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11959 SW GARDEN PLACE BLDG 8 FL L E bi-lVz) . rC 7UP 0. C uR8 G Gu7TTR L)OO T &R455 CAP 5F CORNER PAC l F I C HWY, rw roP Of "i SA S4N• TARY rRUC TUBE O L/EP BEA VER TON— T/ GAR0 HWY ( ,? 17) s 5 )r0R44 x Fc f. �A 04' PO Nr NO . C-597 /967 + M,av•►or f EL E VA 7 / ON = 2 /9. 860 ' yr ?` _ L 6a �hti 8A$ v t t 066 ph A t P Ih1 PO�6��, 3 �'4 11?D EIV i II h I . h '. ,9 ° 6 a0 °i` CL Q "r "•. �� 1'. r 5 + (. ' " j 1� 6A� 1 '0 aA 1� JI ��G `� 5h0 SJI 61 G n� LIJ iP/P 18 CuiO 1a' 0 10 p �t 61• e �' 6h' �. 6. 52 U9' 00'E �6 r u i 300. 03' *0 0 / �9 b0. LiJ 2 Q Z +r 2 hC: 9 1° ' poi X20 U w 0 . .l �r r ` -_11 0 P2� 8 �' 90 p0 / 51 ',''0' z 00 , _ _ I_ 12. �� i LTJ z Cr - 6 -) Q O lC13 0 J. L _ C46 .1 CL 011 i _ t0 d1 Y ( moi ) �I I I 1 #' f Y r 5 - 'r • 1 11 � ' ' � 00 r Uj `" a 4 N �r N, ,_� �' W �] f �� l� __ ' a _� U I I 0 W � q o CO CL cc .1 a 7-0 06' jo-M. r 6 ,, be W Ch 1�► I I F U 6). /Z , 1 nN ap' • 66� 9 �/I A IN \ R r Sl 0. N RE 5 `7 S f �.�. E z KEY NOTES � � I . NANPICAP SIGN PER U.13C. Z. r; RADIUS TYPICAL 0 r ® r SITE P I ,� 0 LAN 5. CUT, EXISTIN4 CURB FOR NEW ZC-5 O CURES CUT 4) cm 1 dap ® 2p III = Iwo -do „ IN ACC0IZC1ANCE W ITN CITY OF T16%ARD STANDAVEDS. 4. EXT2UDEF� CURE) SEE. DETAIL I SSD I„ L. CO SITE PIAN ' G� •. ' 5. 4" WHITE PAINT STIZI P F . TY ICA �I c' _0 a� �" �• F=ACE OF ESU I LDI NCa. • NKK 'N Legal Description F3ICYCLE FtI�OC I" FLHCK (1 SPACES K YJ�K., PA►rac�L 2 , T�14 LOT 400, PAS 217 F , AREA OF WORD r\ -� ,• .� , ;.. 'L•�►9�•11�►�'1•'O►•.1 ��Ltr-� , ' �0 �04J LJ I/4 DLG ��? 1 T I S , pt I L.-I , I,J •h••il . aC.� + . BUILDING 8 '� ��, •., Site Data � •� � � , � '��4�• AREA o oCO�/�Q,Ki� �` "� ri - �-'tj I, _ ot�• r LTG 3d, 557 .7 5Q. PsT 41or 1. PN o3ca,PrT, 5oQ/a `�. a5 t► t' • \ , " - 17�d►�/ I��' ,70 'rte' S;Q. P T. 5 e,,{a DATE ' 81-p � ,',• � '�'' ' • ; ,tiF>rlp�,^P�I+.JcsFr 1a, T9�}•-t 50- FT 3 �3�/a 3/2Jd9�'1 ,HAWN Hr Parkin A �; 9 —�P (,HF(,-K[U BY APPROVED FOR CONSTRUCTION r•I - 1 • . O'pQ• TIfREE I • • �' �e � `\ ..�. 5�d J Fz CITY OF TIGARD o.F;. F'Z I G' fsI Com'17 HI ✓, ,ic 1N. �Ti��D1^�D �6 � PERMIT NO.�� SITE ADDRESSh �H Q� 9 I AIJ D ICA,Ir L�G 1 B TITLE i__DAT BUILDING1 — ► �� 3d PARK 217 MACKENZIEJSAITO ASSOCIATES.PC I"S.ALL RIGHTS RESERVED VICINITY MAP HF 9F DRAWINGS ARE THE PRUPFRrr I,M r i•;;iF SA,10 S ASSOCIATES P C IM • SA ^'+I No? TO SE USED OR RF PRO TUALATIN VALLEY FIRE MARSHAL 9FF16t O °Nr MANNER ONM THF Pu" "'�" F N PERMISSION OF M SA APPROVED . . . . 1 7 CONDITIONALLY APP,10VED . , • , , SHEET APPMOVAL OF PLANS IS NOT AN APPROVAL Of' 0MIMION OA hVEN1110MTs. 49-1 A MEQ LA=TTER. . . . . . . . . . . o SD- 1 I --- l- F'F_F'M 1*T NO. 89(-)7'7'f7 OF OF 1 iC)E�NO Issued for Permit March 3, 1989 ..._.ISO.....-....,....' .--..... . �FIIt►11III111IIIIJill 11Ill IJill 111111111111111111111111111111I11111 0 11111111111111111111111 I1111111111111I1i1111F111FI11'11�1111111I111111111II11111111I11F1ItIFIIIFI111111111111111�F1111rlI ; .w A NOTE: IF THIS MICROFILMED ( 2 s 3 4 ---5 6 7 8 9 I o 11 DRAWING IS LESS CLEAR THAN N. THIS NOTICE, I7 IS DUE TO r' THF 9UALITY OF THE ORIGINAL DRAWING, OE 62 92 LZ 92 SZ 1•2 EZ ZZ 1Z OZ 61 IRI LI 91 SI 41 EI ZI II 01 6 9 L 9 S b E Z 1" Fr1111IUInnluulnuluulunlnullFIII111111I1IIt111lnFllnuluFl�IuIIIIiHII11111111111111111110111111111111NIIIIuIIu11UIIIIIIJllnIIIIII IIIJI111InJill111111111111111u111n1�luIIIINIuIIIuu�IlltlurlllullullllnllnnlllnllwWBllflt�WtlitullLl111111►I�IIII)U APRIL 1 ]. 1991 3,, t � BF/VCH MARK .' LEGENO .' 'C TOP U r G GU r ODOT 8RA55 CAP 5E CORNER PAC ! rµ Top HWY. sA ,4,1V: 74� , s rRUC ruRE 0 VER 8FA VER TON- 7'1 GARO HWY ( 2 S 1 Tc7pM 7) y f : t R a . oti ti - EXIST. HYvRANT NO. C-597 / 967 w MA'V"01 EL E VA rl ON = 219. 860' Cb Q I � + �.•. IT) F N •1 E><I-,T. I Z" 0.1. Vy - - - - - - - - - - - - - - -- - -- - - - - - - - -- - - - - - - - — - - - -I- - - - - - - - - Exlsr. 10usT. — — — - - - -- - -. _. .- - - - - _ — y` . c I I.E. 172.81 (Q"-ST) E_10 ��/ /� Q n F- 111 ` /� / I. I.E. IG' (e -S S. VERIF 00 ( IV' EtC15T) { S . t/l'/ G H / I L� L_ 1 V _ �I E X b T. 8 S.5. - — L r 1 — 13" c�I L 0% (-- � W 1 I.E. 75.00(b'L EYIgT I.E. O �.G Q — Q„ ¢ i LA , , u I.E. 161,30 I Y IF1�� -- I.E. I1 h77 �b) Q A� e A 5� 16 Q O I. -�_—_ OVIDE C WATEK METE �""`- 1 0 1'( b q hQ �J1 b c tz ,-,��riN1P �� c� i! C:9(�Q� --- -- ---- -- i�' X3. 87. C.B. ��__,__— / ,,�1p• Q 9 � 61. 0 �. \65• .• . N ra RIM 178' b• RF 7. WAIL b• S?0'09 00' uj fi------ Q) � �g� - -- Fy �� - - - _ 2 t 7 - T ---- �--- - ----• � -s� • � � r ; rlol' Q ' I I (— 2 ,w v /B3 8/ 1 1 1 7 � o� �- I a` Q � �, Q N .. �� I + 1 �.� ; A 2Q U LL ��j I ` +r 1 1>9 qQ AQ h1 01 Z 00, m W � � LC ZQn 1 q I b M l,� p Q O r_ • 1y�01 l8Q ' r 1 m Q Qi al I 54 Q Z NF N v Z7e , �( r RMS IBI � . W a �a A N,° a (o",- 1,0-7. w v � ,, m 4 P�RFnIz�rGa � 00 C 146 t� a iNG p � 1 - m4. �� W F.F. ELEV. 184.25 �. �� ' (92.07, MIN. 9" 1/f 5 ti S ' 0 183 C"b' -- - L v Q' • r � I. 5 N K,1 M 1 8 4.00 �1 r'� � f � ,• ,�_ y � I.E. 182.00 I /� oe �i. �� rCIAFo�T'aD I a L I `} 93 9 6 r ui K ` K µ q 00 exp Z �� 06 3O '`_ ------------ [d - 1 UJ hh qQ f a6 - A ca SEE DETAIL, 1 SO. Op• qh s b1 50 S, 0t r a. 0 .� PARCEL � • � �, w^� r EQ AREA = 30 557 15F " C LM Q.T+ ' G�, l/� ,� 5 F 5 � H ' CL =' .AMU-* r Utility Gradin Site / �. 9 y Plan ' I ' Zo -o '• > Y 10 P RaFFs �0TyV FEbUAICY 15 1989 1 Ia,�WN B, fi.�i1 G. KLIER X1+1.1 CHECKED BY T Mc,.41,11IRE C.B. 184.00 RFVISIUNS RUCK WAL.L PIX-9 wdw IT ' To 51L Igo If T-fP 31 TAPrR WALL TO s 0 CONC,CU1t�j 184.10 - MA`TC.H CURES M996� ZAl LRIGHTS RESEREpATEB,Pf: T.O. R.ETAINING WALL_ 2�3 FZOGK / E L L- V. 187, 5O VAI HF SI iHAWINI ` ° ARE THE °" SER1r __- _PAK,KINc� AREA , ^ : ,; ,4 F P C (k4 ,n , � ,R Rf VRU WALL off] - 164.Z.d .�� *17 14 TO C 1 F 11 t- 184,Z 5_ - - - — a --- ED --- — SHEET 190 1RB �D•� D't 1 I I I�lZ N -`'-� 1801 "�-._.`_ SD-2 (All IleTYPICAL -, SLOPE SEC,710N 1c. Lea — __ `- I bUILVI NG ENTRY DETAIL ' NTS ?, '9� ZD =5151 ,8� �� JOB NO 2 . 1 4'1 1111Fi1111111111111I111I111111111111 1 1111111 1111111 11111) 1 1 1 1 111�1 1 1 1 111 111111 rill 1 1 1 1 1 1 1 1 1 1 1 1 1111111 1111111 1111111 II111I1 1111111 �IIIIII 11 111 1 111I111I1111i . ,•.'- .'• " I I 111 111! I l ll l ( l l i l l l l l NOTE; I F TH IS M ICROF 1 LMED L--r-�--I-■ 2 3 4 5 - 6 7 6 9 1 o 1 I DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. AE 62 9Z LZ 92 SZ 1~Z EZ ZZ la 0t 61 81 LI 91 91 111,1 EI 21 11 01 6 9 L 9 IS--_.�p--1, - E 1111117Ili III if loll ndo if III lullllu1n11I1111111111uu11ullulll.I►11nI11undoll 1111UIn11111611111UII11I1111u1111111111111.11111111111 11111•IInl"111111III111111UI111111111111U1111lIIUIIIUIIlW1ll1111u11u1111n11lIIIIIIUIIll1W�1WIlUlllll�l�llUI11U11111� APRIL 1991 1 .I//:1 'ice/ E' l• ✓E S.W. GARDEN PLACE S AL L c /-//A -- •� U C•, 7,7,x, ---------____,_ _ -� -'_`-' •r �---- ----- - I 1 �,�'�= oj Z r. Zocn cn W n o V — _ /3 - -->/ill� Z v V • - --- 53 r�/� cn . •� to i / Qo �. ;✓Y Z ac / 1 • A - •t GUY ALL CONIFERS JSiNG r IµrjlµAW`7 EQUAL MATERIALS. rt / REMOVE BURLAP 3 TWINE 0 FROM TOP OF BALI AFTER STAKING. MULCH CIRCL= WATER BASIN W 1 1/2' MIN. DEPTH. /� / MIN. 24' WIDE BARK MULCH O PLANTING P L A -CIRCLE IN TURF AREAS SCALE' 7 n ZO�-On BACKFILL SOIL MIXTURE a, ' FERTILLIZER AS SPECIFIED. SCARIFY WALLS AND BOTTOM OF PLANTING PIT. 2 x DIA. OF ROOT BALL CONIFER PLANTING DETAIL SUGGESTED PLANT MATERIALS LISTING: / (3) 2x1 S4S OF S' STAKES BOTANICAL NAME QUANTITY SIZE CONAITION_ REMARKS TREATED W/ ONE COAT OF � OLYMPIC X713 STAIN COMMON NAME DO NOT PENETRATE ROOT BALL TREES _ TREE WRAP - FROM GROUND r / —aTO FIRST BRANCH 'Dine Maple M-,1,4cer cMcinatum E3 13 -iC' ase ,, ;Ten \ _- TREE TIES/RUBBER HOSE W/ 12 • % GAUGE GALV. WIRE cm Pinus contorts :% -! I' 96B \ Shore P .ne CUT b REMOVE BOTTOM OF WIRE BASKET. REMOVE BURLAP SHRUBS TWINE FROM TOP OF BALL AFTER STAKING. w Escallonia lanyleyensis 37 5 (;Ai. 'an X t1 w Q 'Apple Blossom' <I "1 MULCH CIRCLE WATER BASIN Apple Blossom Escallonia �— 1 1/2' MIN. DEPTH w± 'n ri Viburnum davidii 67 2 Ga:. '.vn MIN. 24• WIDE BARK MULH David Viburnum CIRCLE IN TURF AREAS GROUNDCOVP.R ZI a ' r Hedera helix ' BACKFILL SOIL MIXTURE _ English Ivy I AS SPECIFIED Genists lydia 1 (;a 1. j,• 2 x DIA OF ROOT BALL —,__—.-_SC.ARIFY WALLS AND BOTTOM OF PLANTING PIT Lydia Broom Vinca minor 200 q.• a;.c_ Periwinkle TREE PLANTING DETAIL - SHRUB PLANTING SIMILAR REVISIONS • AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED. 3/ 1 ;89 NOTES 1. 81/ STOCK MAY BE S1.19STITUTED WITH CON-AINER STOCK OF EQUAL GRADE. Z. CONTAINER NOCK MAY BE SUBSTITUTED WITH RAO STOCK OF EQUAL GRADE. J. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STOCK. APPROXIMATE LANDSCAPE AREAS: A 160.1, 19/0 EDITION. 1, ALL TREES SHALL BE BRANCHED. S. MULCH ALL PLANTING BEDS WITH 2• 41M, LAYER OF SPECIFIED MULCH. VRAWN CHECKED TURF AREA: C IN 1 H EVENT OF A DISCREPANCY BETWEEN THIS MATERIAL LISTING 4„0 THE 3 9 5 O O S O.F T. ORAWIN6S, TWE DRAWINGS SHALL GOVFRN THE PLANT SPECIES AND QUANTITIES A IFI H S 8 REQUIRED, PLANTING AREA: 9,500 SG• FT. IN THE EVENT OF QUESTION OR LACK OF CLARITY CN DRAWINGS, LANDSCAPE JJB NO. DATE IHTRAC70R IS TO CALL LANDSCAPE ARCHITECT BEFORE PROCEEDING. �•.. SOX-r.�..�....�...._ a� ., xYIAMO , IS TO NOTIFY iANDSCADf ARCHITECT PRIOR TO INSTAI - CONTRACTOR 13913 2. a T3S �TOTAL: 'DDD lA01 PLANT 1�T�1,�1..• .. _, . _. ..we•nw-MerM+��•ea�+.w•atr��....+c -.,.. ;:•.'y��inbr. �I' I'IIIII'I111I111III'III'I111IIIIIIIIIIIII111I111IIIIIIIIIIIII111II�II111 I11 II'111I111I111IIIJI11 'IIIIII11I111I111I111I111I1I1I111Illll' IIIIIIII11IIlllIIIIIIIIIIII111IIIIIIIIIiIIIIIIIIIII111 NOTE: I F TH I5 M ICROF I LMEC) ---�-- -~ I 2 3 4 5 6 _ 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 15 DUE TU THF QUALITY OF THE ORIGINAL. DRAWING. OE 6Z 87_ LZ 9Z SZ bC Ee ZZ !Z OZ 61 131 LI 91 SI bl EI ZI I1 01 6 9 L 9 S p b F I? I �IIIIIIIIunIunllullllulln1I1111III11II�IlIIIIIIIIIIIIIulu;111I:;Inlllilull'nInIIIIIIIIIIIIIIIIIIIfIIIIII III 111IIIIIIIIII 11111II II1I111111111I1111,:oil 11111I111111111IIIIII1111111lIIIIIIIIIIIIIIIIIIIIIIIllIIHII1111IIIIII1111IIIIIIIIIIIIIIIIIIUpm AT 171% � . 9 9 1 ro - -- ale'-III/t1 - r-21•G' im �•TI� 2'.arlil r-�•v Z�•OI/9'I -�II _4- fl_ 4- toy/Z a-10'l4 4-tI � 46 O CC5) 0 , � �• moo c,0 m W Cf) Z r , IL . W � z wN C - O 14 I 2? 4� I Z N �� a -- -- _- --- ---- -.---- Keynotes tLLJ LU Zoo , - Z5 yy - 1 . PROPERTY LINE (f) 5 m o a 2 . FACE OF BUILDING C.� Q LL Z N A� I I I _� Q 3 . CENTERLINE OF COLUMN , CENTRELINE OF MULLION `� _ `)I- `�' -n ) Id 22 -- - - 4 . CENTERLINE OF PANEL JOINT, CENTERLINE OF COLUMN � �'O � 5 . FACE OF PANEL AND CENTERLINE OF COLUMN � �S Q �'a OPE TO DRAIN , 1% MINIMUM 6 . SIS -� -- 0 CG EGi Fes+• Co• :oy�1'-v�� - -- 8 . y ' 0., X 7 ' 0" H . M. DOOR AND FRAME, •� -� 25 Q .�IIr1, �? 4 X 10 ' 0'' OVERHEAD DOOR 9 . 3 ' J" X 7 ' 0" ALUMINUM STOREFRONT DOOR AND FRAME N 12 �� --� I--- i I ul _ _ ! n , 10 . T . S . COLUMN 00 C 11 . 4' X 4' DOWNSPOUT 4•o Ea �c�. Ea• MAW. Q -� 12 . LANDSCAPE AREA =o } - - -- ---- `- -- -- Il 2Z _ t 3 . 4- CONCRETE WALK W ,C 14 . –`� 22 13 o F.F. ELEV. 184• . 2cj� -, I 15 . EDGE�jOFRWALK AND EDGEETE SLAB, LOFTSTOREFRONTO DRAIN BMULLIOER NOOT MINIMUM yQ I UI 1<0 16 . EDGE OF' FINISHED WALL �. : O 9057 SQ. FT. 11 17 . ( 4 ) EQUAL MULLIONS IN STOREFRONT SYSTEM M Ca 2.a 18 . ROOF LADDER SEE DETAIL 10/RF 1i — 19 27W 5 - A 19 . 2 X 4 STUDS OR 3 5/8'' METAL STUDS @ 16 Q PL O. C . W/5/8' GYPSUM BD. BOTH SIDES a 20 . EXTRUDED CURB SES: 1/SD �5 iCi 1O I N 21 . ROCK WALL SEE 2/3D-2 •r. 22 . CONTROL JOINTS @ 5 ' -0" 0. C. OR AS SHrrWN V" 4 _--- - - ------ -- - - - - - '1•� 23 . STAIR & RAIL BOTH SIDES SEE DETAIL 8/SD I LILA I,v z X43 24 . RETAINING WALL SEF. DETAIL 7/SD Y. 17 25 . CONTROL JOINT IN CEILING BOARD W ;ri 26 . WRAP 3 1/2" PIPE COLUMN W!-� ALUMINUM STJREFRONT SYSTEM 27 . WRAP 4 X 4 DF 0 1 POS': W/ ALUMINUM STOREFRONT SYSTEM Qcz 0 � _ or e L. LL —O -N �► , O u. 4) � n E C CL 0 cz 0 J\ 3 -- w .CD - — — -- — _ --- -- ---- - --- — ---- – - --- `�� — __ J a- �-- U. -1 111L 01� PIL21 7 CeQ I Q DRAWN BY t. -M + MI.EG•rRIGAI. IL —�- CHECKED By REVISIONS <6> 1 G < ^ As I MACKENZIEISAITO A ASSOCIATES,P.C. 1996.ALL RIGHTS RESERVED )HESE DRt•WINGS ARE ?HE PROPERLY OF MACKENZIE SAITO y ASSOCIATES PC IM SAI AND ARE NO1 TO BE USED OR REPRO DUCED IN ANY MANNER EXCEPT WITH THE 44 FLOOR PLAN vRlf)R WRITTEN PERMISSION OF MrSA (1kvw � _ IIe011 SHEET .._.. — Morth FP d r TS _ w'ERM 1.T* NO. 890777 I JOB N, 288683 , I IIl � IIIISII1I 1IIt1I1 IIII NOTE: IF THIS MICROFILMED 2 3 5 II I I I I I 6 I I I I I III I I i n I7II I I I I I III I I I I.I.I�8I,I'I II:I,.:I:_I.I.II11r_118 �01 �1.1.11111111tIIIIlII 1111111r11IFlyl �;�" e- �:.. Vllll�l�fil ; _ 1r DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THF QUALITY OF Tit ORIGINAL DRAwIrIG. OE 6Z 9Z LZ 9Z SZ tit EZ ZZ I2 OZ 61 91 d.1I 91 SI til EI 21 11 01 6 9 L 9 IS 4 E Z 1 -rM11111111111I11111U11Ioil IInrUntlultl111111111111itllullnub»I�gllun�anlllllllllllltUII111II111I11t1111+111110111111111111(I�IIIIIIIIiIIII11�litlltllllllllllllllllllll111i1lIIIIIIIIIIIIIIIII�IUI�IIU�IIitIuIIIl1111111111t11IIII1�IWil�llfU�li11�11111J!!liU.IIIliL1i111 � � . . , , � APRIL.� 1991 r:�S TC�Em4 k '�'' � ,* �� r r � 41 z LLJ i OfJ �--- Keynotes ��' CLLij 4 I . PRECAST CONCRETE WALL PANEL PAINTED (TYPICAL) Ll 2 . ALUMINUM STOREFRONT SYSTEM WITH INSULATED F GLASS ( TYPICAL) Li L p 3 . SCUPPER AND DOWNSPOUT SEE DETAIL 1/MA z 4 . FLASHING No Q z 5. 9' 0" X 10'0" OVERHEAD DOOR z 1 0 0 6 . 3 ' 0" X 7 ' 0" H. M. DOOR T AND FRAME (�f O w v cr 7 . STAIR AND RAIL BOTH SIDES SEE DETAIL 8/SD z Q O p _ L'i 18. WALL MOUNTED LIGHT SEE ELECTRICAL HOUSING v m b�L—JL� �J li II ll( Tap o� TO BE PAINTED TO MATCH BUILDING U z N - ---- - i L -J L. 1L�_ --� —� - - - _ -- `�r�_ 9 . LINE OF ROOF BEYOND Q = 3:g N I F14, 10 . DOCK ARMOUR SEE DETAIL 7/C rn 0 a 11 . SOFFIT BOARD NAILED TO WOOD STUDS ABOVE L <L 8a. o STOREFRONT PAINTED S° � GRADE12 . FINAL EE 13 . RETAINING WALLSEE SD-2 SOUTH ELEVATION 14 . DOWNSPOUT PROTECTION SEE DETAIL 6/SDrm w CC a m 3 _ Z A �+ N °) Pper � - TL�+t'1APET -------- - --- 0. w 0. ff (( ca Dv ,3 T gra I s 0 U. 0 ( 10 NORTH ELEVATION > E A 0 �o t1 I -f Z t3 x as ji - --A EAST ELEVATION 12 DALE --�)/Z Jap al - DRAWN BY AX CHECKED BY: � G REVISIONS T'Of� OR 'flAR.A MACKENZIEISAITO d ASSOCIATES,PC 1989,ALL RIGHTS RESERVED '2 (HESE DRAWINGS.ARE THE PROPERTY QF 1 MACKENZIE SAITO b ASSX-ATES P C iM f DUICED N ANAND ARE'YVMANNEOT To R EXCEPT WITHUSED OR THEE PRIOR WRIT IFN PERMISSION OF M,SA I SHEET , I WEST ELEVATION A 2 @4 -71/ 7. C'Fdp 1 @ 'L 15P,rem A. F"'Eh'M I"f Nf3. 890777 10R No 288683 5 OF" I I I ,. .�li�1�i t11I111 II��11� �;IIIII I�t�1)1 t�101�t 1�1I1�1 I)?�t)r ifi�til 1�1I1�! 1�1�1�1 1�1I1� f�111�! 1�1�1)1 1�I�f�l 111I1�1 1�i11��t !,!�!�! !III�II �11I11! ��!IIII III�iI� illlil��1li�t'�; Ir ._._.,.— NOTE: IF THIS MICROFILMED 3 4 ---- 5 6 7 - - ® A - 0 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, Of: kSZ eZ L2 9Z SZ f z EZ 22 IZ OZ 61 91 LI 91 SI *1 1 c1 ZI 11 01 6 9 L 9 IS--r .-'f► E 2 1 i►tfI1111�II1111111�IIIIIIlU�111111111�tI1111111�1111111N�111111111�1111�tu�11��111II�U1111111�1111171)�I1H11NlIII�f lllll�lllllllll�lll�In11��Iulnli�1N11n111111111u11uu�1uLlunlunllull,Jnlw�I� ulII1111uII11u11u11nnI�wIH�IWu11�1u1111111111111n11u) APRIL" 11 :241991 Keynotes I ! . FOUTINCa OR FOOTING BEYOND SEE FOOTING 11 . 4 ' CONCRETE SLAB OVER 6'' CRUSHED GRAVEL 23 . COUNTER FLASHING 31 . 2 X 4 DF # 2 STUDS @ 16" O. C. W/SIMPSON 1124 t2 \ . SCHEDULE FOR SIZE AND REINFORCEMENT 12 . FLASHING 24 . DRIP EDGE 1/2" DIAMETER TO 4 X 6 T/P�A7llY--_ 2CONTINUOUS KEY GROUT FILL KEY AFTER PANEI, 13 . P. T. 2 X PLATE W/( 2 ) 16d GALV @ 2' -0" O. C. 25 . 4 " DIAMETER PERFORA'T'ED DRAINAGE PIPE 32 . 2 X 6 STUDS @ 16" 0. C . X14) ERECTION 14 . P. T . 2 X PLATE W/( 2 ) 16d GALV @ 2' -0" O. C. WRAPPED IN FABRIC 33 . 4 X 6 Y. T . LEDGER W/ 3/4" P. B. @ 4 ' -0" G . C . Ig • 3 . TYPICAL PANEL REINFORCING SEE S-2 15 . CONTINUOUS CLEAT 26 . DRAINAGE ROCK 34 . PRE-FABRICATED REVEAL - 4 . 3/4 " CHAMFER TYPICAL @ BOTH OUTSIDE EDGES If . 2 ' -0" X 2 ' -0" BLOCKOUT FILL W/ CONCRETE 27 . FACE OF STOREFRONT AND SOFFIT BOARD TO ALIGN 35. COLUMN CAP SEE DETAIL 5/RF 5 . ALUMINUM STOREFRONT SYSTEM W/ INSULATED GLAS,� 17 . WATERPROOFING 28 . 6 X 12 DF # 1 CONTINUOUS 6 . GLU-LAM BEAM 18 . CANT SEE DETAIL 2/MA 29 . 3 1 /2" STD PIPE COLUMN BEYOND ( TYPICAL ( 2 ) 7 . 4 X 14 PURLINS @ 8' -0" O. C. 19 . PLYWOOD SHEATHING STOREFRONT CORNERS) SEE Al & S1 8 . 2 X 4 SUB-PURLINS @ 24" O. C . 20 . DRIP EDGE 30 . USE SIMPSON CC04 TO 4 X 6 BLOCKING IN ROOFO z 9 . 'THICKENED SLAB W/( 1 ) # 5 TOP AND BOTTOM 21 . SOFFIT BOARD BETWEEN 4 X 14 PURLINS USE 8d @ 16" O. C. U 0 10 . T . S. COLUMN 22 . FINAL GRADIS SEE SD-2 THROUGH SHEATHING TO BLOCKING ¢ 0216 (j) 3 MA lj t7 Q z z am v ' 1 I i J I I- - - - _,- - --- --- � Q O 0 n cL w cc�0Q u ca LF CIO U) J r, cr 12 F R� C rW 4 'Z l'- CL e'F' - HA►J� I � 1q - 00 c -- T -- --- Lr 0) rn --- 33 35 � W � O -- Q ;t F � R.EC ESS E v71-4 . • - 100 _i e P'PE Ccs.. • _ � 4 , W r �' 2 - W (y)LL - ca a L - CL to 0 0 c ca C;) x i I I , � x X �'•�''1 - 22 t•o � �' •o --- - ' ��•�, ,.- �- 4Ilp uy� a� �:o ��T�t F2. Ell wn, F� G Ir lj FQ �t.uCl� dlGl� ('KF 1) BY ! I-F _ 1.00, ` - � ----- T/� �' --__- - - -- - 7/1231 L-A c�EVISIONS r _� N i, G`B^rL('�-,�pl, 988.ALL RIGHTS RESER FCIATES, C �j .,� ® �• �• GE�r-.1rEt,:c� 1�� -- �-�O 1�,-, /� s� ` If M, rl 3 t � •_ A-3 WALL SECTION WALL SECTION _ _ WALL SECTION WALL SECTION WALL SECTION � ijr 1i Q I - r I �r Q --- gf I*7-7� JOB NO a f'�"RMIT NO. 288683 �,IIIlFIIlIIIIIIIIIIIIiIIlililllllllllIIIlIIIlIIIlIIIIIIIIIIIIIIIIIII�IIlIIIt111�lIlllllllll!'I'IIIIIIIIIIIIIIIIIIIIIII�illlll�IlIIIII��I�I�III�I�I�I���I�I�I�Itlll�l���il'�I�I�I�III���I�IIII j � NOTE: I F Th IS M ICROF I LMED 2 3 4 I5 6 7 "- 8 9 (0 ! ) DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO }' THF QUALITY OF THE ORIGINAL DRAWING• Qc 6Z 9Z LZ 92 C92 b2 cz ZZ IZ 02 61 91 L I 91 GI b1I E I 21 11 011 6 1 9 Lt f9 S'-• b fl.--- Z I ��!IIUuIUn�uulnu�uulun�nulln�Ilm!�IIIIIIN�IIu�uuluu�niluiilunlnululll1111IIIltIIf11II111II1�lIlUIIIIIlI1111I111JIIIIIIIIIIIIIIlI11I111tiIlIIIIIIIIIIIIlUI1111IIIIlINIIIIIII11111�IllI11�IU11Ilu1Inn1Iu11111111111I)W�I�pUIUI�)Illlll!!IlIUIIllllllll J APRIL 11 1991 atm • I I'/2'' I _ _ _ - _ - - - - - oU N ~ moo m o M LL 0) z Uj w � z a: G N�A' CT-e P-) . °wpKeynotes W ry 1/4 11 w �� � Q � C� v morn = _. _ 1 . QUILT-UP ROOF U Lu � Q N --- - T/LEC�C�Cta N 3 . 2 X 4 D. F. 01 SUBSHEATHING @ 2' -0" U. C. Q v 0)Cr (- CC - I 2 . 5/8" PLYWOOD SHEA I H I NG vi � N _ G G W/SIMPSON F24 ' S @ EACH END a a '' , 4 . ROUGH CUT 4 X14 DENSE D. F. # 1 PURLINS @ i4 8 ' -0" O. C . SEE DETAILS FOR SIMPSON QO - � CONNECTORS VERIFY REQUIRED SIZE W/ A/E 14 5 . SIMPFON CONNECTORS SEE DETAIL 1/RF 6 . ODD PURL I N BAY C 'jr I? G = 7 . ROOF SCUTTLE SEE DETAIL 3/MA 00 8. 6 X 6 W1 . 4 X W1 . 4 W. W. M. @ 12 ' -0" IN FROM 0 -- ---- - ----- - ---- - DOCK DOOR Q _ iN ,r m CD LU 9 . t:ONTROL JOINTS CONTINUOUS THRU POUR STRIP SEE DETAIL 2/(; Z O 10 O . 4 --0" WIDE, POUR STRIP � N 18 r! I 11 . T. S. 5 X 5 X 3/16 COLUMN TYPICAL f V-05 it 12 . 2' -0' X 2 ' -0" BLOCKOUT FILL W/ CONCRETE TYPICAL ALL COLUMN FOOTINGS Q G M3 - 13 . 4" CONCRETE SLAB OVER 6" CLEAN CRUSHED ROCK Q. - TIQTLLePmICR 90. 14 . CONSTRUCTION JOINT CONTINUOUS THROUGH POUR STRIP SEE DETAIL 1/C T (- 15. PIPE COLUMN SECURED TO 4 X 6 BLOCKING SEE O - �� 4 - -_ __ - — 3.Z SECTION 2/A3 w m� _ J \/ 16 . 4 X 4 SECURED TO 6 X 12 AND FLOOR SLAB SEE A3 (12 ® SECTION 2/A3 & DETAIL 10/RF Uj C'rl 17 . TYPICAL PLYWOOD NAILING: 8d @ 6"O. C. AT LLJ cc 0 N I PANEL EDGES & 8d @ 12"O. C. @ INTERMEDIATE 4zGlalD a T/6�1 �cQ�D'G I , r/ramal. ,G G=4p p q FRAMING MEMBERS a. Cl) LL g'/4 _ - -- 0 18 . SIMPSON ST6215 @ T/PL ACROSS PANEL JOINT (d 19 . SIMPSON ST6215 @ LEDGER ACROSS PANEL JOINT L t 20 . SIMPSON ST6224 @ T/PL ACROSS PANEL JOINT L• IZ O Q L_ L _1 / To�, N Q 21 . SIMPSON ST6224 @ LEDGER ACROSS PANEL JOINT O O LL Cr. r 6 op 4) O n r 1,6'- 4',314- IL 3/4 .2 Cm - ° Footing Schedule > Y a w rn 0 l- -1 r- 1 r -1 FTC. �17-M �a i r.1 Fo 2G 1-JG LL c,�-- - - _ - --> -----1- — - OA LCA ` G. (5) � �; 507H l..IAYS ' n I �� Io r- �� © 54'-% 3�-8 x 1-o 0. (4) -4 y e;OTH L-LA-Y 5 , , ,� F�1� IQ ' II /'r 13089 .?� �'- `\� rt-Gr'I.t GOEJT•x t'O D 6Q) '� Cj Go►.Jr• J N � � 1,4011 I i► 1 u 1 ,1 !I1 - -- - - —__ N 8 F 3-0 � 5_o x f-o t�. (4) # 5 '2-dF Lor.JG. lT T 1 N x C m 0 �P O I 307 \ -- - d 140,�c F'-T• 1.LG3E,PE� �-4 � (_:HLCKEDBY .l- REVISIONS 27, I ((q C 6 MACKENVEISAITO A ASSOCIATES.PC 1988,ALL RIGH"TS RESERVED IHF% DRAWINGS ARE THE PROPERI. F MAO KEN21E SAITO 8 ASSOCIATES PCM ;;A ANF'ARE NOF t0 BE USED OR REPO LIM ED IN ANY MANNFR EXCEPT WITH THE PRn IR WR11 t F N PE RMISSION OF M SA FOUNDATION & ROOF FRAMING FLAN '� 1/811 1 I � II SHEET r- f'EF'M I T NO. 89()T77 OF �G 1 aa 2888V3 JI.�II� E 1 I - I I �� I I► 1lillll 111111E 1111111 IIIIIIIIIIIIlII IIIIIIIIII1111IIIIIp11111111 III�IIiI111I 11) IIIIIIIIIIII IIII IIIIIIIIIIII1111 111111111111111111111:IIIIIIII)111I1111111IIIII1111E111111Jill � • �. 1 2 3 4 5 6 7 89 IJ II NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ' r THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL --- -- DRAWING. OE 62 9Z 0 92 SZ VE EZ ZZ 12 OZ 61 91 LI 91 SI t'I EI ZI II 01 6 9 L 9 S of, E Z 01111111loll 111111InI111111111►II111111II►IIIIIIIIIIIIt{►11111lui►luu�n►Iuul►n1111111111111111I11Ct11111ulnuluEllnnlulllllllllllllnllluullnl�IlnlfilllllllllllllEIUIIIIIIIIIIIIIIIIIIIlI1111�1U1I1W1U11IuUlII11II111IIIIlIIIIlI1WIH011i11II111L1111J1!llll11I1111IIIlN APRIL 11], 191 I I � O U � C < a' v� Keynotes (� � # 4 w 2 . ( # SEDGE: BAR 1 � r1 '� _\J g � P'o""�EL To �^►,1CL (T-fP) 2Z � ACH WAY - - 3 . ( 3 ) # 5 EACH FACE ,_-_- -- - --_-_-_ --_ -- 4 . ( 2 ) # 5 EDGE BAR — y -�-- 5 . SEE PANEL # 3 FOR REINFORCEMENT O y (2 6 . SEE PANEL # 16 FOR REINFORCEMENT W0 I 3 - 3 U UJ C d < 1 _ —1. J SOUTH ELEVATION 00 C 2 3 d CAI, e General Notes W a� a Z = o L§1 I �� E-T Panel elevations depict reinforcing for typical panel types . Not every panel is shown. Q Contractor to submit shop drawings for all -- panels indicating reinforcing . Additional a. reinforcing necessary for pick points , etc . Z Dimensions are nominal and should be W -- coordinated with plans and elevations for panel sizes and locations , and sizes of openings . W (y) � I Primary reinforcing mat to be placed in. N th center cf panel with special reinforcing as (A (Q C indicated on details . -C a o. CL All reinforcing to be grade 60 . Q V. Typical panel steel unless noted otherwise : > A. ( 1 ) # 4 at 1 ' -0" on center each way 4) B. ( 2 ) #5 at all panel edges C W NORTH ELEVATION C . ( 2 ) #5 at all panel openings . Extend 2 reinforcing 2' -0" beyond edge of opening. When reinforcing is shown in two layers , provide 111/2" clear to outside of wall at CL < E Y G �� A exterior, and 3/4 ' clear to inside face of .r } Y wall at interior . See detail 3/C . N Co A3 Typical concrete panel thickness is 5 1/2" ti' I on the North, South, and East . 6 1/2" on ' cc the West. 0- Pq - --- -- f 13039 4.P (Il - 3/2i as EAST ELEVATION I 2 MALKENZ IF ISAITO 6 ASSOCIATES ' X998 All RIGHTS RESERVEC G TSP• f'°'''.1I� G�al►.1 . �., , ..:,. , I i I i 1 T I S-2 WEST ELEVATION rte- I (:47- #a,III R a PERMIT NO. H��s:>7 7 28$683 I� D F, 1. V ' ' -111 ►il III III 111 III 111 ,-, !� I I I I � I I I I I I I � I I I I I I IIIIIIIIII1111111�lIII'IIIIIIIIIIIIIIIIIII11111111IT11IIIIIIIIIIIIIIIIIIIII1111F11 : , + � .. , h NOTE: IF THIS MICROFILMED 7 9 (IJ DRAWING IS LESS CLEAR THAN i PHIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, OE 62 82 LZ 92 SZ ItF - EZ ZZ Ct OZ 5t-SBI LI -_91 __. 51 -..1►I_ -EI ZI II 01 6 fi L 9 S b E Z I :2 t11I111111111I111111111 1111111N 1lNI!!N 114111111 IiNlllll 111111111 u11un 111U1II111111111I11ul1IIII111118�1 it1111111Ii111I1�II111111UI 1114'81 8818lIIIIIIIIIlII1111IIIIlIIIIIIIBIIlIWIIIlIIIIl�lIIII111111111 IInIi111IuIlhlll�tlul>ullilulll!!Illul►lullu APRIL 11199 .1 i aT t3�r� Of✓ pvl,.��IoIJ -- CL o C1) cl LAJo 51L11� OLK �T LA. I� I�al� J W w Q z w n r \ z ---� w 0u cur, M Z O o Q g c N z N � O� J Rao °° o Lu crn 0 SID — 0 co v01�X0117 �I==- Ii Tiza.I.1r�=:�=I•�I_f:. 1� e:.r/�. • I�I%I, '(��MIIJ¢.L �x�.�v Q I,P �2, � (I) 4"�Lr>. 40 rvG(T �. �N� t�) W 154,01, ?l• 61MII.I�L, � _ W co � r CL 0 LL C E d � cc Q C o ® � Q, PRUf� $G I M t# I%� 9751 l (�AE1 EOM F .L. � . z►JG �T-20 1'NoTocolJT�ot, Imo/ I '�}-� I� G Nr � �`(f�;`���- �I�i� ", ,A, WITN l �Tl��i?p►f31.-E, h�I I?I�l�j f. _ r E. NW �D .S�4JL�TL Ll.Y.,d'�ic�t.! WCL)(I"(LGT O ALL WORK IN RIGHT-OF-WAY, INCLUDING BUT NOT LIMITED TO CONDUIT, ELLS, I---! FLUORESCENT STRIP N I� TRENCHING AND BACKFILL, STREET CROSSING OF S.W. GARDEN PLACE AND PENETRATION OF EXISTING P.G.E, VAULT #17618, TO BE PROVIDED AT THIS FIECESSED INCANDESCENT pL CONTRACTOR'S EXPENSE BY A CONTRACTOR APPROVED BY THE CITY OF TIGARD AND P.G.E. Q-� WALL MOUNTED H.I.D, UHAw'N BY I O STUB CONDUIT INTO CEILING SPACE FOR FUTURE CONNECTION TO SWITCH AND TENANT 0 JUNCTION BOX CHE CKED BY J�}� -ro �Y�I J �L`L� i POWER. \ DOUBLE DUPLEX RECEPTACLE F3FVISIONS ALL POWER AND TELEPHONE SERVICE CONDUIT. (4 PVC) TO BE PROVIDED WITH LONG SWEEP, RIGID STEEL ELLS AND NYLON PULL CORD. COMBINATION SWITCH/DUPLEX RECEPTACLE O' O- 4� COORDINATE ALL UTILITY WORK WITH RESPECTIVE COMPANY: �` CONCEALED CONDUIT - �1�X'�''(v �IJL. Nf•E �1 �L f✓XT��..lvl PORTLAND GENERAL ELECTRIC (P.G.E.) CONDUI•F IN SLAB OR UNDERGROUND. T = TELEPHONE. P = POWER I,I�N1"ItJG '�Yf� � 14655 S.W. OLD SCHOLLS FERRY RD. BEAVERTON, OREGON 97007 O SHEET NOTE DESIGNATION � M IEiEAiTO IATEBPC (503) 643-5454 EXT. 351 t9w.AL R16NTSiESEAVED ATTENTION: BRIAN MOOREIBELOW GRADE ../�/ ��f� L` Nf 5c :RAWO, 4RE THE PROPERTYAP OF GENERAL TELEPHONE CO. (G.T.E.) lE SA ASSOCIATE Pc EM ARE Nnr +rr RE USFU JR REPRO Nn'i't EiCEPtWITH I", P.O. BOX 23416 SION of M SA TIGARD, OREGON 97223 (503) 620-7332 SHEET ATTENTION: MELODIE WELCH mI l coR3111I.Trna axatxn.g uF CALAT, MITCHEL:: & ASSOCIATES F"L:k:M I T NO. 1390777m aro s.r. E:+rn AlFINUr rz2ij"oxe (503)12reee rro2ErLAND. oRM-ON 07201 tAI xn. "It"" JOB NO Z ,vey -- - - - OF' �E::, 28 6083 :�,�., - ,- ,► �. +� ��-�" I I I � f ._..�-�_.... _ � 1 I- � _...�..�.. __._..- _ �..._ � _ ,rte • i��lItI1� IIlIlIll111111► EI►IIIIIIIIIiII IIIIIIIIIIIIIIIIIf1I1�1 IIIIIf,�Illllll IIIIIIIIIIIII) IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIII�IIIIII111 IIIII,IIEItII�I 1 IIItIIIIII,III,lltl►I►,I�►�E �,;"O _.. 2 113 4 5 6 7 8 9 __ �0 NOTE: I F TH IS M ICROF I LMEU I -- DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF TFE ORIGINAL DRAWING, pE 62 82 LZ 9Z SZ OZ EZ Z? I OZ 61 IR1 LI 91 SI bl EI ZI II 01 6 9 L 9 Sf--J�--d �►!IIu111ullluuluulnnllutltnlltnlllllll1111INN�NIIIItIIlun�tNlnttl�lu�nulllllll111I11(IIIIIItII111I11�1II111IIII111111IIIIlIIIIlIl111111I1IHI1IItilIIIIIIIIIIIIIUIIII�IIIIIIIIIIIIIlII111IlUlIIWjllIllullltull1111IIIIlIIN1Iill11Hl�llIII11li1U111llllllllllllllllll 'd APRIL11 1991 PANEL LOCATION rLr-z1 rejA TYPE �Aa•t�,r:l�f tZ 4, t5, % AMP u ''r; VOLT 3 PHASE WIRE C I R B K R FDR Y L 0 A D A WALL MOUNTED HIGH PRESSURE SODIUM FIXTURE WITH DIE-CAST ALUMINUM HOUSIN3, DESCRIPTION 120V HPF BALLAST, FUSING, DARK BRONZE FINISH AND WET LABEL. (1) 15OW HIGH N� A" YP. AW A B C PRESSURE SODIUM LAMP. MOUNT AT Vot)'-0'A.F.F. (COORDINATE W/ARCHITECT). HI-TEK L-- G�JI �UTllk I I v C i.,IJI NIa 1 3 �t1 #TWP 150S 120V SF. _--- ti u 21 I �a�a 3P � , 1 ria I Inn;ez) I �GT�I I 'B' RECESSED INCANDESCENT DOWNLIGHT WITH THERMALLY PROTECTED HOUSING, I_ ' r-e) 'rr-j I #2I 7 G!✓ COILEX BAFFLE TRIM AND DAMP LABEL. (1) 15OW R40 LAMP. HALO #H-7T HOUSING WITH #410 TRIM. O U I I '� 2 C' SURFACE MOUNTED 8 FOOT 1-LAMP OPEN FLUORESCENT STRIP FIXTURE (I) C:96_112 ^ CL g�, T. LAMP. LITHONIA #C196-120V. x �4Y> XII --I 6 , -. ,7 ,' J 1,c F .. GU I%t��►J� I Cn 8 .z 12 W J f%vc._ �' ►'1 2 I MAIN BKR ► r Or TOTAL VA Iv�2 ��o r ;� wF— ��� �r - Q TOTAL KVA _ TOTAL AMPS 2 BOTTOM ❑ SURFACE ■ S,NEUT ■ FEEDER !k-� TOP FLUSH ❑ I .G. BUSS ❑ AIC 'SYM . Io — 11J Cn e GTS G�.L 'f�1�1 'L�V��lo�l U Q �Zr I Q _ 06 - . r(f� 00 c m d) °v) � m II ,1tlLu CL ��tJI✓l= I _ I bI �GGI {� ;I"GT NnLI��� 4 3f� I I 1.1'(lik -I lay* �JN/ 100^r 1��L �� NF � 1 ,I;v� T�tJ•-w 1 III I ��;� I I Lu co I UTtaKt� I .'� ¢ r. I I hITV (-'L,AtJ, hNT. �E_1I, K L-e� I I (� ccL I I x 4 ' x I I I T�I�1 11 i ;h I, , M b, CL I r GIJscIz�tJr I int-' ?eA 0 L—— — — — G I J�1" I /�/ t?G I� GG 'Tf-aa I��� >✓t �'-, I,L. I �� •PG r-. UGIT;{GJ�(I�;►1r-� +� I I � �- 11/4-"I/ CL cm �G /2,, + 11 ��rr > -,e �-'��f�t'Ilr`,JAL G�►i31t��� � �1Z Cn eoah 12o/ �-v 4w 21_T�I�a <.:u: ` o 'f�I.�pN>tJt:. 'rl%' 'IIN/- ✓-►=V Gr��1 f/IfJA1� I.OGtJ. dJ �{G GC�It{ ice'-1,..�. ��� �, <�I� G1N I 9151 Gr'IJvu I Tr ham- hl1� _- t 'iif ----;"'-_ _ - � � - - - I - --- I I/4''G .__ ' p�V I(�I� I ��T�I� ����, 1-- - -- I-- - ---� - .. ✓G�r �.. ,o'. J -) 1 I �''�/I' I I . i �Ukl l L t . r KJV I I c- I 1_ « �_ r- , I 4 '(Nw cu �1 ►�_. �� 1z t r �' > , , Lh l!�Ir �� ,Z / �-- =-- - - 1 �— --— -.. ---I ' qr>;L- ?�► �w ri �v1, � � I �-�;a. 1'>;Nt•�.JT 5�=•l�,.c . '�``s E��`c � 2 NoLl�t, 1 1'Nw 6 tJ. �-- 4'x•0 - �(►11i Llt� >� ►��' 15_1kTr1_r_I0K LTA, 13 1=h�,�. C. poi= I,ril�t�t, • I ( ( F'AA 11 EISA 110 b ASS0 Af I S P.RIGHTS RESERVEC LN,,1 4Hf '„f VHtiA•rP. , Mn•.�,1 r, GG�.11>L111'h h1=� hl'I"t:: I I, . rLo,A, .l, or;i f r r,I. r �� ���� r� �oNSUI.T�� BNa►�;� A I'�� v �`T `+w GALAT, AlITCHELL & ASSOCIATES f ��"' �r—�- PERMIT NO. 890777 310 S.F. MIRM AVINUS T� HOt (000)Y41—RYFNTtAA4 oxCON 97804 FAX Y ! 288683 10 OF 1.111111111110i NOW .4. ii I 1{11111 1111111 IIf1111 1111111 I�i1111 1111111 t11I111 11111�11111I111 t1iI1111111111 111111111111111 111111111111111 111111111111111 �1111111�111111 111111111111111 111111r11i1�111 ? :."' 1 � I NOTE: IF THIS MICROFILMED - 2 3 4 5 6 7 8 9 10— DRAWING 1S LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO THF QUALITY OF THE ORIGINAL _ - ------------- DRAWING, p£ 6? 92 LZ 92 SZ *? £Z ZZ It OZ 61 81 LI 91 SI 1►1 £1 ZI II 01 6 0 L 9 S b £ Z 1 n1I11111111111nIllullnnlnull1nN11111u11111111111����11111111111161111111!tu1111111In 1111111011111I111111111111111111111111111111111111111I1 111111111111I1161111IIIIIIlI1IIII1�1111I1W11I11Ilulllull111111111I1111IIW 1411111�1.IIIW!lllIIIIIIIIIIIII ,APRIL 111991