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121ST STREET WOOD SPRINGS APTS
121ST STREET 1 OF 4 WOOD SPRING APTS. 17-U 1 1 ( . 1 C (.)I' f ICARD ROUTLN'F -1 IP Re z C) 1'C. 6•L e V _r...s-�.A� A�.—A�wwa..An_..�.c..:..�_vw•._...s.+�r—��r...�._—.+�.r+. Accountant A�ministr3tox r__ —.. �`_ Bldg . Official Director of PANT., Liberian Planner _ Police Chief Recorder ..111441 IMO an".err Please : Type - draft ( ) Final ( ) Sign/Approve Copy (# ) Distribute _ File _ Return to me Mail Read & Save Read & Toss See Me _ a Take Appropriate Action _ Per Your Request COMMENTS : nm. ..�_ __. _...•••• • . Date ._._._ _ . . y• ' it....,-.4;,"r� . Itne"tr:1.f04414&i�i,l:414 w'. . .1 ' 1r_'.... .. . .. h „igitifipatiati .gt/Alnil'''araAMIMMMNIII1"t HItiIl illllll 1111111 111 � 1 $ 111111 11111 11111111 111111 $ � Illlll 111 111 1111111 111l � I1 111 11 ! 111 ' I ' 111 ill 111 1 i 1�1 1 !1 111 111 11.1 111 11111 1 111 111 II1111I111 111 1Illil1 •.. NOTE : IF THIS MICROFILMED 1 4 5 6 7 i 1 1 1 1 Z i DRAWING IS LESS CLEAR THAN - 1L6 THIS NOTICE{ IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z Z LZ ~ 9Z 4Z tZ SZ ZZ IZ Z 6I 6I LI I T T T i I I T 6 g L 99 f g Z I ,, M DRAWING. 11 II11111111I11I IIII11111111111I I111IIII111111I1 IIII IIII Illi 1111IIII 11111111IIII IIII Ilii IIII IIII1111�;., N1111111111111111111M A Y 111111�7U1l11�� n IIII Illi IIII IIII Illi IIII IIII Illi Illi IIII 111111111111111111111111111111i1111111111111IIIl IIII IIII IIII I • , 1990 '' I .., • . I......♦.._:.e.:w._. v .�....,..a.. .4*..,... AMA. ..w. _. ._. 'd' r. ,• _ } • ') • 1s +ln - ._,. . ps 11.4••••••••••• �-+�.r 4 - _ . w - • ememmemageseenomommonomaggimommummigm,‘ RECEIVED JUL. 1 d 1978 NOTICE OF PUBLIC HEARING VACATION NO. 184 CITY OF TIGARD NOTICE IS HEREBY GIVEN THAT A public hearing will be held 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 Washington County, Orego on the intention to vacate a portion of County Road No. 358 (S .W. 122nd Ave . ) in Section 34 , TIS , R1W, W.M. , as hereinafte described, situated in Washington County, Oregon, to-wit : Vac. 184 (S.W. 122nd) That portion of County Rrad No. 358 (S.W. 122nd Avenue) , in Section 34, T1S , RIW, W.M. , Washington County, Oregon , lying between the westerly extension of the north line of that tract dedicated to the public by deed recorded in Book 1123 , Page 956 , and a line which is parallel with and 50.0 feet southerly from, when measured at right angles to the centerline of County Road No. 349 (S .W. Scholls Ferry Road) , as said centerline is shown on Survey No. 15,985 , Washington County Survey Records . All interested parties are invited to appear and be heard. /8/ JOHN F. CROCKETT , JOHN F. CROCKETT DIRECTOR OF PUBLIC WORKS DEPARTMENT WASHINGTON COUNTY , OREGON : /C2••• •-•-•01.f t":-. - N7 • G�_ a./. I O 1 00 in • 661111.1.117/11/111111.1 sus go •NrwN/� as IIII ` I_ r • .�, 1111111011111.111".1111+ ter, " ` poi 60 ,� Cj o z ��tJ% \\ 1 1 03 P'�' 138 / i ) 104 i 37 / PR.090SED :40. \ toeolos I J / \ o 3 sY�C��'IOJ 109 7 — 7‘......__________..7,\vp\, j IN S 4,sC �___ 129• X31 '��, 1 IIo NOLLWOOD Cir- -.-7___ rk �s� w . �- tee . / 7 133 / tit Ii2 tis Iia 1 N 1TLo 1 SAL USE + i / I / I I 132 Y t.SS 553. 84 i. 10 -- .---1 127 __ _.-------\ X 1 405 (.>>. 'IS + •ki, - 119 11$ 117 1 116 IIS 126 15T 156 • "" 1...„ /10/-2124 -; S.W.___- sPRINGWO �� - 1i .sywailW'� tier...rwa=-• —�..+wv s',d 4 1 i ' l �''��' y •,i.&w w . .ti.. F I i 0 120 121 122 123 124 125 ii - ) J .. ..t ' : ' 21 , ,..../, ‘,. , , ..4 ; V. ' R-- :. • . r - _ .�. ! •� i _ +�_ ♦ ' + _�. --- - - 1.•••••••.,,..(-,.. 11" j II iIIIiI III I III i II I2 .• \ ' SM• 1 M , ► C it t.� «... .--"•L_.. _._1_ r 1. * 1- t $ ' ' ° 1 . I 1~ 5ViF •,. L . ';' � .% 1 4 '� '� . �rlC/Fr • 21 t` 1r! - i ••—_:.., ...c , ' l�L . , �, ,� i.... r . L a -- - III .' , I , i1 , 1 ( II I I ( IIIII , I „I I „ I , III „ I , VIIIiIII I ( IIIII IIII , I , IIIIII IIiIiIi IIIIiII IIIIIIi IIiLi tliI i liiI Ii IIS ItI iy111,1111111 II I IIIII • W _ _ _ NOTE . IF THIS MICROFILMED 1 2 4 5 6 91._ 1 1111r It IS LESS CLEAR THAN - -- - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL iT----4--T ZLZZ 4ZZ E'Z ZZ jZ OZ 1 I LT j T T j j i j j 6 8 L 9 19I► Z jDRAWING. ' ''I 11.I IIIIIIIIIIII Illi 11111111111111111111114111111111 IIII IIII,IIII IIII 111111111 I'll IIII IIII llllii.liiI II Ilil1lill IIII II5/111I 11111f111111 ) I i Ilt� lal 111111111 IIII 1111 IIII IIII 111111111111111111I 11111/11;111111111111111111111111111111 111111111 , M A Y 1 7 (.: . ., •. , ,,.. , ! .. i ) 1 9 9 0 . .4, . . , . . . . " .,.. . _ ,. _ . ........Airw. . ._ '..n.r.. al41101.11. 14 1 r , : l! , , r 1 www�rr�rarw+.... . alkill1111MMO v..rlian_____rr rc....a• ' I. 1 I qjs' t4 — VARIABLE • -- _ ►r-+—. EXISTING .--47 I i , i ,, i Ev-- —--- c� '-- O " - ---- _--_--- VARIABLE _._.__----- --- ..._._ �.,... i i R W R W 01-6" .-.0------ i , 1 1, ' ,i BLEND A/C TO MATCH C/L EXIST. PVMT �, C/L ,.-.."--.7"..""------...,_ it .., . i -- - --- --- --1,. --- -- _ rii ;.. = ' EXIST PVMT. I*\ , ; .%�, ri / e 2" CLASS IV: A/C PV MT , ' --- 2'' , .3/4 "--0" CRUSHED ROCK 41 - -- - 6" I I/2"-O" CRUSHED ROCK • . / • L STANDARD CURS :,twD SIDEWALK REQ. �/ 2 / r—y- A Lit_ ; a.. SCALE NONE 1 CITE OF TI A R DRW. B'( RLT , i i DATE 6 -7- 76 STANDARDS APRVD. BY ,r.. TYP HALF STREET IMPROVEMENT 1 , I , ei,.,.. ;,,,,,.. , - REV' DRAWING N0. ,"36-. I ....................wsumemar 4, i .41I s; .; - .... - .44 aig - , _. Illi P ♦ L 1 ' I 't' II ' I ' I ' , ' I ' J 11111111111111111111111111111111111111111111111111111Till1IIIIIIilI ISI ISI I � ISIISI ISI IIIcc ISI ill ISI � � ISI I � .leel I � I � IfI ISI IIII ISI III M NOTE : I F THIS MICROFILMED 1 4 �) 6 1 91_ ! 101 1 1 121 DRAWING IS LESS CLE i,K THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E ZZ LZ Z Q Z Z Z TZ Z I T L I I I I I I I I . T 6 6 L 8 Q f E Z I ,. M DRAWING. : ''( ' ' I 111111111011111111119111111111111111111111111111111 IIIIIIIIIIIIIIII1C111111111 illi 11111111111I1111IIIIIIIIIIIIIi,�lIIIII111IIIIIIII IIIIIIIIIIN 11111 M111111111IIII111111III illi illiilllllllllllllll Illlllll1111 llllll Ililllllllllillll�llllllilll IIII IIII M A Y , 16. X .,,,.. ,...: . . 1 7 4,, , 1 9 9 0 . .....,... ,,. . v. . �, ... .. ...-.+. r —.— ! / .�... —•-- . . ...�..� -.,.,.1“ .�... r . _ ,.. — FppppIIIIIIIIIIMMIIIMIMIIIImlIllmNIIIIIMNnmlillmllollmomlmmmlnm.mKmm°-----immmomw•—"mmm'=•mmmm-P----------"'o•"------'''u------------"-------"w' r L :- t . PROPERTY LINE --2"):''' '. CONCRETE SIDEWALK ./? r L...., =7._______====.„ ,===m===7„...„,"_,_„=„_. ,"' FACE OF CURB -- • 8 ' -- - 4 „ T.- 2 " - - - -- _ _ _ -- -------- SLOPE = 0.02083 -- 't 4 I,4. 4 . j: . r' ° 4 . �. A ' ., • .2 4 - A 4 - TOP �F CURB ELEVATION -- .. �y may,, ,�,:, �`A - .t.t I . 4. • • ` �.\' SCALE I 2' „ ,./,‘,,,./ ..„, ,. :4: •r � - `f l� \-- 3/4 " - 0" CRUSHED ROCK LEVELING COURSE • ili: �'a�., �'�r AS SOIL CONDITIONS REQUIRE . NOTE : BEGIN SLOPE AT CURB ', RISE 1 /4 ” PER FOOT TOWARD / 2 AL1(.7.-:/ d PROPERTY LINE . I , EXPANSION JOINT MAX . SPACING - 40 FOOT OR AT 9CaLE ' i~= -5--°- o" CITY OF TIGARD ✓. S. /f ALL CHANGES IN SECTION ) . - .�_ STANDARDS , CONC FREAKING STRENGTH TO BE 3000 P. S. I . AFTER 28 DAYS . COMM ECJAL CO \ C . 3EWALK REV DRAWiN4 NUMBER ...a-.....---.«... - - . .g *--.-. Lli 11I IIIIIII.1IIIIIIIIIII11111111111 , 111111111 I I NOTE : IFTHISMICROFILMED 2 3 4 5 _ 6 7� R lU 11 D AWING IS LESS CLEAR THAN -------•---.__ -,.-- - - ----- -------._.._. _-_._._._ -- - ---THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL_ ( t, Z �Z L Z Z 4 Z 1Z �Z Z ITZ 3 61 I L I I [ T I I I'I I 6 L J8 14— r IE Z I DRAWING. II , � � I . ., 1 , � 1111 � I ! ' � � ,1III ,III ,III (III IIIIIIIII 1III 1III 1111 11111111111111111111 1III 1III ,III 1III 111111111 !III ,III 1III ,III IIII��..a1111, Ilii lIII ,III ILII Illi1111111! 111111111II 111111III1III ,III ,111Illi IIIIIIIII 1111,1111 IIIIIIIII,IIII ,III ,III ,III IIIIIIIII ,III ILII 1111 III M A Y 1 7 ' ' . ) 1 9 9 0 , 16 Xi, ,. 121ST STREET 2 OF 4 WOOD SPRING APTS. 17-U pPFPIIIIMIIII.M.MIMIIIIMIMIMIMMIIIII"MIMMIIIIIIIMIIIIIMIII..IMIMIIwmmi"IIIIIIIIIIImmlillmillii"Imll. ..III.......... 1"-"—w--"---w"---IP----"--u-m---------------- I . ,:i.,;;‘,•:11.1,,,,1111,?.lie.,,,`..; 1 141'.4:, t 4; * 1 , . 1 .4. ,OOMMIMIIIIIIIMMIIMIIMINIMI I. ",• '1'';'‘ i •t 4:Lt•''4, f': 1,- c . . , � 2 l n,.y � �7 '�. • 4; irprmmimimimmimmmnomoninmumnmonnwpimmumimmunnmmu.....m.. ....m..m...m.mm......... um....wimu.,............r .....m.mpugnmgpKikgsipsspgps•.••••••• on.mm•• ••• ••.- --.- , I PROPERTY LINE __ _ . PRE- MOULDED EXPANSION JOINT FILLE --_ -�. :: 4,+,: , ea" . . ; Id , JOINT �I APRON / I- v l k'\-..,:( ,N, cloxv . SLOPE;'. �'� f si S c,'I ..,-FV110,:-1; 1 4,1r. ' �, . ;� . � / ii11+. •. ty: • . ' #, ir•Pla Ps.- •- , fi Yr.-0' . , • V• 4 14;• L 2' X 2 ' X1•1 gCIL A 1 ' 1 FACE OF CURB I „ A .v. APRON SLOPE r~ 7 " T. = 0, 0729 4' _______--.----7--.. ..7.;_cf,:71_,:.,,,7,. ,_,.7.7-7,:-_-... '"T---i"--"--:-.... ,i.;1,..-4. .•••- , ..., s4...4-:: ..;..-:-.., -.- V77- v-1-:" 07--- 1. ii •� , '• !'i i 'u '• • �. 1,....,e„•..*, ..� '"4--rte " i A SECTION A- A DIMENSIONS (ft) X 1 a G � , 4J 2_6_ 21 3C 4.1111101010111111 AIMINNOMPsor NOTE : CONCRETE SHALL HAVE A SCALE: NONE CITY F TI GARD GRW. R. L .T. NIN . BREAKING STRENGTH / ^�---� •-- DATE io - s � -- 73 STANDARDSJtnRVDBY 7P4- , OF 3000 P. S.(. AFTER 2 8 DAYS . _„Q,, ,,,, ,,, ... COMVECIA ., 3IVEVvy ....„................. i .......... REV. !f..4.',:,:- RRAWING Nr' r ' 73 WU4G REV. '? • `�'' R'' 7/ - A 21i surrinmo uM .....!.- s 0 • I. 00 16"- 4•11 jr n , a+r ..- _ _ - — _ .. °. 07 s .• - 1 - . . . .•-.-. r 111111111111111111111111 iii --iI' I_ISIill IiiII_-Ii I—II _III. I I_I_I IIIS_ Il _iI_II._I I _I -i_I._III . IIIIIII IIIIIIIIIII ! III III III IIIfIII III II I I1III � IIS IIIIIIIIIltIIIII_iII IIIIIII III-II ! IIII III 1111111 1 _ : 9 3i ' 4 6j � 7 n11 10111 12NOTEIF THIS MICROFILMED 1 __ _ DRAWING IS LESS CLEAR THAN -�--_- iim6 THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL TZOZ 6T t1LT T 1 Al ----_ -i I� T _-- - T `r iT-_ -- T_ 6 13 L 9 i DRAWING. IIII Ellllllll Z1111 1111181 ZlIII IIILIZII III{ ZIIII ISZIII IIII IZ({I III�IILII IIZII Illi 111111111 'ill Illi IIII IIII1i ..altlll IIII I_ IIIIIIiIIIIII III► illl,lIII Ifll IIII IIII IIII IIII IIII flll IlliIilll IIII IIIIIIII. l Iffillill IIII Illi IIlI IIII IIII EIIII IIII ZIIII IIITIII ,.II M A Y 1 7 . . , 1 9 9 0 , X6 , , , . . .. . � . • __ter i • i 1 { :: ,,, ___. ___ , , . - ---76----:' , .----- ''. a Ik'' C ONC OOMINIUNIS 1 ( FO , SPR I NGWOODFORTH SOUTH ) i,1 ,,..--/-\jr--- . '.'IL •••....-N ........,.................:2„. - Th., . 1 ‘�� t i ,/;A-. /,,. \__ '--.-r r v1 4:".1.1--': �. ..12...1.11.1.1.1P-\1--\-- r 0 G 1 1 4 f ,rer F - •"L1; c. •'[�y �: ' '/"FL, c. -� .4T �. 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III I i, I ' ' ,� �� �`•• �`-/ ( (� r `` r I FOR CONST" I .T `� C� • ;f '4d--'1 CITY OF TIGARD+ I 3S�A.1��; �. dull.D Nd PERMIT .. • � • w �- a• �, c.7 1 ` v » Y ,di , �. ��+ / SITE ADDRESS r`;‘,1.1...,,f 7 rs J.�i.•a•�' PUBL4 C WORKS DEPT. I .411 I . ► 0 _.�_ - ~�►-- ,1_ / ! ITI.L-_..._ DATE I 8_� _ ' ;, -3_ 7� tea. , Building must be c Q _� • — i ► ' ` accrrc�ing to city codes and BUILDING DEPT. �nt,t.e ----- .►<"'` :,, fin � al Inspection mace before TUALATIN Ri1RAL _!� occupancy. a PINE PEP - F:.r `'�- CITY OF TICARL) D D .a .-4</' :. ..,��• FUR CO.. ^I CTI.. I ‘ CITY O•' :,L;,...i/ Nordin ad Arm,Dereivpsonet �'�,, li................_„,.....................,1 p ,.. GENERAL CONTRACTORS grSU6-COhTRAC� • �.,` TOR3 MbST RAVE CITY BUSINESS LICENSE Howard (.;laZcrAIA Lion.......61.... ,,„,..,..., ;tn.wirds lNf�E��wQV CITYPERMIfS PRIAAa.� .�_ TO TO Pk4ti:uRM�ING SkRlii��S' Akt Nlr�crvaf: '°--ii,„..,, --„,....., 2'I S of* Ihn&Ti $ti!!f pnatLa u,UP!'•'1!!y'+tM•� ��"' ltoJ) »?.t�'Iry 23)-his Vl I _. .. . . . . f [11111111111111111111111111ili I1ili1lli1l'i� l I1ili1i1i1ili4 i1lli1l1i1ili i i11l11i�i1ili� i i� l� l � i i � l �i i � lll � lli� ili i i�ili� lll� ili � i� ili� ili� i� i I i � III �tIi� i �l � i I �Ili�l i�l�i i , a NOTE: IF TF IS MICROFILMED ( -- - ` �L F I 1�1 11 1- DRAWING IS LESS CLEAR THAN � _. i L I 1 i -- - _i _ J THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL -- - - - - - - 1 - - DRAWING. [lilt I L LL Z 4L Z 6L Z TL ti-7.11i fill. I Li i I i t i [It t 8 9 L 9 i 19 f E Z 1�,. l' � � iiiliiiil.iiiliiii �iiiliiiiiiiliiiiii�ilii�iii.ili�iilii���i�iiliiiii�iiiiuliiii�ii�iliiiiiiiili'liliiii�i�iil 17 l9 0 1,, 1 4, MAY 9 ..-. - - -.--+.41.---... - - -'....-. .n.••m. .m.......!IM.IIII.MMI=...MIMOIMIIIMIMIIMIIMIIMMIMM=IlIllrMIIMI=..IIIMIMIIM.=.".. II=MllIlMMMMIIM..••"----IMIIIMOIMMIIMIMIMIII.M11.1.11.1.MIIIMMIMMIIMMIIIIMIIMIMMIMMIMIMMIMIMI,Il _, --_ �__.. - .��-- ---................00._y • BUILDING N PAINTING STRUCTURAL NOTES DRAWINGSNORTH Funol clodRPhall paint tied stain firslshes as racµ.iraw by the drawlers and INDEX C � 1 sprsti«Mows. Mrnuiarturer mert,iuned as c standard of quality . 1 A. Swim* Preparation: inspect all surface. to recti ve finishes. Surfaces S () Iii H - decd be clean end dry and free of defects such that a good, even, durable .�___._ ._,..�. - finish will be pradused, - -- SUMMARY OF THE WORK B Temperature: Apply exterior Fu. Weather and Tint materials only when temp- Z cause exceeds 50 degrees F for 24 Faun, and such temperature snail be C:11 C)A. Twenty-tour units ( 1.2 duplexes). Ties work includes all !abet, materials, cointained (nosing painting, until paint is dry . tools, equipment and services for the ccvnpletion of the ware in aecordcric,e C . lievtian: VModen,u�tnshi �rA Mp p shall conform to these speo i f i ca ti aril and shell l SHEET N O. V with the strewing" ; specifications . also aonfksrm to the manufacturer's instructions. Apply materials in suer a iiENERAI NOTES W B The Ainenccon institute ofhi memoir that the Wowing revues ore obtained: Ar,e tech "General and Sup f►I ersser►ksny Conditions t ions 1 . Smooth wellies eppearence. L iV E LOADS424 I . TITLE SHEET/ STRUCTURAL NOTES 0 ^ Contract ra of the gt for CoTruett ors", latest ee�f i t ion, is hereby road* cport of 2. Complete mate!: with approved islet. V these nt f leetions as fully as if hereto attached or herein repeated. CopiesROOF 3S P!R SO . FT . 3 . Close ,nushtsh with approved ceder ROOF SITE PLAN/ LEGAL DESCRIPTION of "Gemmel Coalition*" maybe seen as the Architect's office if not 4. Work flee of rens and skips. WIND. U.B,C. BASIC:` Pfit SQ . FT . attached hereto . Dosumerst A201 , SEISMIC . U.B.C. 1 OPl E II 5. Sir" edges where at teijoining t�terials or colon. 0 C; 3. LANUSCAPf PLAN C . Ire releteneiee strati be resolved as follows: D Coke Samples( Colon at be selected by the Architect. Provide 2' x 2' FOUNDATIONS 4 . SITE LAYOUT/ FOUNDATION,- UNDERGROUND UTI Il IE panels of exterior siding with main color simples. -- L SCe E. Clean Up of Fi,,,,�+hed Work: Leave all surfaces, not required to be finished Q + I I . The specifications and drawings rtrrntrol over Cade requirements whore 1 . Foundation .tees ,re bused on a total load bearing soil pressure of 1500t` per sq.. ft. S. FLOOR PLANS & EXTERIOR ELEVATiONS urines this sectirn, recur and free of paint materials. ,^ I the requirements of the Fanner exceed the Lefler. r. 2. All footings shall be foended on firm Jndisturbed original soil . V F . Materials: All point materials shall be +n,-line quality, as manufactured 3. All sootin shall be a minimum of 1'-6" below final V Pahxw Points, Pratt and Lambert Miller or as P grades w I'-0" below existing 6. SECTiOl�S b WAIT DETAILS, ' INTERIOR ELEVATIONS W left 2. (he Detailed Specifications corneal over the General Conditions of opprovea. AJI undercook glade whichever is lower, and penmen shall be reoarnnsfnded by the top coat n,ersufocturer lox the 4, All disturtxd sail shall be removed hand o i the Contract one the Special Conditions of the Contract. csotelitions of use. Paint contractor to certify that the number of coats and by auperatiox, from footing •,.osumrestiart to 7. C,ARAGE FLOOR PLANS, ELEVATIONS/ SECTIONS CC neat t i pees. 3. Between different drawings depicting the same Macre, that which it quo ily of points specified hove been (applied. Leave three gallons of each ti, Bottom of footings shall be stepped from elevation to elevation at 2'-0" horizontal to t1 drown to the largest ssesie rhail control , cola and type point for the Owner; label earn to indicate+ use I'-0" ver#'cal stepsor shall be sic 1 . Exterior Stained Wuyc,dwuo/c , Siding, sofitt material and all trim nott not to exceed i vertical to 4 horizontal when opptaved by the engineer Schedules MO-stained to receive 1 keavy coot transparent strain. Z O t appearing in the specifications a on the drawings control over roles on the diuwings . CONCRETE - CAST !N PLACE 2. Exterior Gal van i zed Metal . "M i 1 l ere" --- V Z N D. Employ a registered engineer to locate lines, levels and reference points. ist coot - Zinc Dust Primer #479 1 . All concrete shall drn develop a minimum 28 day labotory cured eampressive-cylinder Q 2nd (sort - Spar Enamel 2500 Series strength of 2500 .s.� . CODE ® T nA P ES0 E . The work hereunder >y+oli be aoaordinatrd between various seo3tiorls. If 3. Exterior Ferrous Metal . "Millers" 2. A minimum of 3 concrete test cylinders shall be provided for 100 cu. yards . Cylinders O any cooperative wont: must be altered due to lack of proper supervision, Ist ascot - Rust Control Primer #468 shall be tested as follows: 'Id 7 days; 2 g ' 28 days. Chereunder, or fallure to snake proper provisions in time, then the wort: 2nd coat - Spar Enamel 2500 Series 3, Concrete cylinder and testing shall conform with ASTM specificotiuns , O hereurwier shall include ail expenses of such changes as ore necessary 4. Concrete farm, mixing, placing and curing shall conform with ASTM specifications. Z to be mode in the walk under wee, sections arse contracts one such changes Nate: If metal has been shop--primed and primer is still in good 5. Conant, forms, mixing, placing and curing shall conform with ASTM Mensal of _ Y U 011111. shall be directly supervised by the Architect and shall be ,shade to rhe condition, first coat may be omitted, except that any bare metal Concrete Practice, 1973 edition, and specifications. Q ' sat`sfoction of the Architect. veil be spot primed . 6. At areas of depressions for slabs and beams, provide minimum thickness of depth asCL ZONING - R-7 PD RESIDENTIAL PLANNED DEVELOPMENT for adjacent areas unless otherwise shown. F. The Contractor shall prornpti,, and be+ore such coriditiolts are disturbed, d. FiatFIRE ZONE - �3 tinVI I Finish. Wella ice rooms except a, rprterd i:; f 5, "Mi I1"Miller" notify the Architect in writing of: CONCRETE REINfORC{NG STEEL 1st coot - Rubber Luse Latex No 6450 Flat. BUiLDINc . CONSTRUCTION CLASSIFICATION - TYPE V 016 i . Subsurface or latent physical oonditiare at the site differing i . All reinforcing steel for concrete shali oenform to U .8.0 . Standards No. 26-4-73 and moteriully from those indicated in this contract, or 5. Enamel Drywall Finish . Kitchens, baths, laundry . (walls & ceilings) ASTM A615 erode 40. SITE AREA - 120,006 sq. ft. 's"" to 1st coat - Primer sealer No. 6040 2. Al! welded reinforcing steel, metal inserts and connections shalt conform to U.8,C , �.. 2. Unkrenvn physical conditions et the site, of an uiusuol nature 2nd coat - Krill Stipple Gloss No. 6060 Standard No. 26-8-7"3 , BUllDING AREA - 12 DUPLEXES C 1l60 sq, ft,%eo 21 , 120 sq, ft, total differin►gg materially iron, those ordinarily ersaounterecl and 6. Interior Stained Woodwork . "Miller' 3. Reinforcing (minimum unless otherwise shown on plans) I generally recognized as inherent in worts of the cF,oracter 1st coat - Modern Wood Stains a. Place 1-#4 continuous at bottomed, top of all foundions and walls. UNIT LIVING AREA - 880 sq. ft./ea , 24 units 21, 120 sq ft. total provided for in this contract, or 2nd coat - #47 Gloss Varnish b. Place l'-6" x 1'-6" bars at corners and intersections for walls ora foundations 3rd court - E47 Satin Varnish equal in size and number to horizontal reinforcing. PARKING - 12 GARAGES 3 . Discrepancies between plans and specifications, or 7. Doors. Pre-finished by door supplier. 30 OFF STREET SPACES 8. interior Metal . Unless otherwise directed, interior metal to be 4-2 TOTAL 1/') 4. Discrepancies on plans. pointed shall be finished ,o +r►ratoh udjoinirsg suriac:es. If not factory a . All welded M ire fabric sFherl! conform to ASiM specification A-1$5-70. orirrierl, prime burrs metal as specified . fr exterior metal , a. All wire fabric shall be supplied and laid in flat sheets. --- G , Permits. Cont -cc:tor to obtain nil permits required. c. Parking Striping . One coat Traffic Paint (White) as indicote>d. 5. All reinforcing steel shall be detailed, fabricated •end placed in accordance suite ACI net• ilin manual 315-74. CONSULTANTS 9 H . Codes. All work will conform to Ioe.a1 agencies having jurisdiction - a . All reinforcing steel skirl i be accurately and securely placed. over the worn. . Work indicated to be of higher quality than the code VICINIIT1'will be done ns indicated. • la. Reinforcing snail not be bent or displaced for else convonience of other trades 1,i A unless approvedby the struc tura I engineer. • c. Minimum concrete cover from surfaces sholl be: N n c r- =s e. I. ovide all required tests and report: 3 . " 1/2" to bottom of footing - o - 1..- 2" 1/4" to earth face of concrete Structural Engineers DON KRAMER & ASSOCIATES 289-2661 H ro e J. Field Office: Provide end maintain watertight office for use by Center of slobs en geode i ° 1 h Architect and contractor. Provide with light, heat, table, bench, telephone. d. Electrical conduit shall be placee near center of slab. Mechanical Engineers PETERSON ASSOCIATED ENGINEERS, INC . 226-2921 { e. Lop o!l bars a minimum of 36 diameters except as otherwise noted. . Light, Power; Furnish temporary light and power complete with wiring, Electrical Engineer PETERSON ASSOCIATED ENGINEERS, INC . 226-2921 K 'amps as required for the completion of the work . LIGHT METAL PLATE CONNECTED WOOD OOD TRUSSES Landscape Architect WILLIAM K . ROTH & ASSOCIATES 222-5003 L. Hee: Provide tereponery heat for proper protection and drying of woof( . \\ ; I. Trusses shall comply with U.B.C . Standard No. 25-17-73 and all provisions of \ the design specifications for light metal plate connected wood trusses of the M. Sanitation: Provide and maintain sanitary temporary toilets far use byes FAv E QTc N truss plate institute TPI-70 except as otherwise noted. those engaged in wok . N. 2. All truss shall be manufactured by Air-King Corp. , custom wood components or approved. APPROVED FOR CONSTRUCTION Members shall not exceed a live load deflection of L/360 or wanking stresses for the N. Water: Provide from proven safe source for those engaged in rte work, P R o0 R ie s S appropriate material under a total load of 40 PSF for roof member. and provide potable water on yob sites for ourts,ructiors purposes. t 4. Truss manufacturer shall furnish complete engineering shopdrawingswith registered k. i i til professional engineer's seal .O. Maswh utwe;•ns are so noted tea indicate a storsdesrd of design arnd are 1 �( 5. All connection Plates shall develop the foie stress in member with a minimum - ~�IGU per--- --- - riot intended to be restrictive. Ali items submitted for substitution of transfer at anymember of 2000 lbs with a minimum size 3" x 4", _ ___-.._ __ w 'o „ Al, e,5 w i ,,IGT• EL 4� a o those specified shall receive prior approval by the Architect. e ere <,esRE 6. The truss meter skeiI submit a certificate from on independent testing ra.voe�,ro ,Fhoh>►sr,• tpP. 5++4 pP) H Gngs, prier to delivery totit NU - �: company that all trusses conform form to approved shop @ra ua i P. Manufactured articles, materials, equipment applied, iastellwd or cG•tTs;1Z _ �s •4ea`~ 4>±cr.+TTR jstiteite. Cost of all test certificates shall be borne by the ,toss manufacturer. NAILING AND CONNECTION SCHEDULE -. .---( U o E. erected as per manufacturer's printed directions voles specified to M, e�ua ` ti MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS d I. oxx,trhrssry. a �; Step **wines shall slaw all 1 x 4 ribbons and Noir fastenings to stabilize tee �./ S /1xN�(,u/0ep t ©orsrpphrslrxh members as required,'.. _._ ...___ -..(EXCEPT AS NOTED ON DRAWINGSI 1 U E I O . Cleaning: In addition to ye-hoerml brown aleroni perform a!1 of the Sertu-,�,GwOoc� NN L c� °4 9 rG, E►�6� H,��, FRAMING LUMJIER __ CONNECTION COMMON �° < fallowing: / - -- d ►� _ x t< u ern !I . All framing Lumber shall be douglas fir or larch graded to 1975 srondard grading rules Studs to Plate, = and nail 2-Ibd I . Clean pointed, o3eea+arotec and stained wore . ld for West Coast lumbar. or tie nail 4-104 2. Damp mop all floor and resilient Hoar coverings, .oaring aid Nc Tplates & bottom plates polishing not required. ,Q. 3 \ a. ,kuch.,ra►) light framing ing - exterior siva - etct 1r op p �/ b. Light framing studs - interior shrdt - studs - spike together 16d 'a 8" 0.C . 3. Clean and pc.lish+ hnardwuore, remove stains, labels, dust, point, etc. c. Structural joists & planks - r`? Fb • 1250 - lay and interactions 4-16d each side of splice 4 . Clean all fixtures and equipment installed under this osc+nh+act. d. Beams and sbrlttyett - EI Fb = 1350 Truss f-HI Simpson each endij 5. Remove protection and all construction debris Nem jobless . / pro Y P f Ti G.o. Mt e. Posts & ti+•.Faen - I Fb = 1200 .hist - to plates or beams - toe nail 2-16d O. Clean and polish all phase. • 2 . All members 3X or less (least dimension) seall be die-dried. - blocking to giant - toe nail 2-I0d /. All exposed exterior and interior surtoces shall bs alien of all marks 3. Provide solid blocking (same depth of member) at all points of bearing and Block ing to truss - each end I-10d and fingerprints and left tree from dirt, stains, soils and defacement of ,__ --`"""" I e 4 bridging ( Bridging to Q.0. maximum . dg�rWI "r-10d any ind. 4. A.11 plates and ledgers in contact with concrete or masonry shall bar pressure treated. Corner studs 16d .?i 16" k 5. Double all joists under all pero.fel partitions. 2X laminated beams Ibd r, 16 1 & B showered 1 W 1.---.. R . Debris: Do not allow deesis to ncct'muiate . On-site burnings will be allowed 6. For nailing see schedule and drawings . only if approval is anted by the Own or and all required burning permits ore t ob the i rad. C Y P p1 aPi ywood" .0 ) ARC. Sl M W. LLsOA1R0 PLYWOOD SHEATHING .4,,,/,.! .C,"j ttL,wAiio ,A a' edges of each sheet b elect(keg e walls 8d 'a, 4" O.0 , ti m �(,'� EQNAN CLAIM ''� S. Broken Glass: General Contractor is rreonsitee for drnsoged or broken „ en interior of each sheet r " A . C»ypsunu Wallboard 'USG or GOLD MOND 1�°2 a 5y'9 Fl+reccade, I . All riywti►od stheetlhing shall be Wetter with exterior glue manufacturer! in Rd o+ a O.0 . r f dted("14 glass in area of this project until sweep ted by Owner. 1 ASTM C-acs. Tape, point drs,pn.rd, metal accessories product of 'mourn aeeetdasse with prettiest stanslashl PS 1-74. bawd menvfiacsm. Comply with menufocturies printed directions arid a. Rxf sheediing - '/j, " Index 32,46. Wall sheathing .5/f" - Bock all edges with 2 x :i minimum flat ° non pP nN ), 1 . Provide punch list for Final inspection Deliver pucsrsntees, as--built AC t�� indicted sod required. b. Wall sheati,ing - 5/11" index 32A6. n' edges 8d '6., 4" O,C . `c° i ,-drawings and meinennanse manuals to Owner. II, Wble11s1ueaf gypsum board in tub alcove. 2. PI sheathingshall be laid with end joints sto ed. ' interior of sheets gd n, - % 1^ve°d1 8" O.C O.C . ii tt,, C. Ceiling firr~sfh; Idiotism and bath, machine applied Neil nge peel'„ texture; 3 . Nail as per sc`hadule and drowirgs . 1/2" gypsum gra{{ bead Std Gooier nails OF U. During of fie wok rho Contractor is to k.x one (I) set of drawings all oIars, USC Imperial 01Isea y oo:cxs,ic ,I Istrelurs ( pspeort, ) all ,rads, top b Mllrrn plates bluaei ing b ` t'?.0 . on whiff, its ted shish he rwsrlcesl (III changes which subekestfoIly deviate D. RC-1 Rasilfens C; Lehr& '0 partywalls. Install as aro rnvewnvctvrer's . GENERAL gypsum wall Wed D �"' 1!nom bd easier nets i I s SHEET N C recuts the oriel/al es-j- , documents. These drawings skill be turned over E. Caseect surface damage and defects, clean spotters and leave su,rfer's top 6 baIIO*+ plates hlocle Ing 6" O.0 O.C . O t.-• the Arer,,ts*et at the usM�letice of the walk, who, in Me, will provide ready ler painting. I . 0selsssel sultinetnr shall verify ail tilowirs#erii d fasdltlem. .. 2 the Owner wits, As-tic i t t ieusrIngs on rapr�stu de draw intgs. 2 . Shop drawings 'hall he required >n rsirsftrrtuelttl� steel, *voids and shall OT N!R WOOD CONNECTIONS 6CT IONS ft z le. be re'l,w d pier to fohrleotous. _ .� p, V. AN NMlesisl�, equipment, rustMwhtets�r�ed iterate ent± .mrkmarsssh1P will be 3 This structure shall be adequately bracers! for wined or esrtlsqrwk.? frnces PIntsss WI eMNlete - `t/8" r 10" A.B. at 4' -t7" 0.0. :r O , „��- `snare ! ler a �s --. of cell Qi ) hews ocrshla+c et,the pro so. _,...._..._ ...__ t,ntif lire total and well unfit !save Mnen iw� htteeilsesi ,hereto . Conrgat f� hums c,nd joists with sirhpscsn .11. maim hanvoni to iDsr illep etten�, of members.4 < U ct Q O F . - _ .. ....- _ ...._, r A., -s. liar 'ss.0 ...r F - w Atm - . eF�fit111t - - _ -__ a..ji L1H I iSII � ItIIiI III III IIS SII I � � �� � I I III III III III I�I IIIIIII I I III til III III IIS iii � i t � i IIS I � I IIS I I i SII Iii IIS II i , l � � i � � I III Iii liiIl � l Iii III I�III I - X11 I / I21 I I I I _I � 14 I 1 ILII I I Is I l7 � � � I I9i lb 111 ' I I 12 DRAEI IF THIS MICROFITHEN L __L-� - ` URAWIt�i IS LESS CLEAR � I_._.__ _ L_,_______ � I THAN 1 L J THIS NOTICE, IT IS DUE TO RE QUAL TTY OF THE OKIGINAL DRAW I NG. i E IiL iS�,L_ lL 1 L PrG l `rb_Z I tfLl t t T iT t Ell Ili,Yl lllSliti Ll19 I "s11-1'-- Jvl �L 1 .iiiiiliiill1iiiii1liiiliiii111111iiiliii11iiiiii111111Iiiiiiiiiiiuiiiiiiii1iiiiiiiiiiui itillI liii� lIIIIIIIffiiaiilliiihrilliil� iiiiiiiiiiiiiIiiiiiiiiiiiliiiiliii► iiiiiiiiliiiiiiiiiiiiiliiiiii1iiiiiiiiiiiiiiiiiliii1iilii . 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'- y --?-1- . ..' �.`: �-.t� __ _ I a "l ... . __ : ' ,., . ! , _ ____. ., ,. . , . ._ , .,---- -..6.'s\\'\\ ct ..:-‘ -Z.', , ., ' ' 4,. . -i.:.1- -: / / 4' .., 7�� .� 1Z r-.COTZM d7t^�►� 0 r---- - ....- , .., _.. • ____ ---_----- - -_ __=�,,,. _ ----- 4”S� eS co 1- F 4 J , r , w (i 1...t „, --: -3 lc,' Ef2)—$1111111111111r......... 11111111111111=•7111111111111111111EZ:Madlliloi.:_,•-11111111111111111t-:L.:: VE '� ' 27. 17 i N vE k?- Q v SAI-J rr, a.- s Cs‘,...)Ear, § Z 4 ._ _. 2 G Q x • 11 _. - ..... ..,,,. -................... -...,, ....................u.. iii. ........---............. .......,,,....- n.. ........... ..........._............................ ....MOM ... .............., -4.... _ �' w - LEGAL DESCRIPTION .___.. _ _ , - MI LE, -AL DESCRIPTION siteSituate in the nort4,west quartet of Section 34, Township 1 South, Rarer 1 Wesf, 'M11{nrnefM AAeridion, Situate in the no++rhwest q:xrrter of SeatIon 34, Towrshi 1 South, Rra 1 Welt Willomotte hbridlan City of Tigard, Washington County, Oregon, the south 270 feet of the following! P ^�° City a f T I fiord, V'fash i rtetcan Cex►nty. , L�rrsgon, the nor t}, 275. 10 feat of the fa(bwi : II �� beginning at a point of, the east right-of-way line of S .W. 122nd Avenue, said point kitting N$9.,�4'S0"F beginning at a point on ON* east right-of-way lint of S .W . 122nd Aven�.e, sold point being N89°5.4' So' E .- 1S1.) '1J a distance of 107:.94 Feet, arid NO Ors' 42'W a rfistonee of 40.00 feet from the wee ander e•r+,ssr of a distance of 1077.94 feet, on t,40 005' 42" W a diskonce of 40.00 feet from the west quarter corner of v it <,` '`�� said section 34, and running thence t`10135' 42"W on said east right-of-way line a distance of 545. 10 feet; m said section 34, and running thence NO°05 42W can said east right-of-woy fine a distnnee of 545. 10 feet; L .� -� 'w nip r,/� thence 1489j0j52'27"E a distance of 270.00 feet too point on the west right-of-way line of S.W. 121stthence 27" Avenue (CR 't2005) ; thence SOo0r7'33"f on said right-of-way line a distance a/ 545.25 fret; thence N 84052' E o diNanoe of 220.00 feet to a point on the west right -of-way lira of S.W. 121st ��- If�', . �,'GI�7Eti t t a.4 :.-! 1 Avenue (CR E?Ot35) ; thence SO°07' 33" Eon sold right-of-way line a distance of 545.25 feet; theme v �u $89 54'50'W a distance of 220.30 feet to the point of bawl nnl rig eon$a i ni nq .36 acres eiosr or I ass. S R '54' 30" W a dkta nce of 220.30 feet b the paint of bepi nnl np contai ni nQ 1 .3Q Dares more a less. 0 0� SHEET NO O ..+1);.. .‘116:14( 111 '''.' i^- 2 , . ;611 N . n ..� Q V OF { , r 4011417 • •• '.41111k,71111111.11INNIMISIMPIIIIIIMININNIMMIMMIIIIImmummummempiimpr. 3 --.1 .----- '--- '- .----'------------ +.� _ < i . limunellinlillINSMINEIr w ,. P ai �.. .,.. ligneillilla- 1 _ �� _.._.. ..._ ...r..r+..rrwr.....a.r..��„�..... l III 1 IlIIIlIjIlI ill,Ill►_IlI' 21I_lI.j ill I-Ill I 3I Ill j ill1ill1Il-i ill Ili IIli jI�(ill jIll1IlijIlI illjIli IlI ill il- I l � illIillIlI ISI hilIIIlI illIIIIIII l ' IlIIVII NDTE : 1F THIS MICROFILMED i{ 41 1 611 ' 7� 1yL I t ib1 111 1 �DRAWIC IS LESS CLEAR THAN THIS NOTICE. 1T IS DUE TO THE QUAL ITV OF 1?# ORIGINAL r £ Z Z L Z Z Z Z S L 1 L Z 1 (�[ I L j 1 1 t 1 1 n 1 8 t? L 1I8 Til ► £ Z 1 ).�M DRAW l t�. 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I � I 41_ I .- 1. - � I_. 7 �� 1 I ✓l. �� I_ 111- I ��I DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DILE TO _ THE QUALITY OF THE ORIGINAL __ T ��- DRAWING, E Z LL Z 4Z Z Z �L 1Z L 1 1 Li 9(1 1 1 �1 1-7-11i 1 lA 9 L 8 tL 1 �Be [Alibi! iii111 �I 1� �� 1 i�►�1 11i 1 ililii ���� 1i1iIii11 ���� i �illilllll ' 11111111i11►i11111i11 ii111i1H 11I►�I11111111111111 I1111 ►►iiIii(i 11111111111111111iilllilill► iiiiii1111111161lilt iiiiIiii► iiiiIiiiiiiiiI1i i►i11►i11 illllllll • iii i ii i�iili iiiiliiii� iiliiiiili i I.ii li 11 �1ii i 1 1 • MAY 17 , 1990 .. .