc 21 , 120 sq. t. total 0.1 ditrferi Iv Awtec icily trio, those ordinorIl'y essoWnterrer' and 6. Interior Stains ' 'r'Ysacfwotk . "Miller" 3. Reinforcing (minimum unless otherwise shown an pions) gownslw tis t::yr ia,nd .ss inherent in Nor : of the character 1st coat - Modern Wood Sesl ns 2nd soot - #47 Gloss Varnish o. Place lot 4 continuous at bottom, b top of all foundations and walls. UNIT LIVING AREA - 880 sq. f f,/ea , 2, units 2 ! , I20 ora . 't. totalprrcivitls ! fps ► this ecntssteat, or o. Place l'-6' x l'-6" bars at corners and intersections for walls area foc,ndationi Id cont - #47 Satin Vernier equal in size and number to horizontal reinforcing. PARKING - 12 GARAGES 3. Dts�s>ep:rit:�es t7ttwarsn plans a-,d specifications, or 7. Doors. Pre-finished by door sups{iex, 30 OFF STREET SPACES 8. Interior Metol , Unless otherwise divested, interior metal to Le TOTAL /1111111111 111 4. )isere;,o,.-i,cn rlate. Fainted 'all be finished to match ad lining surfs:cep. If not factory 4 , All welded wire fabric shall conform to ASTM specification A- 185-70. , ptri,ried, prime bare metal as ipseifiect for exterior metal . o . All wire fabric shell be supplied unci laid in flat sheets. v.. Permits . ,tMh"ssMr to fibroin rill pennies required. H . Codes. A . writ( will conform to local agencies having jurisdiction Parking Striping. One coot Traffic Paint (VWhhe) usnc!icot.d. O. All nn in4oirig steel shall by detailed, fabricated and placed in accordance wifii ® S U L A N T S ACI detailing manual 315-74. --- a. All reinforcing steel shall be accurately and securely placed . JJ over the work lAl,arlc r,<ficahlc� to be of higher quality than the code will be done I I T b. Reinforcing shall not lee bent or displaced for rase convenience of other trades" f -:s ;reit.7tu,d, ,+Ales approved by the 'troctsx& engineer, c. Minimum concrete cover from surfaces shall be: ^ H ti Ct. Jo I . Provae adrequiredtele and reports . 3" 1/2" to bottom of tooting o 2" 1/4" to earth face of concretsy Structvroi Engineers DON KRAMER K ASSOCIATES 289-2001 ° 41. > e .` C. field lice: Pr,wide .�,n,•d maintain watertight office or ,se by Cent". of slabs on geode e, 1 r Arc►+%h►ot sail earrh•+o,cbr. Provide •rifts light, hear, table, bench, teleptsaie . ri. Electrical conduit shall be placed near center of slob. Mechanical Engineers PETERSON ASSOCIATED ENGINEERS, INC . 226-2921 o e. l .o all bars a minimum of 36 dinrne$ers except as otherwise noted . K . light, Power: Fuea:ish +er'porory fillet and power aa►rpl.tr with wiring, Electrical Engineers PETERSON ASSOCIATED ENGINEERS, INC . 226-2921 ► largo cot a��aruirsd kir the• „�srsplction of the work , LIGHT METAL PLATE CONNEC7 ED WOOD TRUSSES - `�- Landscape Architect WILLIAM K . ROTH & ASSOCIATES 222-5003 L. Fleets Prov d! tesselpc,rosy hent for proper protection and drying of weak . 1 I . Trusses shall comply with U.8.C . Standard No. 2:,-17-73 and .11 prrwisicrr. of ` the design specifications for light metol plots connected wood trusses ofthe ► M. Sinitoticx,.: Provide oNtd ,vhcintt�in sanitary temporary toilets for use by N / tens plate institute TTI-70 except as otherwise neMu . ! g E A E TZ T o '�+ 2. All truss shall he r'anufochused Air-King Corp. , PPROVED FOR CONSTRUCTION those engaged in work . by res. , custom +'Ood components or �ppaoved . 3. Members shall not exceed o live load deflection of 0. 60 or working stress*: for the N. Wo11411 Provide 'tom prover, sok soiree for threw engaged in the work, r R o G Q it ti:S appropriate material under a total load of 40 "SF for roof member. anti provide Po fol Ie vector on job sites for oonstrtct1oA purposes. t` 4. Truss manufrsctur r shall foolish complete engineeri`�g shop arowirevs with registered ye professional engineer's slecil . ►--e s 0 O. A+grlss,efaats,revs are so noted A► irsc'irxate a standard of design anti are 5. All connection platessJiall develop the full starers in member with a minimum '°ITY OF Til D -- �, not ir,tet*ded to be restrictive. Ail items submitls►d Far substitution of �ssw I .Ti transfer at any .member of 2000 lbs, with a minimum size 3" x 4", t•., w gg�, theme see:ifier.� siresll «sive prior urges oto) by flier Architect. Z o�AlE s t�. The true mwsw4se�lj1eer ousel! submit a certificate from or. independent testing CO i 4 rs.aestxR;, ;crow:•,G ' SMO D� '�G Company that all trusses coelom► to approved shop slowing", pmts( to eel►very n, _ - c. f~ �� fs►-1TcR, NAILING AND CONNECTION aC 1-fEDUeE '~h w 1. Arla�es,foe,tH, d orfi.�tes, materials, eq,ipmn•nt applied, irsrblia�a or c6�.TtR eie / \ 4 IOWle• Cast COf ell test certificates shall be borne by t. . rotas manufe►chtrer. r o >l< / 1 *mewl as poen nraewtosstvrea's printed directions artless spaatircied b `+, ce`'` �� Sive showings shall show all ( z 4 ribbons and their fcsstesnir.gt to stabilize Nor MINIMUM NUMBER Of NAILS FOR WOOD MEMBERS 3 V the aontss►ry. s,,,,�.,,Qe.gill Hua aorst'eession members as required. -_____ _ (EXCEPT AS NOTED ON DRAW INC 5j --. -_ _ . . -____.__ -___ _______ __ 1 iI cd x o Q . Cls in o►id,tion to so•hseral bream ,tlaseni pesrf �?► S1Qur�ls:wOoe� \ FRAlMINt; LL1MIlER CONNECTION COMMON 3 ,, uta1 ty�, awn ail of the ialov►Irstir. �►.o6L wrxrts -- -- --- - - - - es ,'"i I . All framing lumber shall h : ,:.au,pws fir or larch graded to 197.1 standard grading ruing Studs to Plates - end nail 2-l6d rx I I . t;'horn Pit i n ted, dM ►na vtc cold s to►nod work. N d #ib bar West (Zoost lumbet . w tae :soil 4-10dI 2. Damp ,,,,a0 all peas arca r.isiliee. Row o Ro :werings, worcint, end 3 a. Structural light framing exterior stuck' - t<e a• Top plates bottom plates polishing nes' tMs�e►iter', Q b. Light framing & stvc;. - nterior shoos - studs grade - spike together 16d ,, 8" 0.C . 3. Orlon and f+crlhl} ix.rdware, remove trains, tnLefs, doe', paint, etc. c. Structural joists IL plonks - #2 Fb " 1250 - lap and intersections 4-I6d each side of 1Fslie. Truss 4 . Clscn rill tiatha^sss and equip-loot installed tinder this contract. d . Booms ax) stringers - #I Fb & 1350 I-41 Simpson each end :r. Remove sevtipeartr�+ F rials:tion :,rhd all Rons:�i coon alcbrio from job,ipe . T G� s�o e . ?gots & timbers - #t Fb a 1200 Joist - to plates or beams - toe nail 2-;� S, Cillos arra t►oliw, of glass . 2. All members 3X or less (least dimension) shall be our-dried . - b:ookiehg to plate - toe nail 2-10c1 7 . All •eosoe.� exterior and interior surtosr+ss s. ill Kat cfewti of all marks 3. hooker, solid blocking (same depth of mere-r) of all pr-inh of bearing on ; Stook rig to truss *nosh and l-Ipd and ftnytarrlrrr rots and !oft face hoe, dirt, reins, sorting end defacement of I I x 4 bridging to 0.0 . maximum . Bodging to foists 2-lC slaty k ins . nil 4 . All plates and ledgers in ecxitoct with concrete or masonry sl,crl l Gr prsswe treated. Comer studs Ibd ,4r I6" lli ( c1 P5. Double all joists under all parallel partitions . 2X laminated ''roms Ibd O 16 T & fl, stemmed '? tR k . Debris: Do nose allow ,lsetxis to occ:M,ulat'c . ___.-sine burrito. will be allowedh, For !iodine see schedule aped drawings . t T► `- on l y i i approval i s pr.n ted by the Owritw and .all s�e*u r,r ed r,wets i i erre i h new P gor god V `/ abhsirsyt� . GYPSUM WAllf1<OARD PLYWOQD SHEATHING t/� `'t'-/r'' L' ri�. , Mr was `,dedamigos each sheet & blocks esrice walls 8d 'al4" C .C. ; v ( EC hoti GIAlEa �" S . Naftali Glass: Geneve! C".en/rortor is respoterb!, for oareeesseci of tiretken A. (eypsern Mrasiftespard "USG" or "GOLD BOND", 1/2" or 5/8" Ftroicode, I . All plywood soolltleg shell be interior pith exterior gine •,enufoctufed in ,r istr)erior of each sheet Ad f ' 8" U.C . `r o 013,ss in (woo 4 this Focti+ret until accepted by Owner. ASTM C..36. Tope, poet doeipetesl, metal accessories pssduc:t of gypsum acsoiunee with usdjet shsndaes1 PS t-;'4. 'uu Word rMsste faciMs+r. Comply with rthonufaiciltrttit printed rl!fn•aiosss csetd o Iloctf el►evthiAg - ' �; " Mau 32/16. Wall oh...lifting 5/8" - Block all edges with 2 x 3 minims n Flo ° 3.1'1 AV P N I . Pres*/►eisc punt I., 1 ix t for f'c tss ine'ee►+'liars . De t i ver p1,CosVn Pe+r1, c►s►tilw i 11 IIIc forsystem, indicted sass rvrq.rlrsd. h. Wall sheat 0r i-sg - 5/8" Index 32/1 6. r) edges i sd '6 4" 0. c' ti • cdrerrvitr;gs dote! ►•talent are +s uu.' lls to Owner . R. Weterptreel Sam bawd ,n tub alcove. 2. Plywood sheathing shall be load with end joint. stOggerr(i . 4 interior of sheets 8d h 8" O.0 �? • "/0 ! �r `(`, C. C.niiity iinf+lfs; kltsh n and bath, machine applied "o'anpr peen" texture; 3. Nail as per sci+edvle aver# rleowfr�p. 1 y2" gypsum wall boarrs °.:(C):;.: ooler :1111;11 o �(• L„t, (�i,+,r•ir► ' pr�sgress of fleet wee 'he Co-,tsw,ctsry' :s to keep one p) esti of '1t iwiusgt all oM►srs, USC lu►iperIal OT lsecfvy ocou.tfcol tsertur. ("popcorn") * all studs, top d bottom plates b blocb ►rig O.0 . I ran wh)oh i n red seell ins e esle ed all ebnngee which isoirpelet el•!y c e v►o tis D. Rt'-1 Rstsi l i rsr+t C3hcrswts' `a per. setoff la. Mslsall as per rmra: r forst st loss . C,EN ER Al S/4!" jyps�^ wall hoard soder j 5 H E E 1 N O hew t c!eItllste7f .c r,lr�ut s�ste.whrtrsts Tf wu* ebitrwisl�+ OUP* be formes! '.elver F . CsAssscl at►4s±ce doe and defects, clean sPa't ' ;and leave surfaces �l' oil studs, Imp & bottom plates 3 blocking 66'541: o.0 . r.' c A► Mtn. Ax h'R1`+eR rte sur m IMk•,w ar rise* wet*, arlit3, In tserrt„ will Fmx+ritl• ready ler pain+Atyf. I . General ,ea ntracetor shell verify sit dimensions end conditions. Z Lthe ori hi .SIR,ik drys++ e'wg► an reproducible rlsts+r►itp1. 2. Ol l-sER WOV4 CONNECTIONS draw f rigs ,F>r!) he ',quiver! an ore lrnferc i ng steel , kvsssrs rind shell ,: Z be reviewed prier tofabrication. -so, D , V. AN hiesetliels, egos t, eswnbfilet.wed shear ars{ weekneestoship will be i . This stricture shall be odaipuately braced for wind or earthquake forces thre until f ner wt1I „ ihoer PMts/nM1tam.aethereha. -.. .- Mates -�ti ce.t►oaete - 4'8'_ 0 c 10" A.G. ut Q' -0' 0.C . ► 0 havea '-) '+ fr+► strMten fa� tias�lr • pa hien `sthr of sese�►satr`ae s 0i th. �erass.►t. C*ewest rell beams crooWIeh with simtsv,n Fringe'sSo develop strete, of rienborn . O 4 • wwr+.w.r•r�..�.�w.-•r.r.. .•••••• •••••••••••••••••.... ••••••.•••••••••••••• 1�-r- .. �1M - r • • • . of . • r'' • -e * - • a "' __ 1 ....PIMP - [..._. 1 .I.{ 'IllllllliiltlllIIIIilIljlitlllllli '' 1 Itlllllllllt'NOTE : iFTHISMICROFILMED - `1 l - - - -�!1 - - 1 t Vl j/�l L _l- 101.1 1 I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE 10 THE QUALITY OF THE ORIGINAL Z SIal Ll l 8 ii 1. 9 nti ► le L 1 1DRAW IN';. IIII £IIIIII II 3111111111411111111111111;1111111 ZIIIIIIIII1IIIIII I!IIILIIIIIIIII( IIiITII!IIIIIIIIIIIIIIIIIII,1IIttlIIIIIIIIIIIi1IIIIIIIIIIIIIIIII IlIII�II1IIll1!IIIII►IIIIII1IIIIIII .IIIIiIII (IIIIIIIIIIII (I(, ItIl(IIIIIIIIIIIIII IIII IIIIIIIIIIIIIIII IIII1111111III • „ c.ll , 1! A Y 1. 7 1900 imeamour k 00 115114 AVE OFC. ty _ ii r I 1 I ma•wr 1, . oRTH CI ZoF lib 00 4Th z,a s Th-, . _5........1.._ ---- ,r-y z z-� . g a _____*___ ist ( ‘ 4 1.5j r) /‘ / LI' 0) . _ . ..iv... .'" \\i_c. ...") \I l \-,„ )*.l. 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" / '1( VI 0 IV 4/14 95 I:: 3: ..., ,ill' _ ; �` **------- I A---< fL `� (11 1MM 411 �( } ``t` vd .� ` I 1 V` y Ili 6 0,4 ► L Al\\ • . '4• \ 0 t_ \‘1" 2 � • \ •) ` l {' 0 , 1)0.3 t \ \\, • A ..cisi c, ...- \115..............5;\c_______. \ iz!..,, .. `;C: -, i' J. \ \ 6-1%: 41'P. 1ti � /'1 t�L`�P f;r, yrr ! f1 .i.\‘ \ ,e, f.:4° \ I t___Pik . _ .‘„ _ \k\ \ ,°>Z yr ,� 't - �� L ,-�� - l • --• !l lui -1 -- \ * I 911'6 \-P-- \ ,"r� I 1,, *,. BMs .,� ,)1 / � • : • - (. - n <� ILP (7 it, j se >' i o i \*1( - r / ,\ ' ' . / ` ��� Ali y. i � \ - •�_ . r11:J -:v4 i. ..-. ` / \ ._�- . ._ i\-- y/ r Q _ - • _ - - -_ _ ---- -_ -- ._. __�.._ _ .. \\ 2-54. 9 c-.T o TZ M esQ^ �- - �} �� \ L.1 w ° ~ U) L .�- `-__._-___--.. . _. - --- - _..__ _ _ . _—_. . -- -- _ -- _. - __ _- .._ _- — - -- 4 S _ ni l < i - ____ r ,, ► r ) W ° —_ w y ____.._._._ .= - ST ` 7 ' I Q y 'CAA-itTA ie..-1 -.AC ..�61c, U r. �� lit S W I ! 4 V I .4t , •'i1■r. _�� -aIl�ir'.�� ._ �i�rlrt�_._ _ int ice*`=__• ._. L_' a 130, k '•� c y o d L 1 ` _.._a_ •...�... _........�.w.-... ..r. �.•••••• ._ _ _ ___ _ -�...+a..:..- _.-- -.41.1•0 -+ •i•-_'_-- MEM. T L le. _-_ -�•-�...�..•r•�1. .. _..... -,..� -- �,. ` r il..._ ,.1) i ___________ V _ + LFcyl►L �ESCRIeTION - - -_ 1-1:i7AL DESCRIPTION si t Situate in the ,xrti next quarter of Section 34, Towrsh!p 1 South, Range I W st, Willamette Meridian, Situate in the northwest quarter of Seeti°n 34, Township 1 South, Range 1 West, Willamette Meridian, 'n City of Tigan,, Washington County, Oregon, the south 2h feet of the following: r� n Y C 1 W of T 1 fiord, Washington Cen,nly, e gon, the north 275. 10 fest of the following. ` _ ^ i►yi nni , at a pot-,t on the east ri -of-,Noy l i ria af S .W W. 172nd , venue, 9•3 id point beim.; N89%4 5091 gpointY point biei r N89°5+1' 5 s F �� A + beginning ata on the east right-of-way line of S .W . 122nd Avern,e said1l a distance of 1C77.9i hest, and NO 05' 42,'W a distonee of 40.00 feet from the weft querter eat of n distance of 1077.94 feet, and i40 °OS' 42" W a distance of 40.00 feet from the w%t quarter corner of �-�/�/ said section IA; and running thence i IO°b5 42"W on sold ensi right-of-way rine distance of 545. 10 fret; said section 34, and running thanes Nd° (L 42" Won sold east right-,of-way line a distance of 5�t5. 10 feet; ,. Y ' , '' o' literate N84i052 27 E a distance of 220.00 loaf to a point on the v at riaitM/-watt Ilse of S.W. 121st thence N $41°52' 27" E a Ji t na, of 220.00 fest t to •i point on the west right-of-way (ins of S.W S.W . 121st * o "« . Avenue (CR '102005) ; thence 50 07'33"E on said right-of-way Pins a distorosce ai 545.25 feet; thence I Avenue (CR p2005) Ihencs SQ�'d7• 35" 1 an said right-of-way line a distance of 545.25 feet; reprice, 1`v I 1,4 ,�, / I 'I. "W o ciistoace of I.2C.30 het f+c tl+e point of beioirrlin0 eonloinirp I .36 acres more a less• S PiPS4' 50" ,V a distance of 220.30 feet to the point of beginning containlny 1 .38 acres mare w leer I . o �_ s 4IM c. U ' SHEET NO O r` Z „ Z r- 2O LU U r_�r�wr� Q LJ (1I ]�► ' - *"� 0 ""^.',, R�!'"11J�11''"" ..i.. tr+� 1P w`f''•t tlNt_._. .j ririlliiIIIIIIIIIIIIIIi , i � Iiiliiliiiliiliiliiliiliiliiliiliiliiliiliilii1ii11i1iii11111iiliiiiiii iiiiiliiiLiiiiiiiiiilillilii � i Ijj I I I IGI I I I I i � I ! 1 n1 111111 111 111 111 11- NOTE: IF THIS MICROFILMED ) 2I I J� I 4( I __.-.5l _ I 6I I �I I �I I J 10 I 11 I 1 awl DRAM(NG I 1_ L _.1 l - 1 _-J S LESS CLE THAN I THIS NOTICE. 1T IS DUE TO _ _THE QUALITY OF P# ORIGINALI �E tILZ Z4ZZ Z itLt lLtttt �t tilt8g 6gitl ► E L ,, woRAMINc• 1� ,� UT, i � , r1111111111111i�,111111111 111111111111111111111111111111111111�11111111111111ii 11111111111111111111111111111111 11111111, 11111 111.. 1111111111111111111111111t�1 iii 1li- 1III ILII III ► 1111lll1111111 1111111111111 111111111111�1111111111111111111111111111 II111111111IIIIIII 711 :, �1111111 1 MAY 17 ' , 1990 t, ti 1 1 r _______......... 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