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9299 SW HILL STREET i I 10 I 2PIZyo, o _ i P (C4c s i n , i I I __ v ��► .'��ti •Q -� 7 �ar _ 363~ �`•� '� l i I�c�-�i .� {r�-�ti'�c ,• hx,n 4,v 4 co-4,-nucL5 /Pf c V ti t,bt 0,vb�r u,� c e -o-w''7 4A)I S da�/� �t�o a (— -- i / — — — I — — — •- — — i _ i t 2 N /rii/� (,o Jar '• 5.1 1'1ti i✓� Gl.¢A.�' 7 4�• 4�fW�/� � � L (Zq.F--Vq - OF/.,r-) 1�1 ,p \Q I � � � b I � ( '_ 5�-i r r � �{o ha• �,@ o� a+row►+.d ��e ��� re in�ar� ion 0 135* "Ok , 0,4 a 3" ex4itv -- IN, 1Z~D. �Yi�v'v-rQl ..GLt�t 0 U'L✓{LGR-r to N'1 c X i � ���k 5 r>� � �QGs�►�x.o--s,✓� o � ce-xC�a�- SIC tr- ' �� ; 5 �.�t�ti�oy►s .►e�4-�.avt 6 0 ;z i 1c ac�d;fes., 4 w 3"o-e, r."d 4rt, -- i t=-vel • � 1-b s 'TSi 3 5I E -� � ieu 3�lv� _�� �3QW► �Q� t'Wy NOTICE: IF THE PRINT OR TYPE ON ANY I I I I 1 1 I I 1 1 I I I [ 1111 f. . . .I., I - . I IrI1 `T I� I III I � ! I i Ali 1 IIT T 1 I I t T 1 1 I T1 1 I 1 ' Ip III III I I 1 1 1 i T 1 I 1111 r1l I 11I1tli tp i_j-1 IIIIT III 111 1111111 IMAGE IS NOT AS CLEAR AS THIS NOTI E 1 2 'n1 � I1­1. 1 f 1 � f I I 1 3 _ 4 6 7 8 9 - 10 11 12 - I Cc IT IS DUE TO THE QUALITY OF THE — �.�•...��.... i ORIGINAL DOCUMENT - — - — _ _ No-36 E 6Z J,11 LSZ � Z SZ Z Tti OZ 6T 8I LT 8T Si � t111111 ll IIII IIII IIII Ilil 1111. 111111.1.1 11.11till 1111 1111. IIL1 IIII llli�Illl, IIII II II IIII IIII IIII 11►1 IIII 1111 Illl�lill II111II IIII IIII IILI 1111 i1 ! Illi (ll. 1111 Llll lli� 111 lli�fl�l►11 l N J �j r l� l 9299 SW HIL.L.. 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Qo if 161, 0 4O 11AWA f I ON 5 \ GAfKA G I- rl-00R— 159.0' MAIN 1%l,GY712 l�ciS.�TS' �.'p CEWTEI2 llN� UPPt!�e FAUNO CRMK PER suaver 9T�P rOUKJPATION TOrfZ,4p� NO CHANCE TO COWGUP,S GK o ok ,14� ���ttGIIJC r 67 (� (v .9� 6 r dry �-r m4P 25102 DEt, TAX UCIf 9,00 �> ' PUCK C-t�+<- NOt'l�r ; ' ° G I•TY or- T I GMZt? Sl,,q B OK1 gi T fP, 10'DRIVC' ✓ l� co. o6ow �' q"Col-JC• c,R,aVEL 5UE3CIVISI0N LCf�<1 P / `_3291 5.W. NIt15T F'-IM t= v 159. ro 20 Jr-- f2 - 12 pC'• XIT•A CII D l2�5117�f . rIA L f5Y - APPLICANT J I M CO COKI STle LJCT-ION I Ni✓:� C5o3) 24c3-�� 7/31/97 CITY OF TIGARD OREGON RE: Address Reassignments 2S 102DB (00202) and 2S 102DB-00201 We have found it necessary to change the address assignments at the above listed locations. Effective immediately the new addresses are assigned as follows: P eT violas address New address 9295A SW Hill Street 9287 SW Hill Street 9295B SW Hill Street 9289 SW Hill Street 9299-100 SW Hill St. 9291 SW Hill Street 9299-200 SW Hill St. 9293 SW Hill Street 9299-300 SW Hill St. 9297 SW Hill Street 9299-400 SW Hill St. 9299 SW Hill Street Please make these changes to your records. If you have any questions, please feel free to give me a call at 639-4171. 'Thank you, Catherine 'Kit' Church Engineering Tech. rw,�ar«pIdua 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 - -- CITYOF T I G A R D CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#: BUP97-00503 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: PARCEL: 2S 102DB-G9100 ZONING: R•12 JURIJDICTION: TIG SITE ADDRESS: 09299 SW HILL ST FILE COPY SUBDIVISION: DUCK CREEK HOMES BLOCK: LOT:001 CLASS OF WORK: DMB TYPE OF USE: SFA TYPE OF CONSTR: 5N OCCUPANCY GRP: R3 OCCUPANCY LOAD: 6 TENANT NAME: REMARKS: w Unit Single Family Attached Building. Each unit has a separate address (9291, 9293, 9297, 9299) Final Inspection Approved 5/26/99 by Tom Plescher, Building Inspector Owner: JIMCO CONSTRUCTION INC 33 SW THIRD PC RTLAND, OR 97204 Phone: Contractor: JIMCO CONSTRUCTION INC 33 SW 3RD PORTLAND, OR 97204 Phone: 248-0000 Reg#: This Certificate grants occupancy of the above referenced building or portion thereof and confirms that the building has been inspected for compliance with the State of Oregon Specialty Codes for r .pp, occupancy, and use�t�nder wrhic the referenced permit was issd. suillibING INSPECTOR _ BUILDI • OFFICIAL POST IN CONSPICUOUS PLACE _ 00 & a 9 a o/ £ o � p o V) E , \ « /) 7 _ > E E § @ $ ® , z ] n I / / \ 0 \ � / CD § / § 0 �_ 7 � = - - m a_ 9 In 2 0 / § n iCD m 0 / \ E n R ® c a. j §( CD :0a CD ID $ / / \ o \ k7§ / m 9 O = � a / -0 Z \ / 0 ] m \ 7 I ® \ f 7 O = a' 0 0 \ 0 ED ) ( � ■ ° RS ¢ T. § .. CD d C \ \ ou / \ 7 � / o § G \ o 99 ] w \ kCD 0 E � $ / ± � \ 7 e ] § / a ) g E 5� \ \ n CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP 9 i-«SCS _Date Requested__ 5 �LtL' �` AM PM BLD Location - �_ Sf' Suite MEC Contact Per.;on (� f~{�/I 4-f l( Cr-� Ph S PLM Contractor Ph SWR UILD Tenant/Owner ELC Retaining Wall ELR _ I ooting Access' F oundation �-;5, j FPS I tq Frain / Crawl DrainInspection Notes: C P/' (/1 cs r SIGN _ Slab SIT Post& Beam p,N6 YSpu T Kt'c z Fxt Sheath/Shear ! ' -e ✓ Int Sheath/Shear Framing _ Insulation Drywall Nailing Firewall Fire Sprinkler _ - - Fire Alarm Susp'd Ceiling Roof Misc: SS PART FAIL — ---- ---- -- -- GING Post& Beam - - — - -�— - Under Slab I op Out ------------- -�--.- -- - --- Water Service -__-- Sanitary Sewer Rain Drains F inaal PASS PART FAIL MECHANICAL Post& Beam -------- -- - — - Rough In Gas Line - - ----------- -- -- --- --- - - Smoke Dampers Final PASS PART FAIL ELECTRICAL --__----------- --- ---- ------- ---- Servlce - —--- -- -+''+`-------- — -- Rough In UG/Slab - - ----�------ - — Low Voltage Fire Alarm _—--.----------- -_—___ _—_-__-- _--- --- Final PASS PART FAILSITE Backfill/Grading --`---- ---�-- -' -- _- -- -- Sanitary Sewer Storm Drain [ i Reinspection fee of$. - requ red before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ Please call for reinspection RE -- [ ] Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Date ��`? ? Other _ _— 1 : Inspector _ _Ext Final PASS PART FAIL 00 NOT REMOVE this Inspection record from the joie site. C C Z Of N N N <! Y C L pp> WZ LL Z f0 .O a N 0 l9 W .� ya a >�y J og >�amwd ; � maco E�� a ti cn w N o O �c J W N W c Q g n'm c u 3 o d N — ac �N o d22_� ? aci cNp ,Q COL _d g 'D E V �N �i OpC�Z� m F �� c ow r ii n C? co mc � c ° o mWZOU c m �ioric�=a Ht _ o ° c c vL o as n❑ c � aw�U7_ o a o u� 3J >, `o o� a L° 'aao ��ia � m $ Ea dm�ZF-cr2U cc ocN7mzD coo dma v m c °cnov yY Y O U� LL yN� EZ ,o vo > Q O L� € o aa) E d d o aui FrafZJ2a o m � � o aE0 0 `vi in a Z cn UvZ >ora� RmM m ocn allldao1)dU ❑ CML Z � o I m aa) m a) $� 00) ) a ao Trn o) �i rn rn rn �i � a a s A a m 3ja a Q. N N N 0'S N N N N N N v i0 >, d d d L Y = Y Y = Y Y Q O ❑ ❑ ❑ ❑ m Y V ❑ o o �� d d a '� a d x 3 3 d M vd o > M O LO p cn N cn to I- F- cn cn (n cn cn cn F to to _j F 1) (n <n to cn w cY cn <n cn c� N cn cn V) a Q u� i d d d d d d d d d `x d d d d d Q d d o a a a n. a a a a a a LL a a s a a a " a 1� 04. m .3 cd d to (n V) U d ❑ ❑ U ❑ ❑ p ❑ ❑ ❑ m o m ° ° U C 0 m F•- F- 'S m c N C C' O in rn F- c ti � pp ai V M s 0p Q7 R5 u) m Cn d. `5 N cn v`f cl c l n N ao r N N N M O) N N O O O a O tV m O U d > a C C N p y a C: J o C W U C t C �. a a a C V :J y y r a N O N - y 'a y a C p. E C N C r N g a C C C c c a a = c'S c u m 3 [ ' Z, m a u E E 5 d y a E m c m r A H ED c� a O Q d U )i i u4 lL cn cn 2 LL LL LL ii p) o 0 Lo o Ln v c o e tn ) it) un ao o co n O o p ai u) cam ' ri 0 o c n r� r m m m m m m M m a m m m m m m m m m co N a a a a a. a a a o a a s r_ a a a a a Q ❑ p a ❑ ❑ � ❑ :D ❑ ) p ❑ ❑ ❑ mm m s m m m m T m m m a� m ) m m r^_ ) c ettU) ® `rD /_ b)�-E $ f ƒ£ § / E %&SW': / ( ; &§/ k a } 22� ƒ z z =5 § R a \ a 6 § § / e m m - 7 CL « < « « < _ ]) \ } \ z z z � 0 ko m u u 9 / L j } } \ \ � ( \ { k / \ ) 7 0 @ f4 g a 2 ® � $ ƒ $ $ $ a § � $ k § > � a � § m / , � ) / § y { ( \ 7 } t� { - E \ ) } } / ) ) 2 G E $ 7 » ( ) G m ° r f f = m m m m m \ \ m m m m m CITY OF TIGARD 13WI-DING INSPECTION DIVISION ` s 24-Hour Inspection Line: 639-4:73 Business Line: 639-4171 -- BUP ,� 1 ,Date Requested —AM PM BLD --;:> -z.- Location Location 72 91 9 Z93. ?Z 9 7 , 97— /j�� Suite MEC Contact Person Ph PLM 'Contractor Ph SWR BUILDING Tenant/Owrer ELC Reta ning Wall ELR Footing Access: Foundation FPS Ftg Drain Crawl Drain Inspection Notes: SGN Slab — —.- SIT Post&Beam Ext Sheath/Shear _ Int Sheath/Shear Framing Insulation Drywall Nailing �-+Firewall , Fire Sprinkler Fire Alarm Susp'd Ceiling R oof Misc: -- Final PASS PART FAIL — -- — — —_ PLUMBING Post&Beam �= -- Under Slab Top Out — ------ -- --- -- -- Water Service Sanitary Sewer _ Rain Drains Final PASS PART FAIL MECHANICAL Post& Beam Rough In Gas Line — — — Smoke Dampers Final --- — PASS PART FAIL ELECTRICAL — - --i Service _ Rough In — LIG/Slab I ow Voltage Fire Alarm — Final PASS PART FAIL SITE Backfill/Grading -- Sanitary Sewer Storm Drain ( ]Reinspection fee of$ _required before nerd inspection. Pay at City Hall, 13125 SW Hall Blvd �:atch Basin [ vire Supply Line ; °lean call for reinspection RE: _ [ ]Unable to inspect no access ADA Approach/Sidewa!k Date Other S p Inspector z Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPE=CTION DIVISI7N MST 24-Hour Inspection Line: 639-4175 Business Line: 639- 171 C, BUP _ _ — Date Requested 7- AM PM __ BLD — Location rly_1 ITS Suite MEC Contact Person f[ l� Ph —f �'c� PLM Contractor Ph SWR BUILDING Tenant/Owner ELC ( _ — Retaining Wall ELR — Footing Access: FPS Foundation -- Ftg Drain SGN Crawl Drain Inspection Notes: Slab —_.- — --- SIT Post&Beani Ext Sheath/Shear — Int Sheath/Shear Framing -- ---- Insulation At Drywall Nailingspp-5.2 6a— �—�-- Firewall _ D l �� -- r D Y� Fire Sprinkler !' — Fire Alarm Susp d Ceiling '- -- ---`— ��——�• �/��--�13_ _ --- [Roof Misc: — ----- — ---------- — --- — -- — --- i ni21 PASS PAPT FAIL - — — — — -- PLUMBING � /✓ �_ � S S --- _.— -- Post& Beam Under Slab ----- — ---- ---- —. --------- 1 op Out Water Service — —_-- --_- _-- -- --- — ar,itary Sewer Rain Drains _ ------ Final PASS PART FAIL_ — MECHANICAL Post & Beam --__ - ------_—__ —.—_— —_.-- Rough In Gas Line -- — — Smoke Dampers Final --- "— --- PAS$_ PART FAIL Service 'tough In LoSlab Low Voltage Fire Alarm F ASS PART FAIL MTE Backfill/('rading — Sanitary Sewer Storm Drain f Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Unable to inspect-no access Fire Supply Line I Please rail for reinspection RE: I 1 P ADA Approach/Sidewalk Date-0,4-- F_"�?.—._Inspector -----Ext Other Final PASS PART FAIL 00 NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection line: 639-4175 Business Line: 639-4171 _ BUP Date Requested 5�s %% AM PM BLD Location 91-,q ,2Z �4 9.3, 2X2 92 92 /�//S%; Suite ---r----� ,�, MEC Contact Person Ph © f; DY—T Contractor Ph SWR BUILDING Tenant/Owner ELC Retaining Wall ELR Footing Foundation ACCESS: FPS Ftg Drain - Crawl Drain Inspection Notes: SGN Slab — SIT Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation - Drywall Nailing I — Firewall Fire Sprinkler _ Fire Alarm Susp'd Ceiling Roof Misc. Final P ART FAIL BIN Pos Beam — — - Under Slab Top Out - — -- Water Service Sanitary Sewer — — Rain Drains % S PART FAIL MMSANICAL Post& Beam — — — Rough In Gas Line -- ----- __ Smoke Dampers Final ---- --- - - PASS PART FAIL ELECTRICAL —! -- - Service Rough In _ — IJG/Slab Low Voltage Fire Alarm Final - PASS PART FAIL SITE _ Backfill/Grading - — Sanitary Sewer Storm Drain ( ] Reinspection fee of$ _—requiviA before next insp.;ction. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply line [ ]Please call for reinspection RE: _ _ [ ]Unable to inspect- no access ADA / Approach/Sidewalk Other Date _ �— _Inspector— Ext —_ Final PASS PART FAIL DO NOT REMOVE this Inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 _ BUP Date Requested �I ' F.M _PM _ BLD _ Location_ ��Z°I ( t-1- 11 ` , Q293, g2y7, 4291 Suite MEC 1k I Contact Person jl CY-�- Ph ;ZN R , r)DM d PLM Contractor Ph -7VI - SCS SWR BUILDING Tenant/Owner ELC Retaining Wall ELR _ Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes- Slab �-' ✓� SIT Post&Beam Ext Sheath/Shear Si i �� cool �� Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling -- -- Roof Misc - Final PASS PART FAIL --- - PLUMBING _ Post& Beam Under Slab Top Out - Water Service Sanitary Sewer — — Rain Drains Final PASS PART FAIL MECHANICAL Post&Beam - -- - -- -- - - Rough In Gas Line -- - - ----- Smoke Dampers Final - - - - - PASS PART FAIL ELECTRICAL �_. -- — ------ -- --- -- Service -� - - -- ------ - - — Rough In UG/Slab -_-__ -- - - ---- ---- I_ow Voltage 'W Fire Alarm Final PASS PART FAIL _-_- ------ - -- IT Sanitary Sewer Storni Drain [ ] Reinspection fee of$ _required before next inspection Pay at City Hall, 13125 SW Hail Blvd Catch Basin Fire Supply Line [ ] Please call for reinspection RE -_- _- - [ J Unable to inspect-no access ADA / C Approach/Sidewalk Date ( c Inspector-Alt k t?-- EXt _ ' O_ Other - - — F' _ PAS PART FAIL DO NOT EMOVE this inspection record from the job site. 7/31/97 CITY OF TIGA�'D OREGON RE: Address Reassignments 2S102DB (00202) and 2S 102DB-00201 We have found:� necessary to change the address assignments at the above listed locations. Effective immediately the new addresses are assigned as follows: Previous addim New address 9295A SW Hill Street 9287 SW Hill Street 9295B SW Hi'l Street 9289 SW Hill Street 9299-100 SW Hill St. 9291 SW Hill Street 9299-200 SW Hill St. 9293 SW Hill Street 9299-300 SW Hill St. 9297 SW Hill Street 9299-400 SW Hill St. 9299 SW Hill Street Please make these changes to your records. If you have any questions, please feel free to give me a call at 6394171. Thank you, Catherine 'Kit' Church Engineering Tech. I\ww\wr n wU& 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Projec4,description; GA Comultinq �rglneer5 Job#; 105-1 5215W 4th,4 th FImr--PatW,OR 97204 nate, 8/4/ ,If 1" I 0 .y — a i Project rL-5alptlon: CSA Consultinq �ngineer5 .lob#: /o s-1 A4-.,..l 1 507 5W 4th,4 th Flaw--f ask",OR 7204 [9a,&-,: LIRAS ct jo 8 " s `�----�-- y'.r----ter ovx toN led L 1 Ile ey- IVO Q701s 4-0 6e. (A CA j�D c rtl�d L '!�., J�06' A- \)eA;c4 bars 1 VcQ r+n i 5 btA, .6 IN' t project descrlption; CSA Consuitinq engineers Job#; Mas/ /4 W OOL 3219N 4th,4 th Nor--pada,,az 91204 PAZ; B/'llfs A rale; jw J �7 LOoo� ( 5 o(C Of u a,(,6,j 4LIe j i n+,pf Crr A?3 �'�� 5 � ✓ ar.4 Floor f o t-W A-16�,Yvrvl f1l,P 14 B R A U N.,v Braun Intertec Corporation 6032 N. Culter Circle, Ste. 480 P.O Box 17126 N T E RT E C Portland, Oregon 97217 503 289 1778 fox 2891918 Engineers and Scientists Serving the Guilt onr'Nottnal Fnvironrnents April 3, 1997 Project No. EAAX-97-0220 Report No. 09-037-2874 Mr. Jim Atwood J.A. Atwood Corporation 33 S.W. Third Avenue Portland, Oregon 97204 Dear Mr. Atwood: Re: Geotechnical Evaluation for the Proposed Tigard 4-plea Rowhouses. S.W. [fill Street, Tigard, Oregon The geotechnical evaluation you authorized on March 14, 1997, has been completed. The purpose of these services was to assist you and the engineers in designing foundations and preparing plans and specifications for the construction of the new structures. Sulntnary of Field Exploration Results Two (2) Standard Penetration Test (SPT) borings (13-1 to 13-2) were drilled in the proposed construction areas. The general soil profile was 7 to 10 feet of till soils consisting of silty sand underlain by organic sandy silt with peat (OL) extending to depths of 26 feet below existing site grades. Underlying the organic soils was a medium dense sand (SM) extending to the maximum explored depth of 311/2 feet below existing site grades. Groundwater was encountered at depths of 14 feet during drilling. Variation in groundwater levels should be expected seasonally, annually and from location to location. We anticipate that the groundwater table may ri.;e during months of peak runoff. Summary of Recolmnendations The site is underlain by incompetent till and organic soils. If the proposed structures are placed directly on the existing soils, the soil stratum will undergo settlements and may cause structural distress. Therefore, based on our evaluation, it is our opinion that the proposed buildings should be supported on piles extending into the competent sand soils present at depths ranging from 26 feet to 30 feet !telow existing grades. J.A. Atwood Corporation Project No . EAAX-97-0220 Report No. 09-037-2874 April 3, 1997 Page 2 Any proposed flour slabs should he structurally supported on piles. General Please refer to the attached report for further explanation of our recommendations. if we can provide additional assistance, or observation and testing services during design and construction, please call us at (502) 289-1778 or (800) 783-0985. Sincerelv, �K27l Travis T. Nguyen, E.11' Staff Engineer PRo/f�Jj /I, Charles R. Lane, V.t_. C),,\- Senior y `'Senior Engineer ttn/crl:/pas U, Braun Intertec Corporation, St. Cloud Office f:\groups\enax\gaattih\a-m\cnnxv7.220 A'JG-06-98 08 :00 AM BRAUN AUliroun Infertec Corporation 6032 N,Cutler Circle, Sle. ASO 26 N T E R T E C P Box g Portrt landOreo , Oregon 97217 503.289.1778 Fax: 289.1918 Mgineeri and Scientists Serving m..built and Natural Environment July 28, 1998 Project No. EAAX-97-0220 Report No. 09-088-3970 Mr. Jim Atwood J.A. Atwood Corporation 3.3 s.W. Third Avenue Portland, Oregon 97204 Dear Mr. Atwood; Re; Piling Installation Observation, 4-Plex Rowhouse, 9291 S.W. Hill Street, Tigard, OR At your request, we have provided continuous inspection of the pile driving operations at the referenced site. These inspectlons were conducted hetween July 15 and July 20, 1998, We confirm that 12 Y4" pile were driven as per plans and specifications at 42 design location.~. Enclosed herein are Summary Logs and the Special Inspection Summary for your review. We appreciate the opportunity to be of service at this tirne. Should you hHve any questions regarding the above or require further assistance, please do not hesitate to contact us at (503) 289-1'178- Sincerely, Charles P. Lane, P.E. Senior Ent ic.:er crl:pas Attachment; Piling Special Inspection t•\Knn,j,.',�aax\piling�a,.c9'.220 CUMMINGS, SENKEL& ASSOCIATES_ CONSOLTING ENGINEERS ,l. REVISED NILE FOUNDATION DESIGN CITY OF TIC Af�Q APPtoved...... ............ ... ........ ........ ....� 1' Conditionally ApFrpved.. a�d� rit)+ For only the wor _ .1 IT ppo Llc"tte O . Follow.. .... `' Attach. SUI JAl- ob AddreDate FOR J.A. ATWOOD CO. CSA .1013 #i;051 PLAN 11220-A ROWHOUSL 174i�1 �r 7 � 321 S.W. 4111, dth Floor• Porlland, Orecon 97204 FAX (503)228-0475 (5U3)228-3848 J\/VL ll �waUo aJ /-v�1�,� 14 Q �b 1�`�5 �s YV o O E tm t , O T' xP r �e IDC 4.4+a+.• SEE 35MM RIIOLL# 23 FOR LARGE DOCUMENT