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7300-7360 SW HUNZIKER ROAD F EJ LATum FkGM t7o& NIT ,►.RY 1E,E£ Nov e-R F� An; a ��Rc,� ,� E 0 F RC M c ,,T r C1,F r , c-,xRC� U �I i7 f� 7 - Z Z �•�� APPROVED FOR CONSTRUCTION _ XQ CITY OF TIGARD y 7W W Z PERMIT NO--:E /E� SITE ADDRESS 7-300 S9,e yyA i K�/' C Q Q L7 �\ BY __TITLE 4.J 2�5 LA 1 �\ C M w 'elf 10 �or-AE aC, OJ Vis. _.: - - _- - - O , ATrkNEti� E,ZER � 0` co 4 - t0 LA Vi �' „ •� ,.�'/ �, �. s A T c. F3 V Ln F Q 5,e I '"f `l�� \ 4 F i R F. V 44 C 4 • F 0, ,%,*,G j •2.v Y hC N 1, ti c� r FL Iwo �7 \ �, ilii ep i,r — — I 1 \ ✓ _, '� `` ^lam � ` _ re E FE Qt- Z. Zoo CFO Air ` /� i • % , ' 554 ; �► /� I �/ �,y �, .� p� . b" A4s* 4,V 1 DOnto Drawn VA Checked Byo- r PAG t I � Ill `;.. 2�' v '�.,' • .�_—..Revisions: ,� b _.'• I 1 � /C • , Ave.on,R 0 V . Sheet Of job 0. .� -aider, ,� � � � ____ . _ .... ._..__. _ - _ ._........_ _...... -• -- . _ _. _._...�. .. ...... ..,.....,�......___...�._.,.._•........_.r._.. ..,._,..�..... Ail- .. rk i � t � i i � i � i i � i i � i , � i ti i i i i i i � i � i i i i i � , i � i i � i t ► i � i � i i � � i � i i i.i i i � l i l l , i i i � iii iii lit `i � i�i i iii iii i� i� i �i f iii F � � � � i � i � � � l � � � � � 1 � � � � � i1 � � 4 ' � ' l � � � i � i � � � � i � i � i �.7 � � i1 � � � � � 1�� ► �I , lb if it Jill 111111111, NOTE: I f THIS M I ,Rf I LME O DRAWING IS LESS CLEAR THAN _ I THIS NOTICE. IT IS DUE TO II THE QUALITY OF THE ORIGINALtill 'i, DQAWING. l�,�, �«, ��l�i�� ,s�i lI ��I� it ii�li i� ii • , MAY 22 - ) 1990 PHASE TWO PHASE ONE 1 J a ;i S 87°22301.24' ,43"E \ r�o �-N D2AWIi� I D�}C s,r s, so ,. _- � ._ _____,_-_.r_-_ .__.._�__, ________ NORTH TO PORTLAND T -_ —7 ._---�----f---------�.--- - --�--� \\ A I kAA17TEV- grrE: PLAQ iwDEv, V ie_i"rr� "AF 00TEA, VA11A \� A 2 FoUVIDATI00 PIAN 4 pE'TAILtj • 4T;L0e_TJRAL Q rT'E's V_TH A ¢ IzocF- F A"IWct PLAN F%^AIwdC DE'r'AILA, _ ( � W _ � A g LovvF-¢ FSR. pLAI,I PLAW • hTAIK. I •� �' � �' l��o �� N 1 _.____ _ _ I A !o uPPEVL �LOOW- PLA►J F CORE PI-A►+I STA (L 2 t�TIOW �..�.. _ r 0 q 7- X?t R InR ►t-�TbR.IG7iZ EL.EVl4"'T'141•l�s r/kFR 'n v --- __ ♦ _ PLA►1Ab -tLX,. 0;ec.T1QW _btb,./AToK- S�AI`� HILLTOP ES3 , o CENTER A to uPp�fL t t-��^ieR Fc�-. f'Er�r�T6D �tr�i►- P N'.� m vARNES 21T-17 / ' / \ _ --- -- -- — -- - -----,.� J STREET ` TIGARD HWY. I A_ - \ to �� ,� ` �' ,,� Y� � -�, VICINITY MAF' B ' .-._._.__ ��"•-� rte- � �'� /' � ! ' l' / '\ / / ,i , I NK.. C -� SAWN LUMBER: Sawn lumber shall conform to "West Coast Lumber Inspection Bureau Grading and - ----- - -'f__ Ru . - „ below: v -a`. - Dr_'essing les latest edition. Lumber Grades shall be as - �, �,,� /• \ac,.0 `' Member Species Grade Fb(psi ) All Studs and Blocking Hem Fir Construction 825 W Floor joists Hem Fir #2 1150 (Repetitive) - --- - -- - d , \ \, Y_��• ' � Roof Joists Nem Fir #2 1150 (Repetitive) 0� 1 _ j ` s,�, \, �,rv�t,��; t� ►� 3�t`c� Wall Plates Doug Fir #2 1250 All nails called out on the drawings are ctamnon wire nails , unless noted otherwise. All 04 - - - - C b'!' \ S9 0 z I framing shall conform to the Uniform Building Code, 1982 edition. All nailing not called e _- \X �, O0, Iv �' 0 I out on the drawings shall conform to UBC Table 25-P. c. .� i �G��op+ fi�9•o -c.�•v .. _ __'i2-� �, 22 -o < Y �,, , PLYWOOD: Plywood panels shall meet the requirements of the latest edition of "U.S. Product } o \ '-�- y`1 m Stan��ard PS-1 for Softwood Plywood". Each piece shall bear the APA grade trademark of the i I / i \ - ` i O� American Plywood Association. Plywood shall be as shown below: � � ----- P., rbc �1 �"1 C _ I Grade Index I I � --- -----1 r��tix_ sc.oPE 7ki j Use Thickness EDcfEr OF PA\/F►ds:�.T / :/Z � BY-TILIJ G4k C'. G-r►4v, pNAtrd -___�_ � Roof 3/4 Struct II 48/24 Floors 3/4 Struct II 48/24 o Shearwal l s 1/2 CCX . I � �- Nailing unless noted otherwise: 10d @ 6" O.C. at panel edges. (roof) i I I 1 \ } I i W � lOd @ 4" O.C. at panel edges. (floors) �� ,1 � r � � �- �� 1 Od @ l0�� O.C. a t pane 1 interior. (floors) 7GCL1Pf+�75�9a' �..° 59'-v '7GOWWACTSC8�-fiMs59-GjM _ II 5PAC.M,a9'-0'• 99-0 *22 a lOd la 12 O.C. at panel interior. (roof) N 87 28'01" W 607. 13 _ Floor plywood to be glue-nailed. GLUED LAMINATED MEMBERS: Glued laminated members shall be fabricated in conformance with U.S. Product tandar-PS 56-73, for structural glued laminated timber. All members shall PHASE TWO PHASE ONE be fabricated of industrial grade Douglas Fir in accordance with American Institute of I _ +----- throughout. Each Timber Construction (A. 1,T,C. ) specifications, using water resistant glue ,. I member shall bear an A, I,T.C. identification mark and be accompanied by an A. I .T.C. certifi- cate of conformance. One coat of end sealer shall be applied immediately after trimming in i ASTER SITE PLAN M either shop or field. Shop drawings shall he submitted for review by the Architect prior to fabrication. Beams shall be: SCALE 1 " = 30.01 REINFORCING STEEL: Un•!ess otherwise noted, all reinforcing 1--- teel shall be deformed bars in accordancwith ASTM specification A615, Grade 60 of the sizes shown on the drawings. Beam Depth Combination Fb( I F psi! E ksil Reinforcing steel shall be securely tied in place with #16 double annealed iron wire. Bars All 24F-V4 2400 165 1600 shall be detailed in accordance with the "A.C. I. Manual of Standard Practice for Detailing Reinforced Concrete Structures", latest edition. Detail drawings shall be prepared and -- -- «- ' --�� - -- -- submitted tQ the Architect for review prior to fabrication. A minimum lap for, all bars TRUS-JOISTS: Shall be as manufactured by the Trus Joist Corporation, Shop drawings shall DAT A GENERAL NOTES shall be 30 diameters, be reviewed by the Architect prior to fabrication. Shop drawings shall bear the seal and PROJECT signature of an Oregon State Registered Professional Engineer. � _, , REINFORCING STEEL PROTECTION ��'�" � � , v,��j ; �0�� -- •--�-------- - SOILS: All footings shall be cast on undisturbed firm natural soil , free of organic mats:rials. CONCRETE: 'The selection of materials for, and the mixing and placing of all concrete shall U5e Protection f5o6Ung excavatic.n shall be free of loose soild, sloughs, debris and free *i er at all times. conform to the requirements of the "Uniform Building Code" 1982 edition. Proportions of . ingredients for concrete shall be established it the criteria of Section 2604(6)2 through Slab and Wall Bars: Interior faces. .3/4" SHOP DRAWINGS: If fabricator's shop drawings differ in design or add to the design of the 2604(c)2D. Materials shall be proportioned to produce a dense, workable mix, which can be structural drawings, they shall bear the seal and signature of an Oregon State Registered '`�+ 7' �� laced without segregation or excess-free surface water, Water cement ratios for various Exposed to Weather Professional Engineer. Said seal and signature to be affixed prior to submission of shop ..�..._.J A. �'' N.,,3 P . . concrete strengths (f'c) shall be as shown below. Concrete strengths shall be verified by or Earth. .2" (#6 and larger) , drawings for review by Architect. General Contractor shall review and approve shop I I C...,r 10'' /�� standard 28-day cylinder, tests 2" (N5 and smaller) drawings before submittal to Architect. Max, Gallons of Min. Sa::ks of Footing Bars. . . . . . . . . . . . . . . . . 3" DESIGN LOADS: In addition to the dead loads. the following live loads are used for design: It" C: �`.;� W � f'c fc Water Per Sack Cement Per Yard Max �i� � of Cement of Concrete 51u�m�• � �. ; STRUCTURAL STEEL: Structural steel shall be A.S.T.M, A-36, f,i - 36,000 psi . Structural Roo' 25 PSF r �, - Floors 50 PSF 2000 900 _~7--1/4 5-1/2 3" Slabs on grade, tubes sha-be�.S,I.M. A500 Grade 3 f - 46 OUO psi . Desi n, fabrication and erection no special inspection shall be in accordance with the latest edition the "A. I.S.C. Specification for the Design, Wind 80 MPH exp, aG� s: I required. Fabrication aild Erection of Structural Steel for Buildings". All bolts shall conform to Assumed Soil Pressure '1000 PSF the latest A.S.T.M. specification for A307. All welding shall conform to the A.W.S. codes Stairs 100 PSF 130 for arc and gas welding in building construction, All welds shall be 3/16'; minimum un- 311 Foundations..,;~ � � , " 3" Foundations less otherwise noted. Welding electrodes shall be F70XX electrodes for manual shiel,ied Earthquake design based upon ULC Zone 2: K - 1.0 CS = 0. 14. Earthquake loads The use of calcium chloride shall be limited to maximum of 1/24 by weight of cement. An � metal-arc welding or equal electrode for other welding processes. Welded joints .shall resisted by shear walls, r air entraining agent„ conforming to U.B.C. Standard No. 26-9, shall be used in all concrete conform to A.W.S. prequalified joint details for welded construction. Shop drawings 1982 II -I I• �l ; ,LIp mins for work which is exposed to earth or weather. The amount of entrained air shall be shall be submitted to the Architect for review prior to fabrication. All weiding shall All construction shall conform to the requirements of the Uniform Building Code, 5 . be performed by Certified Welders, edition. 5'A, - 1 J,' by volume. r , �4 Issued sheet description job ` �� .1^� 191 �� = no. revised MASTER SITE PLAN I 30.0 -^ NOTES O ca PROJECT DATA GENERAL O Q !■�� DRAWING INDEX VICINITY MAP 0 E3�LLEVUE, WASF#INGTON 8800!5 • 208=4155=5238 R01015MIN-JOPF"91111111 Noll 11111 00111111P11111 I I 10-1w- - .�' Ii I III Ili Ili Ill ilI iII I 1 ill Ili Ili 1 1111 III III III Iillll � Ili iii ill iii III I 1 Ili ill ill �Ili IlII111 IIiII I�� Ilil iii iii ililill�illli 11111111 1111111 1111111 11111 1 �� ` - 1 i I I I I I I I i ► , i i III I I 7 1 �, i I _ 4 --- - Nn IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN _ TFI I S NOTICE, IT .4 S DUE TO --- -- - — ----T1911 � .~ •f THE QUALITY OF THE ORIGINAL Z Z LZ $ 4Z 7 f.L L iL 7, gT- ft�i I Gi--- >z i 1�i --- 9 DRAWING. I. 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'� •- (4) N5;/I('1 coo P'I G}II .4 K4 X I(cl' -r I" Ip INSLiL �L >E a V8'v ° o FOUNDATION PLAN .-T7- 'of ►t" — em' x�' �/t4 >� 11�4�1 /1� / SCALE 1 /811z I ' - O" ,} I'2" '��'' + � pL�►-te I FOOTING SCHEDULE _ _ DETAIL MATRIX - — �. _ SIZE T RE - STEEL ___— _ f i I Aft- MARK , A2 ' I 1 2 1 2 3 A S'- 0 X S' - O 'I I 1' +1I < 85 � 4 DA(Z.� E. W. I �/�� + � � � --- H5 ---- --_- 1- 54 x (O' - '-� ._._.. I�- 4N _ (o) i�_ -�j ti &A 9-5G, W. A I /2 � 2 ' `A,� N ld� X14 6A*. j c1 4'- 10" X 4'- IOM I'- 4-111 (4) 4- 4AIZ_'a e. W - -_ - --- 4'- 40 X 4'- 4.M I'- 4 " ( q ) # 4 DA W-'5 . W, - - - - � - _,� - __ __ --� - - - � - X11 _ L ' SLC I ti I . • 1 C L T t� ps L_ -r r F•L� I N t'l mac^_E ... y Al A2 — yA2, A'2 At ' I �� D _ 4" 4"x �I1<" F-ok. c�k'[:�-, A 2 � A•G.,G. I�F' I ,F.4 J' , .! �;�" f•�� ', u�• 3,A 4, E� '?,K ,EI l A2 e R- � T.I�. - E� PI!-TA,I L. 7-A2... 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SIp� VLTZ. ` *' ?/2 x 13/t xY4 SAMb M, diW- I �}WId �I d u1vt P� ( I -- --- - --_. _ _. _. _ _.._.._._._._.__._ �� ----------a __..... __-__ l 6 a- _ .. ..--- -- -it - __ _ •..._....__. t _ _ w N i I �... II N '5010 Ari - - - - - _ -► - 7 Y2"� 19%h.''x y4! 471Di► PL7S. I i 3 ( 4) S-r A, -pL_k'S `rte c) a '' — ; 0 �� '� a, Issue sheet desoription job - re SOL FLOOR FRAMING PLAN 1/8" s I'- O" no, I' l Q 9 A 91&5 cc - c cw °..gip..• •.i L+ FRAMING DETAILS I - I - O Q �3EL.LEVUE, WASHINGTON �18005 • goy-485-arae �� •,. . , . CO j .n .A' Oa _A r•i _ ^qs 1°I� H _ , 91 t , • ' III III III III III III III I I III III III III III III III III III III III II . lil III Iii I I lilllll Illllil lil 111 III I I I�I � ! I I � I I � � II� SII � I1�1 I III Ii1 I�Ii1ll I �III�I I�III I .,.;.......,..-_. I (. L. 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I✓GC 3%4 w/ V,/= 544 EN Gv I _ � 3 U2p _—_ _ _ AK-lQ 2' <� (tw_- � 4 x 4 '' ti4 15116 ° 4_ org5 A�I L Ay v� I ,�� i�"E:.�L -T-UF�� - �GGO 3 %4 - � �I N i II •• 5WI SIDE OtILY w/ 2 -A & 5`T-UDS L Icq 4 �: �} r /4. 5't'L!✓� Tu�S (JAIL l�A lJ�i L b r�Es�j w/ 10 � G� ls' eG IU PIbLD. LO;, ALL �DL(k�j, HD 5 �• L-Qj) S,AW6 P,'7 �V,/- I (yllfl�j �I U II c5vi _ �b 11 N II cwl� � � Y .,• Itp�s ------...____-_.__----.--. ....__.._. __............._._.___..........-.._.___-.__._...._._-_____.....___.-__y__-._........_...__._ -_._. ____ p Issued shoot idescripticn oRti 4.. a �,�r 1f" . ''' h I 9 M 19!7 7 �r n •� ' d +1' .. a I�F ' .,. 1 � . � ' J. �(. 11 1 11 n .�a t� :�� '�� '�: � �� ,ti "�•- :�• � �'�• I„ Iv a� rev�lsed ROOD FRAMING PLAN I/S � I - C , �.� � �,_, � �t' . � � , �. •-' FRAMING DETAILS 0 At,. III►►,, 1p yp� n �.L EVli Es WASHINGTON sisoor � eoB -455 '5235 �` a . u, a co �(� ,'..-, '-li•A,?:._ .,!..,.. .. , ."M. .. .:,'' ;': "'�1^ '� �� aitn ":lit!. � ' l; <±+ w ,rr f .,";y�•� ;11�gg1iaR; >4,�a. ''�"", �a"'�' '"''�t�, '" Cri� .^,,, � 11111111111I111 111I111I111I1I1111I1111111I1 L1111111111111111t 111I1111111III1 111lliillllll(1111III11111 �II1 illllll 1111111 I�IIIII 111I111� 111I111I11111 111111 11111111 1111111 (1111 •---° 1 2 3 4 5I 6 I 7 I R� 10 I 11 1.. NOTE: IF THIS MICROFILMED -- ----- � ------- __ L-------------�-- I DRAWING i _ L---- - - 1 S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ' - - THE t,H1Al ITY OF THE ORIGINAL 1 r---- -- nanw[Nr;, £ Z BZ LZ Z 47, Z b7. Z [Z Z 6[ �[ 1 G [ [ [ [ i �[ [ [ [ t3 B G 19 4 ib £ 1 Z . 1111 �i1ili1ii �1i11ii►i1liiiliiiiii�!liiiilii�liiiiiiiilii�iiiiililiii�111iii1iii�lii►iii�iliiiiii�illiiiiiiiliiii�l; 111ii�1ili ii� 11 I 1111j11(111111111 I I tib) 11 111111�1�111111111 11i111ili1iiliiiiiii1111111i111i�iiilliliili�l►111111111111111111111111 11111 i11i1i1C11i� �� I ►11111111111111111 MAY 22 1990 Aw Y" a A I'/t Y I it 1 2 3 4 V I 1 AiZDv/I INALIvi_AIL_ MILLED F-9.0102 C0 1� 3/8" , 4'/t-" LAC(', IIJTo 50L I v -/ / E3 LOGK_i►�1Gt OR- '�'TLIVS - PlI 001-F—s NAN�KAIL. C" r -IZ SNACII:K) Z\\ sit �.u --- -------- 20`- 9i1 201-0 N 20 o 1- N ' q - _ _ ---- - ----_--_---- - -- - - - _- - _ - 2 0 - 9 2 4'� =�PA C t{Z 9" 19►'--311 'I \ �- hE w/ALL 56GTIOI,15, - SI-�E�-T A-9- folr- µ0T E 4 DIrTAIL IaX-(: WALL P.- 'SU 6A'T I►.l:+ULATIc�►,1 ' HANDRAII L TAI L= do SCALE: jr _ I -O" /(`1`'; A11 F , d I _ �i I G!✓ILIt.3�,1 .JOI'aT� Lv 1!r'Io4 3/4 NAePt,/001? GAF' I ! I _ r , n I I/2 PL-(�D o/ 1/2 .c 2 /t. WbT �AILPy G � I 1015,11 p b of IT L'I:n Nd -�I _; L�1►fl w/ 1=A�i6D EsDll��j w/ 5Lk11• a tb`.a EL. 3t, I I TELEPHONE HALL 2 RAILING CAP DETAIL _ SCALE 3r - I'- Oil 5x to -lGY7{Z_ dol �-T'S IL"ec I I c,.w.t3• rl''(P 2 x 4 ��ILII►.k.:t P-AFT�k'_5 r I _ jI��M . — - _ j r SUfiPEjJDtD AGC�VSTIGAL L.4� 114 GLILIIJC, y i = s � Calp @! 1 aD _- _ i l I I II I I I� �- -r.��ti S E�� - ' I 1 ;1- tr� w ,1 M I EL EV. EQ. ��, _ l 4 x s 13�►M --—- /- 3/41 F'r(v�/ta T�L-�►Com• I I IL1'>e 9-S 0/(3)Z K IZ so!0� to�-�M {I I I _ I V✓G�D �1C,IRT9ah(zD \ I � a _ STAR 2 � � I - - -- --- - - -- STAT I `" TOP off' { I ! o _ SECTION - STAIR I o-r 1� L I../ 2011 - - SCALE 5/8 " — 1 '— O" J ELEVATOR r' F 3. 1,$ I ° 1 II 101-0 o ------- 4- 1 g- ¢ Io-o 5 - ! 4 201-9 " 2 o'-011 20'-91t �, - ,�---------- -- - _ - ^_ _- --_ ___ --_ __ -.- —� --- -- -- -- ------ -- --- - - - 1 , - --� - -- ---- - ------ --- - -_ _ _- -2G _- i �. "t'�,€w✓��?,� .r.qG� _ rr t-S I :'.•^f' Ate'S 1 ,�'/l 7. 1 �1.T.5. - { 5 °, � ttl I i ai II / LOWER FLOOR PLAN ��- < - SCALE 1/8"= 1'- Q" ��Z--- VOIC7MEN +I ) JANITOR �� MEN = o ELE 0 S I� 20 � o� C acc��f'AM7" �-vot� F•x cEF'r)5 5 r ISR z c7 C.0 13015Rk. E5 -Ac34 4 � , F Ili`" . C LEV.. 5F-�T.-7' - - — -- WALL, w, 2 ri c� PAR-TI`rIo► a 5 1 I , 12 -5 5 2 IZ � - I LOWER FLOOR CORE PLAN rSTAIR - _— SCALE 1/4" = 1 ' — O" y 5 I Issue !98S shoot description lob d O revised LOWER FLOOR PLAN I/8"= I'- O" n®' 0 O � - LOWER FLOOR CORE PLAN I/4"= I'—O" SECTION — STAIR I � BELLEVUE, WASHING TON 98005 • 206-4!'55=BR36 ao ( 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 l l Jill l l l l l l l i l l l l l l l l l l l l l l l l l f l i l l l l l l l l l l l l l l l l l l l l l l l l l l l l - ,,.,..,.....--•�- ---� -"'""""'"'"'`�M�• '1 1 1 1 III III I I III I I iii III III III III { { { I I � 1. 1 i l 1. I I I I I III I I III - 1 1 I I 1 4 1 5 I I � I � 7 III I 19. 111b I 1 do VI RRI J I NOTE: IF THIS MICRO'ILMED �— -- --_ -L---- 1 - -�___1_ _. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL -- T -- - T- DRAWING, E Z 8Z LZ Z 4Z Z Z Z iL Z et I Gt t t 6 18 G 9 I 9 ► I1E Z t ,. �. IIIIIIIIIIIIilllllllllillllllllillllllllllllllll VIII IIII IIIIIIIIIII I I III II �� II IIID IIII , � ,,, II f _ I I I II�IIII II I I III 11111111 I IIIIIIII . II II.. II VIII I I I fll� IIII IIIIIIII IIIIIIIII III IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII(Illlllllllllllullllllllllllllllllllllfl 111111 IIIIIIIIIIIII►�IIII , 1990 MAY 2 � � � r w • D 1 1 J Z 1, tl 5 -O" ROOF ACG.f�i O^TG� -- - — 2�_�;,N 1; t WALL StGTlo�JS►- -s tar:.�s1- A-'9- `rt ( -- roR woTbS DLTALcv C 6XT. WALrL, I � T r — 1 pp fQ� �I Za+-O`1 --- - 20 . pl 'l q'-p� ajtl ►-� . F 1_/�M f= c�-&I E �a7 ►Z +� v 1 L ------ - _ c T ' 3v �� aTc1 it 911 t oR t�ARR16Q r- A Ol f—iRF c,.W 8. o/ 2 4 J-r1 S•. `. 140Kot. s/ad + rt- � i) Z,•r v J S�"�• c,P I ti q ac. _ - LV 'aTEl�4 NLc:Ess DDEQ. — �, o/ +►�fi1DE Of' �� TUL i bLor IL14f C 4,546c- A f WELvEV To 2 '/2"x I/S" 6AIL i i I 5/bd� �TrE:I. R.i►J4� r/1:L17E� Tt� { , 1 STi�I►.tcltiZ'� 12da - AT(ALI-I Tt, 'tCLID bR5 1/b''x z '/2" l_A61 i � . �- f I / ppgppl 1 EL_EC. ,VR0 M ► ,� STAIR 2 Q,Iii', � ,• « { 00 I PROVIDE 31I ,c 3i1 x 1/4'I LS L? &M E I g/b 'r"{� x �t•�A/�S. - '(`rP. v�/E�.oED Tb S�tz1u4ER5 arTAGI-� I ',OLID bLc e -L lltJ 1 w/ 3/811 LAIC 'SGV-EW''j f \ ........_ 1 ' y _ — � rig 47 1 �iT 9 5/b" T-rPf: 'X I r;.v�/�. o/ 2,L 4 15T',. � KAw- _ H TEL. i ' I `� �� -- s ' f �� I 0, � Susp LAY. ILrI ACou�TIGr_ � 1 Q r- I Z - �-- ,) 1�� 5/+' PL-0/D. o% �2,a S .1ST5.�'� Ito X. I ' C - t7- MAY wa 4x8 D�-1 = ' � — a JELEds Ptr K lgrr tvK or d _ / j r p IJ I•% fZ EL IEZ- fzOOlA - I ci W (.� �JI M - fi-- !'------1411 PLYvJ D: EAp�S Rlsttz� 2 ,� IZ S tz-If~I E�� - / _L 4 113 10 STAIR 2 ,. - �` -- - TION STAIR 2 1 SEC a+ --- SCALE 5/19" = I - O le I I / OF — T- __---- -_-_ _ _- ---- __ _��c--•• __ _ -- - -- --- _ _-_ -- E L E'�ATOR r 1 - 1 { 1 n' II ' i 11 f 11 �• i- 1 .. N l o-a 4 I c�+ q" wli fill 20 a I to o q 3 _ _ . ♦I d 8' +9 o1 pu rat - ! 5'/Z" ------- ----- - ' 20I12' S'• 41 ii 21 �I, god 5 Coy-- - ----?-- 1 w 450 1n I I p EL_EC. 1 WAL.L47 w/ 2 K (o PA{ZTI-TIQI �S 9 rolib p�f� * L Alk] S I UPPER FLOOR PLAN _ SCALE 1450- I -o rLr-Le1.__.--' 1 _J� /' 0 5 Ib 20 t J _ LAvDEIt. WOMEN \ AN IT v �I E_�i j Q' - ---- 1 0 � I . em Icic. F-' 944 Stitt -^ _� - - r. 121- X11 SI=_2M._�—_ A5 0 �- ',o'_ X11 ----._ .__ _ -�., c►-J !y R_ _ STAIR 2 UPPE R FLOOR _ CORE PLAN ( 2 ) SCALE 1/4 I' - O" A Issued l 1 �r sheet description �� l p A o w~ , , rwlteid UPPER ;-LOOR PLAN 1/6"= I ' - O" J p cc ►. : O (� + UPPER FLOOR CORE PLAN I/4"= I' - O" 6J 16.11 SECTION - STAIR 2 ®ELL.E�/UE, WASHINGTON 98005 • 806-41555 236 rf.MMYlIr...w- -.. ' , c ' Ifl+ill�,llllll , 111,1,"111111 , l1lll1l11, I11� IlIy, 11�Illlll; 11, �,11�,11{I�1 ; lI {IliI1fIII�I T- THiS ko- tJNOTE IF THIS MICROFILMED 1 li DRAKiNG IS LESS CLEAR THAN NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL £ Z f�( L Z— �411 4 Z b _ ?; 7 I Z �_f3[_ [ G l , 1 T l t:I I 1 l j 8 - IL �l ,� 1 DRAWING. , 11I 1 1 ' �11 fir. I{► ►►„�„i �� 11�� i��l<<i� ��l�l�l�illlilllilillllllllllli�,�lii�< <1<<l�iii 1<<iliiil �lll �ii 1 , iiil�lil ��iti� l� ► ill , �l�,, , �1 ��lilli�ili,�ilii�{ilii{�� l� i� i� �i��li ii i .� 22 ) l 990 ;1ww. • Fi "�� r� ��- Y 4 � �I� • F 1, ! �..r..is.raacs..�._ y �. i�: -a' � ,� c�,,,.� � , ��•(. �`: 1 �.. $ 3 le`R�'.�1'MJ�I ,��'�i , �� rtF.'�Ps a Via. v. �3�y�� p.?F. ��T y�^�,'Tt {�,,p? •.x � ... �.: 'i.::F''� •.Z� ..L>;, �IW f 3'B" A P � .A. <= dP;, 4t"7:.. �s � •�4" "IF � a'�• r` f� l -sem-urss: i 1 zra- :a,. , .. i.;� •qli, � f; .+� ..""` r fir./ t - - ... - ... yy q, i ' IAF ti ''= ^�A ^�':i �'�-� i�` � (•qy"� v a . T- _ IF 1:11i NORTH ELEVATION BAST ELEVATION F B A I ) Q - � RooF- `-_'.- _ ---__-�. -_—_ -'__ --_. �� __ --.____.^ ____.._ _�.__ __� ___ ,-4-- - .._-'�____^-�.,-._—._.-'-.._�_ ___-..._�_ _ �.-,. -. -. r.r....,r......—....,..+r.a.�.. ._- - _'_-�- _. .. _. ...�_. . -. ....r.- - .. _ - ---•u.. ...a r.ar.. _ , .. a..-....,...rwc_...aa.-.-- ....r .. ..._-a.r_.�__.._..�..�.�._...__ _...�.t_� _- _.........._._ ,......�r.._._.._.�.,_._. ... t. P f.•. }Y 4{may" F,' i �' to�i ��•, c•�i� , a{�,y � �a � r S TTT�� i� { 4 3k� IL it �` a a G U�J`�'A l k] W�1 L L� � ___—_ ' � � w�.�, ��'�1� `ih. "M `> t u'ir�, k' T r��+ �if y',rho��l�;• °� ,,t~ s, � � j yF>:"d <s i�. a,x ap, 4s. .t 'r as� �, , .� ,3y'':. I :�G ��"iF .r P�.;.�St`• y,1:..'y - YVy : .;� i s' � � Y, o �4 ••�.,.: .^,.�, 1 I y. .IaN• - ._y .q., c y., aF r - -- , 10 SOUTH ELEVATION - -- �x4 �T�� . �u��'�r•ln�v _ _ _,, WEST ELEVATION FeG►.� GLC1. �G��4T�i / SCALE 1/8"= 1 ' - 4" (ALL EXT. ELEVATIONS1 '_�+._•.=.,..q� __ -_ ._.. , � / -- I , Diu P 1 Q, 3 O ,- - �c�VJC.k� �- �5�}4 1'!.F'�• "T�%vJtrl, _ T4� R 0 STLo — P"PIP� -,AW vVA'�Tt 9*.LbNT"AGL toy +- -- �LJ(L L.Gc_A,-ricJ 1 - �� LGUIL ALLE1. CO 5bR1" I`� _- _ i Vl.A 1-J'ti <,:C10--) =-N Ia.ET�' _•/ DETAIL � WALL SECTION _______ I A -- .31 INTERICER ELEVATIONS - SC SCALE 1/4"= 1'-• O" ID 4 D _ Q ''�i'�, Issued I�QS Behest desoriptlan lob o o T• riv�and EXTERIOR ELEVATIONS O , :a° INTERIOR ELEVATIONS ( ' A BELLEVUE, WASHINGTON 8800l5i • 206-455-5236 �' �F 0*� • u All ill �� ! 1 ! �� iii !�! 1 �1 ! � ! � �! !�! !L ! � ! y ! �i I ! I ! VIII i !� ! �I I IIIII I 1l � fh ii � bII 11` � 1 �� : , . < N( F I M F 1 l l l J l 4 1 l NOTE: I THIS ICRO LMED 1' I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z Z �J Z 4 a Z L Z j�, $i ( L l 1 T T T fT 1 l I II TI I I g I I gI III 11) I IIZ �r�►� ,, DRAWING. 11 11 w p , AYM 22 ' 1990 � , A i e D A 20 1-00 WO 1 9 I - _ I s _ T ) IIJSULAT'E V — i I 1 ` - O 11.0 15 UL LEaA'DT"ibr v R 18TJI SSX R � S R-30 114 S U LA'('I o d I ' q ' �YP �o RaoFtit � wi �o JSLLATc . . _ 2�F v�►.1Ts r--:_ _ . ..- 10 - ; I 14f 5G?. I►.l PER T-uWI r . A'9 ; S1MPSOI.1 a 21n �A►J((-fr ks , � I I gU LDIN G t�CTI�ON �� a1v e Z�-' Ll CI __-- I 'I SCALE I/8"= I' - c ,t - i j I/� ,-- 151 Lx- MOML 5. 20 --- -- --- _ ( r �` _____— ----- v� f i - (0"� vEIZT RAIN I Y KOofL SGUTTLt 2.'-�',� �'•oq l LEAVW- IIJ'!rULATbP gUIL-r- 1✓P RUo�lw \ PQo�IDE 2°. 4r JOTGH EA. r1D _ ►/ / -- - - I OF 6A• Jo IST Fol AIR G1RcULA"TI0IJ n I - � 2,• Ic� JOI'y?'yam IliMac, ll7 I 5 Llc �aa,c� 0' 21c 'j C1.61. J-5T.olo/Z, 4 LSC;W- w/-71LlFic.0 I I OFD- 411 �� - IWSULA•T'LD f I I Q Vt c,YP. ori. Q..1!� 5-r U P'`7 104IDL-- VAu.17 1 ►L� I I V I� � I 3/4 � 4`�t'�iz•ET t' � 5 I:A L E p 3/4 i1 I ST_1 LX. F Loo R �____ - I PL�Woov ai 2 x 10 FLP-. JST=;. r--7p-L)J�L6, - PAV-APC--r \HALL --� t v --�► '� 1 .+ �I i �F'K MF(:a Sty&-LS : U I\ I 1 aT I r I 35'-O II 15'-0j1 10 O N --- � _ - ,p------- ru P RooF PISA IQ J iL -)MIT 10-G oFp OVel?-FLOvV DRAII J R SMITH + 1550-c l hT� -L A►.1C,Lb 4°x 4 ;/,5' L A4 To U?-10 — �\z I� ,OLID 15LOC-K:Ik g. w/ S/8'Ix 4•r E50LTS , yt/. - I� 1 ROOF PLAN s;p o ��G�lo� I > SCALE 18 _ ' I'- 011 Ar l l W FLV- I I - X ' - -- I 11 —_ ----- (. STUDS w/ I/L� PLrWl"L7ts 10 - ' G j K.I tom.)Cam' I h �� - ;.f•I �h' I I 3 (0 5T U V'Ci ,M/ /Z11PLYWOOD ( % x I c, A.C5. I i ! INSIDE OF v,/^I_L w/ '/2'I LrY F'9 V• / !co''crt -4 7 J O i�i � v TV7 C•3' I(i'Icr. — �' I __ ! — r d 3 a . -- --------. _... �1�`r � r �-�-� rti L ► (. t E\,ltA L TR l0 4 S G R•arf - - 5Tt<bl. AL1c�LP- w/ (5) 'S/b'I A. 15 DETAIL I � I ! --- - ,GfA 1..�/, 5T!✓EL AGc•!✓�s'S LA D D lrR. .., - I r- -1 I01 - PAD V-Ic-AT& Aes KJc-r D ztal I i ii,l I A44ros5 LAPP1.,JL- s6fi 154EL-r A- r.+ pAkT(ZIM N I � 4- ALI & ? -- 12rver3P x IZ° S6tuAK.s r-OLLI 1W SECTION THRJ CORE 1 -- �� 6��M GOIJC-. ''cUMP vv/ Z"IOVAE5LF ALULI, 4 s _; 11 1 ---- SCALE 3/8 = I — oil �„ �.Z ' I � Cg izi�lT'6. �. 'i U P PbiLT A N�LE. �� i �'"(• -• '14 / G-A57 INTO GONG. -_ � — ; r--` ---=-- —._ - --___ ' KA IJttrI� 14010' �, SECTION - ELEVATOR S HAFTDE7A1L SCALE 3/811 = I' - O" 311 — it _ Om sp �` ;ef:,..*ad wheat deeoriptlon job 0 0� 0 f '." A 1.1 19 A r� 1 1 11 no. -jug 0 W !" raMJawd ROOF" PLAN I/�' = I - O , U BUILDING SECTION 1/8" = I'- O" O l- SECTION - ELEVATOR SHAFT BELLEVUE WASHINGTON • .. � rl�, � ' "� �� SECTION THRU CORE � SHING N 88008 208 4851 5238 �` t1,� (�� ' oo JrJ d . M• 1 F 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 IIII 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 l I l I I l I I I l I l I I I I I I I V I I I I I I I I I I I I I 1 4 1 I I I I I I I I 1 I I T l i l l l l I I I I I I I I I I I I I I I I I J I• I I I I I I I I !I I I I I I I I I �I I I III 11 Aa/Alrrr�+r►-^---"-'°- , _.,,"'""'"'•"' _ NOTE: IF THIS MICROFILMED �� DRAWING IS LESS CLEAR THAN — h y THIS NOTICE, IT IS DUE TO IIII £fllllllil ZIIIIIIIII ZIIIII!�IILIrZII9—IIll-lZII ' � IIl � 61 t I I l llIIIIIIII ! I „ II, II Vl--� -�lt- I I(I-I-I-I- 8 IIIII 19I 111E IT1111111111Z1111111 DRAWING. -,jTHEQUALITY OF THE ORIGINALIlII I,I.III,.II ty' MAY 2 2? 1990 r I • 4 2 ' I S %s.� TO �AGflr OF SI�EAT'I�II-1� CT-rF' ) I I �U,L'T UP V-0of I v-f -% - C7 '"SU T IU I n I , I i r I { Z x 4- !3{Z/�GG'�s 3'L0�. I 1 l"XFA1-�UI1 k� =1�A►.I1JF'! �G�- T5 �" I — Sl1�P ACOUtiTI(-AL. 4-L. ,. `P I ► ; ( I f�l-ask l 1 n --- ` - I 114114-fre rearm- c�/ �EA LED D 1 1 ST U DS Tn 7777 to � 1 , 3 Y. 10 Ito � 9 Gr,L. 0 - ------ ,nl_.�N<-�� S!~2)F.�-i I(000 I w/ I LISUL. 4x?LA�L GOC�L I ----- °5y•Ci �`i-UG"J I/e II nL ___-- --- -- - _ I f f_ �j 41 E.A- I►JC.� Ii –�, - ____ —__ 3/4'' -rN�..�.,.�o �-r��c,:o �� ►.�ASN i * PA PE-� 2,1 r`/InE G AIJIJ!✓L bbD i .f 2x 4 -,�7 uD,5 142. w/ (Z- " I li I j AI-L f=1Z�,M,► 14 iN c-G�l_tTTAc:1" W/ .IU-?'cr J tea-t'T fNSUL.ArI a�.1 I ,I! ccl��.. -►�� -t'fz�:A-T-F z,�� PLATE 13E Pk-F- .A4U9& � 12-6-A p —. �_ I I I►. `�L LA 1,:;KJ - - - - - -. n ------- . 44 SEE �1-I I:, A- ? 1`,:Q - - ---- --- ---/ I f I f-01jWpATIOIJ [7,1LTAI,_�j I J^A A 9 -_ WALL. SECTIONS SCALE 1/2"= I' - O" --- APS Fri f�.AST+G c�.oMp�►.J�I.tT'� , I►Jc:.. r , r 0 0 � : Issued wheat description jobs 0 L7 JAtJ I�8S WALL SECTIONS 1/2" = 1'- O" no. � d revised O SELLEVI.IE s WASHINGTON 88005 • 208=455m,5238 OD • ' Ill}111 IIIIIII IIIIIII VIII I IIIII� I VIII I IIIIIII IIIIIII 111III1 � 111I111 111 ! 111 VIII I IIIIIII 111111 IIIIIII ILII I IIII I 1111111{ ILIIII1� 11111 I I� II111 1111111 IIIIIII Illll I �...._....;_�..... ` • - . I I - I LL ll ll ' 1 3 4 I 5 I 6 I ?I I R `� 10 I 11 I 12 NOTE. IF TNIS MICROFILMED -- _L ------ -- 1 - -- --- . -1 DRAWING IS LESS CLEAR THAN _ � --- --- - -- - TNIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL �9 -- 4 ^ ► S Z i ,. u ' DRAWING. IIII lllllllll IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Iilllll!i IIII III I. 1 I I I I�IIIIIIIIIIIII I � � �Lr I I.. „�! I IIIIIIIIIIIIIIIIII IIIIIIIII II I IIIIIIIIIIIIIIIIIII IIIIIillllll�llllllllllllllll IIIIIIIiillllllllll Illllllll lllllllll lllllllll IIIIIIIII Iill�lli 1990 J w O I I Y I I T-151 751 I 0 01 0 -4- L9r I I OI I S-•I-j-l-IZIO I�, V Z I I-I-IIiII --I --9I--j-1 � l-�(l►�- I- . ��'•TTT�IIII�`�_r,MOVy,_,.--,1��,99i111.15..7_.- O.. 0 f-01 ---_- O O p ----- -T- O O O O _ 4-- LOWER FLOOR PLAN UPPER FLOOR PLAN SCALE I/8 " = 1 ' - O " SCALE /8" = I '- O" p � lemued wheat description -•_ .w � - - j�obo �= �8� no rUPPER / LOWER FLOOR REFLECTED CEILING PLANS O BELLEVE WASHINGTON 88006 • 806=45e=5838 00 1W I ' t l --� 14 NOTE If THIS MICROFILMED DRAWING IS LESS CLEAR TTAN THIS NOTICE, IT IS DUE TO [THE QUALITY OF THE ORIGINAL DRAWING. ...„.mow.. ._...._.....__.. IIII III II I I I �.I I j I�i�l� I r --- III Il IIII VIII iIIJIiIIIIIIIIIIIIIIII IIIIIIIII III � IIIIIIIII IIIIIIIII I.IIIII.I IIIIIIII i ( III I ' � 1 111�I �.II � I I C I w 04 _ IIII I III II II IIIIiI„ ,..III I I,I IIIIIIIII! IIII{IIIIIIII IIIIIIII�IIIIIIIII VIII III�IIIIIII(IIIIIIIIIIIl .VIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIII�IIIIIIIII IIII IjI I , MAY 22 1990.0, qr I PLANT MATERIAL LISTING BOTANICAL NAME QUANTITY SIZE CONDITION REMARKS /`/E TRS CQQ'!ON NAME TREES I , Acer circinatum 21 5-6' B&B 3 stem min. /'yrox IV^y Vine Maple Acer palmatum 'Burgandy Lace' 6 5-6' B&B 3 stem min. . . ' Burgandy Lace Japanese Maple ' Acer palmatum 'Sango Kaku' 12 5-6' B&B 3 stem min. ----�.wn +w.w�l�.w� +�++iw.a� .�n�www+� �.wsw� � nr.w�- +ww.wwwwo �•.+�.�� .i` _ --_J\._.^_" �� -1� �.�`�_f • - - . •t •1) ;I• 011 r • Coral Bark Japanese Maple •�• /q CC4MIVAG 7- c•F/_37 , Acer rubrum 'Scarlet Sentinel' 4 2" Cel. B&B I , Scarlet Sentinel Red Maple 10, Acer platanoides 'Crimson King' 20 24" Cal . B&B Crimson King Norway Maple /fCleditsia triacanthos 'Sunburst' 7 24" Cal. B&B unburst Locust Pinus contorts, 31 7-8B&B z. i 1";1Y0 7/, • Shore Pine ' Y/ti�N •• •• •. 22C�JMt�.gCT "llyCEO ►I ,�• `� 'u �� B&B , Plataiws acerfolia 4 2 Cal. * • . _ n�v/� - -- y London Planetree 5 ,/ •,, = G �///'�U�ZNUM ,il �'•: _ r -,� •,•'. 'f. Thuja plicate 89 5-6' B&B • �r�p !'� Western Red Cedar 3 �'>ci't/cLE T 'S�!'✓T/NCC. � [.•�c./r/•--� �� . �+ , R�C7 M�/�[.E �• +• . „( • SHRUBS X 575 ' -y • , ,, 'QO Callum vulgaris H.E. Beale 30 2 Gal. Can AjaL/r_'•.et /'°� H.E. Beale Heather ' \ ' la a 'Compacts' " B&B Euon anus a t �, ) 39 18-24 jMA/�GG Compact Winged Euonymus - /N/��//c5T .•• • • • • Mahonia aquifolia 'Compacta' 17 18-24" B&B !� l.rJCL/ET' -- ' `♦ Oompact Oregon Grape I � I Mahonia aquifolia 'Mayhan' 80 15-18" B&B Mayhan Oregon Grape - " I 1 Nandina domestics 'Nana Purpurea 38 15-18" B&B • Nana Purpurea Nandina I Photinia fraseri 88 24-30" B&B Fraser's Photinia o Rhododendron 'Scarlet Wonder' 40 18-21" B&B Scarlet Wonder Rhododendron �! Viburnum davidii 65 15-18" B&B I David Viburnum •a• OROUNDCOVER 4 T juga re tans Pur urea 11580 4 Pots le R Purple-Leaf Ajuga / b v/NE " Ajuga reptans 'Variegate' 200 4" Pots \� Variegated Ajuga M^1-LE vhye �i/fsl/�/Y•/JM C/�G�\/�G — - :I SGARL.E.T G./rJNOGQ L • ` / ;. I .• 7 V'/HL - - �- • 4.- ,V- M - I /�/r�N^ plJR/•'U/��.� -- - - — - - `rtiF't_CT Lq 'ii•\/`/A /"/Jt'rF'UtICG^ ? // i - N�N,Q//yam !./�rrUCR /"rHOQO, y,•>NC/P/.r1 : . •/ LIMIT OF CONSTRUCTION 'FcA 7- f- n rsu�c••�iny 1,ACe I oc.-:-Meer s sNooe �,' • � 1 PHASE ONE �Eo M��LG _ vats �,,�L E �R�c-�Nc •� -/ty�. ---- - ; r_1^`/H.�IY _ .fin v�►l�/FG-.�TE/J 0 /.� h/NC' 1' - ` .. .i '•� •� �`' /31-f YN/�N d 9 tJE STCiCN � /� '7.,yHAN 'SCJ/meq ''�� 1 ,' �; I - - o/tE�N C�t�G . , --,<------cF��t�e /o'y� � o�c.��•��E — /�y�r�� . ' �• ' � \ ,I/ // /' 1 •/ .\ ' , 1 . ' `\. ' 1 , ' .. ' ` 11 , i �\ .1 t� ', ,• ,�•\• 11 tl I, , 11 1 ., _ !.N , , \ . 1,`�. — \ , 1 , 11' 1•,• •• ' ' ', ' , ' so , ' 1 I /` •' .• • - - '1 ` - - - "� • -1 �.'' "� \ l t ..moi •• •• - ,7f ' / *"' �• I '�• ~ /�• i f� r : • •1 1'' 1 1, ,. �� 1 '.I ' � 11'� '• ,• 'r �\\ I, 1� / ,�. �, , � 11\ '.1 1� / 1 � \ 1,1 / A , / , i � 11 / / BE1GHLEY & ASSOCIATES INC. LANDSCAPE ARCHITECTURE AND PLANNING 12840 N W Cornell Road, Portland, Oregon 97229 0 10 20 40 HILLTOP BUSINESS CENTER .hest description JobT___ ° ° revised PLANTING PLAN no. »i28/84 PHASE ONE 8 ,P) L I- j ci 4 TI ARD L G OREGON 4 BELLEVUEs WASHINGTON 88008 • 2OS-4k�i5= 5838 ROBINSON DEVELOPMENT COMPANY � I I I I I I I i l l l l l l l l I I I I III ( I I I I I I I I I l Jill l l ill 1 1 1 1 1 ! I I I I I I I I I I I I I I 111114111 I I I I I I I •I I i l l l l l l l l l 1 1 1 1 1 1 1 ,,,,w.,_.-- •--�•-�^•-^'" . .� -• Itlll � 1l � i � l � � i � lII � I � III � � l � I11111111� 1 � 1 � 1 � I ' 1 i � � 1I.� I i Iii I I ISI II � � k I � 1 �b 16 NOTE _ -_ _ �� _- IF THIS MICROFILMED I 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL tE Z Z Z 4 Z t. Z Z i Z Z 6 Z - T L•L 1 T [ f:11 --- l IIl T - 8 9 9 DRAW I NG, (IIII IIII�I I I I ► I ! -� � • '� � ' IIII � I � I ► VIII III IIIIIIIII I .I I III, Ili. III I III fl IIII III 111.11 11111111111 I I I ill�lll I I . 111111 11111111 it Il.lilll.�lI11 I1111111111111111111111111�Iill� Ilillllllllllllllll.11lllilll Illilllll IIII�II11 III111111 1.1111111111111111 IIIIIIIII IIIII1111 IIIIIIIII IIII�IIII .,, a MAY 22 : 64119 9 0 I r� — at.As x�ao ?Vc PIPE - `ffpICAL ---� P.O.C. - POINT OF COIAIECTION By MICH. WIN" SALL VALVE C1 --- ---- 2" ISOLATION VALM AS MOTED rw �/ -- ,�--- 1" DOUBLE-CHECK VALVE - EXISTING 3/4" QUICK-COUPLING VALVE WILOCKIrIIG LID /7 } =t ` ---T----# — --- MANUAL DRAIN VALVE ---�-- ---- W.M. 39SIES 11024E ELEC. VALVES CONTROL VALVE WIRING 4 — j4 CONTROL VALVE CSO. d, \\ 4 ® CONTROLLERS AS NOTED M SAD KEY BEAD CQeANY b (AT. NO. RADIUS G.P.M. P.S.I. I'� \ oft RAINBIRD 3.6 SLA ADJ.. .6-1.2 15 RAINBIRD 12 SERIES 11 .5-1.0 30 i \ I• D 0 RAINBIRD 15 SERIES 15 1.2 30 \ RAINBIRD 15 SST STRIP 1,2 30 4L� HUNTER P-075 AIJ. 1.7-4.2 50 � I CONlTRO"RR is \ COITt'ROL VALVT NO. is 2s 3t 4t Ss 6t G.P.M. 33 41 25 25 21 10 \ / CONTROL VALVE SIZE 1 A 1 1 � 1 1 PROVIDE AND INSTALL ON DISCHARGE SIDE OF VALVES #15 R.B. MODEL NO. \ P.S.I. - We RDGULATOR CONTRIIX VALVE NO. 7t 8s 90 lot lit 12s 13a > \ so C.P.M. 16 10 20 39 32 41 58 CONTROL VALVE SIZE 1 1 1 A A 1% 1l� PROVIDE AND INSTALL ON DISCARGE SIDE OF VALVE /'s 8 6 9 R.B. MODEL NO. F.S.1. - 00 REGULATOR v SUROS BEADS Ili RB BODIES #1806 TURF HEADS IN RB BODIES /1804 INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS AND CURBS LANDSCAPE ORTO VERIFY T ALL HARDSURFACES.. GENERALCCONTRAORRf CONTRACTOR L RESPOISIBLEFOR ALL SLEEVING M L , INSTALL PIPING IN SAME TRENCH WHEN POSSIBLE � .,��L v�L e"7 !`IEL/� 3 3�q INSTALL HEADS PERPENDICULAR TO SLOPES OF FINISH GRADE I_0C.AT/Gry)19'r0V/,G,E '� y� PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE bc.V e �=r"Q•C V. INSTALL HEADS PLUSH WITH TOPS OF WALLS, WALKS AND CURBS INSTALL HEADS 4" FROM SALLS, WALKS AND CURBS D;y 0 SLEEVING UNDER ALL HARD SURFACES BY LANDSCAPE ON'fR. wo- ROMATED W/ IGEN. CONTR. \/ALL 0Y GL L=C CZU"r C—)C721: ' 1 Z[ 1 \V./`!. A-/"J 7 �vALI- /!la:J/YT �h 4 10 11 I.• '., y ,• ;\ ✓F.1",/f'Y C,IX�►T7U'y `ram //y/R�v.C� `�� - 141 I LIMIT OF CONSTRUCTION t4y t&eC. �s.M. lw�c rxacliyr ' PHASE ONE i 3 �4 c:.G�^7TiPO '/"5� V��•iFy !1�"�r�. I q r I Q 1I '-�' j, 12 I 1 Q[D BEIGHL.EY & ASSOCIATES INC. I LANDSCAPE ARCHITECTURE AND PLANNING 12840 N.W. Correll Road, Fertland, Oregon 97229 0 10 20 40 0 0 0 A HILLTOP BCENTER Issued _ sh"t d.:or, upon Job revised IRRIGATION PLAN � 0 0 11/28/84 PHASE ONE 8 TI ARD OREGON 4 Le=2 BELLEVUE, WASHINGTON 88008 • 808-4155=15238 ROBINSON OBtNSON DEVELOPMENT COMPANY g III III III III III III III III III III III I I III III !II III III III III III III III Ili I I III III III III III III III I I SII I I � � I � SII i�� I � I I� I� I I I � I III i�lll � i III III VIII I fi I1 112 I I 114 115 I ! � I � 7 I I 1 �.� I � I Iib 111 I i , NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO _ THE QUALITY OF THE ORIGINAL £ Z 9Z LZ Z 4Z Z Z ?, IZ Z ( 6T DRAWING. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIII�Illilllllllllliiil Illlill�lllllllll ; �' I I l Ill��ln,llll� � I I. Ilil Illll Iilll I Illllu IIIIIIIII II i IIIIIIIII�IlII�IIII III�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIillll„II�III) . A 22 4 40 1990 I j 0 LANDSCAPE SPECIFICATIONS * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * SOD LAWN: Thoroughly mix and p'._ verize the following proportions of materials IRRIGATION SPECIFICATIONS to a minimum depth of 6" ,�hi.1� :a a moist condition; lightly compacted measure- LANDSCAPE CONTRACTOR: The Landscape Contra * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * TURF HEAD OR QUICK COUPLING must have an Oregon Landscape meats: 6 inches Existing Topsoil : The Irrigation Contractor must have an Oregon Landscape VALVE IRRIGATION CONTRACTOR Contractor's license and be bonded in the State of Oregon. 30 lbs. Commercial Mix 16-16-16-5 Contractor's license and be bonded in the State of Oregon. GENERAL: Remove from all planting areas, stones, mortar, concrete, rubbish, G.I. RISER 8 STREET ELL 50 lbs. Dolomite Lime/1000 sq. ft . E: LESIGN AND PLAN: The layout of the irrigation system is schematic. Follow as I. OVER IN TURF AREAS debris and any material harmful to plant life. ON NOTE:a. Blend of 30% Fine Fescue and 70% Bluegrass or a closely g approved. Sod shall be Bent- y as is practical. J �\ TOPSOIL: Representative of soils in the vicinity; free from roots or seeds of grass free and contain no more than 1% of other grasses none of which shall be coarse textured grass. VERIFICATION OF DIMENSIONS: Before proceeding with the installation of any section O ;` P.V.C. RISER noxious weed: gravel., or other foreign matter. sticks clods stones or unit of the irrigation system, Contractor shall check and verify the correlation o incles (16") minimum required in planting areas X10 . Sixteen b. Weed free, vest free, annual Bluegrass cad raised fumigated soil. One year - ten inches (10 � 1 minimum requir- on between ground measurements and the drawings. o —L- ed in lawn areas, old minimum, healthy, thick, even rcand of grass. C. SOD BED PREPARATION: Immediately prior to laying sod , bring to an even, smooth PROTECTION OF UNFINISHED WORK: Provide protection at all times ample to keep rock_, P.V.C. STREET-ELL Landscape Contractor to provide and install all topsoil required for landscaping. dirt — p \ finish rade. Roll li htl and evenly, z Coordinate clean-up of parking area with General Contractor. g g Y y, compost , remove hard and soft areas. gravel, debris and all other foreign materials from entering piping, valves, \ P V Scarify surface to depth of 3/8", establish a friable fine textured sod bed. and other irrigation equipment. _ • ` .C. ELBOW-_- 0 LBOW d. PLACING SOD: Place and handle in accordance with standard and accepted prac- W _ \` GRADES: Final rough grade will be established by the General Contractor, fine ENVIRONMENTAL CONDITIONS : In freezing weather, do no silvent welding of PVC pipe. + tice and as approved by Landscape Architect. Stagger joints and butt ed es In rainy weather, do solvent welding of PVC pipe only under cover. i P.V.C. RISER _ finis_ h garde b Landscape Contractor. Notify Landscape Architect when finish —�-- --8-- � tightly. Roll lawn with a light roller diagonally, leveling irregularities _ grading is 90% complete. and sealing joints. UTILITIES: Protect active utilities encountered; notify ersons ownin same. O — — FERTILIZERS: e. FERTILIZING AND WATERING: Apply evenly Ammonium Nitrate at 5 lbs. /1000 sq. P g v P.V.C. STREET ELL GUARANTEE: Guarantee the irrigation system, or any part thereof, against defective ft. immediately after�lacingsod. Maintain optimum moisture level after workmanship a. General: Approved brands meeting requirements of applicable state fertilizer placement for length of time required for new root growth and establishment. material and workmP for one year from the date of acceptance. Correct same NOTE: TEFLON TAPE ALL g, F. M4INTENANCE• Protect and maintain b g g g g without expense to Owner. Repair any settling of backfilled trenches occurring Q THREADED FITTINGS laws. Uniform in composition, dry and free flowing. Deliver to the site y watering, mowing, resoddin and weeding during a one-year period after final acceptance without expense to the Owner. I.n- in original unopened containers, each bearing manufacturer's guaranteed for a minimum of 14 calendar days after lastallation of sod and until accept elude complete restoration of all damaged acceptance w In- analysis. ance for maintenance. Apply Commercial Mix 'D' fertilizer at rate of 3 lbs. / g planting, paving or other improvements of 1000 Y period. any kind. (Refer to Maintenance) CONTRACTORS CHOICE TO USE FUNNY PIPE b. Transplanter - Commercial Mix 'A' - inorganic 4-2-2. 1000/sq. a and thoroughly water on the 14th ' of maintenance C. Commercial Mix 'B' - inorganic 16-16--16-5. PRODUCTS: d. Commercial Mix 'C' - PAR EX 18-3-8. - ADJUSTABLE RISER DETAIL A. GENERAL: Materials and equipment shall be new and of brands and types as e. Commercial Mix 'D' - PAR EX 24-4-12. TREE WRAP SIM.FOR QUICK COUPLING VALVE f. Dolomite Lime i - — - - __- -- shown on Drawings and specified herein, or approved. B. SUBSTITUTIONS: Manufacturer's catalog numbers specified establ sh standard g. Mag-Amp 7-40-6 Magnesium Ammonium Phosphate, Coarse grind. but are not restrictive. Similar products of anothc�-- LOCKING LID x 4 D.F. 8STAKES h. Planting Tablets - Par Ex - IBDU - 15 and 17 gram tablets as manufactured or quality required, S) 22 SS ' _ manufacturer may substituted, if approved. by Estech General Chemicals Corporation, Winter Haven, Florida. TREATED S TWO LIBERAL ATS OF CUPRINOL OXFORD WORKMANSHIP: BARK MULCH AS SPECIFIED TEXTURAL SOIL AMENDMENTS: Garden Care Compost, as provided by North American _ / SRO W N STAIN . DO NOT A. Highest quality in all respects by competent workmen skilled at their trade. Soils, Inc. , Portland, Oregon 97203. PENETRATE PLOT BALL WITH w STAKES . DRIVE STAKES 3' MIN. B. Installation of all materials and equipment shall be in strict accordance with MULCH MATERIALS: Free from noxious weed seed and all foreign material harmful manufacturer 's written specifications and recommendations, local and state codes. to plant life. Hemlock or fir, medium grind, -lei + 3/4" size. — TREE TIES — --- --- EXCAVATION AND BACKFILL: / F0118H GRADE A. Pipe trenches straigt:t , or "snakud" slightly allowing for expansion and con- 4 N % 'Y/�j' TREE GUYING AND STAKING MATERIALS: Refer to detail on drawings. GUY ALL CONIFERS USING traction of PVC pipe. ' / EOUAL MA•'':RIALS --- v%y _ B. Allow for cover depths as follows: All pipe to be 14" minimum, to 18" maximum. 2� P.V.C. PPE SLEEYE 'MIRE EXECUTION: Initial 'foil Preparation: Rototill all planting areas to a minimum � / depth of 6-8" prior to adding soil amendments, C. Backfill any excess excavation with suitable material free of rock. � REM/1NE IStI 1LAP FROM TOP OF _ / SLEEVE TO VALVE TO HOLD MI D. Bottom of trenches shall. be smooth and free of rocks and other objects that PLACE. AS APPROVED BALL AFTV.'.R STAKING may damage pipe. Allow for adequate slope to drain system. _ SOIL PREPARATION AND PLANTING TREES, SHRUBS AND GROUNDCOVER: Include the < E. Pressure test mainline for one hour before proceeding with backfill. o O P 8 p it ,tion. following proportions of material evenly mixed into existing soils excavated IfIUI_CH GtRCLE WATER BASIN _ F. Backfill tc, finish grade, place backfill carefully around and over piping, 3" LONG P_;'.C. NIPPLE for each plant; per cubic yard : 1/3 cu. yd. Textural Soil Amendment 4 11/2' MIN. DEPTH removing rock or other material that may damage pipe; wet and tamp earth in 2 lbs. Mag. - Amp. 6 lbs. Commerical Mix 'A° Fertilizer. --- layers not over 6" thick until thoroughly compacted d settled. MIN. 24' WIDE BARK MULCH panse !AIN. i CU. FT. WASHED GRAVEL `� q BUMP CIRCLE IN TURF AREAS INSTALLATION: oR �c o PLANTING TREES AND SHRUBS: Plant upright and face to give best appearance or A. Control Valves and Vacuum Breakers: Provide as shown on plan. Provide sleeves � relationship to plant and structures. Landscape Contractor to notify Landscape �� `\� PLANTING TABLET 1/3 DEPTH OF Architect when layout of plant material is underway. ROOT SYSTEM and locking lids as required. Valves and Controller of same manufacturer. MANUAL DRAIN VALVE DETAIL B. Manual Drain Valves: Install at locations required to properly and completely a. All planting holes shall be excavated twice the size of the tree, shrub or drain all pipe lines. One per zone minimum (Show on 'Record Drawin s' \ BACKFILL SOIL MIXTURE e ) • 240MMI. groundcover root ball or root system. \�, — C. Set Valve Boxes perpendicular to building walls, curbs or sidewalks. b. Loosen .and remove twine binding and burlap from around top of each ball. � � � ----1 ''� i, D. Sprinkler Heads: Stake or guy trees immediately after this work. '•; �. ��% ��',�. \.� �� P PVC CAP-PA MIT C. Cut off cleanly all broken or frayed roots. �� ` ` �� O1. Install sprinkler heads of types sizes and coverage called for in the UTILITY O R AI;QE d. Place and compact backfill soil mixture carefully to avoid injury to roots, 2 IIOIA.OF 11007 BALL Sprinkler Head Ke at locations h g Key, shown and as indicated on Drawings. _ fill ,all voids. TREE PLANTING DETAIL 02. Install heads on adjustable risers unless otherwise noted, set adjacent — FINISH GRADE e. When planting hole is three-fourths filled, place planting tablets in S quantities herein specified evenly spaced around each plant. to curbs, walks, and walls, flush with finish grade. Allow for mulch depth f. When hole is nearly filled, completely soak and allow water to soak aray. as specified. N e Fill holes to finish grade and prepare for other work indicated. Initial E. Pipe: o _ CONCRETE CURB watering-in of trees and shrubs b the irrigation system not o _ Y g Y permitte:i. 01. Lay pipe in accordance with best practice substantially supported at all _— 4 PLANTING TABLET QUANTITIES: Provide for all trees or shrubs at time of planting points and "snaked" slightly allowing for expansion and contraction. ASPHALT PA VIN G as follows: 02. PVC Pipe joints, solvent welded except as indicated. Cut pipe square, -- - _ a. All gal. can shrubs up to 15-inch size, two (2) tablets per plant. (15 gram) de) -lrr, wipe from the surface all saw chips, dust, dirt, moisture and I all foreign matter which amy contaminate the cemented joint. Apply - b. All shrubs 15-36 inch size, four (4) tablets per plant. grams 04 c. A11 shrubs 36-inches and larger, seven (7) tablets per plant. SLEEVE AS NOTEDnt. (17 gram) recommendations.primer and solvent cement, make joints in accordance with manufacturer's S N _ ON PLAN d. All evergreen trees, nine (9) per tree. (17 gram) — e. Deciduous trees: (17 gram) -- -- 03. Provide a leak resistant joint With freedom of movement at all swing N 1�-inch caliper, six (6) tablets per tree. and/or swivel joints. - - -- -2 inch caliper, nine (9) tablets per tree. L 04. Use Teflon thread sealant tape at all threaded joints. :Z-2� inch caliper, fifteen (15) tablets per tree. _ J 05. G.I. Piping: Cleanout threads of standard lengths not more than two(2) PLANTING BED GRADES: Grades and slopes in accordance with rough finish grades threads showing at joints. — estaf'ished by others plus increase resulting from addition of bark mulch in — all planting bed areas. Grade to 2--inches below bordering paving, curbs, walls, 06. Prior to backfilling, notify Landscape Architect for inspection. etc. , before application of mulch. F. Control Wiring: "WATER TIGHT SLEEVING DETAIL _ USE OF HERBICIDES: Applications of herbicides to all planting areas should be 01. Lay in trench under branchlines when practical, for maximum protection, ' ALL PAVED KIWACE done prior to mulching - according to manufacturer's recommendations, for weed minimum depth 14". Use wire sizing chart published by manufacturer of control. Control Valve used. 02. Show wire splices on 'Record Draw' . Wrap wires at 10' intervals. "'�,!"'"",'" FIBERGLASS BOX WITH LOCKING MULCHING OF PLANTING BEDS: Mulch shrub planting beds with 1 -inch layer of �� s �' L �____._�� ` specified bark within two (2) days after planting. Cover entire planting bed, Provide 10"s of slack at Control Valves. LID apply evenly. FLUSHINC AND TESTING: UNION TYP. AT ALL CONTROL GUARANTEE AND REPLACEMENT: Guarantee all plant material after final acceptance A. Flush mainline before installing control valves. Thor ughly flush entire — VALVES system before testing and installation for duration of one -full growing season or one year, whichever is longer. llation of sprinkler heads. 1 �� ELECT. VALVE W/ FLOW B. Test all piping, valves, joints and fittings at full pressure from the main r Replace plant material not surviving or in poor condition; except only loss or CONTROL HANDLEsource of supply for not less roan one hour before inspection prior to back- damage due to freezing, vandalism or acts and neglects on the filling. E- 8 8+ g part of others. C. Make watertight under test and immediately correct any and all leaks or de:.ects ! MAINTENANCE: Begin maintenance immediately after each shrub and tree are MIN. 2 CU. FT. WASHED GRAVEL found and re-test. planted. Protect and maintain plantings for a period of 45 days after accept- ance. Be responsible for the following work items during 45-day maintenance •� BUMP D. Contractor shall have backflow device tested and certified ,prior to final period. Water, weed, cultivate, maintain mulch depth as specified, reset plants inspection and again at the end of the guarantee period. to proper grade or upright position, and do any other necessary work items. ADJUSTING AND BALANCING: Adjust and balance irrigation system to provide uniform CONTROL VALVE & BOX DETAIL coverage. �— INSTALLATION IN PLANTING BED CLEAN UP: Keep premises reasonably free from accumulation of debris. On completion PLANTING NOTES of each division of work remove all debris, equipment and surplus materials and 1. B&B stock may be substituted with container stock of equal grade. leave premises in a neat and orderly fashion. MAINTENA'JCE: During first year guarantee period, shut down and winterize system 2. Container stock may be substituted with B&B stock of equal grade. 3. Plant material shall conform with American Standard for Nursery Suno later than November let. Activate system in Spring and balance for coverage. 1973 edition. Stock, ANSI 260.1, Provide Owner before final payment with 'Record Drawings' of irrigation system 4. All trees shall be branched. showing drain valve locations and other revisions, including product information , 5. Mulch all planting beds with 1�" min. layer of 3/4" minus. Fir or Hemlock bark mulch. on all materials used. 6. In the event of a discrepa«cy betwc_-^ this material listing and the drawings, the drawings shall govern the plant species and qup-titles required. BEIGHLEY & ASSOCIATES INC. � LANDSCAPE ARCHITECTURE AND PLANNING ' 12840 N W Cornell Road, Portland, Oregon 97229 I ° ° 0 H I L L T Q P I B l� I� E — description- —~�— — --- '�� S S E N wheat G TER leeusd s f - - 0 Job 0 - revised SPECIFICATIONS AND DETAILS TIGARD, OREGON 11/28/84 PHASE ONE 8 � BELLEVUE, WASHINGTON 88005 • 8016=455-5236 4 4 L 3 ROBINSON DEVELOPMENT COMPANY 4 of 1 NOTE: IF THIS MICROFILMED I ( 7[_ I S I II l` � •I I I 1 1 1 I I blI I I � I I 1I �I I _I III_I I_I_V_1I 121 2 DRAWING I . LESS CLEAR THAN - --- THIS 1 NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 08 6'Z 8Z LZ Z 4Z Z Z 7. TZ Z RI i Gi i i I T T II [ 6 rH L 9 4 01 DRAWING, ilii «Illllll iiiiliiii iiiilii!i i i li i i i liiii iilil ii ilii i ii ii i • ��1 I YMA 22 ' - ) 1990 A I „ r.�,• N�' � 1E ve roc-rc -r,✓ _ c x111-415 HILL scan .,* _•R. ' A v RCS fed _-__-- =` ' »� _. ___.._ _ ENTER. �••.ti � jH —T- I c��..,'� I TQC A OREGON I I 3 --4” EVe/CeS 'R�,ff,h/ ROBINSN -- — -- ^•------- DEVELOPMENT �ISI[c11'�� • � �.. �:r (.��,T � �,��^�CJ�..� i I 51 a I • • •�� 1 �.... r AA .k All i\,, j 1 a • • • • • :' I �......•A' Nau.....�a•a.•-. �y�1ri,YY.iV.ai __ _"� ' " -�..I^l� ' .40 WIN CONCEPT PLAN .� � .• . LANDSCAPE j 1 '� +, t I N • CICS ,� - : • �© l�EIGHI.EY ASSOCIATES INC. FL •� ,r t r •;�, LANDSCAPE ARCHITECTURE AND PLANNING t'y� ,, �. �'` • • • • "' , :-, • 12840 N.W. Cornell Road, Portland, Oregon 97229 • I A `�. • • • a • • •• �' 1 . + � , s � • - • _ p op l 1 •• I 1 • - � • fir', � r _ \''; � � f , } I f t f � ,.. 1. ^c�•: • r , 1 ' I I i '��. � � .� � � 'i � / 1 1 11 • • 111 1f ! ! 1 • 11 1 ! 1 ! • } 1• ( { ! 1 ► • / 11{11 ! ► �. � • ! l y 1 1 1 • 1 1 1 1 1 1 1 / 1 1 �1 1 1 , • 1 � 1 { i t. 1 1 � • � 1 19 f �� AA SCREEN SECTrow, of a h 1, `\ �; ,,,� +,,,, • • :.•. qF i / -T • • • • • +� to JA • t , • • \ 1 • • '1+oi • 1 1' +r• • • • • •• Il N. •f -. • i 1�♦/// �' •• ' • .w . -y • __ +,A:d,•ILhrL • 'tA4 • • •.�.• • � • • • • r 1 • • • « „/f 11�• • • ^ '� _ • • •. to I ♦ r .._...r' - _ ••••••.�1,•• �,'.u �.,-.•rTJir.•rr,►-Ww+r+ •t.A••w�+.r+ •t ., I • •• • . '• • 1 `� • • 1� 1 l 40 41 AN • 6 •d'' ,' �y 1 ..�► "or •�' Y' I 1 1 I/ ° / 'u l i, �� \- , 1 / ; ' /- , , , , `... �� 1J rI / , f .`- •. ;; ' { .•. • / �1 �. /* r ! .J� ,r + r�R 1/ �r '•' • C. I �* / • 1 / l / • cm >I• / �• //., / a, �► �� •/ ��;.. �� r , {• _..`:fit._ • /, �� •. 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IF THIS MICROFILMED 1 1 11 i DRAWII4C IS LESS CIFAR TriAN --- — — — -- -- — TH1 NOTICE IT IS DUE TO .a E ._C'. � (�qTv ',� _ F40M ANcrXv"V SEweR P`AN < <'ROF ��E kF r F' •E C'.F T1c-,ARC V \ \\ L Z w W2 �\ Z > C Q a. U) z V1 C04 a 2 Z c I-F L-E P N o ri C 2a c>xO .6 04 � O GAS L' N E Wh R K E R V (rp. v Ab Ql c? i R V A l_\E ,O � o r E Q NA E R eq:"4!2 - 3 4 \ 5 \ c-, no L P .. 0 0 ,!60 'A1�' i f �� ` I' , \\ Q \�, SSG _ 'i u "7 PG L E �C .16 C�// • 1"c� .V 7 t �` \ U MAN NL` LF - r Fw �'"' Fp S,e ' s ,^ \ �, \ • a,Tt '� F?+AS ; N V1 LA ., .,,. NT Ln101 O ,.r_r- �1. • ��. _ . __ _ ._- --- i � \ • F p N G `a��R.V FY NNC, 3 n - G C P Av E M E • eta, � \ w APPROVED FOR CONSTRUCTION \ CITY OF TIUrV`D PERMIT NO. SITE ADDRESS BY i i i■iii i •�` _'"��\ r S • J 5- R " 2 (01 IT 1.54- \IT � , . � � of •�Q�. �� r � � ' � h C - �.14' C.,'RE.CRQY Q `r \ • �� dp 1p fit (r 7V dc Off \ 0 /1 00 qw 0®t;s ZVI --'' 1 1 • \ rr� ; �� ,� Sx K,;L. ..,,� Chocked By: <_c �,•�'" l`�/ I _ ' Zb� Fr' "-._.` .vn� ,� 1 Revisions: I L FO 1C '0?01 La M I -, Win, _ f1-1A 1• �vc•.ot 0 J ;L f Sheet rL or aj0b k .a; •._ ow MUM. i I I l l l l l l l l l l 1 1 1 � I 1 11 _ •.,._.......�. NOTE: IF THIS MICROFILMED 11L ''-�!!�' � }p•1 J , • • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF rHE ORIGINAL — -- - --'* — --* -•I - --___.. -- .- - _____�_ 9CC DRAWING. Tei, Z 8Z LZ Z 4Z Z b'+Z 7Z iZ �Z 6t f11i Ll T i 1�T £jji �T ii l 8 El L 19 i �4 IIIII IIIIIIIII III i I' I III i 1' '�I I I �11111!II1�111!II i i III ( II IIIIII,II II,IIIIII 111111 II IIIIIIilllll IIII 111 III I Illilllllllilllil I illi Illi II 11111111 11111 �I II 11 I � I � ! II IIII I,II I I I I�illll I I 1. x,11 I I IIII II I IIII IIII Ill�lllllli 1111111111 (II11111 II I lull III ! III�IIIIIIIII III�IIIIIIIIIIIIIII Illllil111111 7 1990 r, Y ~ i I PHASF. TWO . p1,4A#E ONE S 87022143"E _ 301.24' MORTH TO PORTLAND rps>�a�rl p�tloH - ----___ _---- Al, % A �=C1 y CSA"'' O�, w.r-� '�•I C,* 0 2 F3L�C� P lk fes. ol or IZ \, '`•� OA r1 Fes._._ 00 R. r..AlN HILLTOP BUSI t- ---- _..._ i I cZ aD E= •-.b I __06, �'i _r C7 o+ CENTER I J o VARNEB 217-BEAVERTON / � , � ' r� � -► _..�"�'-L--�:,�i T. Ga"^'-�'S P' i��'',:.a f .r x., J STREET �'---_._. T 1(ip k 0 HWY. l I f1 � � Y MAP IT no : Sawn lodW SWI confos A to "W-st"W-sCoast Lumber lnspRst%o tau Grading and - _-- , - es", latest oft"em. Lwsll�r Graders shall be as below: W % All Studs and Blacking Hein Ir Construction 825 Floor ,)outs ►*a r N2 1150 (Ropet" --- ' % � 11�of ,la s1a Haan F� /2 1150 {+tspei�i N \\ s Dfg F1 r a #t 1250 N Z :4: ed *at e4 the, draaNsgs a r1re rtes, unless noted Q Z C44to 10 taft(fam Cade, 190editimu 111 pai ". 0. G P. _ ►�'ai_r'. < r. 1►? p�f tNa, #mt* the ts irimsRat I*t latest edi tto '4 `•t. , 4 .ps- for Eaeh ple6t tft1.1-,ah the APA glued 04nd ASM44 ya4ft sft11 be as Omit bel ew+ Wig * 314 Stet%t ¢ "Tie 1 I � I � I � I � � t7D � ,d^r ��, ar- t• ..a �� , -. , _ . ,',,`,;: r�' �► !2" .: penal f)to �or� Id 87 28'01 W 607. 13' at row « . , __. � 5 � trs� aaab�rsshall be fabt � Atad in cwtfoePHA$ E TWO PHA4$ E ONE Oued A44 ae�t, �� a ; `,`,• �• ' ted timber. I 'I Of i &1 '*rile , "'las Fir wn acc*rdpMee wttb Amer itaa 'thtta.i»u.tg of •,:. ' stn4tion A",;f,-T,C j specifications, using water resistant gine to t - I .. shat 1 brei an A.i.l',C* identifteation mark aa� b accompanied by an J�,I�, rte. - I M A S T E R SITE PLAN I Int of coiforwc*. One coat of end sagller shall be applied immediately a1'Ur t tng'-ft I 11„ 1 1 } s".*r field. Shop drewings shall be submitted for review by the Alrahitect prior 1 - 20 _ - — ► , i'tC& ►. 6+4ms shalt be $00fo d ban's to«r el Depth Combi ation Fb sit Fv lu Q 11i� All 24F-V4 2400 145 1004 P r i, she. R O J E C T d A T A r' ° fW air.?' M" �S.-J STS: Shall be as manufactured by the Trus-Joist Corporation %ip drawings shall GENEF�AL. N �T E � `� 40 rp� by the Architect prior to fabrication. Shop drawings shall 'near tbo seal and .103. * 4., . � ' r i1grature of an Oregon State Registered Professional Engineer. ,- .k.. r .. . ^"' 71r..r. -a. c_...., . _.._1. .. _ _ - - . .a,,,,r-,.,, Fres r- C• .� t Y ,� SOILS: All footings shall be cast on undisturbed firm natural. soil, fret organtc mat6rta Z0 N ' j� �� x C !� Me. " i a .' +fir �� • � -, .+� `� ung excavation shall be free of loose soild, sloughs, debris and free or at oil tiltar ; v i ' - tVW at A by Y r res ., � � � ., � i► • shop drawings differ in design or add 7.o't design afi tiao • C CJDRA tiGS: If fabricate a �' 1�� '' ;' ,•4 zx� •� • r y -6, � ,, aceawings, they sha•11 bear the seal and signature of an Oregon a RegisterO ` ' az ,.•, a. Professional E laaw. Said seal and si nature to be affixed prior to s ' s ion of she 1 , e .�' M .;' �. ;:' >! fi +1 &aw ngs review y Architect, General Contractor shall review and !i � s shop P PE C./� �� N � �. w �R � �" 4 � '' ��y , , . . ", !y� •1� � .. �aln4! � i fir b Archi r. i �, /! � I /� `Y• '1 P ir. .y•' "*., y! Y' .. t +��•rll] '4 �x.A ^ 1 Y//. •• �1 -, y. :, r, ,,• ' '..f 1Mt� mail") Arlwi s bef�►r uibmi tLa1 to Jw►rehi tua6t�' �, -r' •s-,, '� - Y- ' ,�:bfih,".! �'' , f �' p1' r..+l' �". C,.,'. ,�; .,.. :� ry/�' ..+► � ''►'9 .I. I 'f i.. .. ,,• f r;Iy r. .7 '�.. f. ,! ..y., .., � i !' .� •n �l �•,,.I�. r y,. , ... ,. ., ,�...«Y..,•.M,r_...----"__...-y-..... .-_.. —..- ._.___. • »•. r o:....A4. ti - _ ' .. .'K,! I � •r. .�;.: � , �• ;: r• ,,. , ,,,a +:, titid t3+0M. sWili0lll ift ,10 MW leads, the tat .earl g 10i;2ei we eved ftr Roof• 25 FSF QQ /�i rr rl, _ ,. # ,: "p+. , �fti , •,.` .. p^" .. Fleort Sir PSF , p`t '� ;`t.'{' .y. ray^d�•1 `rA JI cqqu 11!y, 1' �K NaM n c ? + ^ � - } � ' � f, Assumed Soil �iM . I . 1 e!1 j„ 4 Ova , 5tliM! IW � a 15 .ZG *;ZEA its , 1+ I , 1-r i I.MII .i� f4 it rr.Y , N . �..,C 'ra .� Y " ~ Y ,�,• �t h d010M bAW �YW ��j �.r 1�� PSR�C I Gv R�Ca� G' sitiear � V. Lit g jP1 r 1 t H 1 ,.rr .�I' 5,,,� �'• 1� 1'. ►r � .44 a. ..a r•�• +Irr. �t�17 ,Y' z 0 r� - _..r..__..-.....�........� ° ° 0 'j t •h •t1s�f•1�a >-i�p�kEZ,QUIL -DING boa 0 1 no. 0 Q495HOLOLM"Sop "Corm . r T I C3 A Pt ��, et I LEvU1. WA BELLEVUEs WASHINGTON "0015 • 206mm485 1409i"ikl, 1A A. JIM oFt oil b "F :,ffwtM.Maru►rrw'wrw,••... ill ill il � ill ill ill ill � I ill ill ill I I ill III IlI Ili Ill ill ill Ili 1lI ill ill Ili III iii iii III ill IlI illi I l�I ill � l ' iii � l ' int � IIII i ill ill IIIIIIi ill Ili ILII I NOTE: IF THIS MICROFILMED THAN __.--_L. --_l_ 1 1� - 1 --- I l -- - -OL I 1 I 1 1 r WING IS LESS CLEAR THAN - - - _-_ --- _ -_-.._--...---.----- THIS NOTICE, Ii IS DUE TO _ THE QUALITY _ DRA OF THE ORIGINAL E Z 13Z LZ Z QZ Z Z Z TL Z 8 ([ GI - 1 EI - Zy- -T 11( -_ 1( - g j. 9 -� ► 1).' t. Tyr a ILII 111111 � I I �, ''I � 11110� I I III11 I IIIII111111 IIII�IIII IIIIIIIII ILII � IIIIIIIII IIIIIIIII IIIIIIIII 11111111 I I � II I I I I l I Ilfillilll� l �� Illhill ( IIIIII. IIIIIIII111111IIIIIIIIIII ! I { . { I � 1,1,111-11-1119- II { I 111111 �JII I �I I lull II�IIIIIIIII VIII { III IIIIIIIII III II Illllll III IIIIIIIIII T I IIII IIIIIIIII IIIIIIIII IIIIIIIII ILII IT I YMA 17 1990 . Q, / J c1, Ali 387. 22'43"E , r all ,01 \ t ♦ / '� ' SITE PLAN 1-7 PHASE ONE 61d ",lilt�` i + r" �6 `\ do 7 AM 10 .K ,. co }ii -•ter--� �__t..- , �� r49• G.Ao1(, � di � 1 + 0 rota' �. �C7k'r'�• 4 to pwvvwwori i I I o MCL �y. N87.28'01"MY r »" 41 ! . — i ri* dm � Tuo r f I , �.�. .... 0 O 0 r � a 4 0o tip` r SITE PLAN - PHASE 6NE 0) r IEL SVu� WA � �,ori i�tATCsIl1 �Ii1�Qli �C�l�-�41�i o, OF NOTE: IF THIS MICROFILMED THAN DRAWING IS LESS CLEALEATHAN R THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z Z LZ Z 4Z Z Z Z IL Z 61 L LT i t I tt[ i III i 8' 8 L �9 9 ► tE TgI DRAWING.—tj! iiiiiiii�iii 17 � 1999 MAY � + Y •Il.w.n�.w...•.r r i � I 2 � 4 s s e ch,� ��- � _ Wit`. . �A --- = -.. _ .. ._ ' ..___ - ._— --~- - - - --._ •_ - �.,u -~ - el 11a`f 4?�,.aa Ac— 10 ) oTtA D r4ta"a� � � J iop- 14 I�AI 1- Gr MIL V- ft. � � { 'k_ _.._. ' CYS-Yo r-i D �t 3 Wj CCH"'t I I ?� �4 r R. �:-oNT. 1 w 40 JI tDB _ f e . . ;� _ A I A A A ,�.� i r i v 1-4 I -•4 -` )14, I I�� ' h�/�' Yf y �: I - + � I � � ' T � ( � � '' �iV..(i,�LA r� �r' c _ ✓ � � '.�If.. �j 1`�_ _ �1 �/'�� +`'�' "�'S •b.'i: �^ r � �..,. I .. _ • -.. I _ -''�- �� wr!'/'�'�� !Qw, J'�� 1 ��•�,,� 1 I w ! 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Y P 14 ibo ri' }h =� �4 t x - E 1 N—' I 1� �, � �� ,4=w'k--+fix � ' 4 - �4 x 4 - I- •4 (4) 4 �y,a z 1-. A -`" P , bo- . , f _...--._ -��-- -- .0+1! l /►yam'- (�'".,.y,1� /[�-._`�__+•_•_ P A,. ' -• F * ,.. 4 �u�['��,Y.� ,crT —1 \ �/1f��y�-�`�1 �V. `Z I i *. -/ 1 } � ' y t ,SIM .r.w •. L!14 b � \I ' I • �� V• ' ' L _ _ • 411 (ll; �k b�R µ.; 7 P' 4 P'✓U''; - ,14 !'b� 1lr 4 b hxZ � V v, 'To P .N �, , .a� ,,� A 4 A. _ V4. To P i cWr DETAILS -____.___._ � 4• ,_ __________ i..._____�___ ' _____.__ __ . _ __ ___....-__..__. __ a.�.-� --��-�,s•— ---'--- . 40 /Z- ►� �_') 4 G 4 R_ E .V4 7c= I 607 Y d �_ y • shoo dewPipWon ! Q r:.. rrrvlMd � F'C,�U N DA T I C� N PLAN �' :� 0 '� O � ,' ,•' � .�-� FOOTING SCHEDULE FOUNDATION DETAILS w • .r , WELD LE V IUM11 WASH!NOT'ON "©O!i • �t?�-�!�!i- t om 4�. , III III III III III III lil I I III III III I I III III lil III III III lil I I Iii lil lil I I III lil lil I I III IIS III 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 '� --..._.-,_�.,.._.,..,,_.....,��, . ..___...� 12 NOTE: IF THIS MICROFILMED LEA -�� -- -_ - I - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO DRAW STHE AL QUALITY OF THE ORIGINAL .BTrill, II I liliiii iililliii 111111iiill►iilii MAY 17 ) 1990 i GRI ' �` '"f 'i r1'6• '`x't� ' ' C3 RIG ,t-!•� * ,tip , L . A'' F3- J/8 x 6 G. t., �C 19-1 18 L /� 18 �i/� •5'J + . 3 /b � 1 j - - G.L �� a x � tri /l� � 1 � b !®G,L, / 11 M C.+= ► 1i) (js' wy 11%11 , _ -1. ` r _ ` a Seto ` 1-. .101 A / `l tU- �. .� /6 s 2 4 c1•,L, �' 13 '2. 5'i� x 24 G.L., 47, �'�- r"7 i/$ � �\'G ��$ t,,a ��• � 1 t_ . •-~..r.I•i' '"� 5 5/6 " 5�6 a •d/ ` 4' ��`L of 01 toy - �I Is i 1 _---esA7b 4*p6w 6 5 .v l� l li •. !! li , -�6 --A it �7 Fes- 17 17 '` �'- �' � E'•�-�- ,• 9, � l 7/Z x r� r /l a ,� 1 _ -� --a- - 9 - �/ µ,ms;0 rl1 lIlti , 19� **A , * �+ '� +'� C `�9 _ k i``� \ +/ �. a �►�It r /� .. .g .aerG I°r-� + �, I t 'p y sA ikQr X27 M� /(. - l u li '�' i ` Gig w 5'40 x 1( '/'z k5. 5 `" ` g_J. \" � I I b. b+� ELEV T - JJ17 r /�21(� •f� 4�►C"AC•/ �1.3 pL `''J IQ y it O r.... ... 1 ...__. `.. + i t f C►Z+'r H IF. Pff STAIR I � � � EQ 9 _,, 1�1/•r� "�' D rU `Lr X 4 yt/1 `-- _ ... .. + ' j,' •w , i .•�/, ! ! , ; f ) ' f ._R � ' f ,'/ ' , •.�'`r .- � ,� i C� '+ I �`'�' / j ,, \r \�e• '/t� ! .�.... �,►F. . . �I � 74 ITJ :, J pt .� S'T'AIR 2 I a 0I -7 all // loi r k i +AIK Ib I N -,� •a�E -- -. _. ._ ��.� d E - __�_______ 8 �°3 >b'x {g b, g- I x I•s ,L $- I 'S �!! 15 6. L. � �-�� 5�1f��,.� � i �`� � _ 110 �A Nt lr.Q C .. 1,2,,......._.. _ G ! Ij M. C' 1.I.r�h..... ............ .._. ..._.. �. - 19•" 74 X'7 V! I '�,.1 7 1% /'� '�' fLT- /� //ter _ l fl C 'dn /"t7 40 FLOOR FRAM 11`J G . '�, ' P T r rl V ` x `� x i `j - _ --- PLAN - NC:�'T' s �►La7L�IZ `l W is �. �� .. '!S" L!G'T'' %��2/' l2/'x "c 'f'.� ,. f''`Gx 4 x°�;�, i l ,G / ' d n !i I C �;x c,/ !i x �,/°P. a aw n ,� rcJ c.c�L-L 8' s I -o'' L. .•�N I -� C L ,-L/� /�' '� CD �, l / r� / ct�.. .h�.l�� .•.ata.. I=JGLIND I'�i�M��•� 1 r' - _.5H��R �4+1►t.t..,�,. Gi" . (�''d�'1RrL.. yb !� I L1fO G �f�I-G — f r �c t �'" k lam. �". ' � '�•Y / � •' �Q 2 / 11 i �l li /4" iPi•K M .. _.�,.. I F / hl <� - _ 1 ' r � __ --_ _ __ _ �SAB /"�► r ' o I �i , I rL. l"'�f + ti -�~- '?" I I ....•.,, � ,� �' ..' ,61� ,�/�,/r �,L, r»�r�ai� /�c.-*3 ,rte ,. r 1 I //X A, I2 , xt �; y / �L- �, . . . �" 17, , �,' •. -. _�" .`tom ..R J�►'�i �il;`e�'y' � 1� ,�//''''/ " 4i• �' r/ 4 / // `... 7 Tic eSrrx ' /[:� / {�" L 44 i' r,xtz.. J< �x�n i+. ly /;2 '' /X 2/ `,. l r!!I,t-- �� '"� 5 . / IG P4 �/, �,b / GL t , ..•_«.,.�L. .-..+.r,.�.............--+ate-..- .... .......... .._...w.._.... a,,�+ler• .:5.._•:1...•...w...w w.L i�r �.L�-� ,K � - �w b / q f _ TTTT /uL I : Po , , Jr �, • ' � iX� moi.. i "�f'� `,�`�e �i.l/�'�lY- i�-1 �t,.� �, lCo' 1 x --• _� � 1 • i / - 1 5"), (2 O `1 a" - '''-'1.7 s _ �y,'�,{i, l .� ♦ -"+-- _...__............_.._..__ --..._........__ --- __...... Issued shoot description ob •+1 ...� � ..,", 4.�-.,. 5 �, Ir :.� gip. '.♦;' i:. + � .+. , `, J • �; � �,,' � •. , � >�. �: ;� J � , I ,.,•., LOOFA �'RA MINC3 F' LAN UH "-U 9 U w -Tr , ,. w,f y ;� � FR A r.�I I N G D ETA I L. :� 0) +.k o A♦A� .}t.,.M'. x `' � i •,:�{:w.t' '�,y t' x,12 °ice.4.. 4 , a ,moi tir�' ,.} �� ( '► BEL.LEVUE WASHINGTON 88 • m 4�0 O " x G � B4tlEVUE a � O " �OS 455�238 � ` 153A Q I I . � ' IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII VIII I 111111► IIIIIII IIIIIII � ( I � I � , 111 111 ( 111 IIIIIII ' :..._ ,r� L NOTE: IF THIS MICROFILMED 1 G 4 5 6 7 �� 1 1 1 1 2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO --r-- - ---- T- - --- ---- T i_ _ - -- I-- --T--- DR QUALITY OF TIDE ORIGINAL DRAWING, J31 ,IIII IIIIIIIII IIiI�IIII II lIl I j I' I II III I I11!!6 jl I ' ,II I 111�jjllll'11111 I I � i i II I I I 111 I 1111111 111111 lil,illll Illlilllllllllll I II 111111 III I I IIII I f IIIII 1111L1 „I.IIIjIIIlllll IIIIIIIII IIIjII N II I IIIIIIIIIIIIII �� IIII I IIIIIIIIIIIIIIIIIIIII IIIIIII I I II IIIIIIIIIIIII Illlillll IIIIIIIII Illl�llij I I II ,r I 17 1. 990 MAY � i w ..r.. s • a IND j 2 •T S ;' ' It Of 1 ' , • 3 x 13'1-1. b 1 06 x}o�b 3 I� �1 ' i,� A �-'' T K,bi 3 I . x, r?t1u• 2 3 � x I �,L ), t✓' �4� G• ' ! 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E3_ VI�,IIIIlII4_ /I si C..J— Cr ►otiG . . rAtI1II,�II R�I'�• re►5l�, k�/I/g_,Ir* 140 1 �I,D " to �-'I•x I�-1I—:I�� S -I.AIh>.I�::�fC•IrIdR CII-i.2 X o (C ROOF FRAMI NG FLA No �wlI� � lt�Il•—4lg;-l1 I E� la*gliTu�Ir-P9b1rLIorIOIIi-LcI{C-e�-IT"t►SI}IIIIo�A�/I . 7 11 H.W.L. -a ,w, Io&.4 t > 41 , ♦ r > h171� < ' I LI I .I• J`I�4I I I.IRlIy I�I Iw_II II I1'�i•�I£i'I1 I I�..I. I r I�,Z II I IIII Ill,I.Cl I r i1 „ f.rrui•�c_.v�:R.�_.E_..w w� �_._.w.ww 5 N._.bV l—9�,.L',•wg.,- Issued wheat description U � } job revised ROOF FRAMING _j U TUUU V�,U FRAMING DETAILS A BELLEVUE9 WASHINGTON 8005 203 4!S!i S238 a) OF NOTE: IF THIS MICROFILMED �� 1 1 DRAWING IS LESS CLEAR MAN THIS NOTICE, I1IS DUE TO t im, DRAWING. 4ZllllI6l Ll Y 8 L 1111 IuTHE QUALITY OF THE ORIGINAL IZIIIIIIIII'I ► _ 1 f ; 17 1900 MAY :1_: 1 1 Vill Q4 8 III I IIU' ' dN I/r= I-oil oil �A t - --- -`-'i"_+-«.w.•n.-is+,.y---- Rr+..p+,..._ -rtarum--r- .M._,_.y_^-^++w-•t'.T'T+^r- w-.r' "1'. 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' kumm� '�I ,y 0 •"1 'i I+F r'' i 4� �'F' 1, .{Pr' :�� li .� a 1 '--R�� Y I 1` f. °�-' �* � �.� � LOWER FLOOR PLAN ,4A ' V.�. t CORE PLAN •P 'L t, c BIELLEVUE, WAsHINGTON 88005 mosm4se i( ilijill (illl ijill (III( ill� I( ill � lli( III��__ i(ili�ili( il 'I� ijlli(Ili (ill� ijili � iliji �i � ii�ili�llijllll)il (•lillilljll1 Ijlll ( Illjlll IIIIIIIII(11�l___ _ I _ 1 DRAWING IS NOTE: IF THIS MICROFILMED te � 6 � � 1 L_ CLEAR THAN -- ------------------- - THIS NOTICE, IT IS DUE TO DRAW IN .THE QUALITY OF THE ORIGINAI Ijj� E11 1 I I��I� IIIIIIIII bIIIIIIIILI Z�� Z I il4ll Z��II� �� TiIli�llll ZIIIIIIIII LIIIIIIIIjI tIiIII�IIOII L(� 1111611t I_l_ll_l�li fl' l�ItIl IlI.iI_I II II I II IjIII�IIIII I N t! I AN I I I I1I1b1ITiilr _tllllllle�il lllllllIIIIIlIII�61 I.I- (i� L 8 l Q ► £ _I ' T u MAY fl.11llllllll IIIIIIIII III VIII IIIIIIIII IIII�IIII Illllllillllll�llll IIII�III 17 ) 1990 .o. a 4 P'•� oa 2 8 ► .� I I 0 +D 1 . 1 i pa '�,� "� �esrl•&V tJ (A` - -_- V -- -.. _._�'_. _ ..._. ..:��__—, --_R'�=—�"' __ .-.•""",."' .� _ r _ _ _-�'.."_ —�" d tis, �' Lj � •d I I f i I I - - •. i.t'. l i 7EWC V /-..,• ! i I STA IRI + _. .. W ' ' � --T----- STAIR 2 I 1 I i ' 41 1 1 { I 1 I ( k , • 1 , i, ii 1 I -- - - > _ w- , , - - -- — r � . 1 2o t'O�� 10 �M 110� 611�.� t - 5-O� aS-011 "�' ) tOt-OW mal-© -S SON (ZI-�tt �'_ 9 ry1- SII �,W t5.. �jN 5t +N 4�_ ►� �r g��La UPPER FLOOR PLAN ' � � � � ! 1 '�„ t ,�� a � VpI un I IV o � o e to to -- - ; g `' ! Ii E ; W©ME1V I , til E N ; Ir I� �# I 9 IQA t1k..I P-A o6 1Z USTA "mini IQ1- pll 2 0I—oil 401-O N "" - �► o ta_ .?c? _.. CORE PLAN Iv'•Qn i I b WON sh"t td "m Job a o UPPER FLOOR PLAN 11I : t vit . iwv COME N w Y WELA-MVUEs WA8HIN©TON 80006 + M06m 46154=3 " _ N .. � � Illylll ililili Ill Ili III I I Ililill Ill l I Ill Ill Ili III Ill Ill ill Illllll ISI III I I ill Ili IllIIII III III IIiIII I i !I I�I ill III IIi III hili I III• III Illllll III Ill illliLLl ..._.,-Y- __- _....�_�. .,, ,.. 1� � t NC-E: IF THIS MICROFILMED 'l1 l ( I lb I I 11 I I 12 I - �. __- GGG _ 1 ---- 51_ -_�_ I- -- -- _ . - . ---�--__ _ --1 IS r DRAWING Io LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ _ _ _ _ — . Illi Ilil�llil ZIlil�l II ZII I I IlLf ZIIIIIIIII ZIIIIIII4II. ZIIIIIiIiI �I�llllllll ZIIIIIIIII IIIIIIII1I ZIilllllll ZIIIIIIISII TIIIIIIl�tl' �' ��i - T 1 T T - 1 I IIIIIIiL �9 9 lttIITHE QUALITY OF THE ORIGINAL DRAWINGZMAY 17 IIIIII.IIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII 1990) r ti • A CB ) � ~ CC) E I 2 ; 4 $ (6 '� e 1 � i { .�.....�� _ _ - L,R __ -z ---- - _ .w_- .--.. ...-- s+W.: -.:.`3Y.x+.�+r� 3m^___._...-_._._•_��:- --7aaa..aa. -_�.^�.-_:aces-s-- �.-. � • . - "• , .+•-.+.� _..-..._.. MZ-U•l pr 7Gs-. :� ..�-._---•. ._, -•sz-c-+xc-acsex..anar_�+vc� �I. Jar�M�./.Y.►... ..'-.sa-aac-a�i� .»sw..s- LAWTAR. _ __ _ —.__'1+..Tom•►� _ ,- .T -'�7'='�.�:�'fS."�•'�".�•5:�-:."�= :'tJC7:.. _.R«"._._.. ":7P•L�Cs:�a1�1R'iF�l"•�'-YM!�R.w^ _ ' • '�` � t '�� r 'r 1. i �'.." _L_._ ._ NORTH ELEVATION WEST ELEVATION M IDB (A) 41 AID � I l _- �. .:SS'ti'-.-�.-k=� --•.�_-�--�..�.•-.s?t�. •: ,••.'"�s�,a -:. :-_ . „t ,�_" "�" .. -�— aR�, -fit'-- - -'-" —��.. SOUTH ELEVATION � EAST E LEVATI 0 N OD A 1"s! desorlptlem job rw. EXTERIOR � ELEVATIONS 0 Q t `�,�»s` r,�.. � „� li�;� � g •,. ��,"I wa` +f.M Vr♦A WE"IRVURs WA 40NOTON 90008 MOO o a) i�• OF 0 ;.. .. .., �'�� _•M•YY•. o-.MItYM►MiMw..w..r,xr.+ni...'. _ NOTE: IF THIS MICROFILMED ' 1 I � I 1ill I III I ISI II!I�III iill lIII Ii�i Ili 1iii 1ili7ll Lii Iiii I Iig ri1�l Dili Iiii _ili I 1 DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TOiiiiiiiiliiiiIIIIIIIIIilllllllllllllilllllllIli il 'I ii III I iiiiliiiiii iiliiii � I�l ilIli ! �llllllliliizZli�8Z 4Z I I I LlDRAWING. l► 11,11,iiiIi�ii � ,lllllilliiillll�l �1iil�� iliiIil� iiIII1��THE f1ALITY OF THE ORIGINALMAY ill�l_Cilu ii 17 ) 1990 *r w r iPPP t r � 1 I l Ida 14 1 - tJ j I i !`' J TIM n ❑ o n BUILDING _ SECTION _ � �. � a � � o �' � � o ® u r7�G� �i� I'4�4 �!•I N. / � � - "� 1��-u*t'Rh1lL.A"11Lt� •' A�R�► F'1�ut U Irl LT _""""�/'� ! �/, �� A� ._ /,/' -___-- _� i RU !t� d 1..6"x: Z 1(''# IA*OEM. _T f l h6�h.e' rapt:�11►'� �1.. ar"' I 2g s' Al 1 ' Roc* a": '14 M 11 i"m ROOF PLAN _ w►�►. ��:�.ow �N -� � �r-t,� � I"ADO O � 'meq- �-,� ,. �...■...�.-,.�►. .,��,[.9 A, fob ro pn m o rowmmw DAIJ RoOF PLAN e Ju �� _ � " 04": BU �l lo. D I N G :SECTION40 � SULLE'1,f UEs WASHIIVG'TC�N "CICS o mi Chi•-4 M=36 *,:�� t = �v } C� F THIS MICROFILMED L I I1( �1(� ( I(2 � I (4II � (5NOTE: 1ANDRAWING IS LESS LEAK i THIS �( ( �_(_ ( II ( �(�I6I_(1(� ( f�--f(II (�(7II ll1 I-I (-I �-(--(I-(-�-(--(�� (�(-(—I -ISI�I_��-►LI t- ai NOTICE, IT IS DUE TO _ _ THE QUALITY OF THE ORIG INAI EY` L Z Z T". � i�Z 7 i L Z 8 Z -- j LSI — �—T -- 'S �j - -1L- i -I11 -lil, I _-8 _.—B _ L.__- 8 9_____ DRAW I Nf,, -- ii� iiiil�iii li i ,,.�i�il i I �i� i liiii ((i� �ii iiuli1i1lliiii ii11111,i MAY 17 ) 1990 ............. fi a i - Q''$'4 ++.Ic,;J.r r,D•-f 4014 �- ' �. ..� _,r+_-,_ ...� _•_-_ 1 ' ' , �r 1�.5 1�J cf..4 r ":�a l Y�ii. mow.- tit., �"r1 i ' r �{' ��, /240 9WO t, r ► I I �'�'' i - ��}� �v ; C f?�r T =AT - - ---- ��I/�A�. 18i'z CPL... J4- id.X (/ a op 4v t& i 4&8,a:..6a D -• ! 3i/si'' ra'r YIi�.C'�C.�:i rJ;`.+ �i.S'S:5L`� .. -�j �, ; � � ' ID C � i t 4 •� I ' ' �� ' �..,.�P-acro �.2:� •� I �„ � cx, I 1 ' � I '12'1 P>~-��.1� �t-+-'?-�C► _------_.__�____---______ .___._._ _._ r-1 G-L6 .� ma4' FV1 cyALL.. FV l fOra IN =1TAr.- Ptaa'f!�u O GX lC46 4.01 x�, �/ " G .. 1 I A, I o WALL_ S CT ior,4 41- ShMM job �_771 ICIJ4 ,b h ; r �..1� �•,! R r ;. W.A.l._.L. SECTIONSJt �L;eail' v.�y , � aut�.y a 1.7, �L,� rti ,d '% F:4•� 1� �,� Manu�w�.y f {. 1; I � � f .�: � '��" a �� r `Y� .r q�'i�rtY+�`'y�'r'�tP f 5�` t• ir� "�I1.'. °�f`,' `('�'+� .y�� _•I�,y� �6 J� L1 'r,'•�� 'P��`4�h►{;, t �`"' t � '4� €'.r & � ar �, �,, rl�� `,��,;" ,It �� BELLEVU , WASHINGTON 98006 � 8 8Eor to �'` � � ^��•"., .�., *'R""b" �i r ,��,�eari�tl��.sWiildrii�.Mrl+rYkM►�►- .v'Mwhcslh�aa r,w.r.w...r. WWI ..: .,.t.,< 41 .........-..r...n.� r' ar r - � °� ' iii �� ill III III i�� Iii � r ��i iii r�i i I ill SII ill 1�1 ill III ISI I r i i I iii iii iii I'1 iIIS iSII iI ir1111111liq �•Jt 111 i1�1 1111 iI i1 111 iI I III�I� NOTE: Ir THIS MICROFILMED 4 � II IIS�I-ll-lIl.l�I bI III gIII iIIIlI-I- IlIIIII aIII iVIlII I DRAWING IS LESS CLEAR THAN _ THIS NOTICE, IT IS DUE TO -- - – – —` THE QUALITY QDRAW I UA ITY OF T �� I IIII1IIIIHF S Z E LZ Z SiZ Z Z Z IZ L 1 t t 'I t� 1 I III Ilillllli Illllll�l� 1 l MAY 17 - ) 1990 -