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13473 SW PACIFIC HIGHWAY t.r:cnl, uraClt11y1']0N REVISIONS NO. DESCRIPTION DATE 18Y "it uittf in the• sou t.hwest quarter o Section 2 , Township 2 South , Hangc• I Nest , Wi 1 l amette Meridian , ('i t y of Tigard , Washington County , Oregon , and being described as follows : Be •inning at a - �, paint. which is South U0"00 ' 43" /cast a distance of I 1 , 305 . 24 (South 1 , 305 . 00 , per deed ) from the west quarter corner --.... oz6, - 29019 of said Section 2 , a brass disc monument found ; thence North 89"48 ' 12" -� r----- ,, -- P/� East a distance of' 283 . 22 feet ( South 89'47 ' Fast a distance of 283 . 3 iw 90°�yp ;� feet. , per deed ) to a point on the westerly right-of-way line of Pacific - I� i� Highway , said point also being the northeasterly corner of the roe Alexander .I , I,uty tract as described in deed recorded in B:)ok 355 , 90 22 % � , Page 74 , Deed Records in said county ; thence North 33"15 ' 17" East on the westerly right-of-way line of Pacific Highway a distance ofin, I N T S 85. 05 feet (85. 00 feet , per deed ) to the southeasterly corner of the Herfy ' s Corporation tract as described in deed recorded as Re- S 89'08'25"W 376. 37 yo y, corder ' s Fee No. 78041342 , Deed Records in said count v ; thence t rac i n f.• r -- the boundar ' of said Herfy tract the following courses: North " ° MHS 0 4"PvC ss. 56°46 ' 46" West a distance of 140 .00 feet (North 56°44 ' 43" West , per 55.) - 6' -- - - - 8'" �+" 5 s S.5 `� C o sy . deed ) ; thence North 33° 15 ' 17" )cast a distance of 181 . 23 feet ( 181 . 1 5 2° 'w feet per deed) • thence North 56°44 ' 43" West a distance of 28,00 290 22 ---- -- - u •� �\ 5..99 Fid 5/8" I R feet ; thence North 33°15 ' 17" East a distance of 68.00 feet ; thence• 0 S8�°S9 '47 "W 0 -�\ - ISArvPUBLlC' S 84.31 '5L„E 120 2 Held South 56"g4 ' 43" Fast a distance of 168. �)(I feet to a paint on said 1 SEW E-SMr, (1518 " TR - /�elol westerly right-of-way line of Pacific Highway , said point also being 1 U z 70 2.2 N ss i � the northeasterly corner of' said Herf}• ' s tract ; thence North 33° 15 ' 17" East on said westerly right-of-way line a distance of 197 .68 fttl 1 �d /8" ZR `"/ ASP r TI x �/ w ( 221 . 26 feet per deed) ; thence leaving said westerly right-of-w•a% ' �'�` y,9L T �� v' 1 i ne and runn i n South 38°18 ' 30" West a distance of 139 . 75 feet tc, I � CNz Mf•/i// cQ,o � � I l g I x / 0 0 the beginning of a tangent 40,00 foot radius curve right ; thence ------ ---- - - 1 49'05_ I / ,� b' on said curve through a central angle of 84°57 ' 43" (the long chord ti h of which bears South 80'47 ' 22" West a distance of 54 .03 feet ) an is 5 5� �� S89'S`947""w ' ,Lu / / are distance of 59 . 31 feet to the end thereof ; thence North 56°43 ' 47" 3 Q West a distance of 108 . 00 feet ; thence North 19°30' 00" East a distance ! // � ` o R of 123. 00 feet ; thence South 84°31 ' 52" East a distance of 120 . 52 /5 ' ,^� , feet to the most. southerly southeast corner of the Wilbur Bishop , o n°e Jr . tract as described in deed recorded as Recorder ' s Fee No. 790087.02 , 1 ~I m h o 2004 / er Deed Records in said county ; thence North 65°54 ' 24" West (North �� ' m a �y/i n� / / 65"47 ' 52" West , per deed) on the southerly line of said Bishop tract 4 "PVC ° , ., „ -� I � � �' �� ' o I MHCWCTCO.) a distance of 75 . 99 feet ; thence South 89 08 115 Kest, on said southerly I line a distance of 376 . 37 feet said ! W 190.00 // 15 ' PRIVATE 5Ar�1 SE w ^� i ► . l ------._---- _-____ 75 , ESMT CTo P/ETRos) ��. paint also being e the east N � line of the Wilbur B shop, Jr. tract as described in deed recorded I Ln I Tz TZ TI ops tpl P�� ti as Recorder' s �Fee No . 78043800, Deed Records in said county ; thence $°- -----a--__ D° , �� rA «� South 00 00 13 West ( South , per deed) on the east line of said second I cb o rI/ SSD% 0e'�'� P `��°�1 �� a. /� mentioned Bishop tract a distance of 233 . 94 feet (272 . 49 feet , per U I I o N r95PHAL T M"`' G 'A� SPG, R� ti0 ° ' deed) to the southeast corner thereof ; thence North 89°42 ' 43" West !Y cn .\ �G v.�. ��, o� bo (North 89°42 ' 30" West , per deed ) on the south line of said second I 'n X3.9-7 .. 23 98. ./ 5 �o mentioned Bisho tract a distance of 60. 00 feet to the southeast I I U 30.00 - 3 0.00 - - 40 00 _ -- _ y x. P O lv 1 I ' corner of Lot 17 , FANTASY HILL, a plat of record in said county ; �� c Vroe thence South 00°00' 13" East a distance of 282 . 88 feet ( South 283 1 'y / a� �, ,� °�•• �^ feet , per deed) to the Point of Beginning , containing 3 . 47 acres , \toe c I° 43 or 151 ,006 square feet . v�. r-� O I ! 589°5947 W 589°59'47"W 589°.59 '47"W ' .; yes\\� \�° R-4�.Q0 �� d� `t Subject to any easements and restrictions of record .31 51 _ / n► �B-_5go°4� 2Z w ��` •'J� The basis of bearin;rs of thi:~ description is `purvey No. 21,854 :;urve\ x I I O S I I `� 99.90��]„o`ti 3, Records of Vlashington County .X . F 0 � L-•59 ,r .Ir 0 \ \ "� I �x Q ap e po �s�\ \` , � _ j C' 8 ? CERTIFICATION FOR Sl11tVr:YS � � � ' V 1 CO 3II \ a I o o 1 0o I o n Z x LAtruded Curb- D4 No 4 ' wnod I I "� ' `' ' Civew) \ \ I hereby cert i ty to Public Storage , Ine•. . , that thc• survey pre- 1 V) o �, 0 0 I F� sig Z R ` �� ,I� red by me ent i t ]ed "Bl1IL1�lNG CFRTIF I('ATIC)N" was ae tual l Z ,3e9,n Barbed l 0 n N s r ► Y Wire Fence N 89'42'43°W 60 .00 0 v � /�TR SfOrmcP, � � m�,df• upon the ground and that it and the information , courses rd 518"z R I-29. 0 - °o ' �✓ /;�°d ,� anal ,listan, c ti shown thereon arcs correct ; that the lin( :, of Held I �� 00 I , r'� / actual po: .,#-�; :ion are , by field survey , the same - ' and all are 4� i I p ; within the houndary lines of the property ; that ,.he•re are• no violations, of zoning ordinances, restrictions or other rules 1 and regulation- with reference to the location of said buildings N Q `M 20.00 I \ and improvements ; that there are nc� easements , uses or encroach- I / \ ments from, or upon , or affecting this property appearing from TZ , ` a careful physical inspection of the samo , other than those tie I �� shown and depicted thereon ; that all utility service-, required Oti�I; Q\AV ati P for the operation of the premises either enter the premises through adjoining public streets , or the survey shows the point of ent.ry and location of any utilities which ass throw h or N ( .0000 oo^ ^� ,• Dc� a g private land ; that the survey s hows � � � ,• are located on ad •crinin V B;Q: the location and direction of all storm drainage systems for 0 / 4' the collection and disposal of' all roof and surface drainage ; r 1. T Z r, "' � / ''° that any discharge into streams , rivers or other conveyance ► 5e/back T' �P ; L system is shown on the survey ; and that the parcels described Q ' \ hereon :•io not .lie within flood hazard areas in accordance with the maps entitled : "Flood Insurance Rate Map" , or the "Flood Hazard Floodway Boundary Map" , or the "Flood Hazard Boundary Map" or the "Flood Boundary and Floodway Map" published by 1 5E TIl � , cod the Federal Emergency Management Agency . This su.-vev is made W 0 Z Fee no 83- 0975 O \e, in accordance with the "Minimum Standard Detail Zequirements Z ; °' / -1 r-63 �' �x° for Land Title Surveys" 'oi nt 1 y established and ado ted by v W "' .� b Q� q J P �i t ALTA and ACSM in 1. 62 . q Z CD - - N O ' N z w I , Fd 5,�� z LNC _ --- - - _ i d 1, Sef s/e 'x 3p" lion rod w�fh Wak��r 2 N I i I ti �J �) SSDC/Q�e`J� ( (Q 1 1 l t' C(� '� 1� Z o j I °.l Inc a/Urn CQP Signature (,.� (,,,r.� I I• 36 "0 c,� ,_,_Set 516"x 3o" iron rod W/>/7 WaArer s �' ) a 01 c/v0 l�ar6ed o o , N N As oc/ctfes .8eq,n 6 ' WoodFence o X� ti ((a Ing /Qsf/c cap , 0 ,� �, s• n Se;` cess scrQt,v w/ brass w05he' narked "L5 940" Fd 5/6„Z R,� v6 ♦Fouad rno Date -- --- -- Held 5 I ps',• ,� numenf a5 rioc eor C` z ` NI h v w I � Manhole � � o �N' SS Sanitary Sewer - v 0 W i 1 �, 0�. SQnI tQ ry Sewer Easement i 1�t��F SSt��IRl+�t 5CAOa (�(� m o 5 69°S9 '4 7 "W i Q >� _/e a n ou >` A>r,+;.� 5►uR4'F:Ytas� �V I i I p 20.00 lana �! 2 T Z Trapped In le t Y ^o> o 1► n h I? ,<c�y5� ��-( S.D. Fd g/8„I R. Ne;�' ��S -Junction ,�nx ��.r�Q�l�:�..cM r nG I I I cp AN Se, ® s De to n tion I Junction Box �R��,:;•j�"'-' � o I alo JJ C8 Catch 8a5rn A4y ,y br l �, _23,y?_ 3-,00 _ _2_ �4A_ _ 30 00 - z4 35 0 24 ,� W Wafer Line r . fI>1le N %Vr! ;.;>�• 0 � _�_. �n 60.00 � I I � � � WM- Water Meter t��..:,. 1'!�P[K !ST I co co 08• ,- �''' Extruded Curb � fh - Firehydranf = d Q I e r _' - --- - - - - - -- - - 1C 'LS r five w) 0 6.V - GQte Ya I ve l' I c�tr�ded ,- A5PyAl T , �--_ ---- S.P Conc Pod for RRy h D Dumoster (Gor(1ape) `t o p V �_ pl ico (_ - -- C.O. - 6� �PCUrit 6nfe �' sr k +�0 ?.2� 5! ( U� C.0' y o� ;b p' CD/1C refer° ------ 240 2Z - New Curb� Wal,, O r� a I � •``) N89°48 iz "E � ' � Ae tib ' til t _ ,n b o to 0 o `-;'5' 5r4orm L)rn;n r, . WALK N ,1 , 00 I m o 2"VENT P/,04 o Ea5ernenf --Fee*$ � + - -J L '^ a 5-O 5 073 '2-11-85 A s e f h FCI 5/8 1.R \;' 22.6Y C O. C.O, , , `. Z4y 22 METERS be ,, o� -- -- _ - -- �+.J � AS S OF ,B,EAR /N � S o lg, W 0.67 �' - - _ - _ __ - --------- ----- - ---�� - Q ti "' - -- - _ Boa No. 64/23 N 89'48' 12"E 283.22 -� CS # 21)8515 -- -- Porn f o� 1 I � m seg/1111!119 I / p ` � \b - _ DESIGNED DRAWN NP-8681A7C_ x I F:d I� h� / YQe��G(�� :\� '� / VIGI W ITY MA � COMP TJe 1I CHECKED L B W �a SHEET NO ` AUU ;:i W! 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EZ 72 li� Oz sr 81 LI 91 �1 ►i EI ZI II 01 6 9 L 9 S b E y' 1111Illlloll 1111111III I111111111111111I� llIlhnlll1t111[111111t1111111i111u1�1<e11111111111111111611111111111111111111111111111111!1 loll 111111111I11111111III Ili II11Ili I111,1111lllllllllllllllllllIII!111J11111JJIU1111111111111111111111IuulJl1111II lIWIlJut1!!llllu�ll�llhW)eIIIII) MAY 7 .199ACO ►- �...�.� �-- �w! , ._....,-�.-•.:.._...-....tea..,. "`„•-.._--- . - :"•a�'r"°`•t y,�, • `�� Exist. Sewer Line ti°A� _ Y TP-4 IgTP-7 • Xr TP-3 r 1 J TP 8 Legend w . TP- % TP- 1 Test pit Location [;3 Tentative Building ITP-5 Location ti 3� Exist. S rrrr Line ' 's. 1 p •.� er,.o a •• •. 'T 3 '• TP4 p • Scale 0 3' ' 60f 90 • ......�..t k TERRA SITE PLAN r " `' ' ASSOCIATES TIGAROm OREGON Ref. Waker Assoc. Plan dated 7/86 �". .".r� � GeotFlchniccil Consult(m,s Proj. No. 342 Date 7/8g Figure 1 1 M7 * � w. ' _ r, IIr111 � 1I' IP111 � IIIIIIIIIIIif'IIiII� � 111 � 1Ii � 111 � 1Il � lll � il � � 1 ijlll lli ` bll � l I � iI1 � lll � IITp�IIt � I I � III � C I � II10 ! I � III � I .i � lllil IIII111 IIII111 IIII111 illltj IIII111 IIII111 111 III �, NOTE : IF THIS IA ICROF I LME D �- ( 2 __-- 4 5 6 7 8 9 i , 12 DRAWING IS LESS CLEAR THAN '�'� �► . THIS NOTICE , IT IS DUE TO THF Q.JAL.ITY OF 'THE ORIGINAL DRAWING. OE 62 92 LZ 92 SZ bZ EZ ZZ 12 OZ 61 of el 91 JI ti I E: 1 21 11 0 ! -6 9 L 9 S b E Z 1 �tlII1111�IIIIIIIIIjIII111111jI111I1111II111�IIII�IIIIIlIiIIIli111111�11lIIII11�11i1IIIII�IIIIIIIIIIIIIIIIII.I.IIiIIIIIIlI11�1II11D�1111I11'IIi1lII1111�1111IlIIII111111111IiIIlIII IIIIIIIIIiI�IIIIIIIIlI111111111�111�II��I�IIIIIIlIII11I1111IIIIlIIIIIIIWllU�t111I1111�1}1111 !!I1}III}11II11}II!l1lIII11 MAY 7 19 92 _.. _ .,---. ._ ,:w,�,r_. .:aK•.�....- 'a,oy!a-�'a -... -- - -:.-s......,....,g.r-'^ :'i!Nir. ......rpm...,rn.--..... ,. _'�____' ___ - ; �•"'S 'F ...., i e u� , wr .� u� sw w w w �► SVS PACIeIC IIIGH6a� . v M .91 � ...,,,.,......,.....«,a. ,yMrNw...w rrp .WLY,«►r,-- � ,.:�,,.�w,w..,,�MAY,G .._.. rr r' r 7 1 co i � r -0 00100 .� �+ U m w cl O o 0 to tj v f rn ^ w OL to 0 1 a I ce Lr th -4 1 zoc 0-4 a .4 V OA o © to a0 a rbV A ,p " v y to L� 4-1 J 0 p U L-1 L.1 L-1 L_1 U U U U Li -i � r ~ .• CC) INS { � r + al �� .. ki PC co `a .. 104 " t It w w w w z I low. 1,m i ULf UD .� 20 � c V +°3 � p Nt 10 4 4 � to i to � H a s s 0 r I � I I y m � � H � 04 Lf d b uto m w rf O U � r C14 cc ° 4cc 4 A I 1 L j y � P D oc �, oa 0 to 46 U � H a \ 4 CJ G0 � p to I to t 1 � 3 P r I I o � ati ir 0 to w 9 49 ;T.4 a0 � bo V IN t, o INSPECTION NOTICE City of Tigard Building Department el S"'7 7 �,Z P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �_� ~ �4 -- Date Requestted� '� Time A.M._ P.M. Address �L —� / Permit Owner_ �' t Lot —_— Builder _The following Building Codc deficiencies are required to be corrected: Presentee to --_ -- [� Approved Inspector �__ _ _--_____ U Disapproved Date C CALL FOR REINSPECTION YES 1=1 NO w IN PIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 39772 INSPECTION NOTICE .4 OW N E R DATE 5 OCCUPANT -OCCUPANCY LOCATION /J',I, XV,, f S Lti YOUR ATTENTION 15 CALLED TO THE FOLLOWING TIRE 9ArETY DgFtC/tNcltsl -1/7Z t"K0 C4(4 Lj'-�-Voy FAtL.UnE TO CORRECT TIBC ABOVE CONDITIONS WITHIN _nAYl WILL MAKE YOU LIA"LE TO r"OlFCUTI0194 914CLILC nr RESULT FROM SUCH CONDITIONS YOU MAY PF LIABLE FOR DAMAGES. 10 Tay 05�sjo'/nnovil'ONS or ORS 47;% 1 gn By .74 71,11 WASHINGTON COUNTY FIRE DISTRICT#1 RSHAL 20665 S.W. BLANTON STREET ALOHA,OREGON 97006 649.8577 PRESENTED TO FORM 900 - 40 i O'DONNELL, RAMIs, ELLIOTT & CREW MARK 0DONNELL ATTORNEYS AT LAW CANBY O►►IcE TIMOTHY V RAMIS SALLOW & WRIGHT BUILDING IRI N GRANT,SUITE 202 KENNETH M ELL10Tf CANBY,OREGON 97013 STEPHEN-F CREW 1727 N W HOYT STRCLI 15031 266 1149 CHARLES E CORRIGAN• PORTLAND.OREGON 97£09 KENNETH H FOA 15031222 4402 AOMINISTRATIVE ASSISTANT JEFF BACHRACH MARGARET C HAND STEPHANY WATSON PLEA$E REPLY Tb PORTLAND OFFICE SHARON L WILLIAMS MICHAEL REDDEN OF COUNSEL •ALSO ADMITTED TO PRACTICE IN SPATE OF WASHINGTON July 29 , 1967 Henry L. Skidmore Attorney at Law 1611 - 1],,6 t h N.E. Bellevue; WA 98004 i Re: Public. Storage, Inc. , /Pietro's Joint Access Easement and Maintenance Agreement Dear Mx . Skidmore : In response to your letter of July 23 , 1987 , concerning the above-- referenced agreement between Public Storage, Inc. , and Pietro's, thank you for offering the City of Tigard an opportunity to review and comment upon that agreement . I am afraid that I must decline your offer. As you can appreciate, on behalf of the city I must be careful not to give the impression that we are approving or endors- ing private contracts, such that a party later dissatisfied with developments pursuant to the contract might cons+ger including the City of Tigard in legal proceedings. I am glad that Public Storage and P!etro's were able to come to an amicable resolution on this natcer. Very truly yours , O'DONNELL, RAMIS, ELLIOTT & CREW Charles E. Corrigan CEC:dd /�/ cc Mr. Brad Roast , Building Official t' Ttj �- 7 � `f 1' ,tA- l-f M t A 4�� V4_41 XW XNA AGREEMENT FOR EASEMENT This Agreement, made and entered this day of ,July, 1987 by and between PUBLIC STORAGE INSTITUTIONAL FUND, a California Limited Partnership, hereinafter called the "First Party" , and RICHARD LUTY and PAILINE E. LUT'Y, hereinafter called the "Second Party" ; FOR GOOD AND VALUABLE CONSIDERATION the parties agree as follows: 1 . The First Party is the record owner of the following described real estate in Washington County, State of Oregon, to wit : That parcel lying in the City of Tigard and being described in Fee Number. 85•-5075, Deed, Records Washington County, and legally described on Fxhibit B. and has the unrestrictive right to grant the easement hereinafter described relative to said real estate; NOW, THEREFORE, in view of the premises and in consideration of. $1 by the Second Party to the First Party paid and other valuable considerations , the receipt of which is hereby acknowledged the parties agree as follows : The First Party roes hereby grant , assign and set over to the Second Party a private sanitary sewer easement with ttte right to have access to the sewer line as described on the attached Exhibit A. This easement may be removed upon mi' 'al consent by the parties. The easement described above shall continue forever and shall run with the land. The Second Party agrees to hold and save the First Party harmless from any and all Maims of Third Party' s arising from Second Party ' s use of rights herein granted. Second Party also agrees to maintain said sewer easement . Except as to the rights herein granted, the First Par,-y shall have full use and control of the above-described real estate. The Second Party shall have rights to enjoyment ind maintenance of this easement . This Agreement shall bind and inure to the benefit of the parties and their respective heirs, Executors , successors and administrators. PUBLIC STORAGE INSTITUTIONAL FUND, a California Limited Partnership By: PSI INS'T'ITUTIONAL REALTY ASSOCIATES, INC. General Partner DONALD N. HOF At Vice President STATE OF CALIFORNIA ) ss COUNTY OF ALAMEDA ) On July 2q_, 1987, before me the undersigned, Notary Public in and for the State of California, personally appeared Donald N. Hoffman personally known to me to he the Vice President of PSI INSTITU`1'IONAL REALTY ASSOCIATES, INC. , the corporation that executed the within instrument and known to me to be the persons who executed the within instrument on behalf of said cocporati.on, said corporation being known to me to be the general partner of. PUBLIC STORAGE INSTITU'T'IONAL FUND, the limited partnership that executed the within instrument and acknowledged to me that such partner and that. such partnership executed L'te same. ? WITNESS my hand and official seal this 2 q--h day of 1987 . r ` OFFICIAL SEA RtfTH C RUTH C. EASTON NOTARY PUBLIC-CAItrORNIA AtAWDA OOUKN Mr comm. expiras MAR 25, 1991 �+p.0+•.►7.Sr t�r•c�t��ror-�e- t 1W IF RICHARD LUTY PAULINE LUTY ^� STATE OF OREGON ) SS COUNTY OF WASHINGTON ) Personally appeared who being first duly sworn did say that the former is the _ of the corporation and that. the seal af. ixed to the foregoing instrument. is the corporate seal os. said corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each of them ack owledge that instrument to tie his voluntary act and deed. In testimony whereof , I have hereunto set my hand this day of July, 1987 . NOTARY PUBLIC in and for the State of Oregon residi.-ig at My commission expires: A CIVIL EERING WA K E R RLANN GIN SURVEYING W—A Associates inc. Legal Description for July 2 , 1987 PUBLIC HTORAGE, INC. 64109 PRIVATIK SANITARY SEWER Situate in the southwest quarter of Section 2 , Townshl;? 2 South , Range 1 West , Willamette Meridian , City of ;'.Lgard , Washington County , Oregon , and being the centerline of a 3.0 foot wide private sewer easement described as follows: Ileginni.ng at a point on the west line of the Public Storage parol as surveyed in County Survey No. 21 ,956 anti also ')e:.ng on the earl line of the plat of FANTASY HILL, said point hei.ng North 00"00 ' J3" West a distance of 84 .0 feet and North 89'59'-17" Fast a distance of 6.0 fMet from the southwest. corner of S[Lid County Survey No. 21 ,856 and running thence South 27°39' 66" East a distance of 36.61 feet to a point 1 . 50 feet north of the south line of. said County Survey No. 21 ,856; thence North 89'48 ' 12" East parallel and 1 .5 feet north of said :youth line a d-stance of 205.0 feet to the end thereof. The sidelines may be lengthened or shortened *o terminate at right angles to the end of said easement . The iasis of bearing of this legal. description is County Survhy No. 21 ,856. Rrons1P" E PRoir Blo LANE) V . LFGV I 11052 jol y UC�N dur r n tam 1. BRIAN WEIpggT �'fl41) t; 11080 S.W. ALLP 01-VD. / SUITE 100 / BEAVERTON. OREGON 97005 I (503) 643-9410 i w N 0 � 1 � b N flu/74IzY .'5 Z7"33 �5ro"E 1'1 iiti_toy' i i 5�K/� E�6 ME/l.l T CK'o CINII ENOINEEIIlN(i VI E1 j�KE 1LANNNMY••l1MVtY1N0 Mr! 7 dT "��es Inc. KAe1 / . 50 11M 8 w ALGIN KVo I1Nrt 109 1 UNIMON, SM / r i,egal Description, Page 5 Order No. 239419 ---A tract of land in the Nortaetl°Westl�ofLtheof the Willanette}lMeridian,quarter the of Section 2, Township 2 South, Range City of Tigard, County of Washington and State of Oregon, described as follows: on the line between szctions 2 and 31 Beginning at a 3/4 inch iron pipe Township 2 South, Range 1 West of the Willamette thekquarter sectioncornercommoCountn to Oregon, which pipe is 1305.0 feet South of the q thence South 89°47' East 283.35 feet to an axle set on said Sections 2 and 3 said the Northwesterly boundary of the reler ocatedile Alexander Jf 1.uty et uxgltract as point being the Northeast Y Deed Records of described in instrument recorded in Book 355. page 74, D boundary Washington County; thence North 33°15' 17" East along the Northwesterly Y a said pacific Highway 85.00 feet to theent`Ir teastedlascorner order' sof }1FeeeNo. Corporation tract as described in i said Her.f ' s tract as 78041342, Records of Washington County; thence along y fo,.low s: North 56°44' 43" West 140 feet, North 33°15' 17" East 181. 15 feet, North 56°44'43" West 28.00 feet, North 33'15' 17" East s tway•oP said�Pacific uth Highway, East 168.00 feet to the Northwesterly Y said point being the Northeasterly cOrnely rigl tof sofdweyr121s26rfeet; tthenceriSouth 33°].5' 17 East along said N 38°18' 30" West 139.75 feet to the beginning of a 40 foot radius curve a to tile distance right; thence along said curve through a central angle of 84 North ' East of 59.31 feet; thence North 56°v347" West 108 feet; thence North 19°30' the most therly 123 feet; thence South 84°3bur2'Bisilop,ast lJr., tract tasodescribed inuinstru instrument ,southeast corner of the Wil cords of Washington County, thence recorded as Recorder' s Fee Nc- 7900879. 2, Re North 65047' 52" West along the Southerly line of said Bishop tract 7tra feet; of said Bishop tract thence South 89°08' 25" West along the Southerly line_ ct 376.37 feet, said point being on thded asnRecorder' siFeer110. 78043800; thence (`1B, e East tract as described in instrun, :nt recor South along the East Line of said second mentioned Bishop tract, 272.49 feet. West feet to the more or less, to the ofsoutheastecondementioned� Bi.shopeTract, 60°42 1 2 along the South line FANTASY HILL, also being a point on the W-st line Southeast corner of of 17 , oint of of said Section 2 which is Northo283 feetalonfrom theWespline of Sectionn2 of the herein described tract; then ce distance of 283 feet totile Pednpremiset of Riconveyed xtopthe gStateeofoOregon by and portion of the herein d Page 421, through its State Highway Commission by Deed recorded in Book 332 , b Deed Records of Washington County, Oregon, --- INDIVIDUAL-G9111ERAI PARTNERSHIP PERMANENT PUBLIC UTILITY EASEMENT K.`o)W ALI. MEN NY THEti£ PRESENTS THAT Public Storage institutional Fund, a fall ornle Limited P rtnership ,. hereinafter �slled the Grantors, in consideration for the sus of __Ha dollars ($ -Q- ) from the City of Tigard, hereinafter called Grantee, grant and convey unto the City of Tigard a perpetual easement for constructing, reconstructing, operating, maintaining, Inspecting and repairing of public utlitles and appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other obstructions on the following described parcel of land, situated In the City of Tigard, Washington County, State of Oregon: See Exhibit"A" IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title or Interest except thou ex,)ressly stated in this easement, nor otherwise prevent Grantors from the full use and dominion thereover; provide', however, that such use shall not interfere with the uses and purpoeso of the intent of the easement. IN CONSIDERATION of the premises, Granter agrees that It sold Grantee, its successors or assigns should cause said easement to be vacated, the rights of the Grantee In the above-described easement will be forfeited and shall immediately revert to the Grantors, their nucceasors and assigns in the case of such event. To HAVE AND TU HOLD t e above-described and granted premises unto acid Grantee, its successor* and assigns forever. IN WITNESS WHEREOF, the grantor(//j has JhVl1M hereunto set his 00,J) NIAW) hand(ib and seal(/ij this day of , 19 Public Storcge institutional Fn BY P51 nslitutlonal Realty Associates, Inc. EAI.) (SEAL) a California Limited PartnershlPlggAL) STATE OF OREGON Donald N. Hoffman, Vice President • ) as. County of Wsshtngton ) BE IT REMEMBERED, that on thio day of , 19 , !)efore me, the undersigned Notary Public in and for the State of Oregon, personally appeared the within-naned Who Is (are) known to me to be the identical individual(,) described in and who executed the within instrument and acknowledged to me that he (she) (they) executed the same trtely and voluntarily. IN TESTIMONY WNEAEor. I have hereunto set my hand and sent this day 19`_� Notary Public for Oregon {NOTARIAL SEAL) My rommission Expires: Approved as to form this day of 19 By: City Attorney - City of Tigard Apprm•ed as to legal description this - day of 19_Y Nv: _ City Cnxineer - Cfty of Tigard Approved this .)ay of , 19 �(.iTY 4.0UNCIL, CITY or TiGARU. OREGON By: (02249) City Recorder - City of Tigard t � � CIVIL WA K E R PLANNING ENGINEERING. SURVEYING W.A Associates inc. EXHIBIT "A" Legal Description for 64106 PUBJA C STORAGE, INC. December 10, 1986 WATERIABE EASHMM'P Situate in the southwest quarter of Section 2 , Township 2 South , Range 1 West , Willamette Meridian , City of Tigard, Washington County , Oregon , being 10.0 feet wide and lying 5.0 feet on each side of the following described centerline: Beginning at a point on the west right-of-way line of Pacific. Highway (U.S. Highway 99W) , said point being South 00°01 ' 10" Fast a distances of 697.57 feet , South 00°00' 13" East a. distance of 607.67 .feet , North 89°48 ' 12" East a distance of 283.23 feet , and North 33°15 ' 17" East a distance of 348, 18 feet and running thence North 5,6'.13 ' 47" West a distance of 168. 55 feet to the end thereof. The basis of bearing of this legal description is County Survey No. 2:1 ,856. 1,EGV i 1 J02 RBGIATiYtllCp PROFrass;0KAL LAND SURVEYOR ll OREGON ,Nr,r � NSD L. M"bVMART M4 I 11080 S.W. ALLEN UIVD. ! SUITE 100 / DEAVERTON, OREGON 97005 ! (503) 6439410 CORPORATION PFRMAVENT SANITARY SEWER PASFmmr KNOW ALL 4FM BY THESE PRESENTS THAT Public Storage Institutional Fund, a CsTMcrn • mtTIt;Q FTr`tners h•re:na ter c4llo4 No .ran'tora, in cnnalderetton .nr t o sue of No dollars (I -0- ) from he City o h ear hereinafter called Grantee, grant aconveY tunto the City of Tigard is p.rpetual easeeent for constructing, reconstructing, operating. maintaining, tnsnectlnR and repairing of an un4er4round sewer line and appurtenances, together with tie right to remove, •s necessary, vegetation, folla/e, gees 4n-i other obstraW ons on the following described parcel of land, situatM in the City of Ttgsrd, Vashington County, State of Oragont See Exhibit W IT IS IMPRERRI.Y UNDERSTOOD that this e440mont does not convey any right, title or Interest except those expressly stated in this easement, nor otherwise prevent Grantors from the full use and dominion thereov.rl provided, however, that such use shall not Interfere with the uses and purposes of the Intent of the easveent. )V CONSIDERATION of the promises, grantee agrees that If said Grantee, its successors or assigns should cause said easement to be vacated, the rights of tho r:rantse In the above-described easement will be forfeited and shall taneit4tely revert to the Grantors, their successors and 4ssigns in the case Mf such event. TO HAVE AND TO HOLE) the above-described and granted premises unto said :rantee, its successors and sssigne forever. IN MifAPg4 tIMMP, the unlaraigne4 corporatton has caused this e44eeent to be ssecute4 by Its duly suthortted. unders!gned officers acting pursuant to resolution of its hoard of Directors. Public Storage Institutional Fund, a California limited Partnership S PSI Institutional Realty Associates, Inc. creme a�'�oration en - I Partner Corporate Seat OboWald N. Hoffman, V ce President STATE OF O'EIIGON } NY: as. Cecretary rnunty of V40htnliton ) Personally appeared and who, each being Iretwuly sworn, id-say �thr n Wer s the president and that tP• latter is the secretary of s corpor4tlnn, a tTiet t e � tsrd to the foremaIng nstrusant is the corporate seat of lal..i corpo,-.t, n and that W1 Instrument was stgne4 and vented in behalf of 0414 rorpor4tion by authority of its board of directorsj and each of then acknowledRe4 said lnvtrueent to ee its voluntary act and 4004. Nntiry `u lie or regnn (NOTARIAL SEAL) 4v CMMt0+inn Expirest Approved as to Iewiai description this day of Ay: Title: Approved this 447' of 19__ DF.PARTMEYT OF Cr)"rvlrY DF.VM,'1P4VMT By. ttelet NG K E R PLANNING - S RI CIVIL WQ, VEYING WA Associates inc. EXHIBIT "A" I.,egal Description for 64106 PUBLIC STORAGE, INC. December 10, 1986 Revised January 16, 1987 SANITARY SEWER EASIMENT Situate in the southwest quarter of Section 2, Township 2 South, flange 1 West , Willamette Meridian, City of Tigard, Washington County , Oregon , being 15.0 feet wide and lying 5.0 feet on the, westerly side and 1.0.0 feet on the easterly side of the following described centerline: Beginning at an existing sanitary sewer manhole, said point being South 00°01 ' 10" Fast a distance of 697. 57 feet , North 89°08'25" Fast a distance of 351 . 17 feet , South 00°00' 13" East a distance of 90.06 feet , and South 00°51 ' 50" East a distance of 1.0.99 feet from the west quarter corner of said Section 2 and running thence South 41°11100" East a distance of 39.97 feet to a point on the west line of that parcel described in Fee No. 80-2.867 and the end thereof, said point being .south 19°30'00" West a distance of 24. 21 feet from the northwest corner of said parcel. . The side lines of said strip to be shortened or lengthened to terminate at the west boundary of said Fee No. 80-2867. Subject to any easements and restrictions of record. The basis of bearing of this legal description is County Survey No. 21 ,856. 1,EGV 1 1004 RiC49eirprRaD PRO F- ^rxgCKAL ID '"LY 14.1978 rHOIVVAS J. BROWN R#1675 11080 S.W. ALLEN! BLVD. I SUITE 100 / BEAVERTON, OREGON 97005 I (503) 643-9410 t � SIA11 or CALIFOCI tA Alameda to COUNTY 0C. ► February 3, 1287 _ bsfert one. tl,r under tipnrd, a Notary Public in and for � sold State, pDonald N. Hoffman ta rcolly apptared personally known to asN la be the Vice aresWent, and r known to ntr to be the utottery of � 9 PSI Institutional Realty Associates, Inc. U the corporation that tseeuird the within Inttrumrnt and known s, :_ to me to be the ►mons who earcuted the within inrtrumeno an _ • beholl OF cold tarparation cs:d cotperat:en berg known to rte OFFICIAL SEAL i c y tab the prnrral pannte of Public Stora eg NJT�j C WTON "t'��, i.7""C�,c� i,i: i. I l'31_Il:,- •.'(�LIFORNIA Institutional Fund . IF.a 6mitrd pannerchip that raewud the within {mttumrm, and �I 1�h� �.A�'% ALAMEbA COUNTY n atknow:rdprd to me Ihai such pannet and shot tuth pennrrahip telly `�mm. rxnires MAN 25, 1987 i" aoetuted Ihr some. Z. a�^�'s�'c":�•vc-_ - este � WIINCSS mr bond and e:.)seal g Ruth C. *Easton • FJan.e (lyped of Printed) . 111►h•egg IM atMtd F061161 asq r Aa Yt1A7E Of CALIFORNIA A 1 arneda COUNTY W �� c February , 198Z baler• ter, she undets:gned. 0 Nolaty Public In end for 60110 Beast, personally •plrrted Donald N. Hoffman personally known to sees to be the V I Ce teae:dent. and r known as sur so M she Srtrteary of c I PSI Inct :tufjnnal $aaltu p6_.� ia� ib,c, - v the torporatnan that executed she within Mat ume:; and known � ►• me to late 11N percent who eoetuted the irurumant an • ' brholl of said toeporatioh, said sorpotatiow tering 1n,.ww tp me 7VI(7.1AL SEAL c r is be Ihr genteel psnntt of dub] IG Storage l I C FASTON ` 4 Institutional Fund _ � •�, , ., , uC . CALIFORNIA L� If* limited psnnreship that asolused the wlthias lnsuumertt, and til ALAMEQA COUNTY w •ebr.wwlydped Is east sbat &me% penrttr and that such pannarth:p ` Lr J. h?v comm. expires MAR 26, 19E7 1 eaeawled the aam.. WIINCSS easy Ita �ntd oRtt:a)s• ' ) Zign•tur• 0 `E Ruth C. Easton Name Hyped r Pointed) —� (Ih:s tete• lot e!S'w:ed notat:sl 0001) q►�M R e ! i t RECEIVEU HF>`IRy L. SKIDMORE, P. S. JUL 27 1987 ATTORNEY AT LAW 1611 116TH N F= BELLEVUE.WASHINGTON 96004 p'DONNELL.PAWS, (206) 453 1664 '•I July 23, 1987 Mr. Charles E. Corrigan Attorney at Law 1727 N.W. Hoyt Street Portland, Oregon 97209 RE: Public Storage, Inc. Dear Mr. Corrigan-. I am writing because I have dealt with you in the past regarding the Public Storage site in Tigard and had one other matter regarding that project that invovled the City. Public Storage is to enter an easement for access to the south portion of their property and also have a main- tenance agreement regarding the same with Pietros . What I did was combine the two in one document that is enclosed. My question, is that ok with the City. If you are not the right party to ask that question to, please give it to such person. The parties will sign the document next week. Thank you again for your courtesy. Very truly yours , He r,, 7, _�idmore HL:bp cc: Dean Beaumont I �r �r s � w w w ►nr w w JOINT ACCESS EASEMENT AND MAINTENANCE AGREEMENT This perpetual easement , made and entered this day of July , 1987 between PUBLIC STORAGE INSTITUTIONAL FUND, a California Limited Partnership, hereinafter called the "First Party" , and PIF,rRO' s CORPORATION, hereinafter called the "Second -arty" . FOR GOOD AND VALUABLE CONSIDERATION the parties agree as follows : 1 . The First Pa) '.y is the owner in fee simple of the following described real property located in the City of Tigard, County of Washington, State of Oregon, as set forth on the attached Exhibit A, and the Second Party is the owner in fee simple owner of the real property in said city, county and state as set forth in Exhibit B and said two parcels adjoin each other ; and this desire to grant to each other an easement and right to use a portion of the First Party ' s property for a joint access area for both owners of land . 2 . The First Party conveys to the Second Party a perpetual easement for access over the First Party ' s land for ingress aAd egress to the Second Party ' s property to the following area, described on Exhibit C hereto. It is mutually agreed that each party may use in common with the other party, the whole of said property described in Exh.i')it C, including that portion for ingress and egress of motor vehicles,pedestrians and uses incidental to each ' s lawful use of their respective property. 3 . It is agreed that First Party will provide 100% of the casts of day to day maintenance of the property described in Exhibit C. Any resurfacing or large holes that occur shall be repaired by First Party and each party shall pay for 1/2 of the repair cost . First Party shall. remove a portion of the landscape island on PIETRO' s property located just North of the property described in Exhibit C on the PIETRO' s parking lot within thirty days of this easement agreement; being signed. 4 . Each of the parties shall maintain liability insurance which shall meet the standard in the industry for the particular types of properties that are used. The insurance policies shall name the owner of the adjacent parcels as an additional insured in connection with the use of this easement . 5 . The Second Party has the right to construct and maintain a lightad directional sign designating PIETRO' s PIZZA in the easement area described in Exhibit C. 6 . Except as to the rights herein granted the First Party shall have the full use and control of the above-described real estate. 7 . The Second Party hereby agrees to hold and save the First Party harmless from any and all claims of Third Parties arising from the Second Party' s use of the rights herein i granted. � 1 IN WITNESS WHEREOF, the undersigned have caused this easement to be executed by its duly authorized, undersigned officers acting pursuant to the resolution of their board of directors . PIETRO' s CORPORATION By -- Its President By_ Its STATE Or OREGON ) SS COUNTY OF WASHINGTON ) Personally appeared who being ia first dulv sworn dl say that the former is the _ of the corporation and that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each of them acknowledge that instrument to be his voluntary art and deed. In testimony whereof , I have hereunto set my hand this day of 3uly, 1987 . NOTARY PUBLIC in and for the State of Oregon residing at My commission expires : PUBLIC STORAGE INS`T'ITUTIONAL FUND, a Washington Limited Partnership By: PSI INSTITUTIONAL REALTY ASSOCIATES, INC. By_ _ DONALD N. HOFFMAN Vice President STATE OF CALIFORNIA ) ss COUNTY OF ALAMEDA ) On July 1987 , before me the undersigned, Notary Public in and for the State of California , personally appeared Donald N. Hoffman personally known to me to be the Vice President of PSI INSTITUTIONAL REALTY ASSOCIATES, INC. , the corporation that executed the within instrument and known to :ie to be the persons who executed the within instrument on behalf of said corporation, said corporation being known to me to be the general partner of PUBLIC STORAGE INSTI'T'UTIONAL FUND, the limited partnership that executed the within instrument and acknowledged to me that such partner and that such partnership executed the same. WITNESS my hand and official seal this day of 1987 . RU"H C. EASTON i l Legal Description, Page S or No. 239419 ---A tract of land in the Northeast one quarter of the Southwest one quarter of Section 2 , Township 2 South, Range 1 West of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, described as follows: Beginning at a 3/4 inch iron pipe on the line between sections 2 and 3, Township 2 South, Range 1 West of the Willamette Meridian, Washington County, Oregon, which pipe is 1305.0 feet South of the quarter section corner common to said Sections 2 and 3; thence South 89°47' East 2.83.35 feet to an axle set on the Northwesterly boundary of the relocated West side of Pacific Highway, said point being the Northeasterly corner of the Alexander J. Luty et ux tract as described in instrument recorded in Book 355 , Page 74, Deed Records of Washington County; thence North 33015' 17" East along the Northwesterly b0dndary of said Pacific Highway 85.00 feet to the Southeasterly corner of the Herfy s Corporation tract as described in instrument recorded as Recorder' s Fee No. 78041342, Record, of Washington County; thence along said Herfy' s tract as follows: North 5604'4' 43" West 140 feet, North 33° 1.5' 17" East 181. 15 feet, North 56044'4.3" West 28.00 feet, North 33015' 17" East 68 .00 feet, South 56044143" East 1.68 .00 feet to the Northwesterly right of way of said Pacific Highway, said point being the Ncrtheasterly corner of said Herfy' s tract; thence north 33015' 17" Fa4t along said Northwesterly right of way 221 .26 feet ; thence South 38018' 30" W--.,.;t 139.75 feet to the beginning of a 40 foot radius curve Io the right; thence along said curve through a central angle of 84°57' 4.3" a distance of 59.31 feet; thence North 56043'47" West 108 feet; thence North 19030' East 123 feet; thence South 84031' 52" East 120.52 feet to the most Southerly southeast corner of the Wilbur Bishop, Jr. tract as described in instrument recorded as Recorder' s Fee No. 79008792, Records of Washington County; thence North 6j°47' 52" West along the Southerly line of said Bishop tract 75.99 feet; thence South 89°08' 25" West along the Southerly line of said Bishop tract 376.37 feet, said point being on the East line of the Wilbur Bishop, Jr. (JB) tract as described in instrument recorded as Recorder' s Fee No. 78043800; thence South along the Fast line of said second mentioned Bishop tract, 272.49 feet, more or less, to the Southeast corner thereof: hence North 89042 1/2' West along the South line of said second mentioned Bishop Tract, 60 feet to the Southeast corner of Lot 17 , FANTASY HILL, also being a point on the West line Of said Section 2 which is North 283 feet from the point of beginning of the herein described tract; thence South along the West line of Section 2 a distance of 283 feet to the point of beginning. Excepting therefrom chat portion of the herein described premises conveyed to the State of Oregon by and through its State Highway Commission by Deed recorded in Book 332 , Page 4219 Deed Records of Washington County, Oregon.--- � X f ,a M rw A tract of load is the Loathreat gwrtsr of 6ectios 2, Tamahip 2 "t►. JUMSe 1 Meet of the Millooestto heridia+ is ttw city of Tigard, Mashiwitom County, oregoe described an follawa, leginnins at the Mort""tsrly eoraer of that property daeA04 to Alexm&Aar J. Luty d Paulin 6. Laity and described in book 353, page 14 of the Deed 1►oear4a of Mashinitoe County, said point of bogfsaiy being r� A M 61'46'40" [. 263.21 feet frac s the ia,ch iroa pipe aarkine the tenial point of MUMS. a plat of recv"l � said point also being oe the wortlwaa+tarly boundary of the relocated Meet gids pacifit High *T (owjK N ITATt B 11 MkY 11. WM)l thence M. 37`15'17" L•. , aloap the xorthwatsrly bocdary � } of said pacific ■ish"l 63.00 feet to the trw Point of l�cs inn ing l tMnce M. 56044'43" M., 140.00 NOt{ �r^� thence 6. 3315'17" g., 161.15 faOtl p , thence F. 54'44'43" Y., 25.00 faetl t hence M. 3 3'13'1 r H., 64.00 feet I these* 6. 56044143" 1., 165.00 feat to the Swrtbaeat+erly r ish t-ef-may of e&LA ran i[ A miaLwy l tr.ee S. 330151lr N.. e1ogg said rigbt-*f-wT 241.13 foot is %ho pslat of let immi"• . w Cwtaisla(-K•1 GA oqooee foot. y 1 V 6ri�eN .N r afte"!" eeer i t iaaa, eaiwr:+nut• ad t! Ott isti M a[ sMwci• M of tee drss McMf. �; A �`+ A► AstMR o lard•64 tisk,Msa"eoti r' ' �M Y .t 6�at►rtldar clteri11k2#dw�a A SH,Hs.4d; !!as 61H31wpMiva Y ! ` . yrl •tr . �.9 r�Y j.' OL .Y1 . �� .�• 'fin 110 11 1 1 r 1 ��y�srTT�1 Vol r IN `' 1+V. rte•.. 5 ,• C''.: 1, r ` * �1Y ti v ,�'y�' ,V. ► rt R.,�M wN . +: t r �G(' t. •� . �' ' '"�>y ��F �`i1?��. y 1�1 ts�4'�a� ��7�� i;l �a'�. •� .'� Ir. , � 1 i r �,� „v' + 'r+. "�• .5 „j hl��•. d r -; ,'M r \.y� � � 1�. Y� � ''tt��r�.�.1•{�'r1ry�t i��r,l I'w 1, t Z 1 w("�'1,. M��.r �. '1 "a. •'I 'IN�• ` � �� "J � 1� � � I�n�:Y,i�l - ' ,�� ,�.{� !'M'f'� 4i^- '{t�� °,�++� .Y �� f`�=r r •� � I r � �'. ��, r Iy�Y.'+. ;�: �� , 1 �� 4511i +, 1FI r��. 'f*�.l I.f�vit`k�.�111�. l�.��1.5 r r.��,1 �' '� �. 5 � il �� ' l t�� .• "1.r r�SfrllMr 1 a•.:. !�'3 ;�1•.� * r + "''� 777777VVV r5.�a{,h_. .�.r. };Y'.{{�� 1�1�� 1• 1�� '!� i ••v I�;l y�. S,,tL•?t w.. �!.,i ..�' N T'jfj '.y;;r ■" i •, '` h' +' �'N Y�j��1 `�� p��.J \N"� 1�1•{`pR ��' r t,•\�,� 1`.{» r1T•�� t�M �. '�..l � ,�'.RP{1�S�'��J� ',1�7, 7� ��1 ,�•'i, �;+,� �A1,t' r�,�,,,�1h�9�) rt ��. k `„�, �,,�� '1•� •}•,�� ' t�• y •�► ,�1�� ''�i1�a�i +1;Y}•�•9� j •,!!t��r � „ ih: �'+� , . r y , CIVIL EERING WA K E R PLANNINGIN SURVEYING W-4 Associates inc. Legal Description for 64106 PUBLIC STORAGE', INC. December 1.0, 1986. ACCESS EASEME14T Situate in the southwest quarter of Section 2 , Township 2 South , Range 1 West , Willamette Meridian , City of Tigard , Washington County , Oregon , and being described as fo11i.>ws : Beginning at a point: on the west right-of-way line of Pacific Highway (U.S. Highway 99W) , said point being South 00°01 ' 10 East a distance of G97. 57 fret , :south 00000' 13" East a distance of 607.67 feet , North 89°4812" East a distance of 283. 23 feet , and North 33° 1.5 ' 17" East a distance of 85.05 feet from the west quarter corner of said Section 2 , said point also being the southeast corner of that parcel recorded in flee No. 78-41342 and running thence South 33015117" Wert: on the aforementioned west right--of-way line a distance of 51 . 00 feet ; thence leaving said west right-of-way line and running North 56°44 ' 43" West a distance of 44 .0-9 feet ; thence North 00° 11 ' 48" West a distance of 61 .07 feet to a point on the south line of. said Fee No. 78-41342; thence South 56°46 ' 46" Enst on said south line a distance of 77 .68 feet to the Point of BePinning, containing 3 , 102 square feet , or 0 . 07 acres , more or less. Subject to any ease.mernts and restrictions of record. The basis of bearing of this legal description is County Survey No. 21 ,856. Rl�l�'1'FR>FO LEGV I 103 PMWESSION.AL 11L AICD f3U P`a'L'1/OR 0rzcc;0N A— IT Two L. 8111 4N WTIGART N40 I 11080 SVJ. ALLEN DCVI). / SUITE 100 / DEAVECkTON, OREGON 97005 / (503) 6439410 ► www w ww 1Www q C I WASHINGTON COUNTY INSFIIECTION CARD DEPARTMENT OF LAND USE AND TRANSPORTATION PERMIT�%,f�_ FOR INSPECTIONS CAL : 640-3561, 24 HOURS �� ,. FOR INFORMATION CALL 640-3470 DATE ��.L h7— ADDRESS ( _ — PERMITEEA1.101 .I �S. Q DIRECTIONS PHONE NO. BUILDING MISCELLANEOUS LUMBING ELECTRICAL ftq post/beam nail mobile home q� rain drain temp service No frame apron/ wood stove post/beam F"Qrm sew cover 6 service sidewalk Blah insul FINAL solar top-out FINAL FINAL qas test OTHER ! - -- --- ----- -- ------- ---- — ❑NOT APPROVED (-'�REOUESTED INSPEC 10N ( "'j Api�RQVED RFI'AIR AND Rf INSPECT APPROVED HOWEVER NOTE: STOP WORK UNTIL: Cf IL r—D � 1 INSPECTED By DATE P.U.Watt 23:071 CITY OF TIGARD PLUMBING �SW �"d- ApfAicants must hold Oregon Registration to conduct a plumbing PERMIT 634-4175 business or must be property owner/operalor not Wring outside help. Nanta o1 Orveiopment Plumbing hermit No. s y Address (/ 3 �A C- I W ORS$51421.010 CIUAN. PRICE AMT Job Tax Lot Map.No. Address _ FIXTURES — _ ---. Lot _Bk)ck Subdivision Ehk --- -- 7.50 -- Nam a namesine ss lavatory _ _ 7.50 - l� Tub or Tub/Shower Comb. - - _--- 7.50 Mailift ass Shower Only _ 7.50 -- Owner Clly/ tete -- Wolof C40301 _ - 7.50 Dishwasher - _ _ -� 7.50 -Garbage Disposal _- _- 7.50 _. Washing Machine 7.50 Name — _ _, - Floor Drain - _-- - 7.50 -. m9 mss -- Phone Water Neater -- _ Laundry Room Tray _ 7.50 - Occupant CMy/Stale � Urinal �- - _-� 7.50 -- amu Other Fhrtures(Specify), 7.50 7.50 4 s i 7.50 Cmdractor City/State ZIP ------ -- 7.50 MISCELLANEOUS - CiIY Bus Tex No $ems 1841100 100 30.00 Sewer-ea.Adcfit 100 15.00 ab s. .-_ ler, us x o --- - -- - (FWaidenfial) Water Servics i SI-1 00 - - _ 200.0_ -- I that 1 have road tide t rtio n.Mail the information Water Service ea.Addit.�r - 15.00 — herbby ac�crxnwledge �- pivrm is oorrw:L that I am regivieted whir the State R(Aldw'r BOW-and also 3tortm f1 rlekn MAIn 1 st.100' 30.00 tare a Stats Pkinnbkmq kcenee that the ntxmrbsrs given ars aoneet•Mut aft Storm i r ddlt.Drain A 100' 15.(10 pk^+birV,work wee be done in s000rtt.4nce with applicable provisions Of Ore- - -_-v_- _- --- - go,,i Revised Staprtes Ch@pWa 447 and 093 at A sppN;,a`.te rxxles and that Mob"Home SpW*no help wlk be emplayed unless Ilcsnsed unciet OHS 693 („ -xwrO from Sorb registration,please give reason belowDevice►. Devioe oa r AMi FsoNrAion Device 7.50 Prevention NCIMECYANERS-I hereby oerWy that I am the owns,d ale property de- - ncrtbed above.at which b Madan I pet>Froee to malas a plumbing Installation eor Any Trap or Wavle,Not mfr own use"rtb properly le no beft owulr xbd for sale.lLeate or rent. Corneciled los FW are -- -- 7.50 Catch Basin — 7.50^ Crisp.of Exist.PknmbkV 40.00 Per Fk Sp�� 40.00 Per W _ t Misr of Pkntb4tp wlthli an Exiw'hp SWO 1 s.00 mire. LAU—THM);M �aie New Bilka&ft.AddWon 25.00 erwnSf. TUBE ---- --- _ __ in,�ir-g1e falydly _ [.ZDqj=wcw* rww a addition�] al.atk,n p repair F1 dwell 15.00 .___-___rtrsldelrttial f1,__._rare ft»Iderltial g -- EWstktp use of bi,ftk p or p"4,o,ty NA-TOTAL oil U"of Y76N1lIdW'dR r " AAgwplopeAy HOT10E - ---- - This IpMmM bgWfee ma WW woad 0 work or mwsruollan aetihorm ad r red Mom ""nod od oOdn 11)0 dayafsr N OMdruaMtn or weak M*MPWVW(r sh"dened(ry a petbd al 100 dlsys Y arty Arte lila wak w oarssOnosd SPGCAAL 001111r10NM_- _-------------------- 0ate Issued -_ � _ _ t'►' ' - -- --..- o(A)489 I1 i FIRE PREVENTION BUREAU '39755 OFFICE OF FIRE MARSHAL J J INSPECTION NOTICE GATE l y - P7 22 OWNER --__— _---- W S�'ell 4�� OCCUPANCY OCCUPANT LOCATION YOUR ATTCNTION IS CALLED TO THE FOLLOWING FIRE SAFETY OEFICI CIESI J FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN__"AS Wil-L MAKE YOU LIABLE TO PIrOSEC Tt'!1N SHOULC rlge RESULT FROM SUCH CONDITIONS YOU MA" BE LIABLE FOR DAMAGFS TO PEROrEg.i Nl4ER PROVISIONS OF ORS ATg tao BY WASHINGTON COUNTY FIRE DISTRICT m1 A7HAI4. ' 20665 S.\N. BLANTON STREET PRESENTED TO_A(llcezL ALOHA,OREGON 97006 649.65?7 FORM goo AO 1 W ■ ■ ■ ■ ,�j>•Y ■ ■ ■ U I Y 'UI' 'I IGAH U MECHANICAL PERMIT Permll I �� '•s',,' oaac.lptbn - Teb1s iA 111 -1 k M Cad _ 0Tt I Mill AMT City of Tigard 1) Permit Fee -0- -0- 10.00 13125 S.W. Hall Blvd. _ P.O Box 23397 2) Supplemental Permit 3.00 lipard, OR 97223 _ 639.4175 1) Furnace to 100,000 BTU 600 incl.ducts&vents_ Furnace 100,000 BTU + 2 incl,ducts 6 vents_ 7' Nemo of��enl 3) Floor Furnace 600 incl.vent ` Vis..- -�•r-��.9t_.i ;h, -- -. _ —___--- ----- Job Address , 4 Suspended heater,wall heater 6 00 Address ;y',�� w- ;�- )-or Iloo;mounted heater- _ /is .�✓ Tar rot ,',r, -�, . map No :2 --�- z ,'-�_: 5) Vent not incl.in 300 Lot aiocb SubdMsion appliance permit ----, --- Name(or name of Nisiness) 6) Repair of heating,refr ig , 600 cooling,absorption unit Malting Address— —f P1grN 7 Boiler or comp to 3 HP Owner ) absorp.unit to 100,000 BTU 600 Cnyrstate zip 8) Boiler or comp to 3 HP-15 HP- - -- 11,00 -- absorp.unit to 500,000 BTU Name - 9) Boller or comp 15-30 HP - --- 15.00 absorp.unit hfi-1 million Me"Add ax pate 10) Boller or comp M 30-50 HP absorp.unit 1 -1.75 million 22.50 Coniray.rx 4; 11) Boller or comp to 50 HP 31.50 _ absorp.unit 1,750,000 BTU — �state gagienatlon No ch,, Ter r+o ) Air ng unit to ---'---- - - - 12 10,000000 150 CFM t Hereby acknowtedthis go out t nave react s sppkcalron Ow Hie Wonnatio'h pw.n is 13) Air handling unit 7.50 ow»d,Mxowner or I wn na ownor suithorired d P*owner.ow puna aubrnlled we r+ 10,000 CFM +-^ -- oompMance with state W",shot 1 am registered oAth nha SMS 1,aorta.RW ow ) Non portable .50 nnbw glow N egr oonw.(M arompi from;tate rstratk,n please hive maaun below) 14 evaporate cooler 1 r Vent fan connected ----------- -- 15) • 3.00 to a single duct - - -- Ventilation system not --— ------- -- 16) Included in appliance permit 1.50 rl ) Hood served by 4,50 -- ��t meoharlicel exhaust t3ign k"("to,or ityrtl) Oafs 1 a1 Dww$k:type 750 Describe work 0 addition 17 alteration [I !repair ❑ kx*wlkfa to be done fesiosntial E; non-residential.0 t9) k-Axn mercial or Industrial ---- - - _- - -- - -- ty��eincinerator 0 Exfatirlg use of -- _::F- building ---- or ) Older wooftove,water 50 Proposed use of heater,solar,clothsas etc 1 _- 21) Lias piping one to four outlets too Type of fuel- oil ❑ natural gas t,l LPG [3 tsWft C] - -------^-- ---- 22) More than 4-par outlet NOTIG.� ------------------ SU MTOTAI ; c• THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- ---------- - — -- &T STIROXTION AUTHCAMED IS NOT COMMENCED WITHIN 180 4%SURCHARGE ; DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR —_—PILAN REVIEW"%OF 3Ud-TOTAL ABANDONED FOR A Pf_RIOD OF 1 W,DAYS Al ANY TIME AFTER - � WORK IS COMMENCED TOM. kk Special ConctltkNis ---- ---- Date issued_. �.� by mmxmu t ! FIRE PREVENTION BUREAU 33693 OFFICE OF FIRE MARSHAL F. INSPECTION NOTICE DATE OWNER --- -----.,— C �JIYi?G�4� OCCUPANCY_ OCCUPANT 1 — LOCATION YOUR ATTENTION Ib CALLED TO TWE FOLLOWING FIRE SAFE7v DEFICIENCIES: �� ✓off �� Jar^ .J /� ji •r//r�/J I nAvv wlLl_ MANE YOU UAPL4 r0 rROSFCVTION St)CULC rlgF FAILURE TO CORRECT TI/F ASO VE CONDITIONS WITNIII r� jor' RTr ONCER PROVISIONS OF 9F.SULT FROM SUCH CONDITIONS YOU MAY RE LIABLE FOR DAMAGE! TO PFRSONS 40" t rY OR9 170 100 BY -- ✓ ._� -/ Fi IR MMtSHAL W/�SHINGTON COUNTY FIRE DISTRICT M1 / /:-,- 20665 S.W. BLANTON S T AEET PRESENTED TQ 6� ALOHA,OREGON 97006 6149.8577 FORM Soo - /0 _ - FIRE PREVENTION BUREAU 39684 OFFICE OF FIRE MARSHAL. INSPECT ION NOTICE OWNER - .-- DATE _. OCCUPANT_ ��IC OCCUPANCY.---------- LOCATION v OUn AT TI-NT 1pN 19 CALLtO TO THE FOLLOWING FIRE SAFE Tv OEFICIENCIESt / (. i✓B,/ �.S �/✓�;�' - --- — FAILUnE TO CORRECT THE AROVF CONtjrtIONS w'*""I_ nAvl WILL MAMF YOU LIAFLE TQ �ROIFCUTI',N S1IOLILC r'nF RFSULT FROM SUCH CCNOITIONS YOU MAV ISE I.IAnLT rnn C'AMAGFI TO PFOSONS Q.Rr/ Rio E�Tv UN ,tAnOVIS'ONS OR .RS 471 190 By WASHINGTON COUNI i FIRE DISTRICT N1 F lVM.10HAL 20885 S.W. BLANTON :'-TREET PRESENTED To ALOHA,OREGON 9703 849.8577 0 - FORM 000 - 40 ■ Construcdon Inspection&Related Tests Carlson Testing, Inc. P.O.Box 13814 Tigard,Oregon 97223 Phone(503)684 3460 June 8, 1991 #CP-3179 City of Tigard Building Department P.O. Box 23391 Tigard, Oregon 97223-0059 Re: Tigard Public Storage Gentlemen: Attached please find copies of the column con,rete testing done for the above referenced project. If there are any further questions on this matter please don't hesitate to contact our office. Sincerely, CARL.SON TEST G, INC. Douglas W. I each President ktk constrvetion Inspection&Related Tcsts Carlson Testing, Inc. 3 x 6 Concrete P.O.Box 23814 RCPORT OF TEST �rtCli"ENS Tigard,Oregon 97223 _— - —— Phone(503)684-1.460 2 -5 87 CP-3158 Permit No. Date Molded: _— _, 19 Job No. _ — Den Sheeley Construction. Inc. Client: — F'ubl is Storage f3ui 1ding Project: — - — _-- ---_ Address: — -- Dan Sheeley Const. Contractor; Sub Contractor: .— S.W. Ready Mir 91 , 91 75410 Concrete Supplier; Truck No. __ Ticket No. -- — M. labert 1 , 2 Cast By: Test Tinie: ., Load No. Clear �0 38 Weather: _—_— -- Temp. High: Temp. low: _. Precast columns. locution of Placement: — — -- _ Cu. Yds. -- —._—Concrete Temp: _—_- 77 5000 Strength Requirement: PSI 'p , — days Slump _ _ _—___ Cement Type Mix 6000 3/8" Pea Gravel Mix No.l No. Sacks Air Content -__ —____..—__ Max. Aggregate Admix. Amount: Brand: _--____.__.— Admix. Amount —_ _ Brand: -- Set Test ® Register Date Date Unit Toto!V Area Unit Report No. Days Number Recd Test _ Vit. - load — -- PSI No.- 1 7 5092 2--6 -2 -12 28,555 7.06 4040 8 28 5092 2-6 3 - 5 142.3 34,270 4850 23 56 5092 2-F 4 ..- 2 142.4 43,031 6060 33 --- 5092 2-15 -- -- — -- 56 _ 4 - 2 143.0 41,835 5890 33 I I 7 509:3 2-6 2 -12 31 .973 7.06 4530 8 J- 28 5093 ?_-5 3 - 5 142.3 35,933 5090 23 28 5093 2-6 3 - 5 — _ —_-- 142_4 35,528 _ 5031) 23 Hold 5093 2-6 - 3 - 5 1.42.5 - .36,467 _� 5170 23 CC: Remarks: -- ----- ----- --- — —.�- Construction Ins1wrtion&Rel.4ted Tests Carlson Testing, Inc., 3 x 6 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tlgerd,Oregon 97223 ------ Phone(503)604-3460 Date Molded: - t 4 19 87 _ Job No. CP-3158 Perm i t No._.______• Client: ^_ Dan Sheelcy Construct ion, Irc Project: - Publ is Storage Ek.ii Wing ----- -�-, - -- _ Address: --- Contractor: Dan Shee ley Const . --„ Sub Contracto X385-`R Concrete Supplier; _ S.W Reddy Mir -- _- _ Truck i!n.91 , 91 --- Ticket No. �'� g Yuckert C.M. 2 Cast By: _ Test Time: ______�__._ Load No. � ' --- ---- - C loridy 54 ?9 Weather: _ Temp. High: Temp low: _ 24 straight columns acro :? corner collirnns. Location of Placement: _ - -- - Cu. Ycls -__ Concrete Temp: -_- - ___=---_�-1T - Strenot'i Requirement: _ 5000 PSI a 28 days Slump va _ Cement Type 1 - Mix 60003/8" Pea Gra.,,l Mix No,/No. Sacks _ Air Contont _.--_-__ Max. Aggregate Admix. Amount: _ Brand: _-,_ Admix. Amount: _-_ Brand: -_ Set Test Ca Register Date Defo Unit Total - Area Unit --Report - _ No. Days Number Recd Teit Wt. - Load - PSI No. 1 7 5076 2-5 2 --il 34,626 7.07 4900 7 28 5076 2-5 3 - 4 ;5,835 5070 22 28 5076 2--5 3 - 4 36,110 5110 22 6 Hold 5076 2-5 4 _ 1 42, 161 5960 32 11 7 5077 - 2--5 2 --11 I -- -� - - --___._ 7 IL .19,122 7.08 2700 7 28 5077 2-5 13 = 4 33,262. 4700 22 28 5077 2-5 3 - A �32,143� 4540 22-� f. Hold — 5077 2-5 4 _ 1-� -_ 35,991 5080 32 CC: Remarks: �__---_. _-.------_- --- Construction Inspection R Related 7'cs-ts Carlson Testing, Ince . cx�cre a P.O.Box 23814 TEST SPECIMENS Tlgerd,Oretaon 97223 REPORT OF _ — Phone(501)664-3480 1 30 87 CP-3158 Permit No. Date Molded: _, 19_ Job No. Dan Sheeley Construction, Inc. Client: --- _ - - Public Storage Building Project: -- - Address: -- - !— Dan SheeIey Const . Contractor: _ _ Sub Contractor: —_—_ --- 8E 75310 -- W. Ready Mix Truck No. Ticket No. _ _ Concrete Supplier:C.M. Yuckert _ lest Time: _ __ load No. Cast By: 1 r-s 8 Weather: (emp. High: _ Temp. Low: _ 24 straia t rind corner co umns. Location of Placement: —_ —___ - -- ---- — Cu. Yds. Concrete Temp: -- -� 28 2 1/2° I Strength Requirement- 5000 PSI . days Slump ` __Cement Type —_ Mix 6000 Per Mix No./No. Sacks _- Air Content—_ _ Max. Aggregate_— -- - Hot Water Admix. Amount: Brand: Admix, Amount: Brand: T-_ _—_- Set Test(a Register Date Date Unit Total --T Area Unit I Report No. Days Number Recd Test — Wt. Load PSI No. I 7 v 5036 2-2 2 - 6 32,866 7.07 4650 4 -- 28 5036 2-2 2 21 144.1 38,107 5390 19 28 — 5036 2-2 2 -27 5350 19 143.8 38,810 Hold 5036 2-2 144.1 38,213 5410 31 56 3-27 -- II 7 5037 2-� ' - 6 31,581 7.07 4470 4 -28 50;7 — 2-2 2 -27 143.2 39,521 — 5590 19 2e 502x7 2-2 2 -27 143.1 - 40,_3 2_ 5700 19 Hold 5037 2-256 — 3-2.7 143.3 45,977 -6512--i 31 CC: Remarks: ----- --- --- - -- ----- ----- OF i Wtwt ■r twr an i Con.steuction Inspection&Related Tests Carlson Testing, Inc. x r, cru rrre P.U.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)884-3460 Date Molded: `� 16 19 87 Job No.CP-3158 PPr m i t No. Client: _ Dan Sheeley Construction, Inc__ Project: Publ is Ston-mge 13<ti lding Address: - _-. _ -- ---- Contractor:I I ey C^nst . _— Sub Contractor: Concrete Supplier: _S.N. Ready Mix - Truck Nd91 ' 91 Ticket No. 75594 Cast B C Siascfi I0: 10, 11 11 1 , 2 By: �— Test Time. _ load No. Ra in 55 40 Woather: - -__ Temp. High: - Temp. low: --___—_ Panels Location of Placement: . --_^ - ----- 56 Cu. Yds. — _ _ Concrete Temp: _ 3 1121, Strength Requirement: -- 5000 PSI (_28 _aaysSlump Cement Type Mix No./No. Sacks M i> 6000 Air Content __ Max. Aggregate- 3/8„ Pea Gravel Admix. Amount: _ - Brand: Admix. Amount: ...__ --_ P-:ncl: - Sot Test( Register Date Date Unit Total Area Unit Report _ No. Days Number -Rec d Tist - Wt, load-- PSI-- No. 7 52C3 2 17 2 -23 - 36,772 7.06 5200 16 -- 28 I 5203 2-17 3 -16 41,745 -06 - 5900 30 — 29 5203 2-17 -16 J 40,461 U6 5720 30 Hold 5203 2- i7 3_16 39,884 .06 5640 30 it 7 5204 2-17 -23 39,946 "06 5650 16 ` 28 5204 2--17 -16 48,054 7.06 6800 30 I 28 5204 _ 2-17 1 -16 — 46,769 06 6620 -30 Hold 5204 2-17 3-16 - 46,894 1.06 6630 30 cc: Rema,ks: — --— - ---- - -- -- •R�• ►"T'`v. tiny•y..�,,:.,,�, •�'••'�'�'��' �i w'•� • :.' • . .,.'. .��; •, '}•y.r.. •.. _ .'. 'i yy t.•:... Y JAT�M."ls•�'' �� .! - '� •- ,,/ yq j ., 1 p '. r' •`•M « .., .i•nom �M•�1 fV'rc:w,r�I•l' 1'7!��Yy;•.,�y1. , � �• �r�;`,.� ,Q. ""�". •� "40J t a„. .�' • ' M 'F r:, � .'� • �';'f w «c �wp�" c•,t.� 'Tt �•' 4• !�•�• '�.. ,... _ .p. ♦.0 �! Ti�.1 r i-• `r�•� "F�1..�:�"�,;t:. •• '.r r lZ '1t,!"�., :s: ,. .•. �. A:► .�' 1 T• �. f, r. X ♦.. �. 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Al9:rog:::lo , GAS WATER j.=; N 9� TH ' BEDR AS' r.-�4y/� Cr tr.0�x /YV ! WAsY 40-00, I—Ow ` 1• �I• D ��/� 1I s' NN6 SHEET PLASTIC TUB do SHO �� 47� LINOLEUM . COMBINATION W/CHROME CURTAIN ROD. �Orcl ; x3ROA N CABINET METAL EDGE Co 4 G�"/�'j ��f�lJ•�T ABOVE 3 �A Al h'qusT' VENT TO OU DE r F F.O.S.- 13•—iQ" 5 -50 6•+60 • t 50•_'0" W6 Cn NRESIDENCEo 114NIC4tI., AGER i S PLAN ' E Z .4rlAIV.% ZA OR M �, -'-: f •wr - _. --.w�M!s�...�.. ..: . - ...,..,�K«,,,..«.,�, 1"3ti''�Ps'� 'S1.'r>'!.,. - ,,.. 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I I I i l l l l l l l l l 1 M i l l i •� _ . ... .-. ._..:• � � � NOTE : IF THIS MICROFILMED I 3 4 5 6 7 8 9 10 1 DRAWING IS LESS CLEAR THAN THIS NOTICE,--IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, OE 62 8Z lZ 92 SZ bZ EZ ZZ 12 OZ 61 81 11 91 GI b I E I al 11 01 -- �'/ �r!I1111Irllrlllllirlrrlrrrrlrilrl�llrllrl�llll��llllll��llllillrr,liirrlrrulrrir�i+rrlllilltllllll111�1u�I1111111iI11�IIili1�1111�11!111111t1111�il11!IIfiI1111Illlllillllllil�lllllllilllllllllillllll�tlit.1�1111!l�11111111111111111111111r�lllll�,�1��lJll�lJ�llllu��111�1� I��1� MAY 7 1992 . 4 '�'-nt..s+a�--.,.r�11��,e-+ -.--•tVWuaco.'s:-;-•rt _�.. .�...*-++wwiw.s.ryr _ ., `•'r"c,*7o�lrm •-..•mss_.��•i ..�.,.. �- _._ _.. _.'. .._ . . _. ✓�.w:....«._�-..-... - ___- .:.. .-.yr•.�. ate_- ... ^.-.�,. �4 Construction Inspection&Rrlstcd Test.+ Carlson Testing, Inc. P.Q.Box 23814 (, (.cxlcrete Tigard,[Oregon 97223 EPORT OF -TEST SPECIMENS Phone(503)664-3460 Date Molded: __ 2 13 , 19_fs I Job No. CP-3158 Permit No. ...................__._.....__ Client: _—Dan Shee l ey Const rUCt i on, I nc Project: Pub 1 is Storage Building _ _-- Address. Contractor: Dan S`ee!ley Const. _-_ Sub Contractor -- Concrete Suppt'.er: S.W. Ready M.x --__-- Truck No. — Ticket No.Cast By: u. Stasch Test Time: — _ Load No. ;5 40 Overcast, Rain - iemp. High: Temp. low: —.-- We0her; Panels Location of Placem-.nt: —" -Cu. Yds. ._Concrete Temp: 5000 PSI dSlum 9 Cement Type Strength Requirement: -- ays p— Mix No./No. Sacks Mix 6000 _- Air Content Max. Aggregate —3/8„ Pea Gravel Admix. Amount Brand: Admix. Amount: Brand: Set Test® —Register Date Date Unit Total Area Unit Report No. Days Number _ Rec'd Test Wt, ood PSI No. 1 7 5192 216 2 -20 26,597 7.06 3760 14 — 28 5192 2-16 10 35,2.59 7.06 4990 29 28 5192 2-16 3 -13 36,061 7.06 5100 29 Hold 5192 2-16 3-1.3 35,437 7.06 5010 29 11 7 5193 2--16 2 -202 7.06 x,431 3600 14__` 28 5193 2-16 3 -13 35,773 7.06 5060 29 28 5193 2--16 3 -13 39'W3 7.06 7.06_ 5070 29 Hold 5193 I 2-16 3 -13 — T36,103 7.06 511029 CC: Remarks: ._ -- --- ----- ------- ---- sea ate eeeaer ew ttr+r ear t ear w COnstniction Iwrncrtion&t Related Tests Carlson Vesting, Inc. 9 x 6 Ccxu,rete P.O.Bot 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 — —_—.—. — Phone(503)684-3460 2 -12 87 CP--3158 Permit No. ..._._.......... Date Molded: — 19 Job No. _._....._........ Dan Sheeley Construction, Inc. Client: - Public Storage Building Project: -� - ------ Address: -- Dan Shee ley Const. _ Sub Contractor: Contractor: .—_ If 5 55, S.W. Ready Mix 96, 96 75561 Concrete Supplier: — _ Truck No. —_— Ticket No. C.M. Yuckert 1 , `2 Cost By: _— — Test Time: _ load No. __ Sunny 54 42 Weather, —. Temp. High: -- Temp. low: -- 24 �t ,a ight co 1urnns Location of Placement: 54 Cu. Yds. — Concrete Temp: Strength Requirement: 5000 — PSI ®— B -days Slump_` 3,/4 Cement Type I Mir 6000 3/0" Pea Gravei Mix No./No. Sacks _ Air Content _ ___ Max. Aggregate Admix. Amount: _ Brand: _ _ Admix. Amount: --- Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test ---Wt. load PSI No. 1 7 5171 2-13 2 --19 33,924 7 .06 4810 13 28 5171 2-13 3 -12 - --- 41,528 7.06 5870 28 28 5171 2-13 3 -12 42.,661 7'06 6040 28 Hold 5171 2-13 3 _.12 44,892 7.06 6350 28 li 7 5171 2-13 2 -19 32,827 7-01 4650 13 — 28 5171 2-13 3 -12 -- �. 40,737 _ 7.06 5770 28__ 28 5171 2-13 3 -12 41,722 7.01F 5900 28 _ ---T- Hold 5171 2-13 3 -12 42,113 7.06 — 6000 28 CC: Remarks: t r C:onstniction lnspccrion&Rclited Trsts Carlson Testing, Inc. 3 > 6 Concr-elle P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 9722.1 —_— _— Phone(503)684-3460 2 -11 87 CP•-3158 Permit No.........................-._...-...... Date Molded: --_ 19 Job No. _ Dan Sheeley Construction, Inc. Client: -- PLibl is Storage Hui )ding Project: _ — -------- -- ---- --- - Address ---- Dan Shee1ey Const. Contractor: — — Sub Contractor: ._ S.W. Ready Mix 95, 95 75529 — Concrete Supplier: Truck No. — Ticket No. C. Starch 11 : 15, 12:00 1 , 2 Cast By: Test Time: —� Load No. — — —_ -- �ijnny bu -- -- Weather: -- --7-- - --_ _ — Temp. High: Temp. Low: ane s. Location of Placement —. __-_— -- — Cu. Yds. _Concrete Temp: --x000 3" Strength Requirement: —._ __ — PSI (g days Slump Cement Type- — Mix 6000 3i8" Pea Gravel Mix No./No. Socks_— Air Conten) _—___-.__—_._—____ Max. Aggregate Admix. Amount: Brand: Admix. Amount: _—_--__—_ Brand: _ Set Test (2 Register Date Date Unit r---- Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSI NoT64 2-12 - T----- 1 30,572 4330 12. 27,020 5240 1 27 -- - _ _ — Z-fi— --. 33,980 4810 2.1 �— o 3 -11 40,2.10 5690 27 l I 7 5165 2-112 2 --18 --- '��— -- 30,592 4330 12 -- ?8 5165 2-12 __- 35,730 5050 27 28 5165 2-12 3 -11 T— - — 7.06 37,980 5370 27 Hold 5165 2-12 _--- ---- 7.06 3 -11 —_ — 32,930 4660 27 CC: Remarks: — ---- ------ ---_ — - --. — Cunr.'ruction Inspection&Related Tests Carlson Testing, Inc. 3 x 6 _•oncrete P.O Box 23814 REPORT OF TEST SPECIMENS 11gard,Oregon 97223 __— _ __ Phone(503)684-3460 2 -10 87 CP--3158 P.grmit No. Date Molded: — 119 Job No. —_ Dan Shecley Construct ir3n, Inc. Client: ---- ----- - -- -------- Public Storage Building Project: - - - - --------- Address _- - - --- -- Dan Sheeley Uonst. Contractor: Sub Contractor: S.W. b-ady Mix 95, 95 75494 Cuncrete Supplier: _ _- - Truck No. Ticket No. _ Cast B M. Tabert -- - ---- J ` - By: _ lest Time: Load No. _ Overcast -- -_ --- - 5` -- - 40 - Weather: - _ -__ ---�___ Temp. High: __ Temp. low: _ -- Precast Ccs 1 anti Location of Placement: Cu. Yds. -_.-___._ Concrete Temp: 5000 _ PSI qp-28—_da sSl2 0, 4 Cement Type 1- 1 I Strength Requirement: .__ � ---- Yum �F Mix 6000 3/8" Pea Gravel Mix No./No. Sacks Air Content- .___-^- Max. Aggregate__ Admix. Amount: --------- Brand: - Admix. Amount: .- Brand: . Set Test® Register Date Date Unit Total Unit Report Ar No. Days Number Recd Test wt. Load eO PSI No. I 7 5140 -- -2-11 2 -17 7.06 35,002 4950 11 28 - 5140 2-11 3 -10 —� 7.06 43,601 _ X6170 26 28 5140 -- 2-11 3 -10 - 7.06 44,712 5320 26 Hold 5140 2-11 - 7.06 3-10 43,056 6090 26 11 7 5141 2-11 2 -17 7.06 31,739 4490 11 28 5141 2-11 3 -10 42,220 7.06 5980 26 28 5141 2-1r 3 -10 41.F46 x.06 5890 26 -_.- Hold - 5141 2--11 3 _10 -_ 41,783 7.06 5910 26 cc: Remarks: -- w w w w wwarw Xffw r Construcrion Inspection l@ Related Tkr'b Carlson Testing, Inc. 3 x 6 Concrete P.O.Box 23811 REPORT OF TEST SPECIMENS Tigard,Oregon 97223Phone(503)651-34W 2 -9 87 CP-3156 Permit No. Date Molded: ' 19 Job No. Dan She-eley Gonstr-fiction, Inc. Client — — — — _-_---- ------ ----- PuElic Storage Building Project: ---- — ------._..— -- ---- ------ Address: Dan Sheeley Const. Contra_tor: Sub Contractor S.W. Ready Mix 90, 90 75469 Concrete Supplier: Truck No. _— Ticket No. C. Stasch 10:50, 11 :45 1 , 2 Cost By: Test Time: — — Load No. — Overcast 60 — - 40 Weother _— _ Temp. Nigh: --,_ temp. iow: ---- Precast Columns Location of Placement: Cu. Yds. _ Concrete Temp: _ Strength Requirement: 5000 _ PSI 28 _ da Slum 3 1/2" 1-I I 9 9 ® day,.Slump— Cement Typo--�-,-- Mix 6000 3/8" Pea Gravel Mix No./No. Socks _ Air Content _ Max. Aggregate Admix. Amount: Brand: — Admix. Amount: —_ Brand: _ — Set Test a Register Date Date Unit Total Area Unit t Report —Nn. Days Number Recd Test - Wt. Load PSI No. — I 7 5130 2--10 2 -16 25,371 7.06 3290 10 29 5130 2-10 3 - 9 36,339 7.06 5740 25 ---- —28 5130 2- 10 3 - 9 — 7.06 36,663 5190 25 Haid 5130 2--10 r 7.06 28 3- 9 36,480 _5160 25 II 7 5131 2-10 2 --16 31 ,521 7.06 4090 10 28 5131 2-10 3 9 7.06 — -- --- 28 5131 2-10 3 - 9 39,471— 7.06 5580 25 --- 39 733 -- 39733 - 5620 25 - 21-lold - 5131 — 210 3 - 9 _ 39,379 7.06 5370 25 8 -"cc: F emorks: — -- — --------^.^— -- - --.- r Conmvedon Inspwdon&Related Teats Carbson Testing, Inc. P.O.Box 23814 3 x 6 Concrete 97223 REPORT Of TEST SPECIMENS Pone(5ngo 4-3460 _ Phone(503)684-3480 2 -6 87 CP-3158 Permit '4o. .. .... _ _ 19 .- Date Molded: _—� _ Job No. Dan Sheeley Construction, Inc. Client: ---- -- -- Public Storage Building Project: -� — -- - Address: v --- --------__ —_.v- Dan Shoe 1 ey Const. Sub Contractor: Contractor: __ _ — — S.W. Ready Mix Truck No. 86 Ticket No. 75445 Concrete Supplier: _— ___ _—___— — -- -- Cast By: S. Jorann _ Test Time: - load No. —^--- Sunny/Wsirm/C lam 60 38 Weather: — ___ Temp. High: _----- Temp. low: Columns (20) Location of Placement: — — ------- -- Cu. Yds. - Concrete Temp: 5000 PSI �_ 28 — days Slump 4 1/2" Cement Type Strength Requirement: -- Mix 60003/8" Pea Gravel Mix No./No. Sacks Air Content — Max. Aggregate____ Admix. Amount: Brand: — Admix. Amount: Brand: , — Set Test(2 RegisterDate Date Unit Total Area Unit Report No. Days Number �Ree'd Test - Wt. —food P51— No.-- 7 5104 2-9 2 -13 28,931 7.06 4090 9 28 5104 2-9 3 - 6 38,996 5520 24 28 5104 2-Y 3 - 6 39,999 5660 24 Hold 5104 2-9 3 - G 42,1.51 5960 24 iI 7 5105 2-9 2 -13 29,979 7.06 4240 9 28 5105 2-9 3 - 6 39,479 5590 24 28 5105 2-9 3 - 6 431556 6160 24 Hold 5105 2--9 3 - b 40 116 —_ 5680 24 CC: Remarks: ----- Construction Inspecdon R Rclatcd Timm Carlson Testing, Inc. 3 x 6 Concrete P.O.Box 23u14,Oregon TI P.EPORT OF TEST SPECIMENS 9 egon97223 Phone(503)664-3460 Date Molded: - 2 -3 19 87 Job No. CP-3158 Permit No. Client: — Dan Shteeley 0onstruction, Inc.___ — Project: Public Storage Elu i ld ing— Address: Contractor: )ghee ley Const . Sub Contractor: 75361 Concrete Supplier: S.W. Ready Mix _ —i Truck No90, 90 Ticket No. 75368 Cast By: M. Tabtart.__ _ — Test Time: _ load No. — 1, 2 Weather: _ Overcast _ _ Temp. High: _ 55 Temp Low: 38 Location of Placement: Columns, — — Cu. Yds. 9 —r oncrete Ternp: 52 2 112" Strength Requirement: --- 5000 PSI (a 28 _.—days Slump 31'_ _Cement Type Mix No./No. Sacks_ M i x 6000 _ Air Content Max. Aggregate �8" Pea Grave l Admix. Amount: Brand: Admix. Amount: _ Brand: Set Test(a Register Date Date Unit ?utal Area Unit Report No. Days _ Number _ Rec'd Test Wt. Load PSI No. I 7 5061 2--4 2 -10 32,312 7.06; 4580 — 6 28 5061 2-4 3 3 43,130 6100 21 28 5061 2-4 3 3 43,308 6130 21 Hold 5061 2-4 3 - 3 42,490 6010 21 II 7 5062 2-4 2 -10 — 7.06 _28 5062 2-4 3 - 3 40,650 5750 21 28 — 5062 2-4 3-=3_ 40,776 5770 21 Hold _ 5062 2-4 3 _ 3 40,228 — 5690 21 Remarks: _ ccs WF me MEW wP W wr Constroetion In"-don&Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 87223 REPORT OF -1 x 6 Concrete TEST SPECIMENS Phone(503)M4-3480 2 -2 87 CP--3158 Permit No. Date Molded: —, 19 _ Job No. Client: — Dan Sheeley Construction, Inc. —.--__. Project: —_— Public Storage Building _,_ —�------ Address: �_- Contractor: Dan Shee l ey Const. - Sub C.onlractor: -- --- 315— S.W. Ready Mix 93, 93 75340 Concrete Supplier: _—_ - Truck No. Ticket No. Cast By: C. Stasch-- Test Time;l 1 :00, 12:00 Load No. 1 , 2 Overcast 49 41 Weather: —_ _ - ___,� Temp. High: _ Temp. low: Panels (columns) Location of Placement: —_ 52 —_ Cu. Yds. Concrete Temp: -- Strength Requirement: _ 5000 _ _ PSI 0 _ 28 days Slump 3 ____._Cement Type Mix No./No. Socks Mix 6000 - — Air Content _� Max. Aggregate_ 3/f?" Pea Gravel Admix. Amount: — Brand: _.-.- Admix. Amount: Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Roc'd Test wt. Load PSI No. I 7 — 5043 2-3 2 - 9 29,366 7.07 4150 5 28 5043 2-3 3 - 2 41,172 5820 20 28 5043 2-3 3 - 2 41,288 5840 20 Hold 5043 2-3 3_2 41,076 5810 20 II 7 5044 2-3 2 - 9 31,462 7.07 4450 5 28 5044 2-3 3 - 2 40,104 5670 20 _ 28 5044 2-3 3 2 40,935 _ 5790 20 Hold 5044 2-3 3- 41,006 _ 5800I 2U!_ CC: f C,ons&uction Inspection&ReImted Tuts Carlson Testing, Inc. 3 x 6 Concrete PO.Box 23611 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)654-3160 Date Molded: 1 -29__, 19 87 Job No. —CP-3158 Permit No. Client: Dan Sheeley Construct ion, Inc. Protect: _ Rjb i is Storage Eiu i ld ing Address: Contractor; Dan Shee 1 ey Const. Sub Contractor: 752 3 Concrete Supplier: S.W. Ready MixTruck No 63, 63 Ticket No. _ 75285 Costa CStasch 8:25, 9:35 1 , 2 Y� C. T -- •:t Time: load No. i Overcast 49 38 Weather: _ Temp. High: _ Temp. Low: Panels Location of Placement: Cu. Yds. Concrete Temp: Strength Requirement: 5000 PSI (&_ 28___doysSlump 1 1/2" a Cement Type_ 1—ii — Mix No./No. Sacks_ Mix 6000 Air Content_ Max. Aggregate Pea Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load I PSI No. I 7 5024 1-30 2 — 5 33,539 7.06 4750 3 28 502E 1-30 2 -26 143.0 45,364 7.06 6430 18 28 5024 1-30 2 -26 44,564 7.06 6310 18 Hold 5024 1 -30 2-26 45,900 7.06 6490 18 II 7 5025 `1-30 2-- 5 31,502 7.06 14460 3 28 5025 1-30 2 -26 143.1 441451 7.06 6300 18 28 _ 5025 1 -30 2 -26 — 43 859 7.06 6210 18 Hold 5025 1-30 I 2-26 43 515 7.06 6160 18_ _ CC: Construction Inspecdon&Related Teats Carlson Testing, Inc. P.O.Box 23914 REPORT OF 3 x 6 ConcreteP.O. SPECIMENS Tigard,Oregon 97223 Phone(503)694-3190 Date Molded: i -27 19 87 Jab No, CP-3158 Permit No. Client: _ Dan Shee itey Construct ion, Inc, Project: Public Storage Building Address: Contractor: Dan Shee l ey Const . Sub Contractor: Concrete Supplier: S.W. Ready Mix 88 PP Truck No. _ Ticket No. Cast By: S.W. Ready M 1 x Test Time: 11 :30 load No. Overcast 48 35 Weather: 'temp. High: Temp. low: --- Panels Location of Placement: Cu. Yds. _ Concrete Temp: _ Strength Requirement: 5000 PSI a �29 _daysSlump._._ 2 3/4� _ Cement Type I-I 1 Mix No./No. Sacks. Mix 6000 Air Content_„_ � Max. Aggregate—_,Pea Admix. Amount: _ Brand: Admix. Amount: _ Brand: Set Test ® Register Date Date Unit Total Prea Unit Report No. Days Number Recd Test Wt. _ load PSI No. I 7 4995 1-28 2 - 3 34,626 7,07 4900 2 28 4995 1-28 2 -24 —_' 39,610 5610 17 28 4995 1-28 2 -24 40,775 5770 17 Hold 4995 1-28 2-24 41,186 5830 17 _ I CC: Remorks: ■ i Corrected PSI Conat*ucdon Inrlm don&Related Testa Carlson Test=ng, Inc. 3 x 6 Concr ete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3180 1 -26 87 CP-3158 Permit No. Date Molded: ' 19—_ Job No -- Dan Sheeley Construction, Inc. Public Storage Building Project: — _ - ---- Address: — ---- ---- -- ---- Dan Sheeley Gonst. Contractor. _ - -- Sub Contractor: S.W. Ready Mix 91 75216 Concrete Supplier: _— _- _ Truck No. —__-- Ticket No. -_ C. Stasch 12: 18 1 Cast By: ^ _- Test Time: __ load No. fair — 43 ---- 35 ---- Weather: - Temp. High: — —._ Temp. low: -_ Panels for, public storage building. Location of Plocement _ ---- ----- 6.5 63 —Cu. Yds. Concrete Temp: -�__- 5000 28 1 1/2" I-II Strength Requirement: __ PSI a—_--_. days Slump_ ,Cement TypeMix 6000 —_ Pea Mix Ne./No. Sacks Air Content - _- Max. Aggregate Admix. Amount: _- Brand: __ Admix. Amount: — _--__ Brand: _ Set Test a Register Date Date Unit Area Unit Report No. Days Number — Rec'd Test ^`.':�. - load _ PSI No. I 7 4985 1-27 2 - 2 39,313 7.07 5560 1. 28 4985 1-27 2 -23 42,774 6050 15 28 4985 1--27 2 -22 43 x'04 6210 15 Hold 4985 1-27 2-23 42,202 6040 15 CC: Remarks: — -----------._--_..._ -- --------. NNWW a t t y v 7 -7 i Construction Inspection&Related Tests Carlson ".Testing, Inc. P.U.eox 23814 6 x 12 Concrete P.O. Oregon 97223 REPORT OF _ (EST SPECIMENS Pho,.!(503)684-3460 Date Molded: - 5 29 19 81_ Job No. CI'-:31 19 Permit C_hent: Public Storage, Inc. Project: __ Public Storage, Itic. Address: _. 13413 S.W. Pacific Hwy. , Tigard Contractor: public Storage, Inc. Sub Contractor: 13 8 L Concrete Concrete Supplier. SOuthwCsf_Ready Mix —� Truck No.93 Ticket No. _ 77913 Cast B 11. Payson Test Time: _ load No. _I_—___ Overcast — i 65 45 Weuther: �— Temp. High: Temp. Low: _ _— Ifwy, sidewalk. Location of Placement: 8 at, test Cu. Yds. _Concrete Temp: Strength Requirement: _— 3300 PSI 0 ;18 —days Slump 3 112 _Cement Type Mix No./No. Sacks Mix #3300 _ Air Content—._ Max. 4ggregate 3/4'----� Admix. Amount: Brand:w/A.(_ .A. Admix. Amount: _ Brand: Set Test in Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSI No. i 1 6234 5-30 6 - 5 74,296 28.27 2.630 42 28 6234 5-30 6 -26 28.21 _101,Q03590 48 28 , 62.34 5-30 6 -26 26.27 I03,704 3670 48 _ cc: City of Tigard remarks: --—T"h f e sJt-AI`Rge –job-648 ---- Construcdon Inspection&Related Testa Carlson Testing, Inc. 6 x 12 Concrete Tigard,Oregona 223 REPORT Of TEST SP1 r MENS Phone(6031,684-3460 Date Molded: 5 -29 ' 19 87 Job No. CP-"3179 Permit No. Client: Public Storage, Inc. Project: —Public Storage, Inc. _ Address: _ 13473 S.W. Pacific Hwy. , Tigard Contractor: Publ is Storage, Inc. Sub Contractor. B & L Concrete ---� Concrete Supplier: SouLh,west Ready Mix Truck No.93 Ticket No. 77913 — _- Cast By: , H. Payson Test Time: _load No. 1 Overcast 65 45 Weatht+r: – Temp. High: Temp. low: _ Hwy. sidewalk. location of Placement: — --`— 8 at test. — Cu. Yds. Concrete Temp: Strength Requirement: _. 3300 PSI a 78 —.daysSb•mp 3 1/ )" —Cement Type . I �- M i x *3300 Max. A re ate 3/4" Mix No./No. Sacks— Air Content _ _ 9g g - Admix. Amount: _ Brand:w/A.E.A. Admix. Amount: Brand: -- Set Test a Register Date Date Unit Taal Area Unit Report No. Das Number Recd Tnsi Wt. Load PSI No. I-- 7 6234 5-30 6 - 5 74,296 20.27 2630 42 28 6234 5-30 6 •-26 28.27 28 6234 5-30 6 -26 28.27 cc: City of Tigard Remarks: Publie Rarage job 6ite _—..-- lS dr W W W "W W- W t INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection � �i� /S� —_ Date Requested S-'2'7-e;F t Time!C_ A.M. P.M. Address Permit Owner - ------ -- _- Lot #---_---- Builder _- -_.-� --- ----- The following Building Code deficiencies are required to tie corrected: I Presented to _ _ Approved Inspector - --- --� --- I Disapproved S' oats 0_-- _-_.�- _- CALL FOR REINSPECTION YES '71 NO 91p' W ! R M 1 la' Conatntction Inspection&Related]eats Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 x 1?_ Concrete TIgord,Oregon 27223 TEST SPECIMENS Phone(503)N4-3460 Date Molded: 5 -21 _, 19 87 Job No. CP-31 19 Permit No.-__-_— _ Client: Public Storage, Inc. --- Project: Public Storage, Inc. -------- Address: 13473 S.W. Pac i f is Hwy— Tigard — --- Contractor: Public Stowe. Inc Sub Contractor: B 8 L Concrete -17733 Concrete Supplier: SouthWest. Ready Mix TruckNo83_90 Ticket No. 77752 Cast By: H Payson Test Time: load No. _ Fair6:, 45 Weather: _ __ Temp. High: Temp. low: -- Building A slab including monolithic footing on N.E. end and south s i de Location of Placement; — and north end of apt . _ 35 of 17.6 Concrete Tem Cu. Yds. — P: - _� -- Strength Requirement: 1;iQQ PSI 0 28 —day%Slump_6" Cement Type Mix No./No. packs Mix #2500 Air Content __ Max. Aggregate. 3/4" .—. Admix. Amount:— Brand: —_ Admix. Amount: _ Brand. Set Test a Register Date Dote Unit Total Area- U')it Report No. Dos Number decd Test —YVt, Load PSI- _ No. i 7 6193 5 -28 33,657 2.8.21 1190 33 28 6193 5-22 16 -18 46,L•47 28.2.7 1660 Ar- 5 6 r-56 6193 5-22 7-?6 28.21 iI 7 6194 5-Z2 15 -28 33,5%x? 28_ 1 1190 33 _ 28 6194 5-22 6 -18 56,831 28.27 2080 46 56 6194 5-22 7-16 28.27 J_ I 'ernarks cc: City of Tigard ublicPStorage -- Constrnrcdon Inspecdon @ Related Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: 5 -21 _, 19 31 Job No. CP-31 19 _ Permit No. Client: Public It e Inc. Project: _ Public Storage. Inc. Address: . 13413-5,-W. Pacific Hwy, . Tigard — contractor: _Public Storagc. Inc. Sub Contractor: B & L Concrete 77733 Concrete Supplier: Southwest Ready Mix Truck No 89 90 Ticket No. 71752 Cast By: --jil mon Test Time: load No. Neather: __ Fair Temp. High: 68 Temp. Low: 45 _ Location of Placement: Building A slab including monolithic footing on N.E. end and south side and north end of apt. 35 of 126 -- Cu. Yds. _— Concrete Temp: Strength Requirement: 2500 _PSI ® L8—�da sSlum y p 6" _._ Cement Type Mix No./No. Sacks Mix #250_ Air Content_ May.. Aggregate 3/4" _ Admix. Amount: Brand: _ Admix. .,mount:_ Brand: Set Test® Register D"te Dote Unit Total — Unit Report Nn Das Number Recd Test Wt. Load APeO PSI No. 1 1 6193 5-21 5 -28 33,657 28.21 1.1.90 33 28 6193 5-22 6 -18 2.8.21 - 2.8 6193 5-2.2 G -18 28.21 il- 7 6194 5-22 5 -28 33,578 28.27 1190 33 28 6194 5-2.2 6 -18 28.27 28 6194 5-22 16 -18 28.27 Remarks: cc: City of Tigard --?u —,C-711rorege ----jo6-S?te" — Construction/nspec-tion&Rclated 7i•srs Carlson Testing, Inc. —� P.O.Box 23814 6 x 12 Concrete TEST SPECIMENS Phone R E PORI OF — Phone(503)684-3480 D.►te Molded: 5 -Z1 , 19 87 Job No. CP-31 19 Permit No.-- Client: Put)] i c Storage,- Inc. -- --- ----- Project: Put)] iC Storage, Inc. - — Address: 13413 S.W. Paci f is Hwy. , I iUard — -- --- --- Contractor: PUbI iQ_S,01'aQe Inc Sub Contractor: R & L. Concrete 77133 i k ` 30 Tlcwet No. 1 Ccnr;ete Supplier _rSuui II qeA Ready H x __ Trui440.29 -- Cast By: _ — Test Time: Load No. _ - 1 a i r Tem Low: 45 Weather: Temp. High: . Temp . Low: n ;lal: ins IUdin(1 monolithic footing on N . end and .;out.h Idfl Location of Placement: and north end of it Pt _ 3! o f 12Ei Yds. . Concrete Temp: Strength Requirement: __)'j� PSI days Slump_6 Cement Type-� Mix No./No. Socks M i X #2b0Q _— Air Content__ _-- Max. Aggregate— 3/4 Admix. Amount: _ Brand: _—__ Admix. Amount: _ _ Brand: Set lest® Register Date Date Unit Total Area Unit �Repo.rtNo. Days Number Rec'd Test Wt. Load PSI 1 1 619:3 5-22 5 -?8 33,65 7.8.71 1190 I 33 — ��-- _-1c ► - 6 -18 18.27 1600 4G l.8 6,.i3 a 22 46,847 — 5r, 6193 5-22 7-1�: 50,tT02 28.77 1800 53 11 1 6194 5-22 5 -2833 28.21 �57� _ 1190_ 33 _ 28 6194 5-2.2 6 -18 58,831 28.27 2080 46 — 56 6194 5-22 7-16 J 65,337 28.27 2310 53 Remarks: CC: City o f 1 i gard ' 'L 1[� �� `? c_a 2Q e� �', '�, t:4' �`e :1,'C- 1-"t t , ll 1C ., .oragv - 'Jol) . 1 tp INSPECTION NOTICE City of Tigard 130ding Department P O Box 23397 Tigard, Oregon 97223 Phone:(639-4175 tom/ Type of Insp...tion Dat,r Requested Ci Time A.M. �.M. Address Z ' Permit # _`�-- Owner _ vx� L — Lot # Builder _.._— _ The following Building Code deficiencies are required to be corrected: Vr elL Presented to [�Apprinved Inspector �� pfd �___ — - _ _ ____-___ ❑ Oisepproved Date CALL FOR REINSMCTION Cl YES ❑ NO W ■ t It Permit. No. S_P59-87 CITY OF 1IGARD -- SIGN PERMIT APPLICATION The applicant hereby applies for a permit for Lhe work 'indicated or as shown in the accompanying plans and specifications . SIGN I_OCAII'jN ADDRESS: 1347_;}...SW Pacific Ny — -. __ ZONINI:,:_ C.-G-- NAME, OF COMPANY: APPI_ICANT/AGENI : CPR Sand LiQlitit' — _ ------ — the City of Tigard imposes an annual Business fax which must be kept current on all persons doing business in City Do you presently hava a currant Business Tax? _..._ yes pkOl'OSED SIUW PLRMANENT (X ) FRLF-STANDING ( X ) IEMPORARY ( ) WALL ( ) BILLBOARD ( ) SIGN DIMENSIONS: 61 x -- TOTAL SIGN AREA (Sq. ft. ) : WALL AREA (Sq. ft. ) : N/A HE=IGHT (ft) : _20 fr. PROJf_I:IION: NIA ILLUMINATION: YES ( X ) NO ( ) COPY: Public Storage Rental_Spaces-------- MATERIALS: paces _-_ --TMATERIALS: Sheetmftal,LPlastic ----- LXISTING 01HEk PERMITS REQUIRED: YES ( X ) NO ( ) 1,or additional wall signs. COMMENTS: Lentli> edge of sign will be 2 feet from property line _ Footing inspection_requi.red. PLANNING UEPARIMLNT All sign permits must be accompanied by Permit feed 35.00 scale drawing .znd plot plan If work Receipt No.: Z25.47 __— authorized under a sign parmit has riot bean Apprnved_By : DS completed within ninat.y days afLur Lha. Date: 5 19 87 _-� issuance of Che permit., tha permit shall become null and voi,i. I CER HT Y 04A I I AM 1111 1't 1 ORDt 1) OWNL N 01 1 111 PROPERT A AN 00 N I All l HOR 1 I F D NY 111f OWNI R Applicant' s Siynaa ure Address / � q 1rloph,rn DA`y:bs62 /�or� �2wv�, 0Y / 7-2 3� �o�- �� wr w w WA§Ffl mu APPROVED FOR COMSTRUC-1-ION PERi% I'l, r\j CITY OF TIG,'�pD ADDRESS eell TLE � ul► a1r s r I { i � { I, � o M n cnLULLg 00 I V 1— � l•' Ld C) 0 LL ME \ H W vo Q [1 TT Z W i 4 i I ' I I I p r � /.2 II I -r � D '0 I � L i J-1 p G U x � Z `13 D � ee. `' r I i r l ( Ir .1 r lir rrl � r� I � APPROVED FOR �CONSTRUCTI0--T3 CITY OF TIGARD 1"(), /S I4h'I i E ADDRESS W W w W 11FXW-LWKW-AWlW-MEUM Construction InaEkct><on A Related Teats Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 -- Ohone(503)694-3460 5 -19 87 CP-3179 Permit No, Date Molded:_ 19 Job No. _ -- --- Public Storage, Inc. Client: Public Storage, Inc.. Project: 13473 S.W. Pacific Hwy. , Tigard — Address: _ Public Storage, Inc. H & L Concrete Contractor; Sub Contractor: Southwest Ready Mix 90 77683 Concrete Supplier; Truck No. e-_ Ticket No. -_— M. Tabcrt 4 :40 1 mast By: Test Time: — load No. _ Cloudy - 70 -- 45 _ — Weather: Temp. High: Temp. low: Hnil(It ng "H" west and south footings. Location of Placement: Cu. Yds. Concrete Temp: 2500 28 Strength Requirement: _ PSI a -days Slump Cement Type Mix *2500 3/4" Mix No./No. Socks Air Content Max. Aggregate — Admix. Amount: Brand: — Admix. Amount: — Brand: Set Test® Register Date Date Unit Total Unit Report No. Das Number Recd Test Wt. load Area _PSI No. I 7 6171 5 -20 > -26 28.27 33,875 1200 3l. -- 28 8171 5--20 --18 8.27 _ 60,86,8 2150 45 56 6171 5 20 17 l5 - cc: City of Tigard -v--- Remarks: Public St:91a>xe Job Site Construction Inspection&Related Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 07223Phone(503)MM-3480 5 -19 87 CP-3179 Permit No.__ __-- Date Mnlded: _ 19 Job No. Public Storage, Inc. Client: _ --- Public Storage, Inc. Project: — — 13473 S.W. Pacific Hwy. , Tigard Address: _ Public Storage, Inc. B 6 I, Concrete Contractor: _— Sub Contractor: —_ Southwest Ready Mix 90 77683 Concrete Supplier: _ Truck No. _ _ Ticket No. M. Tabert 4:40 1 Cast By: _— Test Time: load No. ('l oudy 70 45 Weather: Temp. Nigh: _ Temp. low: _ Building "B" west and sough foot:ingy. Location of Placement: —_ Cu. Yds. Concrete Temp: 2 l)0 28 3" Strength Requirement: PSI ® _days Slump _—___-Cement Type Mix *2500 3/4" Mix No./No. Sacks Air Content— _ Max. Aggregate Admix. Amount: ` Brand: Admix. Amoint:_ Brand- Set Test 4 V Register Date Date Unit Total --T Area N Unit Report No. Days _Number Recd Test Wt. load_ PSI No, 1 7 6171 5 20 26 28.27 33,875 1200 31. 28 6171 5 20 i 16 29.27 I — 28 6171 --- 5 20 > 16 — —4 I I cc: City of' Tigard Remarks: PuW lc Storage - Job Site Construction Inspection&Related Vests Carlson 'resting, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 _. Phone(603)664-34E0 5 -19 87 CP-3179 Permit No.— Date Molded: , 19 Job No. _— Public St )rage, Inc. Client: --- -- ----- Public Storage, Inc. Project: — – 13473 S.W. Pacific Nwy. , Tigard Address: — Public Storage, Inc. B & I, Concrete Contractor: Sub Contractor: Southwest Heady Mix 90 77683 Coicrete Supplier: —, Truck No. _. Ticket No. M. Tabert. 4:40 1 Cast By: — Test Time: — L.00d No. --- Ciondy 70 45 Weather: _ Temp. High: Temp. Low: Building "B" west and youth footings. Location of Placement: — -- --.Cu. Yds. Concrete Temp: _ 2500 28 3" Strength Requirement: _PSI days Slump ____Cement Type _ Mix *2500 3/4" Mix No./No. Sacks Air Content Max. Aggregate__— Admix. Amount: _ Brand: —___ Admix. Amount: — Brand: Set Test® Register Date Cate Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 6171 -- 5--20 -268.27 33,x/5 1200 31 28 6171 5-20 B -16 28.27 60,868 60,868 2150 45 (i171 5-20 7-15 56 11 ,934 2540 52 cc: City of Tigard Remarks: FMb1J.r,_St0raae - Job Site i INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection llz�ll --- G", Date Requested _ _ Time---- A.M. -_P.M. Address 3 L(it —._ Permit Owner Z *° _ _ Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to _ _____ __.._ Approved 7 Inspector __. -_ C ❑ Disapproved Data CALL FOR REINSPECTION ❑ YES )�l NO WWWW III' CITY OF -MGA R U PLUMBING i i,�s � k1�u kllH1. z'►t� CR 97M A4.lAKAns � twtd Registration toaxducl . plrrrt►Wn6 PERMIT �-ai�5 txr-hist or m a be property&*"et/operator not hitt oulltide W - Name _ Z;� I Plumbing Permit Nn. S Address � l '. 4 l 1paon Job -s ORiSe14.71-110 — OUAN. PRICE AMT r.x Lot Map. Aodnea -- FIXTURES LD1 stockSubdNa+on - - -- _ Sink 1.60 - ---- AvrW join ss Lavatory 7.so Tub or Tub/Shower Comb / I.s0 Shower Only 7 50 Owner ! to - zip — WNaH CbsN -_ ,Z, )�so i / Dishwasher - ` 750 Garbage Disposal Disposal 7 5o ). - - --- Name Washlnq Mactnne ! 7 50 Fbor Drain 7 50 r a Water Healer - 7 50 L•� Laundry Room Tray _ 750 Occupant /Stat —- - — 717, Urinal 7 50 Karim- one — Oth"Fhoures(Specrh) 750 — -- -- — - - 7.50 150 _ Contractor / --- Zlp 7.50 - MISCELLANEOUS _ City 9W—Ta;—No'- No- Sew"lot.100' _ - �/ 30.00 ^ �TsM'e pi Ao re e-Lk�L; aw S "-os.Addlt 100__ - 15.00 (Rist dantial) Waw Servks 1 to 100' /�� 2000 1 sp hereby odaw"Wps 0,at I her.reed Iftb pticaton, "Xirns etM Ifre elon waw Sarnia to Addtl.�' 15.00 f ;worn is rxiov-ck faW 1 am registered wlrt eta Stall BukWs Board,and also Slarm a Rain Drain 1 at 100 - _ 3000 1 haw a'-,tvle PMart*g 1, --- OW,1ha marbert;Aran we uomaot.Mw an - pMxrbinq�.va*wort be done in woordenne with applicable provlsians cl Ore- Soo"5 pyn Dra+n Aden 100 - 15.00 9-Flsv49rd Stok*w 417 and 17113 and applicable oodes and that MoWb rimtis - 2600 no heli w01 two erttployw uniese am rnad under ORS 03 (11 erampa horn ��'! _- S1e1e reglavalkiM;Nate viva reason be". Bach Flow Prevenitiom t K)WCKVNERS-I homeby cargy trial I am M»owl"of the prop"de- Devbo4 Dir An64h*eon Dawta -- -7 so aorRnd above.al wlydl boron 1 prtlp g W mW*a pltrttftV ittalataron for Any Trp er Wmm Not :tty own use and rtla arep"ly in not bsbV axnlruclad kw 800.Naw or rwx Cwnsda0 to e Pam a 7.50 ---- -- Cafth Omat11 -- --7—�-- of Eadal_Pgat T-- --_ 40.00 Pw I* i Aio�IN�.!M•Msd_- k moon 40.00 PM to --__-- ^ AIW.of th~V wIWYt ,�, ai'.r' -°°Q -_ 16 00 rain Kiri sici 7�� Ora New — .ewBuilld Addition _ woo !»alba watt iew C7 addition[43 w«*b,3n ngak(7 tjt.► 11t'� 15.00- E11wng too to brtt>1d%forprMwty Otp�:a�wty. t Dome _. f+pllNl � •I as PA kmO Ir WrovA IR amiaw41 on a dleriaad M nal Men- 4 e- A pi1AeA a IrD tlynt r&W ahaa eller tstlrlt h Miw,arAr'0ld W MFI owt w ! Construction Inslrcedon&Related 7irsts Carlson Testing, Inc. 6 x 12 Concrete P.C.Box 23811 REPORT OF TF.SY SPECIMENS Tigard,Oregon 97223 - — Phone(503)881-3180 5 -15 81 CP-3179_ _ Permit. No. Date Mol:.d; 19 lob No. — — _ ---- Client: Pjblic Storage, Inc. Proiect: Public Storage, Inc. Address: _13413 S.W. Pacific ilwy. , Tigard Contractor: Public Storage, Inc_ _— Sub Contractor: 8 8 t Concrete Southwest Ready Mix 06 /7600 Concretai Supplier: _ 1 -ck No. ___ Ticket No. ^_ Cast El H. Payson Y: —_ Test Time: — Load No. --. Cloudy -- — --- IO -- — 45 -- weather: --__ _ — Temp. High: _.� Temp. Low: _ Remainder of building F G fort t.i ngs, Location of Placement: _ Cu. Yds. Concrete letup, Strength Requirement: 2500 _ PSI ® 2E _____days Slump 3 1/4 Cement Type I Mix No /No. Sacks Mix #2500 3/4" Air Content —_ Max. Aggregate— Admix. Amount: Bror.:l: _-� Admix. Amount: _ — Brand: -- Set� Test Register _Date Date Unit Total Area Unit T Report No. DaysNumber Rerc'd Test Wt. Load _PSI No. I l — 6110 5--18 5 -22 42,082 2E.27 1490 28 6110 5-18 6 -12 70,301 28.27 2490 44 28 6110 5-18 6 -12 75,340 28.27 2670 44 cc: City of iigard Remarks: _ P�1:z ctnrgAp t Construcdion Inspection&Related 7csts Carlson Testing, Inc. 6 x 12 Concrete F.O.b. :2361.4 REPORT OF TEST SPECIMENS T)gard,Oregon 972Y7 -- Phone(503)694-3460 Date Molded: 5 —15 19 87 Job No. CP-3179 Permit No. Client: Public Storage, Inc. _ Project: Public Storage, Inc. Address: 13473 S.W. Pacific Hwy. , Tigard Contractor: Public Storage, Inc. Sub Contractor: B & t Concrete Concrete Supplier: Southwest Ready Mix — ___-- Truck NO. _ Ticket No. Cast By: H. Pay3on — Test Time: Load No. Cloudy 10 45 Weather: Temp. High: R Temp. Low: Rpmainder of building F 8 G footings. Location of Placement: Cu. Yds. _–__Concrete Temp: _ Strength Requirement: 25� PSI (a_ 28 --__days Slump 3 1!4 Cement Type I Mix No./No. Sacks Mix #2500Air Content Max. Aggregate_ 314 Admix. Amount: Brand: _ Admix. Amount: -- Brand: -_ Set Test a Register Date Date Unit Total T Area Unit Re)ort No. Days Number Recd Test Wt. Load PSI No. 1 1 6110 5-18 5 -?? 42,082. 28.77 1490 28 28 6110 5-18 6 -12 28.27 1 2H 6110 5-18 6 -1l��— -- 28.77 I i CC: C ,ty of Iigar] Remarks: P11h l i r St araapp- _.1ath S i t P W �/ ■ INSPECTION NOTICE. City of Tigard Building Department P Q Box 23397 � ? Tigard, U egon 97227 Phone 639T75 Type of Inspection _ _._- - ------ ---- Date Requested___ r Time__ _.__ C�M P. Address .l��l� �--- Permit 6'V2 2 , - 1-_ CG �-1 --- got Qwner __ - Builder __. —. — - --------- — The following Building Code deficienyies are required to be corrected: Presented to _-_ ___ __--- Approved Inspectors /—/7 - [� Disapproved Date. -- CALL FOR REINSPF,CT'ION `-1 YES 0 NO Conamcdon Inepecdon R Rclsted 7lrsts Carlson Vesting, Inc. 6 x 12 Concrete P.O.Box 2..3814 REPORT OF TEST SPECIMENS Tigard,Oregon 47223 --- Phone(5n3)684-3460 CP-3179 Permit No Date Molded: 5 -12— 19 8-1 _ Jab Na. .__ Client: Public Storage, Inc. Project: Public Storage, Inc. Address: 13473 S.W. Pacific NY. , T;pard Contractor: Public Storage, Inc. Sub Contractor: _ B L Concrete Concrete Supplier: Southwest Ready Mix Truck No. 86 TicHetNo _ 77486 p Cast By: _ 11. Payson Test Time: Load No. I Cloudy — — 65 — 40 Weather: _ —__ Temp. High: _ Temp. Low: All footings except S.F . half of building G. Location of Placement: — � 1.5 at test. Cu. Yds. Concrete Temp: — Strength Requirement 2500 28 5 1/2" TPSI ®_ —days Slump —_ __Cement Type _ Mix No./No. Sacks Mix #2500 __ Air Content -- — Max. A69reyc+te Admix. Amount; __ Brand: — Admix. Amount:_ —�_ Brand: Set Test a Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSI No. I 1 6065 5-14 5 -19 2827 27,053 . 9611 25 28 6066 5-14 6 - 9 _ 48,449 28.27 1710 43 _ 50 6066 5-14 / 1 57,289 28.27 2030 51 T Remarks; cc: City of Tigard Construction lnsImdon&Relatad Texts Carlson Testing, Inc. P.O.Box 23814 6 x 12 Concrete Tlgard,Oreg,,n97223 REPORT OF TEST SPECIMENS Phone(503)8d4-3480 CP-3119 Permit. No. Date Molded: 5 -12 _ 19 E31 Job No. .__�-- Client: `__ -- Public. Storage, Inc . ---------------- --- ----.. .---- Project: Pub) is Storage, Inc. Address: 13473 S.W. Paci ( ic Hwy., Tigard Public Storage, Inc. D $ I. Concrete - Contractor: _ _ Sub Contractor: Southwest. Ready Mix Truck No. 86_ Ticket No. 77486 Concrete Supplier: -- Cast By: ------ H. Payson _ Test Time: _ Load No. I — _ Cloudy - 65 40 N.'eather: Temp. High: — -- Temp. Low: — All footings except. SJ . half of building G. Location of Placement: - - - 1-5 at test Cu. Yds. Concrete Temp: Strength Requirement: — _2500 -__— PSI _ 7.8 dav%Slum 5 1/2" Cement Type.—I- _ Mix No./No Sacks M i x #2'--700 Air Content Max. Aggregate -- Admix. Amount: __ Brand: Admix. Amount:___—_ Brand: Set Test a Register Date Date Unit Total Area Unit Report No. Days Number Recd Test -Wt. load PSI No. - 1 1 - 6066 5-14 5 -19 27,053 28.2.7 960 2.5 28 6066 5-•14 6 �. 9 r 28.27 -- 48,449 _ 1710 43 56 - 6066� 7 5-14 2P.2-1 1 - _ ---- ---- cc: City of ligard Remarks: _ --- s (;onsmtetion Inspection Bt Related Tests Carlson Testing, Inc. P.Q.Box 23814 6 x 12 Concrete 'ngerd,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3460 5 -12 81 CP-3119 Permit No._---_--_ Date Molded: 19 Job No. � Client: Public Storage, Inc. Public Storage, Inc. Project: _ — Address: 13473 S.W. Pacific Ilwy. , -I i gard — — Contractor: Public Storage, Inc. Sub ContB & I- Concrete — ractor: Southwest Ready Mix Truck No. Ticket No. 11486 Concrete Supplier: -- - - — H. Payson Load No. — I Cast By: ___ Y — Test Time: ___ - Cloudy 65 40 Weather: Temp. High: —_ Temp. Low: -- Al I All footings except S.I . half of building G. Location of Placement: _ - —"---- _ — — 7.5 at test Cu. Yds. Concrete Temp: Strength Requirement: ?50028 5 1/2'PSI days Slump — Cement Type__ Mix No./No. Sacks-._- M t x #2500 — Air Content Max. Aggregate._ Admix. Amount: - Brand: — Admix. Amount: . __ Brand: — Set Test In Register Date ETes— ate Unit Total Arec I Unit Report _No. Duys _Number Recd Wt. Load PSI No. I l 6066 5-14 -19 27,053 28.21 960 25 28 6066 5-14 6 - 9 28.21 2fc 6066 5-14 6 - 9 28.27 CC: City (if 1 igard Remarks: -- INSPECTION NOTICE City of Tigard Builurnq I)epartrnont UCP PQ 1 rp 233971iyard Oregon 97223 Phone 639 417/5 Type of inspection _�- ��_ TimeM. P.M. Date F;equested__-- / i/7f7 / 2 �4- �- Addrf.ss Permit`J -, - Lot #--- - Owner - BuilderA- The following Building Code defi Jens are required to be corrected: --------- - Presented tot-1 Approved Inspector -X�� —d — --- 1 7isapproved Date CALL FOR REINSPECTION YES 0 NO w www w w w w w Conetmedon Inapecdon&Related 71itx Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23611 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)664-3160 Date Molded: 5 -8 _ 19 87 Job No. CP-3179 _ Permit No. Client: Publ is Storage, Inc. Project: Public Storage, Inc. Address: _ 13473 5.W, Pacific Hwy. . Tigard Contractor: Public Storage. Inc. _ Sub Contractor: _ B 8 L Concrete Concrete Supplier: _ Southwest Ready Mix Truck No. - Ticket No. _ 77403 Cod By: _ M- Tahert 'fest Time: 2 25. _ load No. 3 Weather: Clear Temp. High: 95 Temp. low: 50 _ Location of Placement: _But lding D west. footing, buidl ing E and F south end footings. Cu. Yds._ —Concrete Temp: _ Strength Requirement: 2r _— PSI a_--2@__daysSlump_ d 1/2 Cement Type_1-I I Mix No./No. Sacks Mix #2500 Air Content Max. Aggregate—_JL4- Admix. Amount: Brand: Admix. Amount: Brand: Sol Test a Registdtr Date Date Unit Total Unit Report W, Das Numt,�r Rec'd Test Wt. load Area PSI - No. _ 7 6012 5-11 5 -15 43,051 28.27 152021 28 6012 5-11 6 - 5 28.27 50 196 2130 41 16 6012 5-11 1-3 28.2.7 Remarks- cc: City of Tigard Public. Storage - Job site -- __._.---.---------__. . Con.stntction Inspection&Refaced Test Carlson Testing, Ince 6 x 1?. Concrete P.O.box 23814 REPORT OF TEST SPECIMENS Tigard,Orpgon97223 Phone(503)GN-3460 Date Molded: . 5 _g 19 97 Job No. _ CP-3119 Permit No Client: Public Storage, Inc. Project: Public Storage, Ince Address: 13413 S.W. Pacific Hwv. , Tigard Contractor: -pal i c SLoraue. Inc. Sub Contractor: _ B & L Concrete Concrete Supplier: . SuAhwes L Ready Mix _ Truck No. 90 —_ Ticket No. 77403 Cast By: ___ M- labert Test Time: 225 load No Clear. 9550 Weather: __ Temp. High: -- Temp. Low: Location oFPlacemem`, Building D west. footing, bttidling F and F south end footings. _- Cu. Yds. Concrete Temp: Strength Requirement: _�. X500 _ PSI :0 28—_day0ump 4 1Z2" Cement Type Mix No./No. Socks M,j_a2500 — Air Content _ Max. Aggregate _ L4_ Admix. Amount: _ Brand: __�_ Admix. Amouot: Brand: Set Test ® Register Date Date Unit Total Area Unit Report Days Number Recd I Test Wt. Load PSI No. 1 1 6012 5-11 !. -15 13,051 28.27 1520 21 28 601? 5-11 6 - 5 28.27 28 6012 5-11 6 - 5 ?_8.27 I i Remarks: cc: City of Tigard Public Storage - Job site Construction Inspection&Related 7i-srs Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23H14Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3460 Date Molded: 5 -8 _ 19_ 87 Job No. CP-31 19 ------ Permit. No.---- Client: o.Client: Public Storage, Inc. Proiect: Public Storage, Inc. Address: 13473 S.W Pac i f i c 14wy. I i Bard — Contractor: Publ iC Storage. Inc. Sub Contractor- _ B 8 L Concrete Concrete Supplier: SoufhwufleadY Mix Truck No 90 __ Ticket No. _11403 Cost By: —__�_�dbert _ Test Time: 2:75 _ Load No. _3 _._._ r Weather; C I r.3r _ Temp High: �� Temp. low: location of Placement: Bu i I d i ng D west footing, bu i d 1 i ng t and I sou t.h end footings. _. Cu. Yds. Concrete Temp: Strength Requirement: _ 2500 -_ PSI Qp— 2R days Slump_ 112 Cement Type Mix No./No. Sacks Mix #2bOO Air Content__ � __ Max. Aggregate_/4— Admix. Amount: _ Brand: Admix. Amount: Brand: Jet Test® Register Date Date Unit Total Area Unit Report � T � No. Days -- Number Recd Test Wt, land PSI No. 1 7 6012 5-11 5 -15 43,051 128.27 1510 ?_1 28 6012 �-1 1 6 - 5 50,196 28.27 2.130 41 1 >t 6012 5-11 7--> 75,957 28.2.7 2690 50 Remarks: cc: City o f i i Bard Public Storage ,lob site -- ------------- _-..�__.--_—_--- _ INSPECTION NOTICE City of Tigard Building Department P.O Box 23397 Tigard, Oregon 9722:3 Phone: 639-4175 Type of Inspection ell—- Date RequestedTim( A. Address J IJ4 kAAJCX.0 Permit Owner Lot Builder The following Building Code deficiencies are required to be corrected: 7 7 Presented to Approved Inspector Disapproved Data CALL FOR REINSPECTION El YE-3 FJ No ■ JL Xt Construcdon Inrpaceien&Related Testa Carlson Testing, Inc. 6 x 12 Concrete P.O.Sex 23814 REPORT Or TEST SPECIMENS Tlgerd,Oregon 97223 Phone(503)68/-3160 5 --6 87 CP-3179 Permit No. Date Molded: �., 19_�. Job No. ---.- Client; Public Storage, Inc. Project: _ Public Storage, Inc. Address: 13473 S.W. Pacific Hwy. , Tigard Contractor: Public Storage, Inc. Sub Contractor:—B $ L Concrete Concrete Supplier; St3Utl,west Ready Mix Truck No. 86 — Ticket No. 77326 Cast By: C. St Asch Test Time: 3: 10 Load No. 2 Sunny 95 50 Weather: — _ _ Temp. Nigh: Temp. low: Footings building D east side and both ends. Location of Placement: 7 72 C%,. Yds. — _ Concrete Temno _ Strength Requirement: 2000 28 4 1 2" 1-11 PSI ®__ daysSlump. Cement Type_ Mix No./No. Sacks Mix +v2500 Air Content` Max. Aggregate 3/1"_____ Admix. Amount: Brand: Admix. Amount: _ Brand: _! Set Test a Register Date Date Unit Total Area Unit Report No. Das Nur-ber Recdea Test _ Wt. Load FC! No. I 7 5975 5-•7 5 -13 28.27— 32,926 � 1160 19 7 5975 5-7 -13 28.27 31524 1220 19 _ - —28 5975 5-7 6 - 3 50,705 28.27 _1793 39 -� 96 5975 5-7 7 - 1 28.27 Remarks: cc: City of Tigard _� --�- --_-----_-_--- u i c Storage - Job Site -- ----- ----- _ ._ Construction/nsIx-clion&Related 7irsts Carlson Tesfincr, Inc. rp 6 x l2 Concrete P.O.Box 23814 REPORT OF TEST SPEOMFNS 11gerd,Oregon 97223 Phone(50:!)684-3460 5 -6 87 CP-3179 Permit. No. Date Molded: 19 Job No. Client: Public Storage, Inc. Project: — Public Storag ,, Inc. Address: 13473 S.W. Pacific Hwy. , Tigard — — Contractor: Public Storage, Inc. _i Sub Contractor: _ B & 1. Concrete Concrete Supplier: Southwest Ready Mix _— Truck No. 86 Ticket No. 11326 Cart B l ;tasch _ Test Time: 3- 10 By: Load No. : Sunny � 95 - - 0 --- Weather: Tamp. Hign: _. Temp. Low: Footings building 0 east side and both ends. Location of Placement: -------- __, _—Cu. Yds. Concrete Temp Strength Requirement: v_ 2000 —� PSI (a 28--days Slump 4 1/2" _Cement Type Mix Nr /No. Sacks_ Mix #2500 Air Content _ _ Max. Aggregate–_ 3/4" Admix. Amount: Brand: —_ Admix. Amount: _ _—____ Brand: Set Test- Register Date Date Unit Total _ Area Unit I Report No. _ Days Number Recd Test Wt, Load _ PSI No. 1 1 5975 5-7 5 -13 28.27 32,926 1160 19 1 5975 5-7 5 -13 28.27 _ 34 524 1220 19 28 5975 5-7 6 - 3 28.27 28 5975 5-7 6 - 3 28.27 CC: City of Tigard Remarks: u 1.0 Storage – J0 Site w w Construction Inspection At,Ke(ared 7csts CarUon Testing, Inc. .� 6 x 12 Concrete P.O Box 23814 REPORTOF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: ._ 5 -6 19--8 l lob No. CP--3179 Permit No.----,- Public Storage, Inc,. Client: _.. Project: Public Storage, Inc, Address: - - 13473 S.W. Pacific Hwy. , Tigard __— Public Storage, Inc. B & L Concrete Contractor: �__ Sub Contractor: _ Concrete Supplier: _ SouLhwesL Ready Mix _ Truck No. 86 Ticket No. . 77326 Cost By: C. SLasch _ lest Time: 3. 10 Load No. ? Sunny 95 ---- 50 - Weather: _^ Temp High: - Temp. Low: I or11 i rigs bu i 1 d i ng D east s i u'e and both ends, Location of Placement: Cu. Yds. _Concrete Temp: Strength Requirement: _ 2000 PSI ® 28 ___days5lump ^ 1�2 _.Cement Type Mix No.INo. Socks M i x #2500 Air Content_ _ Max. AggFegate 3/4 Admix. Amount: - Brand: Admix. Amount: __ _.— Brand, ____ _ Set Test a Register Date Date Unit Total Area Unit Report _No. Days Number Recd Test Wt. Load _ PSI No. I — 7 5975 5-1 5 -13 28.27 32,926 1160 19 — 7 5975 5-7 5 -13 .2A.27 i 34,524 _ 1220 19 28 59'15 5-7 6 - 3 28.27 50,705 1793 39 56 5975 - 5-7 7 1 68,086 28.27 2410 48 cc: City of Tigard Remarks: Fubli _ ,)rage - o Site - INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection =jj"-4 - Date Requested Time A.M. P. Address Permit Owner Ole( C:> Lot # Builder- The following Building Code deficiencies are required to a corrected: Presented to Approved Inspector Disapproved CAU FOR REINVECTION U-1 YES Ll NO Construction InsTnttion&Related Tests Carlson Tesfing, Inc. 6 x 12 Concrete RO Uox 23814 REPORT Of TEST SPECIMENS Tigard,Oregon 97223 Phony(503)684-3460 Date Molded: 5 -5 , 19 87 Jab No. CP-3179 Permit No. Client: _ Public Storage, Inc. Project: Public Storage, Inc. Address: _ 13473 S.W. Paci IF is ;twy. Tigard Contractor: Public Storage, Inc._ Sub Contractor: A d 8 L- Concrete Concrete Supplier. — Southwest Ready Mix— Truck No.95, 88 Ticket No. 77263 Cast By: B. 0'Connor Test Time: 8: 10 _ Load No. Sunny 85 50 �— Weather: _— Temp High: , Temp. Low: Location of Placemer,f: Fluilding F all of 20' sectin N.E. quadrant and east side of building slat) 200+ Cu. Yds. -W Concrete Temp: Strength Requirement: 2000 _ PSI ®—2-8--days Slump 6 112" _Cement Type I-I I _ Mix No./No. Socks__ M i x #2500 Air Content_ _— Max. Aggregate— 314" Admix. Amount: - Brand: Admix. Amount: Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Das Number Recd Test Wt, load PSI No. I 1 5960 5-6 5 -12 37,624 28.21 1330 17 — 2.8 5960 5-6 6 - 2 58,297 28.27_ 2060 _37 28 — 5960 5-6 6 - 2 59,631 28'27 2110 37 I1 7 5%1 5-6 5 -12 39,194 28.27 1390 17 28 5961 5-6 6 - 2 59.840 28'27 2110 37 28 —5961w 5-6 6 - 2 61 412 28.27 _ - -- Remarks: 2170 cc: City of Tigard -- Sturaye, Inc. -- ------------ — l:onah uction Jn&1v. m'un&Kelared Terra Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 2.3814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 -- — Phone(503)8114-3180 Date Molded: 5 -`' , 19 a/ Job No. CP-3179 Psrmi t No. - Client: Public Storage, Inc. Project: Public Storage, Inc. Address: 13473 S.W. Pacific Hwy. , T i yard Contractor: Public Storage, Inc. Sub Contractor; B & L Concrete 7725U— Concrete Supplier: Southwest Ready Mix Truck No.95, 88 Ticket No. 77263 Cost By: B. O'Connor Test Time:8: 10 _ Load No. Sunny 85 50 Weather: luno. High: Temp. low: _ Location of Placement; Building F all of 20' sectin N.L. quadrant and east side of building slab 200* Cu. Yds. Concrete Temp: — Strength Requirement: 2000 PSI a 28 days Slump 6 112" Cement Type 1-11 Mix No./No. Socks Mix #2500 Air Content Max. Aggregate 3/4+ Admix. Amount: _ Brand __.._ Admix. Amount:— Brand: Set Test a Register Dote Dote Unit Total AUnit Report No, Days Number RecdArea Test Wt. Load PSI No. 1 7 5960 5-6 5 -12 37,624 28.27 1330 17 2.8 5960 5-6 6 - 2 28.27 28 5960 5-6 6 - l ! 28.21 11 7 _ 5%1 5-6 5 -12 39,194 28.21 1390 17 28 5961 5-6 6 - 2 29.27 2.8 59Ei1 5-6 6 - 2 2.8.27 u� ` cc: City of Tigard Construction Inspection It Related Tests Carhon 'resting, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Dote Molded: _4 19 87 Job No. CP-3119 _ Permit. No._—____ __ Client: Public Storage, Inc. _— Project: . Public Storage, Inc. Address: _ 13473 S.W. Pacific Hwy. , Tigard Public Storage, Inc. Sub Contractor: . B 8 t Concrete Contractor: _ _. ----- -------- Concrete Supplier: Southwest Ready Mix Truck No. 89 Ticket No. --17229,,-- Coo 7229 __Cao By: R. Dodson Test Time: 2:50 Load No. Clear/Warn, � 75 45 Weather: — Temp. High: __ _— — Temp low• Foot.i^g building E. Location of Placement: _ v -- ---- 74 Cu. Yds. Concrete Temp: Shength Requirement: 2500 PSI a ��_days Slump 3 1/21 _— :.emert Type___.1 Mix No./No. Sacks Mix #2500 Air Content ___r __ Max. Aggregate 3/4" — Admix. Amount: — Brand: Admix. Amount: _ _ Brand: Set Test® Register Date Date Unit Total Area Unit Report— No. Das _ Number Recd Test Wt. load -_ PSI No. I 7 5959 5-4 5 -11 51,416 28.27 1820 15 2.8 5959 5-4 6 - 1 28.27 70 22L 2480 34 28 5959 5-4 6 - 1 75 'ino 28.21 2660 -34 Hold 5959 5-4 28.27 ---- - �?4-4Z� �_ 4- cc: City of Tigard Remarks: _ is or5f ages- 03�� S-1 e MM Construction Inspection&Related Tests Carlson Tesfing, Inc. P.O.Box 23614 6 x 12 Concrete Tlgard,Or*gon9722.1 REPORT OF TEST SPECIMENS Phone(503)684-3460 Dote Molded: . 5 -4 19 81 lob No. CP-3119 Permit. No. Client: Public Storage, Inc. _ Project: _- Public Storage, I nc:. V— Address: 13473 S.W. Pacific Hwy. , Tigard Contractor: Public St)rage, Inc. Sub Cnntroctor: B 8 L Concrete Concrete Supplier: Southwest Ready Mix Truck No. 89 Ticket Nu. 11229 Cast By: R. Dodson Test Time: 2:50 Load No. I ` Clear/Warm 75 45 Weather: _ _ Temp. High: Temp. low: Footing building E. Location of Placement: 14 Cu. Yds. Concrete Temp: Stren)th Requirement: 2500 PSI 0 28 daysSlump 3 1/2' Cement Type I�-_ Mix No./No. Sacks Mix 02500 Air Content Max. Aggregate 3/4" Admin. Amwmt: Brand: Admix. Amount: Brand: -- Set Set Tess a Register Dote Date Unit Total Area Unit Report No. Days_ Number Recd Test _Wt. Load I _ PSI No. I 1 5959 r-4 5 -11 51,416 28.21 1820 15 28 5959 5-4 6 - 1 28.27 28 5959 5-4 6 - 1 28.27 i Hold 5959 5-4 28.27 Remarks: CC: City of liyard 11551-1c Storage - ,Job Site r INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tiga,d, Oregon 97223 Phone: 633-4175 Type of Inspection _ Date Requested 5 72-4- Tillq.lill.�_P.M. Address fHr,�y_• � 1 r Permit 41t Owner_ Lo #� Builder l_/a " ^ , The following Building Code deficien,ies are required to be corrected: ze Presented to r-� I I Approved :nspector [] Disapproved Date CALL FOR REINSPFCTION ❑ YES LJ NO !I ! �► � t I�f IIIt' � � INSPECTION NOTICE City of Tigard Building Department C P.O. Box 23397 Tigard, Oregon 97223 Phone: X4175 > Type of InspectiojV n l/ Date Requested JTimm A.M. P.M. Address ` Permit # — Owner �� r� C Lot Builder The following Building Code deficiencies are required to be corrected: Presented to _ --- �h p�ed inspector _---_.__ L] Disapproved Date L R,INSPECTION C 1 YES ❑ NO I INSPECTION NOTICE / City of Tigard Building Department / P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection t' Date Requested_ Time _A.M. P.M. Address �' Permit # Owner_ 1 '<< _ - Lot #_ Builder The following Building Code deficiencies are required to be corrected: L � Presented to _ ---- Approved Inspecto. _ ❑ Disapproved CALL FOR REINS ECTION L YES 4 NO Construction/nsiwction&Related 7i•sts Carlson Testing, Inc. 6 x 12 Concrete Tigard,Oregon 97223 P.O.Box 23814 REPORT OF _ _TEST SPECIMENS Phone(503)684-3460 Date Molded: 4 -29 , 19—}1 i Job No. CP-3179 Permit No._ Client: _ Public Storage, Inc. ` Project: Public Storage, Inc. Address: 13473 S.W. Pacific Hwy. , Tigard Contractor: Public Storage, Inc. _ Sub Contractor: - H 8 L Concrete Concrete Supplier: Southwest Ready M i x Truck No. 92 Ticket No. 77136 Cast By: S. Jordan _ Test Time: 1 : 10 Load No. I Sunny/warm/breeze 1� 45 Weather: _ Temp. Nigh: Temp. low: Footings building E, 150' on west. side on south end; building 1 , 110' on Location of Placement: --- east side on south end. 60 ` 4 Cu. Yds. Concrete Temp: _ Strength Requirement _ 2500 _PSI ® ZB days Slump 4 1/2 Cement Type I __ Mix No./No. Sacks_ M j x #2500 — Air Content v_—— Max. Aggregate_ 3/4 Admix. Amount: . Brand: Admix. Amount: Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Days Number _ Rec'd Test Wt. Load PSI No. 1 1 5910 4-30 5 - 6 37,376 28.27 1310 13 28 5910 4-30 5 -27 58,851 2.8.27 2080 32 56 5910 4-30 6-24' 76,866 28.27 2720 47 Remarks: cc: City of Tigard _ __ err asr Construcdon Inspection&Related Tests Carlson Tesl�ng, Inc. REPORT OF x 12 Concrete P.O.dox 23814 TEST SPECIMENS Tigard,Oregon 97223 Phone(503)6M-3460 Date Molded: 4 -29 19 87 Job No, CP-3179 Permit No. Client: Public. Storage, Inc:. Proiect: _ Public Storage, Inc. Address: 13473 S.W. Pacific Hwy. , Tigard Contractor: _ Public 'torage, Inc. Sub Contractor: R K C Concrete Concrete Supplier: Southwest Ready Mix Truck Nc. .92 Ticket No. 77136 Cast By: S. Jordan Test Timr: . 10 Load No, Sunny/warm/bree/e Weather: 45 — � Temp. Nigh: Temp. low: _ Location of Placement: toot.i nys bo i I d i ng t, 150' on we,;t s i de on south end; bu i 1 d i rig F , 110' on east side on south end. 6th `_,4 —...� Cu. Yds. Ccncrete Temp: Strength Requirement: 2500 PSI 0—2-�3_doy%Slump 4 1/2 _ Cement Type I Mix No./No. Sacks Mix #2500 Air Content 3/4" s __ Max. Aggregate__,^ Admix. Amc- ,t: Brand: — Admix. Amount: Brand: Set Test® Register Date Date Unil Total p � No. Days Number Recd Test Wt. Load Area PSI RNo. I 7 5910 4-30 5 - 6 37,376 28.2.7 `�� 1310 13 28 5910 4-30 5 -27 7.8.27 J58,851 2.080 32 56 5910 4-30 6_24' 28.7.1 Remnrk.s:__- cc: City of Tigard i Consrniedon Inspecdon&Related pears Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS ngerd,Oregon 97223 —-. Phone(603)W4-3460 Date Moldedt 4 -29 , 19 e/ Job No. CP-3179 Permit No. Client: Public Storage, Inc. Project: Publ is Storage, Inc. Address: 13473 S.W. Pacific Hwy. , T i ga r d Contractor: Public Storage, Inc. Sub Contractor: H 8 L Concrete Concrete Supplier: Southwest Ready Mix Truck No. 92 Ticket No. '71136 Cast By: S. Jordan Test Time: I : 10 load No. _ I _ gunny/warm/breerc 75 45 Weather: Temp. High: Temp. low: Footings building F, 150' on west. side on south end; building F , 110' on Location of Placement: .— easL side on south end. 60 `.J 4 _Cu. Yds. _Concrete Temp: Strength Requirement: 2500 PSI ® 28 days Slump 4 1/2 Cement Type_ I Mix No./No. Sacks Mix #2500 Air Content- Max. Aggregate 3/4 - Admix. Amount: Brand: Admix. Amount: _ Brand: Set Test® Register Dote Date Unit TotalArea Unit Report No. Das Number Recd Test Wt. load T PSI No. I 1 ()910 4-30 5 - 6 37,376 28.77 1310 13 783 5910 4-30 5 -27 2.8,27 5910 4-30 5 -?1 20.27 F—T P_Works: r,r: Cit.y of Tigard —___—_-_ __------ -- INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 839-4175 Type of Inspection Ddte Requested Time _A.M._ P.M. Address Permit Owner __ �— Lot # __ Builder The following Building Code deficiencies are required to be corre ed: ----- Presenter) to � pproved Inspector Disapproved Date CALL FOR REINSPECTION ❑ YE8 ❑ NO INSPECTION NOTICE 6i;/ of Tigard Building Department P.U. Box 23397 Tigard, Oregon 97223 f Fhone:j6339-41 75 Type of Inspection _—_ ____—__ 1�' � /p.1N" Date Requested _ _ Time__�C, A.M._ —P.M. Address -�-- Permit # ' w C)wrer ) Lot Builder -.--_-- The following Building Code deficiencies are require:, to b�, corr ed: a i j 4 i S t Present %' to Approved Inspector -- — -- - — — Disapproved Date CALL FOR REINSPECTION UJ YES 0 NO Construction Insimcdon&Related Tests Carlson Testings Inc. 6 x 12 Concrete P.O.Box 23814Tlyrrd,Oregon97223 REPORT OF TEST SPECIMENS Phone(603)684-3466 Date Molded: 4 -28_, 19 87 Job No. CP-3179 _ Permit No._ —__ Client: Pub 1 i c Storage, Inc. Project: Puul is Storage, Inc. Address: _ _ 13473 S.W. Pacific Hwy. , Tigard ::ontractor: Public Storage, Inc. Sub Contractor. 13 K l Concrete Concrete Supplier: Southwest Ready Mix Truck No. .94, 94 _ Ticket No. 77019 Cast Ay: 13, O'Connor/,V, Scher i be 1 _ Test Time: _ load No. __ Cloudy 10 45 Weather: Temp. High: Temp. low: Location of Placement: Building G south end and building B slab and footings. Cu. Yds. __Conrrete Temp: Strength Requirement: _2000PSI ® 1H _daysSlumD Cemeni Type _ Mix No./No. Sacks Mix #2500 Air Content Max. Aggregate .314� _ Admix. Amount: Brand: Admix. Amount: —_ Brand: Set Test® Register Date Date Unit Total Area Unit T Report No. Days Number Recd Test Wt. Land PSI No. 1 1 5869 4-29 40,617 28.21 1440 ] ] 5869 4-29 28.2.7 7 41,546 1470 1+ J _ 73 5869 4-29 5 -26 65,02.1 28.27 2300 2.9 --T Hold 5869 4-29 5-26 62,447 28.21 2210 29 II 1 5871 4-29 5 - 5 42,200 28.27 1490 12 7 T 5877 4-29 I 43,551 28.71 1540 12i 28 5817 4-29 5 26 70,776 28.27 2500 30 Hn l d 5871 4-29 5-26 _ 713,989 ?8.?/ 2620 30 (' 0,y (if Tigard Remarks. 1?7,1 T of tont!) W, :, —rttlTfrtf-fR �tf --- plans and specifications Construction Inspection&Related Testa Carlson Testing, Inc. P.0 Box 23814 6x 12 Concr'Pte Tigard,Oregon 97223 REPORT Of TEST SPECIMENS Phone 15031684-3460 Date Molded: __ 4 -'28 , 19 81 Job No 7q Permit. No Client: Public Storage, 1 tic. Project: Public Storage, Inc. Address: 13413 S.W. Pact f i( I Iwy . , 1 i ga r d Contractor: _Pub I Storage, 1 nt. , _ Sub Contractor: d & t_ Concrete — Concrete Supplier: Southwest Heady Mix —_—_ Truck No. 94, 94 — Ticket No. 77079 Cast By: —_ 13. 0'Connor A, `.,cher t be I Test Time: _.. load No. _T Cloudy 10 Weather. . _ Temp. High: Temp low: Ru i t(l i ng G south end and hu i ]d i ng l l ;l a h .1 nd footings . loceetion of Placement: — ----- --- Cu. Yds. _ �_Concrete 1emp: ., Strength Requirement; 2000 PSI (a 1�{ days Slump Cement Type Mix No./No. Sacks_ Mix #2500 Air Content __— _ Max. Aggregate Admin:. Amount: Brand: _ —� Admix Amount: Brand: Set Test(a Register Date Dote Unit Total M Area Unit Report No. Days NumberRec'd Test Wt. load PSI No. 1 1)869 40,67-7 ?8.77 1440 11 28 5869 4-29 5 -26 41,546 18.27 1470 11 —- 28 5869 1-2.9 !) -26 28.% 1 i Hold 5869 4-29 2.8.21 11 7 5871 4 42,200 28.27 1490 12 ^_ 28 5811 4-2.9 5 -26 43,551 T_ 28.27 1540 12 -` 28 5811 4-29 5 -16 8.21 Hold Y311 4-29 Remarks: cc: City of 1 igard P1,iTit(if 1 , T►i,*r�mr*rrt-orf-T t+rt'c-#-*rrrrf-plans anti spec i f i cat.t ons. Corrected Report C-une vection Inapeedon&Related note Carlson Testing, Inc. 6 > li Conu eteRO Box 23014 REPORT OF TEST SPECIMENS 'ngaro,Orego:i 07223 Phone(503)684-^460 [ate Molded: 4 --28 _ 19 81 Job No _ CP--31 191- Permit No Client: -- Public Storage, Inc. Project: Pub 1 t c Storage, Inc. Address: _-_ 13413 S.W. Pacific Hwy. , T i gd i d Contractor: Pub] IC SLorduf' Inc. Sub Contractor: fI 8 l concrete Concrete Supplier. SoUi.hwest ReamsM i xx— Truck No. 941 94 _ Ticket No. 77079 Cast By: E3, 0'Connor /W, Scher Ibe l Test Time: _ load No. C 1 okidy 10 45 Weather: - Temp. Nigh: Temp. Low: Location of Placement: Bu i I d i ng G south end and bu i l d i ny H s l ab and IF oot.i ngs . _Cu. Yds. _ Concrete Temp. Strength Requiremen : __ 2000 PSI ® 28 days Slump._ 5 � Cement Type Mix No./No. Sacks.. M t Xy)!)0(),__- Air Content_ __ Max. Aggregate Admix. Amount: -_ Brand: Admix. Amount: Brand Set Test® T- Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. 4-29 5 - 5 � 28.27 - 40,b77 1440 11 4-29 r - ------ 28.77 5 5 - 41,546 1470 11 ?�f ')8611 4-29 5 -26 2.8.27 Hold ',800 4-29 28.27 Il ---1— -- 5871 4-29 5 - 5 42,200 28.21 1490 12 5877 -— 4-2.9 5 - 5 43,551 28.27 1540 12 lf� 5811 4-29 5 -26 28.27 Hold 5877 4-29 2817 Remarks: C C: C i f.y of I i yard rT f_ T rr"r r rpt r t tfr fist-- plans and specificah on, . INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 r' Type of Inspection --- Date Requested Time v A.M. P.M. Address '>��; �_. _._ G �T" Permit 1/73 Owner --_�1�'r/�`"'• _ Lot #_ Builder -- -- ___-_---- - ----- The following Building Code deficiencies are required to be corrected: Presented to _ _—__— ___— Approved Inspector Disapproved Date CALL FOR REINSPECTION ❑ YES (l NO Construction Inspeedon R Related Tests Carlson T'esfing, Inc. P.O.Box 23814 6 x 12 Concrete Tlgerd,Oregon 977.23 REPORT OF TEST SPECIMENS Phone(5W)W4-?4W Date Molded:_ 4 -24 ' 19 81 Job No. CP-3119 Permit No. Client: Vubl is Storage, Inc. Project: Public Storage, Inc. Address: 13473 S.W. Pacific Hwy. , Tigard Contractor:_ Public Storage, .Inc. Sub Contractor: f3 $ I_ Concrete !_ Concrete Supplier: -_ Southwest Ready Mix Truck No. 86 _ Ticket No11031 Cos►By: C.D. Prows Test Time: 2:20 load No. — I Mo�1,l y Sunny 15 45 Weather: Temp. High: -- Temp. Low: Hui Iding "I " frf-rimeter foot.inil,, Location of Placement: 7 60 Cu. Yds. Concrete Temp: _ Strength Requirement: 2000 PSI ® 2>_{__. oaysSlump 4 1/2 Cement Type I _- 2500 PSI Concrete Placed 324.. Mix No./No. Socks Air Content— __— Max, Aggregate Admix. Amount: _ Brond: Admix. Amount: _ Brand: Set Test iRegister Date Date Unit Tota! —I Area Unit Report No. Days Number Recd Test \Wt. Load PSI No. 1 1 !4846 4-25 5 - 1 37,652 28.27 1330 10 8 'i84fi 4-71, r) -27 51,857 2H.21 2190 27 2H ',846 4-25 5 -22 63,890 2H'21 2260 27 Remarks: cc: CAt,y of Tigard Iff W Construedon tnspsedon&Related T<::.. Carlson Testing, Inc. fix 17 Concret r P.O.Box 23814 TEST SPEOMENS 'ngard,Oregon 97223 REPORT OF �r Phone(503)684.34M Date Molded: 4 -24 , 19 _ i�l Job N!o. _ CP-31 l9 Permit Cher : Pub ic: Storage, Inc. Project: . 1111b] i c St.orag,�, Inc. _-- Address: 13413 S.W. Pac:ific Hwy. , Tigard Contractor. Pub 1 i c Storage, Inc. _ Sub Contractor: H & L Concrete Concrete Supplier: Southwest Ready Mix Truck No. 8b Ticket No. 77031 Cast By: C.D. Brown Test Time: 2:20 l)ad No. I Mostly Sunny 15 45 Weather: Temp. High: Temp. low: Building "F" perimeter footings. Location of Placement: 7 60 Cu. Yds. Concrete Temp: _ Strength Requirement: 2500 PSI® Z8 _day%Slump 4 112" Cement Type I Mix No./No. Socks Air Content _ Max. Aggregate_ 3/4 Admix. Amount: _ Brand: Admix. Amount: Brand: _ Set Test® Register Date Date Unit Total Area Unit Report No. Das Number Recd Test Wt. Load PSI No. ( 1 5846 4-75 5 - 1 37,65278.27 1330 10 ;f3 5846 4-25 5 �Et 5846 4-25 5 -l-2 78.21 cc: City of Tigard INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 9722.3 Phone: 639-4175 Type of Inspection _ `–�' Tim�.M._ P.M. Date Requested—� � Address ` -54 1_L_ Permit Owner _ _ _ I_ot Builder � _� ��r11 , The following Building Code deficiencies are required to be corrected: Presentf.d to —_---_ �pprved Inspector _ l Disapprnyed Date CALL F�O REINCPECTION- ❑ YES ❑ Nt, !NSPECTION NOTICE - - C'iy of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone:/639-4`1175 Type of Inspectiony'i�;. Date Requester:_ _ Time_—_ A.M. P.N9. Address _ `~ "A, }>>� - � Permit #_-_ Owner Lot # Builder The following Building Code deficiencies are required to be corrected: i 1'to,- F'C T-, / r � � O 7 -- -- - � N Presented to (T1 }-Approved � a 3 Inspector * �1 _—__— ( � Disapproved Dat e — — CALL FOR REINSPECTION 0 YEI ❑ NO k v W W W IF ■ IA Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 6 x 12 Concrete TEST SPECIMENS llgerd,Oregon 97223 REPORT OF Phone(503)884:3480 Gate Molded: 4 -22 _, 19 81 Job No.—g-31 19 Permit No.. Client: ^ Public Storage, Tnc. Prviect: Public Storage, Inc. —�— Address: —_ 13473 S.W. Pacific Hwy. , l igard Contractor. flub is Storage, ltic• Sub Contractor: f1 K L Concrete Concrete°.jFplier: Southwest Read .Mix Truck No. 94 Ticket No. 76 Y, Cart Ily: CA U, Brown Test Time: 3:UU _ � Load No. � 1 --_ C 1 ouriy 10 53 Weather: _ Temp. High: _ - Temp. Low: Al l per i meter f oot.i ngs for bu i 1 d i ng "C" . Location of Placement: a8 Cu. Yds. __ Concrete Temp: Strength Reeqquirement: _ 2000 PSI a ZS—days Slump 3 Cement Type 1 — 2500 psi Con. placed Mix No./No. Sacks M iX #1 Air Content__. ��_— Max. Aggregate 3/4 Admix. Amount: Brand: —_ Admix. Amount: _ Brand: — _ Set Test a Regooer — Date Date Unit Total— Area Unit Report No. Days Number Recd Test Wt. Load ----PSI — No. 1 7 51:102 4-23 4 -29 37,593 ?8.21 1330 9 l8 580? 4-23 5 -20 63,301 28.21 22n0 26 _ —. 28�- 5802 4-2-31 5-20 65,303 28.27 2310 26 - - Bold `)80I 4-23 5- 0 63,890 28.21 2260 26 Remarks: ' ' City of f i Bard Public Storage - Job site W es 'W- w- = ttw Iwr w NNW--,, Construction lus1wrtion&Related 7cst5 Carlson Testing, Ric. P.U.Box 23814 x 12 Concrete. Tlgard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684.3460 Dute Molded: _._ 4 -22 , 19_ 811._ Job No. CP-31-19 Permit No.- --- Client: u.__-- Client: Public Storage, Inc, Project: Public. Storage, Inc . Address: . 13413 S.W. Pacific Hwy. , l igat cl Contractor: Public Storage, Inc . Sub Contractor . t3 K l_Concrete _—, Concrete Supplier: _ Southwest Ready Mix Truck No. 94_ Ticket No. V 76959 Cast By: C.D. Brown _ Test Time: -2-09— Loou No. _ 1 C 1 ouriy 10 S3 Weather: Temp. High: Temp. low: All perimeter footing, for hullding "C" Location of Placement: _ Cu. Yds. Concrete Temp: —_ Strength Reqyuirement: 2500 PSI 0___ IH daysSlump_ 3 --Cement Type ",(1(1 p i Con, p 1 aced Mix No./No. Socks. Mix 01 Air Content_` Max. Aggregate--- -314 Admix. Amount: Brand: Admix. Amount: Brand: _- Sat Test® Register Date Date Unit Total Area T Unit Report No. Days Number Recd Test Wt. Load PSI No. i 1 5802 4-23 4 -2.9 3-1,593 28.21 1330 9 785802 4-23 5 -20 28.27 18 5802 4-23 5 -20 28.21 Hold 5802 4-23 28.71 tten,orks: CC: City of Tigard ---- — ---- — Construction Inspection&RclmtM vests Carlson Testing, Inc. 6 x 12 Concrete P.Q.Box 23014 REPORT OF TEST SPECIMENS Ttgard,Oregon 97223 Phone(503)684-3460 Dore Molded: 4 -21 81, ly Job No. CP-3119 Permit. Client:_ Public Storage, Inc. Project: Public Storage, Ivc. _ .Address: 13473 S.W. Pacific ilwy. , Tigard Contractor: Sub Contractor: Concrete Supplier: Southwest Ready Mix _ Truck No.�' Ticket No. 76892 CostB. O'Connor A: 10 7 Y� Test Time: _ I.;,oti No. Cloudy � 6f1 �— _-40 Weather: _ _ Temp. High: 'emp. low: 3/4 o f s l nth on Ino i I d i ng CI. Location of Placement: Cu. Yds. _ Concrete Temp: 2300 2H Strength it rrintr off. p o— PSI ® days Slump ._ Cement Type Mix No./No. Sacks_ Mix #1 Air Content_ Max. Aggregate_ -3/4 _ Admix. Amount: Brand: _ Admix. Amount: Brard: Set Test® Regisfer Date Date Unit Total Area Unit Report _No. Days Number Recd Test Wt. _ load PSI No. 1 _ I 5791 4 -72 4 -28 28.27 46,927 1660 8 1 5791 4 I2 4 -28 28.77 -- 46, 107 1630 9 28 5791 4-;2 5 -19 78.27 77,242 2730 24 7H 5791 4-:'2 5 -19 28.2-1 cc: Cit of Tigard Remarks: _ Public Storage - Job Site ■F eA► al► illi t>�► �■► tir Constniction Inspccrion&Related Tests Carlson Testing, Inc. fix 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)N4-3460 Cf'-3119 hermit Na._ 4 -21 81 Job No. Date Molded: 19 Client: Public Storage, Inc. --- - ""- Project: — -- -- Public Storage, Inc. Address '3473 S.W. Pacific Hwy. , Tigard — Contractor: Sub Contractor. ----- Sout.hwest, Pvady Mix16892 Concrete Supplier: Truck No.06 _— Ticket No. D. O'Connor 8: 10 1 Cast By: lest lime: Load No. — c 1 Wady--- — — 68 40 Weather: — ___ _ ---_ Temp, tl gh: — Temp. low: _ 3i4 of fah on hui1drn(i (, Location of Placement: Cu. Yds. .— Concrete Temp: Strength it rp n 1000 _ :— PSI (a days Slump Cement Type 2 4A'I ,1 4'MT_ T1-�rt— :l/4' Mi:, No./No. Sacks— Mix #1 Air Content_ Max. Aggregate Admix. Amount: — Brand: —._ --_ Admix. Amount: — _ Brand: N:o.j Test® �—Register Dote -TJDate T Unit Total Area Unit Report Days Number -_ Rec'd_ Test Wt. load PSI No. 1 1 ' 191 4-:'2 4 -7R 28.27 --�— 46,927 1660 � 8 1 5191 4-22 1 -?8 1F3,71 46,1.07 .1630 8 211 5791 4-22 �, -19 28.27 --- ------ -- rr Cil.y of 1igard Remarks: __ -- --- ._...__ ----- ----- --._�. ------ Construction lnsper an Bt Rchtcd"Posta Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 _- °hone(503)"4-3460 CP-3179 Permit No.. A -20 87 -- nate Molded: 119 Job No. —. Client: __ Public Storage, Inc.Project: __ -- Public Storage, Inc. -- -- --- Address: _— --- 13413 S.W. Pacific Hwy. , Tigard ------- •--- Contractor: Sub Contractor: _ -- Southwest Ready Mix 90 16842 Concrete Supplier: _ Truck No. Ticket No. __— 13. O'Connor 1:40 `-' Cast By: _ Test Time: load No. . Cloudy -= 60 40 �-- Weather: _ _ Temp. High: — - Temp. low: �_.-- Buildinq D slab west, half . Location of Placement: _ — — — -- --_Cu. Yds. Concrete Temp: — — )000 28 4„ Siren th it n . PSI ® days Slump - Cement Type 3/4„ Mix No./No. Scn.ks Air Content — Max. Aggregate _ Admix. Amount — Brand:_ _ Admix. Amount: _ Brand: Set Test a Register Date Do`e Unit Total Area Unit Report No. lays Number Recd rest W`r. load PSI No. - 1 1 5184 4-21 4 28.27 : 1,040 1810 6 28 1,184 4-21 5 -18 � - 28.21 80,004 2830 2?_ 28 '.)184 4-21 5 -18 — 28.27 -- 75,146 2660 22 Hold '�If34 4-21 � 28.27 5-18 77,324 2740 22 C i Ly of 1 ,gard -- - - Remarks: _ I>>rht;r, W ■ W_ W Construction Inspection R Related Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OFTEST SPECIMENS Tlgerd,Oregon97223 Phone(503)664-3460 4 -70 81 C1'--31 19 Permit No.----.---- Date o.__-____.-_ _Date Molded: -_ , 19 Job No. _ PuhIic Storage, Inc. Client: -.--- Public Storage, Inc. Project: -------- ------- 13473 S.W. Pacific Hwy. , Tigard Address: — --- - - --- — Public Storage, Inc. 11 K I_ Cotrcret.e Contractor: _ Sub Contractor: -- Suuthwest Ready Mix 89 76860 Concrete Supplier: Truck No. Ticket No. R. Dodson Cast 8y: Test Time: Load No. — —_ CIear /mild Weather: - Tem High:_ Temp. low: Nur I h emit hiidng '' r s ah f%meas , s ie. Location of Plocement: -- -- -- t _ Cu. Yds. —_._ Concrete Temp: _— _ Strength Pr9Al(Ye ppt:C�-- 2 00 — _—PSI ® _ day%Slump —Cement Type —_— Mix #1 3/A" Mix No./No. Socks Air Content_ __ Max. Aggregate T—_ - Admix. Arnount: _ Brand: _ — Admix. Amount: _— Brand: _ —._— Set Test® Register Date _ Date Unit - Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. —r �;- —_ 75,553 1 26,40 23 --- - -- T.-IT -r;-� --- 72,007 r4_;?550 23---- cC: City of T i(t.trri Remarks: j� s ' e��, 90 slGb c;�o t Ctmetmi-don Inspection A Rclstnd Tcsrs Carlsson Testing, Inc. _ 6 x 12 Concrete P.Q.Box 29811 Tlgsrd97220 REPORT OF TEST SPECIMENS Phnne, 03)"regon -3460 PhnM{501)681.9160 4 -20 87 CP-a 1 l�) Permit No - Date Molded: ' 19 Job No. Pub] ic Storage, Inc. Client: _ —_.--_—_---- — _ Public Storage, Inc. Project: - 13473 S.W. Pacific: Hwy. , Tigard Address. _._. . PubI ic. St.orage, Inc R K t Concrete Contractor: — Sub Contractor. _ _- Southwest Ready Mix 89 16860 Concrete Supplier- —_- Truck No. Ticket No R. Dodson Cast By: Test Time: load No_W_ Clear/mild Weather: Tem . High: _ Temp low: North end building rr ;Tab f�nm east sic — location of Placement: _Cu. Yds. Concrete Temp: — X00 Strength pe p►:C _-_ PSI days Slump — —___ Cement Type 1/4 Mix No./No. Socks. Mix ul Air Content___. Max. Aggregate - Admix. Amount: — Brand: Admix. Amount: — Brand: ..--- ---T Set Test ® Register Date Dute Unit Total Area Unit I Report _ No. Days 'Dumber_ Recd Test Wt. load PSI No. 5763 5763 5 71 cc: City of Tigard Remarks: --- ._.-------- --- ------___.._._ C:ons&ucdon Inspection&Related Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tignrd,Oregon 97223 — _ ---- Phone(503)684-3460 4 -20 87 CP-3179 Permit No Date Molded: 19 Job No. Client: Public Storage, Inc. Project. Public Storage, Inc. �—_�---------- - ---- Addross: 13473 S.W. Pacific Hwy. , T i gar-d Contractor: Sub Contractor: Sot;t,hwc :A. Ready Mix 90 16842 Concrete Supplier: __ — Truck No. Ticket No. Cust By: 1s. 0 (olli rr -_ — Test Time: 1.40 Load No. C 1 nr,ciy �- 60 - -- 40 Weather. _ Temp. High: Temp. low: Hai ltling D slab west half . Location of Placement: Cu. Yds. Concrete Temp: Strength)�TqYrrp ln�MT__TH_'T,� ---_----._-..._._ PSI Ca _- days Slump — ----._ Cement Type -3,14 Mix No./Ne. Socks __—_--_ Air Content ___�_ _..__ Mc.. . Aggregate ___ Admix. Amount: Brand: _ Admix. Amount: �_ Brand: _ Set Test ® Register Date Date Unit Total Area Unit Report _N_o. _DaYs .---..Number Recd_ Test _ Wt. Load PSI No. 1 --� 1 5184 -4-21 4 -?1 28.21- 51,040 1810 6 -- 28 5784 4-21 5 -18 28.2 28 5784 4-21 5 -18 28.27 Hold 5784 4-21 2.8.2 — CC: City of Tigard Remarks: — — tl! � !� R � fel � ►]I 'Iti � Construction Inspection&Related 7csts Carlson Testing, Inc. 6 x 1i Cancret.e P.o.Box 23814 REPORTOF TEST SPECIMENS Tigard,Oregon 97223 __—_— Phone(503)684-3460 4 -l0 87 C('-3174) Permit Ni) Date Molded: _ 14 __ Job No. - I'uhl is Storage, In Client: Puhl is St,orag(- , Inc. Project: 13473 S.W. Pacific Hwy. , Tigard Address: _ _ _— -- ---- Put I i( St or-age _, Inc . (i & I Concrete Contractor: _ Sub Contractor: —.__ Sot l.hwest Ready Mix 89 76fti�0 Concrete Supplier: _— ____ Truck No. —.—� Ticket No. R. Uodson Cast By: Test Tirr.o: Load No. __- Clear/mi ---- Weather: __— ___ __ Temp. High: — Temp. Low: Nor I.h and hu i 1 d i nq "l)" r r1 ,l rltr 1 t om past. s i e. Location of Placement: Cu. 1 ds _— _ Concrete Temp: _— Strongth PSI (a days Slump. --.Cement Type --- Mix ul 3/4" Mix No./No. Sacks Air Content__--__.--_-_-.— Max. Aggregate Admix. Amount: ._ Brand: —� Admix. Amount: _ Brand: Set Test® Register Date— Date Unit Total Area Unit Report No. ays DNumber Recd Test Wt. Load PSI No. _T— --r i -71 7 fi;iT 7F T�.__T _ �--- _-.—_ 1 -�- - I Cc : City of ligand Remarks: W INSPECTION NOTICE �G City of Tigard Building Departrna;nt P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection 41 , 4 - Date Reauested_ y2// Time __ A.M. .AA:"` - Address w w` Permit #_ y7 Owner .. -- -- — GL G"� Lot #- — BuilderThe following Building Cade deficiencies are required to be corrected: Presented to -__ _ _-_ __._- -- - -__-- __ I� Approved Inspector Disapproved Date ---_1 � --------- - -- --- CALL FOR REIN4PFCTION YES I 1 NO N O R O'QONNELLf RAMIsf ELLIOTT & CREW MARK P.O'DONNELL ATTORNEYS AT LAW CANNY OFFICE TIMOTHY V RAMIS IBI N GRANT,SUITE 202 KENNETH ELLIOTT BALLOW 6 WRIGHT BUILDING CANBY.OREGON 97013 STEPHEN F CREW 1727 N W HOYt STREET 15031266-1149 CHARLES E CORRIGAN• PORTLAND,OREGON 97209 JOSEPH M SULLIVAN- (5031222-4402 ADMINISTRATIVE ASSIST-NT KENNETH H FOX MARGARET HAND JEFF BACHRACH PLEASE REPLY TO PORTLANL OFFICE SHrRCN L WILLIAMS STEPHANY WATSON MARK D WHITLOW MICHAEL REDDEN OF COUNSEL •ALSO ADMITTEO TO PRACTIC[ IN STATE Of WASHINGTON April 20 , 1987 Mr . Jerry SluMan P. O. Box C 25905 Nortvgate Station Seattle , ;WA 98125 Re : Pietro' s Pizza, TAgard, Oregon Dear Mr. Sluman : Thiq offices serves as the City Attorney for the City of Tigard, Oregon. I have been asked by Brad Roast of the city' s building department to write you so as to memorialize the city's understanding and position concerning the sanitary fewer now serving the Pietro' s Pizza restaurant loceted at 13405 S .W. Pacific Highway, Tigard , As I believe you are aware , the Public Storage Corporation is now developing the property that is adjacent and generally to the west of the Pietro's Pizza parcel . Public Storage was required to provide a sanitary sewer easement from the sewer Intercepter to the north of their property, across their property and to Pietro ' s Pizza as a condition of obtaining their (wilding permit . As is obvious , Pietro' s already has 4anitary sewer service . But , Mr . Roast points out to me that there may be some question as to whether Pietro ' s has a proper easement for the section of that line that runs across the property to the north of Pietro' s , which belongs to neither N etro' s or Public Storage . The City of Tigard does not have any reason to suggest that Pietro' s realign the sanitary sewer from its current location to a new position where it would connect with the line being put in h.y :,ublic Storage . We are only advising Pietro 's that the Publi.- Storage connection will be available and we are not in a position to insure that the current alignment , across the property to the north , io protected by an easement . Mr . Terry Sluman April 21 , 1987 Page Two Should you have any questions about the purpose or substance of this letter, please feel free to give me a call . Very truly yours, O'DONMELL, RAMIS, ELLIOZT & CREW Charles E. Corrigan CEC :dd CC: Mr. Brad Roast c ilp► i i• � � t If � Construction lnspecrion&Related Tests Carlson Testing, Inc. f x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: 4 -16 _, 19 H 1 Job No. ��'__31 19 _ Permit. No. Client: _ Pub I i c Storage, In(.. Project: Public Storage, Inc. _- Address: _ 13413 S.W. Pact I i c Hwy. , T i gard Contractor: _ Sub Contractor: Concrete Supplier: —_ Southwest Ready Mix Truck No. Ticket No. 16191 — Cast By: _13. O'Connor __ Test Time: 8: 15 _ Load No. .-_--4 ----- Cloudy --__C1oudy 66 41) Weather: _— Temp. High: __ Temp. Low: Balance of bui Iding F it f;0' wide section S.W. quadrant.. Location of Placement: ------ 40 Cu. Yds. Concrete Temp: Strength Requirement: 2000 PSI (a 28 _days Slump 4 Cr ment Type 21)00 psi Con. placed Mix No./No. Sacks Air Content Max. Aog,agate _- ;�� Admix. Amount: --- Brand: Admix. Amount: Brand- Set Test in Register Date Dote Unit Total —Area Unit I Report No. Days Number Recd Test Wt. Load I _ PSI No. I 1 T5740 4--11 4 -23 57,360 28.21 2030 5 -- 28 5740 4-11 5 -14 ';8,237 128.21 3120 I 20 28 X140 4-11 5 -14 89,876 28.2.7 3180 20 ----- Hold �)140 4-11 ?8.21 =5-14 86,793 3070 20 I City of 1 igard Remarks: --- . - Construcrion Imptwrion&Rclated 7'rsr, Carlson Tes ing, Inc. P.O Box 23814 6 x 12 Concrete Tigard,Oregon97223 REPORT OF !, TEST SPECIMENSPhonelb03►6&s-3460 Date Molded: _.. 4 -1619 r 81 Jab No CI'-31 /9 Per mi t. No. Client: Pub 1 i c Storage, Inc. --- Project: Public Storage, Inc. _ _-_-------_-_-- ------- ------ - Address: 13473 S.W. Pacific Hwy• . _--- - -_-_-- Contractor: Sub Contractor. �. --_-------- - Concrete Supplier: � 11outltwe! I. Peady Mix _ Truck No_ 90 Ticket No. _-116191 Cast By: H. O'Connor __ _ Test Time: E3_ 1 J _ Load No. -._ . 60 45 P Weather: g C I oudy rem High: __ — Temp. Low: Eialdnce of building F at 60' wide section S.W. quadrant. Location of Placement: 40 Cu. Yds. _ Concrete Temp: Strength keyuirement: —__ 2000 _ PSI L8 days Slump __Cement Type ?_500 psi Con. placed 3/4" Mix No./No. Sacks Air Content—.-_--- ----.- Max, Aggregate ._ --- Admix. Amount: Brand: _ —._ Admix. Amount: _ — Brand: Set Test® Register Date Date T^Unit Total Area Unit Report No,_ Days Number Recd Test Wt. _Load PSI No. 1 1 5140 - 4-1-1 4 -2:1 57,360 ?_8.21 2030 5 28 5140 4-1.1 5 -14 28.21 28 5740 4-17 5 -14 28.27 _-- Hold 5140 1--17 28.27 Remarks: cc: City of Tigard — -, W INSPECTION NOTICE City of Tigard Building Department P.U. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection __ L Date Requested A.M. Address 7ll" a �Jc �9 � Permit #.._ Owner i V �1 _ _ Lot #^-_-- Builder The following Building Code deficiencies are required to be corrected: Presented tc — (�� Approved Inspector /,r _ -- — --- � � Disapproved Date CALL FOR REINSPECTION ❑ YES L�] NO �► s� ■r t wr � r � a � a7 ROSTIFARD April 16, 1987 OREGON 25 Years of Senvlce 19161-1986 Mr. Gary Bliss Paket Associates 11080 SW Allen Blvd. #100 Beaverton, OR 97005 RE: Public St^rade - 13473 SW Pacific Highway Dear Mr. Bliss: In a telephone conversation of April 15, 1987 we discussed a matter regarding an "ingress, egress ^Ksement" at the above referenced address. It has come to the attention of the City, that the Public Storage project now under construction may encroach on a portion of the easement by removal. of pavement for a "planter" area, thus reducing the paved area for ingress, egress to tax lot 1802. The attached copy shows the area of discussion, se stated in our conversation, it is not the City of Tigard's jurisdiction to i.pprove or disapprove any proposed use of the easement (because of it being a .1 private" easement), but to inform your client in hopes of avoiding any possible conflicts with adjoining properties. If you have any questions, please call 639-4171. 81�CRltily, y i Brad Roast BuildiA* Official ERenn/12.UV t. t. �'_ 1 F t �..._�'r _- ---y. - T`— .rte ,k, r •{If f FT i k- -1 r , A h v ti Ir• � �� " � �� Ian I N ,.• �; y Of is `.1� � � � IL • Y�V. Construction Inspection&Related Tuts Carmen Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 87223Phone(503)684-3460 Date Molded: 4 --15 19 87 Job No. . CP-3179 Perm it No. Client: Public Storage, Inc. Project: Public Storage, Inc. Address: 13473 S.W. Pacific Hwy. , Tigard - Contractor: _ Su'-)Contractor. _ --7B74-4— Concrete Concrete Supplier: _ Southwest Ready Mix Truck No. 90, 86 _. Ticket No. Cost By: B. t)'Connor Test Time: r :4 5, 10: 15 Load No. ^_ 5, 11 C Ioaadv 65 45 Weather: — Temp. High: _— Temp. low: . Slab building F set 1 wesst end of building. Location of Placement, _ 150 Cu. Yd!. —Concrete Temp: ^rte,,._ --- _ 2000 28 5" I 1I Strength�i�gy.iremept: PSI a days Slump Cement Type---- R'=1 Con. p ac Mix No./No. Sncks Air Content _ Max. Aggregate_ 3/4 Admix. Amount: . Brand: Admix. Amount: _ Brand- Set Test IR Register Date Date Unit Total Area Un _Report No. Days Number Recd Test Wt. Load PSI No. I .1 5721 4 16 4 -22 53,848 28.27 1900 4 ?8 5721 4-16 5 -13 132,710 28.27 4690 18 :G> 5721 4- 16 5 -13 126,631 28.27 4480 18 Ho Id 5721 4-16 5-13 124,871 26.27 4420 18 11 7 5722 4-16 4 -22 38,186 28.27 1350 4 2p 5722 4-16 5 -13 67,849 28.27 2400 18 28 5722 4-16 5 -13 69,111 28.27 2440 18 H�lri 5722 4 16 5-13 72,347 28.27 2560 18 CC: City of Tigard Remarks: Construction Inspection&Related 161.% Carlson Testings Inc. 6 r 12 Concrete P.O.Box 23814 REPORT CF 1 EST SPECIMENS Tigard,Oregcn 97223 Phone(503)684.3460 Date Molded: _ 4 15 119 A �_ Job No. CP-3 .79 Permit- No............. _.._.._....w_.. Client: -- P.rblic Storage, Inc. _ -- -- ------ Project; — ' ubl is Storage, Inc. Address: 13473 S.W. Pacif is Hwy. , 1 igard Contractor: Sub Contractor: _ 1b(411 Concrete Supplier: ` out l-rw st Ready Mix Ti uck No. 90, 86 - Ticket No. ? Cost B 8. C'Linn, 7:45, 10_15 5, 1.- — By: _— _ Test Time: _ � Load No. _- C:l oudy 65 4 5 Weather: -- Temp, High: � _ Tema. Low: Slab bui Iding F set 1 west end of bei Iding. Location of Placement: — _ -- - -- _ -Cu. Yds. Concrete Temp: _- - Stringjh� ireme2000 PSI H days Slump f' Cement Type ;Ys,nh on. pacer. Mix No./No. Sacks _ Air Content-- ___-- Max. Aggregc to Admix. Amount: _ Brand: —_ Admix. Amount: --, Brand: Set Test (a Register I Dato Date UnitTotal Area Unit Report No. Days Number _ Rec'd Test _ Wt. _— Load - PSI No.— 1 1 5721 4-16 4 22 53,848 28.`7 1.900 4 28 5721 4-16 5 -13 28.27 ?>a 5721 4-16 5 -13 — 28.27 —� -- Ho Id 57?11 4-16 28.27 I1 7 5722 4-16 4 --22 38,186 28.27 1350 4 28 - 5722 4-16 5 -la 28.2'7 -- 28 5722 4-16 5 - 13 28.27 Hold 5722 4- 16 — -- -- 28.27 — _ I CC: City of Tigard Remarks: — — -- - --- - - — — ----—--- C'onstnrction/nafft-mon&Rdate.i 7ir.t% Carlson Testing, Ince P.O.Box 23814 C(ntcI-ete 71gard,Oregon97223 RF PORT Of TEST SPECIMENS Phono(503)664-3460 4 -14 , 19 81 CP-3119 Permit No. _ Dote Molded: __ Job No. Client: Public Storage, Inc. - --- --- Public Storage, Inc. Project: .___ Address: 13473 S.W. Pacific Hwy. , Tigard Contractor: Sub Contractor: S92' 90 WIG) - Ticket No. Concrete Supplier: Southwest Ready Mix Truck No Cost By: H• O'Connor Test Time: — load No. 61 44 Fair Temp. low: Weather: — Temp. High: -- -- Floor slab building "E". 1st set taken at west end of building. Location of Placement: Cu. Yds. Concrete Temp: _- ------_-. 200329 6" J Cement Type Strengt fetquiT PSI ® daysSlump ----- 3/4' Mix No./No. Sacks _ _ Air Content Max. Aggregate - Brand: Admix. Amount: Brand: Admix. Amount: _ — — - Area Unit Report Set Test® Register Date Date Unit Tota! PSI No. No. Days Number Recd Test Wt. Load 1 1 5110 4-15 4 -2.1 61,560 28.27 2180 3 ?8 5110 4-15 5 -12 95,831 3390 16 28 5710 4-15 5 -12 93,554 28.27 3310 16 Iiiild 5 -12 5110 4-15 96,950 28.l1 3430 16 1 1 1 5111 4-15 4 -21 28.2 7 75,265 2660 3 28 5711 4-15 5 -12 2.8.27 110,740 3920 16 _ 28 5711 4-15 5 -12 108,290 28.27 3830 16 Iln l t1 5 11 1 4-15 5 -12 109,960 28.21 3890 16 --_ City (if' Tigard Remarks: - - , O ] -- --- - - W1 W1 WA W- Cnnstructiun lnslxti-riun M Rclatcd 7csts Carlson Testing, Ince P.O Box 23914 f. x ll (`rinCret(' Tigard,Oregon t?7223 REPORT OF r TEST SPECIMENS Phone(503)684-3460 4 -14 19 81 Job No. CF'--31 19 her to i t No Date Molded: _ -- - Public Storage, Inc. Client: --- - Project: Pub 1 i c Storage, Inc. Address: - 13413 S.W. Pacific Hwy. , Tigard —_ -- - -"- Contractor: _- - Sub Contrrsc or: - - - - j�---- Southwest. Ready Mix 92, 90 16705 — Concrete Supplier; _ Truck No. _ - Ticket No. Cost B 13• O'Connor- Test Time: load No. -- ----- 'f 6 l 44 Weather: — Temp. High: __.- _ Temp. Low: ----_- Floor slag hili lding "f " . 1st. set. taken at west end of bui Iding. Location of Placement: - - -- - - — - _Cu. Yds. Concrete Temp: - - Strengt �tequir�rn �— 000 _._—_.— PSI ® /H _' days Slump _t�_- ----- - C'ment Type --- j(.e( 3/4" Mix No./No, Sacks Air Content _�._---- Max. Aggregate------____..____-___- . Admix. Amount: Brand: -_ -_. _ Admix. Amount: Brand: Set Test(a Register Date- Date Unit Total Area Unit Report No. Days Number Recd Test yr+. Load PSI No. / !,110 4-15 4 -21 61 ,560 28.21 2180 3 7R 5110 -i 78 5110 4-15 5 -17 28.21 -N_ Hold 5710 4-15 v V 28.77 l [ 1 511 1 4-15 4 -2.1 75,2 28.21 2660 3 -- -� 28 5711 4-15 5 -12 28.21 -- 18 — 5111-- 4-15 5 -12 28.27 Hold � 501 J1:4 1'� — --- 28.7.7 cc: City of Tigard Remarks: - -- - --- - -- --- - -- ----- - INSPECTION NOTICE F City of Tigard Building Department F P C) Box 23397 Tigard, Oregon 97223 Phone 639-4175 l Type of Inspection b✓�- _ q l - -.� _ Time ___--_--.. A.M. �P.M. Date Requested_ 4 I Pox Address _._f444 _ _. Permit Owner — --- Lot # Y l7 Builder _ _ The following Building Code deficiencies are required to be corrected 2D 1 Presewad to — J Approved Inspector ---- _-- --• — L) Disapproved Date - — — --- f-L- l CALL FOR REINSPECTION YES 0 NO 9 Construction Insluxrrion&Rclated Tc to Carlson Testing, Inc. P.O.Box 23814 f7 X 12 C o n c r o 1 e Tigard,O►.gon 97223 REPORT OF TEST SPECIMENS Phone(503)894-3480 ) b o CP-31 15 Permit. No..--- Dote Molded: — 4 -13_ 19--81 oN _ Client! Pub is Storage, Inc. Project: — Public Storage, 1 nc Address- 13413 S.W.-Pacific Hwy. , 1 i gar d Contractor: _-_ --____-- Sub Contro,:tor: -- -- S.W. Ready Mix r Concrete Supplier- . Truck No. � Ticket No. �.�—. 5 Cast By: li. 0'Connor Test Time: _—__ load No. _ —_ C --- 65 40 'Weather: .—� _ Temp. High: — _ __—_ Temp Low: Floor slab building "C" . Location of Placement: — --- --�-- 10 _Cu. Yds. —_ Concrete Temp: Strength Ruiremenh 1000 _ PSI a I8 day%Slump _ Cement Type parod Mix No./No. Sacks _ Air Content _— —__ Max. Aggregate3�4 — Admix. Amount, _ Brand: _ Admix. Amount: Brand: Set I Test ® Register Date Date- Unit Total Area Unit Report No. Days_ Days Number Recd Test Wt. Load �_� PSI _ i No. I I 5690 4-14 4 15 20,329 7.8.27 720 1 1 !i690 4-14 4 -70 52,503 28.1 3.860 2 --- 7,3 5690 ^- 4-14 5 -11 — 82,542 28.77 2920 14 - lT1 ti690 4-14 5 --11 � 80,510 28.!1 ---� 2850 14 Remarks: CC! City of I iyard ___ z1ab --- Cunstrurtion Inspeoiuo K-Related 7ist.s Carlson Testing, Inc. 6 x 12 P.U.Box 2381 REPORT OF — TEST SPECIMENS Tigard,Oregon 97223Phone(503)684-3460 Date Molded: 4 -l.3 _., 19_ H 7 Job No. CP-311 19 — Permit. No . Client: Public St.orar7e, Inc . Project: Public Storage, Inc . Address: -- 13413 S.W. Pac i f i c Hwy . , 1 i yard Contractor: Sub Contractor: Concrete Supplier: S.W. Inc'•ady Mix Truck No. 90 _ Ticket No. 76665 Cast By: E3. O'Connor Test Time: _ load No. — Sunny � --- 65 40 Weather: Temp. High: __ Temp. low: Floor slab building X" . Location of Placement: __ _. —_-- -- - ------------ — -- /0 Cu. Yds. _—__ --_Concrete Temp: Streng'h Requirement: 1(1(10 __—_� 'Sl (al8 days Slump ._--_ _Cement Tyne Placed 75 -- Mix No./No. Socks_ — _ Air Content _. ___ Mar.. Aggregat-'! 3/4' Admix. Amount: Brand: _ Admix. Amount: _— Erand: Set Test® Register Date Datk. �~Unit Total Area Unit Report Y No. Days _ Number Recd Test Wt. load PSI No. 1 2 5690 4-14 4 -15 20,329 28.77 720 1 1 5690 4-14 4 -20 52,503 28.27 1860 2 --- 78 5690 4-14 5 -11 28,27 - - 28 %90 4-14 5 -11 28.27 Remarks: CC: City of Tigard _ ----- — _ t 1♦ ConsG-uction Inspection R Related Huts Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)664-34W Date Molded: 4 -13 )9_ 8 l CP-3119— Permit No.-_- Job No. _— Client: Pub 1 i c Storage, Inc Project: Punt is Storage. Inc. Address: — 13413 S.W. Pacific Hwy. , Tigard — Contractor: i_ — Sub Contractor: Concrete Supplier; S.W. Ready Mix —�— ^— Truck No. 90 Ticket No. _ 76665—_— Cast B 8• O'Connor —. Test Time: _— Load No. 5 Sunny 65 40 Weather. —_� _ ��_ —_—__ Temp. High: — - Temp. Low: Floor siah building "C" . Location of Placement: _ -- -- ------- -- 10 —Cu. Yds. — Conc,ete Temp: Strength Requirement: _ 2000 _— -- PSI a_ 28 days Slump_ _Cement Type P 1 aced 25NT_ "1/4" Mix No./No. Sacks e --- Air Content_------ Max. Aggregate Admix. Amount: Brand: Admix. Amount: _ Brand: _ Sec Test in Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt Load— l PSI No. - 1 2 5690 4--14 4 -15 20,329 28.21 720 1 1 — 569(3 4-14 4 -20 2.8.21 28 5690 4-14P5 -11 "28.2728 V190 4-14 28.21 Cc: City of Tigard Remarks: — - --- -- -- -- ---- ---- --.�._. - - W flll► #Ir s W �■► t S i INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 � 7 7 Type of Inspection lJ� ��S— � 1/ C Date Requested_! �.3 — F�_ Time A.M.. _ P.M. Address ��j-��/ C _ Permit # Owner —_� _- Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to Approved 0or Inspector J Disapproved Date — ALL FOR REINSPECTION YES CJ NO INSPECTION NOTICE City of Tigard Builu;ng Department P.O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection ��" -� ��k� "^' !/L►�'"�! Date Requested_ Time A.M. Address l I' Permit # 7 Owner Lot # C aC Builder __-- Y- The following Building Code deficiencies are required to be Corrected: Presented to Appr�reu w Inspector Q�� — LJ Disapproved Date c� / CALL FOR REINSPECTION ❑ YES 1 NO THOMPSON, ADAMS, OEBAST & RAY ATTCJRNEYS AT LAW ROCERT E.IHOMPSON ALL STREET STATION JAMES O.CASTLES ROONEY C.AOAMS 4500 9 W. HALL CLV D OI CO UN!!L PAUL J.ONSAST BEAVERTON, OREGON 97005 JOHN C RAY TELEPHONE6-4A-21-48 April 6, 1987 Mr . Dean Beaumont CERTIFIED MAIL - RETURN Public Storage, Inc. RECEIPT AND REGULAR MAIL A-203 11731 Rainier Avenue South Seattle, Washington 98178 Dear Mr . Beaumont : We have been advised by our clients , Harry and Leonard Wahl , that the City of Tigard has issued a building permit to allow the construction over a portion of the storm drainage easement that our clients have over , across and thru your property. Those easements were granted to us in Document No. 8505076 of the Washington County Deed Records . The easement grants to the Wahls the rights of ingress and egress to the property necessary to enjoy, operate and maintain the easement . Needless to say, a structure built over the easement will make it difficult and maybe impossible to properly maintain the easement in the event of future problems making repairs or reconstruction necessary. It is not our desire to prvent your construction project or to file a suit to enjoin such construction but our clients will look solely to you and to your successors in title to construct and operate said buildings in a manner that will not damage or impede the use of said easement and not to place the structures in a manner that would make it difficui.t or impossible to maintain the easement. Our. clients will look to you and your succ:e5sors for any damages they may sustain as a result of your action and desire to construct a building over the top of our storm drainage easement . I might also advise you that there is a manhole on the easement_ that must at all times be accessible for access . Very truly yours , THOMPSON , ADAMS, DeBAST & RAY Rodney C. Adams RCA/sp cc : City of Tigard Building Dept . , Attn . Brad Roast Mr . and Mrs . Leonard Wahl Em . 1, 6472 CITY OF TIGARD 639.4171 DATE BUILDING PERMIT 1 TAX MAP�51"ZBB LOT NO. law SUBDIVISION lie :;tarare, Inc.. JOB ADDRESS 1-3473 SN Pacific 1444""_. OWNER BUILDER ___ -__ STATE REG N0. —_-_ EXP.DATE BUILDER'S PH0N06-772-503' _ ARCHITECTI��-O.-_ht16011 r__ _—._--- — PHONE. OTHER STRUCTURE lJ NEW [1 REMODEL L ACnITION I REPAIR L MOVE ! OTHER _ DEMOLITICN RESIDENCE `T ' COMM EDUCATION IND n RELIGIOUS I I ACCESSORY I 1 GARAGE OTHER FENCE OCCUPANCK44jU- _LAND USE ZONECu BLDG.TYPE5LL--FIRE ZONE PLAN CHECK BY AL.._ HEAT _ t.vnstruct mini—stura a lacility wllivin ,quarters Lor r,,ana er, sill per a ,pruyeu plans au,': code requirements. Sjjhject to TFXI) review. 1' UF,. & taech. Verwit regd. -- u );it i, 6 traps SEWER PERMIT N _ OCC.LOAD FLOOR LOAD 4(j HEIGHT 15+-- NO STORIESi AREA1 ! NO.BEDROOMS• VALUO5),5Ut1 _ BUILDING DEPARTMENT WC plans_ _ —� SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING — REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 36403 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE L, THIS PERMIT DOES NOT WAIVE PI.Ckj 014 RESTRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE.CURRENT CITY BUSINESS TAX PERMITS,SEPAT:ATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax _ <— Total 1I APPLIbNt OR AGENTPrepd < 1 DuRNceipt No. ! ADDRESS -� Bal. e �� "'—- Issued By Approved By DATE INSP. TYPE INSPECTION /REMARKS PLUMBING DATE --!� / ContractorS/ grcY (0 iir 5 y (� `► J� ParmitN x �,r� Sz.cjil I `. .�5 �121J_ a Rough-in Fixture Final HEATING L Contractor Permit No. � 6'�S Gas or Oil �itILn�K..O� — Orr OA' Rough-in Final SEWER Final -_� - �� -t57 DRIVEWAY Final Storm Drainage T (Rain Drain)Final Sidewalk Curb d Street Final Approach BLDG.DEPT.FINAL CERTFICA PORARY ANCY CERTIFICATE OCCUPANCY Final Landscaping Zoning Final (25� F TIFA RD March 16, 1987 EGON ors of Service 961-1986 Mr. David Bantz Waker Associates, Inc. 11080 SW Allen Blvd. , #lUO Beaverton OR 97005 Dear David: Enclosed please find the contractor's copy of the plan review for the public storage project that you picked up last Friday. I neglected to give you this information at the time. I have begun the process tc obtain the $15.00 refund that is owing the Public Storage company. If you have any questions on this project, please give us a call . Sincerely, Julie D. Ouellette Building Permits Clerk 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — ar ew alr wr s � E.XPLNDITUKE: KKIMBURSEMENT KEQUEST Hits form is a multiuse toren. Where appropriate receipts must be attAkht'd . Documentation is important for ate purposes. Staple documentation to torm. VENDOR NO: jATE:___ 3-13-87 PAYABLE TO: Public Storage, Inc . Requested by : Julie Ouellette 11731 Rainier Ave_- .1,.8A203 _ Seattle WA 98178 cc=ver.zrcasa..e>z.az ............................... MISCELLANEOUS (parking., books, subscriptions, duer., memberships, etc . ) : Date Description Account No. Alnount 3/13 Refund of overcharge on sewer inspectioi 30-444 15.00 XHKKYt*KX1AX fee Receipt 820824 (Please see attached) (Charged $50.00, but $35.00 all that _ was =we ...O............... ............... GENERAL. MEAL EXPENSE: Date Description Amount Account Number to be charged: Total MILEAGE: Date Description: (Include end start rea•lings and total silos) Mnuut Account Nuebert Total zit' ere I �r...;.w�.................r....�rww....�M..wti.Mw1� APPROPRIATION BALANCE: AS OF: Signature _ APPROVALS G f $25.00 or under tray be reimbursed through petty cash) : f�+P OW0040 sectionNah�ged'�1'+ i ;.' . vurah. hsfnt _ (5500.01-$5,000.00)Dept. Dead/Porch. Agent ___ i ITS'' 6481 CITY Off'TIGARD 639.4171 /^� DATE BUILDING PERMIT ♦� ) f /,� 'L 5 / -- 1 ✓ (,G' TAX MAP zy172Ct3_ LOT N0.1�_SUBDIVI810N OWNER_.. + ut+l" Storage, inc. 13473 SW P&Cifie Highway _.-.... — .� JOB ADDRESS ---- BUILDER ._----.-- -----_-- __ -_ STATE REG.NO, _---,_...._..._ EXP.DATE BUILDER'SPHONE 206-772-5Oi2 ARCHITECT _ _----_---- - Ned Nelsox► PHONE Z(1tz�:>IS'"4y0O___ OTHER - STRUCTURE ❑ NEW I REMODEL I ADDITION REPAIR MOVE X! OTHER;i i i. DEMOLITION RESIDENCF XFT COMM EDUCATION IND RELIGIOUS ACCESSORY GARAGE OTHER FENCE OCCUPANCY LAND USE ZONE t t BLDG TYPE FIRE ZONE PLAN CHECK BY 1"—HEAT itework 1iermit:-- it►cludeFt all graainA, paving, atom drainage and lamiesca;pin�;. .+11 per approved plana. Stee buildirq, Ner!nita 1964.2-6416. Lmp>erviuuo areas IJ2,915 ay. ft. - 13 LKO 6 parkins: spacer read. � —^ SEWER PERMIT M 29194 (ldu---Bae 6472) OCC.LOAD FLOOR LOAD _ HEIGHT 140 STOHIES _ AREA NO.BEDROOMS VAI.UE62,000 BUILDING DEPARTMENT — ',Ll BACKS FRONT v` HEAR LEFT SIDE RIGHT SIDE >r;e� _ �l�n�. Permit 379.00THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 146.35 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLi-ABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire_ _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUP CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax_ 15.16 ,250.t.; SDC- 460.00 r.:---� Total 640.51 APPLICANT A EN POCM Prepd. II 150.403 -- - Receipt N % ADDRESS -'--�----_.__._---- _ PH15NE Bal.Due - Issued By Apprawd By ,�....�.r..�:.ue. •-. 3i.:i`:•`�"_. .4... — - '"�.:-��. n.y..uw.w+wi.o...a...r:-,rnJ,o.».....,.,.a�r.�,:.,.:.f..'w.,..�,,.w......»....R......s..i.�...w.�..w.........�..,,...�.. ?r DATE INSP.. TYPEINSPECTION REMARKS PLUMBING DATE .327 TV<52,.S, r AQ JI,,l •Z DO 4J�h / >>✓ urntractor --- 7 Permit No. Rough-in —�^' -- Fixture Final HEATING Contractor -� -- Perrnit No. Gas or OII Rougn-in Final — --- SEWER �— -- — --- -inal DNIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL CERTF CATS OCCUPANCY CERTIFILATE OCCUPANCY Final — Landscaping Zoning Final 6473 CITY OF TIGARD 639-4171 DATE BUILDING PERMIT �^7 2�1-2c;t; 1 AX MAP' --LOT NO. SUBDIVISION eublic Ltor"al Inc. JOB ADDRE*&' �J SU ()WNER___ ---- :�(P.DATE - BUILDER STATE REG.NO. -_.—_— - --"-- BUILDER'S PHONE __206-772—. 117 --. PHONE ARCHITECT.- 5-A 0f1 -OTHER -------- - --..._—_-- _ Nt!d NelAtan__. �Ub"4 I REPAIR MOVE L..1 OTHER 1 DEMOLITION, STRUCTURE X C 1 NEW ' REMODEL ADDITION _ _ RESIDENCE I ' COMM EDUCATION IND RELIGIOUS ACCESSORY GARAGE OTHER FENCE OCCUPANCY _�li��LAND USE ZONE _BLDG TYPE :�; FIRE ZONE PLAN CHECK BLY HEAT _ _ Construct mini-storage facility, all per approved plans snot cadIft X0gU l?taersL>,. Subject to TkFU requirements. SEWER PERMIT M OCC.LOAD FLOOR LOAD HEIGHT NC STORIES I _ARE015t3 NO.BEDROOMS VALUL� r •— _l_-CA DING DEPARTMENT SETBACKS FRONT SCP REAR _ 1 1.+i68 LEFT SIDE —_ RIGHT SIDE Permit C- ___f Th;r' PERMIT IS ISSUED SUIIJE�:T TO THE REGULATIONS CONTAINFD IN THE BUILDING CODE, ZONING T .25 I REGULATIONS AND ALL APFLICACLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE 172 'WORK !'!LL BE DONE IN ACCORDANCE WI I H THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Plan Check ��WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.FIM-F __ - _ RESTRICTIVE COVENANTS. CONT RACTOR AND SUR CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. 10.60 State Tax --- --- - SDC 554.45 IC N OR AE15 t Total ______ Pro d. Receipt No. // IJ A65—FIESS — - - -- -- HONE Bal.Due —.__ A roved By--- — Issued By .__. PP DATE INSP. TYPEINSPECTION REMARKS PLUMBING DATE Contractor loc. -ell Permit No. Hough-ln 20 Fixture Final HEATING Contractor Permit No, Gasor011 Rough-in Final SEWER Filial DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY Lamd.qcspin(j oning Final :..;t,. C 6474 CITY OF TIGARD 639.4171 _ DA.TE — BUILDING PL-RMIT TAX MAP S1---LOT NO. ,St��--BUBnI�'I` ION . Vubli- 'torai!e, Inc. - - - --__-- JOB ADDRESS13473 SW Pacific Highway _- OWNER —__ BUILDER ____..-____- ______ __ - ___ STATE REG.NO. _.r__-----EXP.DATE BUILDER'S PHONE _.?116W J26Al t zl;b-455-49U0 PHONE OTHER - - — ARCHITECT-�--:llatl Nolmw,n STRUCTURE -L'J --- yy '' NEW II REMODEL ADDITION REPAIR I MOVE OTHER 1 DEMC LITION OTHER ( FENCE RESIDENCE tiL L' COMM EDUCATION IND RELIGIOUS L1 ACCESSORY GARAGE _ ='` OCCUPANCY 1AND USE ZONE L'L' BLDG.TYPE FIREZONE 0,A B;L.. HFA(- --- Conrstrur.t mini-staraf,e facility, all per approved plane and code requirements. _i1►it,�£3'-L to Tua►i revierr.r_ SEWER PERMIT M �lsUt' VALUE OCC.LOAD FLOOR LOAD „� HEIGH_T 1 NO.STORIES 1 AFt A NO.BEDROOMS VA BUILDING DEPARMENT— SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE 'i ; Permit 361.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 236.55 WORK WILL BE )ONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck. FU 146.80—` TAX PERMITS TS SEPARATE PERMITS REQUIRED FOP.SEWER.PL1 UMBIING AND 4EATINGEN'f CITY BUSINESS state Tax 14.68_ _ sec— } ,.-_ --t— ,, .•, �,>.� .� _�..1..�_- Total 761.03 APPLICANT OR AGENT r - PUCN Prepd. _-..--- - Receipt No., )/tn'A-1 ADDRESS - Bal.Due - Issued Approved By — DATE INSP. TYPE INSPECTION REMARKS PLUMBING^ QATE Contractor Permit No. Rough-in Fixture 0 Final HEATING Contractor -- ---- ---- Permit No. Gas or Oil — -- — — Rough-in — -----� Y Final -- -_ SEWER -... Final —� DRIVEWAY -J- - — _ --� Ft al — Y Storm Drainage - — i (Rain Drain)Final —"--"— - - -- Sidewalk -- - Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY Landscaping Zoning Final _—_ 6475 CITY OF TIGARD 639.4'-T1 I 7. BUILDING PERMIT � d � �;� �� LATE _—�_ -._--11I____ TAX MAP281"2CB _LOT NO. In _-.SUBDIVISION OWNER______ Storage, :Inc* -- ----- -_ JOB ADDRESS _-__- BUILDER STATE REG.NO. _ __.-._.EXP.DATE _ BUILDER'SPHONE 206-772-•5+)12 11)6-4 5 5-4 9t.kU !!{!d h;e Leon ARCHITECT_- PHONE ---_—_- __OTHER — --- --- ----- _ STRUCTURE xi 1 N':W REMODEL ❑ ADDITION f REPAIR i MOVE OTHER C7 DEMOLITION RESIDENCE COMM I EDUCATION Ll IND LI RELIGIOUS ACCESSORY GARAGIcOTHER FENCE J ;M�_ HEAT OCCUPANCY . j LAPID USE ZONE - BLDG.TYPE —FIRE ZONE__PLAN CHECK BY L;unstruct mini-storage facility, all per approved plans auu cone requirements, Sub jst:t to TidU review. BLDG. ,I SEWER PERMIT M -- OCC.LOAD FLOOR LOAD HEIGHT; NO.STORIES 1 AREMOVU NO.BEDROOMS VALUE 132,99G UILDING DEPARTMENT Plans t35ET BAClcS FRONT LEFt SIDE RIGHT SIDE REAR � •3 v See Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING – REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, ANI) IT IS HEREBY AGREED THAT THE Plan Check 335.08 WORK WILL BE DCNE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND iN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.C4.Wtr#WU 2U6.20 _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 2u.62 SDC - \ 1 0'17. ��_ t. t �. - i_»--iia�l-u Total 40 PPL ANT OR A(3�ENT — - - PDC# - - -- ----- Receipt No.►Wol A-lDbAtSS -- ----- Bal. ---Bal.Due Issued By_ Y .� i DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor ,tp 17 Permit No Roughin Fixture Final HEATING— Contractor EATINGContractor Permit No Gas or Oil Rough-in Final SEWER f nal DRIVEWAY Final Storm Dr a (Rain Drain)rinal ISidewalk ICurb Street Final Approach BLDG.DEPT.FINAL CERTFICTEMPORARY E OCCUPANCY CERTIFICATE OCCUPANCY Final AT Landscaping Zoning Final x Llili L 6476 CITY OF TIGARD 939.4171 DATE BUILDING PERMIT TAX Ma0l-24B LOT NO. 1800 SUBDIVISION Public Storage, Inc. OWNER — JOB ADDRESS 13471_SW Paeitic itighwaa BUILDER . STATE REG.NO. __ __EXP.DATE BUILDER'S PHONE 206-772-9072 ARCHITECT.._ -- Ne wa __��._ PHONE �U6-�4SS-+►QUO__ _ _OTHER STRUCTURE M NEW CJ REMODEL ❑ ADDITION ( i REPAIR C MOVE OTHER DEMOLITION RESIDENCE X® COMM C1 EDUGAIION ElIND RELIGIOUS ACCESSORY I GARAGE OTHER FENCE OCCUPANCY LAND USE ZONE BLDG TYPE _ F,R;:ZONE PLAN CHECK BY _ HEAT. Gonatruct mini-Rtaragee f4Cility all Per approved k.,Ians and coder r8gyiremente. r 5u jest to IRFU, review. SEWER PERMIT M OCC.LO FLOOR LOAD HEIGHT _` NO STORIES ---� AREA ) I "D NO.BEDROOMS VALUE _ J IiUILDINd DEPARTMENTT�J SET BACKS FRONT.eec REAR 1)la;iS LEFT SIDE RIGHT SIDE Permit L515*50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING .__ REGULATIONS AND ALI APPLICABLE CODES AND ORGINANCES. AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE —" WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCEOF THIS PERMIT DOES NUT W41VE Pl.Ck.Fria RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRF_NT CITY BUSINESS – TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING ANT)HEALING. State Tax 20.62 SDC - LI K L_.. y:c�,L r 'x• F- Total 1 U71.1,d A AN ORAG N7 - - - PDC# C Prepd. Bal.Due 1 Receipt No, ADDRESS PHONE Issued 9y _ _.__�--Approved By---- ..._....�iry....i\.� �+IIL,. Y . ,•rte. ..._ ., .e.. .1. _+r..."aWy.v.:.+aw_rw+W JJ Liida�..w• •waLL:3i.ba.:nYY.'r.:....../_wt.Lw0._r.vu6..... •S�'. IN ff DATE INSP TYPE INSPECTION REMARKS PLUMBING DATE rontractor Permit No Rough-in Fixture Final HEATING Contractor Permit No. Gas orOil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage iRah i Drain)Final Sidewalk Curb&Street Fina! Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY Landscaping :-,ning Find !6� 6477 CITY OF TIGARD 638.4171 w BUILDING PERMIT � � „ �" '7 � ! DATE —I__ TAX MAP %472"k' LOT NO. 1800 _SUBDIVISION OWNER_ NubUC StOrAly0,_Lnc _ JOBADDRESk��$W paclUc id wow________ BUILDER _ STATE REG NO __._____.—EXP.DVE_— BUILDER'S PHONE ARCHITECT -Ned 4alsolp FHOIVE )I?cj-45j-0W.__.___OTHER STRUCTURE NEW REMODEL ADDITION REPAIR MOVE I OTHER DEMOLITION Ll RESIDENCE D COMM EDUCA(ION IND RELIGIOUS ACCESSORY GARAGE OTiiER FENCE OCCUPANCY 1�_LAND USE ZONE CV BLDG TYPE FIRE ZONE_ _PLAN CHECK RY i.i HEAT Construct mini—sturat;e facility, all per approved pl+aus and code Subject to TA'u review. bLi.G. F SEWER PERMIT N OCC LOAD FLOOR LOAD HEIGHT NO STORIES I ARE43olOU NO BEDROOMS VALA3U,330 BUILDING DEPARTMENT ";Vkl I' '�trs 1 SETBACKS FRONT REAR LEFT SIDE _ RIGHT SIDE _ Permit 1,(iiJtt•JG ]THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING 5S52U REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE . Plan Check _ WORK WILL BE DONE IN ACCORDANCE Will H THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Imo' 4�i3�20 --WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES HOT WAIVE Pl.Ck.FlrT _ _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HP%VE CURRENT CITl BUSINESS 'TAX PERMITS SEPARATE PERMITS REOUIRED FOR SEWER.PLUMBING AND HEATING. State Tax 40.32 SDC,— Total2 lUfi.12 M APPLICANT OR AGENT � PDC# Prepd. Receipt Bel.Due ADDRESS - FHONE } _ _ _ Issued By _.____Approved By — ....._,...__.... ..,.c.r.aLr.Y-' - „a.r.e..�......... �,.�.,... ,..... ,,.w..a.rrr.c.: - - a:......_...�.�6........r�..:.: ....:.•�M....,..u...r_•�a.L-.....m_w_....1..., ..�. i i 4 DATE INSP. TYPE INSPECTION REMARKS PLUMBING—�—TRATE Contractor --_ a �dt[t_�s t ��ar. �.�.,.v t• .�'.".y ,�'[- -�� Permit No. `Pv"to� A(_.Z✓ S. Z-Z- .S' L✓ Rough-in Fixture LC, esr�i Q�C Final ---- 2Z � HEATING , Cor tractor L2 �� Q/r Pormit No /1'f2�,�- /t.� Gas or OII z r"" �(l.��/7�i?- Al-S /QO Rough-In - — - si s J / Final 'T- ? . , r / SEWER -- --- 7-�• ? s y� Final DRIVEWAY Final (� Storm Drainage (Rain Drain)Final Sidewalk Curb R Street Final — ----- -__^� — Approach - --- RI_DG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY ---- - Land,caping -� (Zoning Final 11 w w w w a w w alr i"W--APWJ 64 78 CITY OF TIGARD 639.4171 7 DAtI' BUILDING PERMIT r. � � � .]-- S1-2C8 lEfsll) TAX MAP.,!31 -LOTNO. _ _SUBDIVISION eubric Storage, Inc* JOB _ 13�t73 SW ;Yg�ffiC lliLltWii� OWNER. _ Y- BUILDER _ _______.___ _ ___ STATE REG.NO EXP.DATE BUILDER'S PHONE -_ 206-172-5072 ARCHITECT N%d 8f180l __.-___- PHONEl;0k--kl !43W OTHFR STRUCTURE XJ NFW f REMODEL _ ADDITIONCl REPAIR C' MOVE OTHER DEMOLITION I ' RESIDENCE XX I COMM EDUCATION IND ❑ RELIGIOUS ' . ACCESSORY I GARAGE 1 OTHFR FENCE OCCUPANCY L-2 LAND USE ZONE GL BLDG T'i PE FIRE:ZONE. PLAN CHECK BY 1_41 HEAT 7unjitruet f —t arage facility, dll per approved plans alid code requirelnrsrts. !�u ,sect t4 TRYD review. SEWERPERMITM OCC.LOAD FLOOR LOAD HEIGHT f r NO.STORIES 1 AREA�32*MSNO.BEDROOMS VALU165 s 10U BUILDING DEPARTMENT sun SET BACKS FRONT REA LEFT SIDE RIGHT SIDE Permit __S95 50 _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING ' REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY ACREEri THAT THE Plan Check 381.08 WORK WILL. BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 1��tI(I�1 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI,L�1c.Flre 2388260 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State tax _ 23.81 Total 1 2 14♦bU SDC- 4PPLICANT O AO +� ^- t` • r .1 �,, L._. __-- PDCN p - -- re ',: Receipt NQ-,0a y ADDRESS PHONE---- --- - - Bel.Due _ _ _ -" Issued By Approved By _ _— .,r�..r_L: - -a7Wus..:.�..r ..„y,v..h..«... . . ...,�.,.r..,...._.r....r..' - ..4rr' t W ■JW t WKt t WJW IR� [/�DATE � INSP. pTYPE INSPECTI DN REMARKS w PLUMBING DATE =�C Gontraclor ^ O Permit No. Rough-in "ie - Fixture — --— — — -- /41 ��- L Lr� Q Final ----- "'� HEATING -- C3-•�_.-__--_(�,_ Contractor Permit No. — _--___-- Gas or 011 —_ Rough-in — Final — — _ SEWER Final DRIVEWAY ---^� __ -- ---- --- — -- Final -- Storrs Drainage (Rain Drain)Final Sidewalk -- Curb&Street Final — _ Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final^ — CERTFICATEOCCUPANCY Landscaping Zoning Final C'• YOF TIOARD No. 'A24 13125 S.W. HALL BLVD. P.O BOX 23397 DatB�;�.1Y1..LL i TIGARD, OR 97223 Name Address Lot BlocklMap Subdivision/Address Permit M's Bldg.r- .dumb Cash Check Sewer j• ,., Other - Othe► Rec. By i Acct. No. Description Amount i 10432 _Bulldin9 Permit Fees 10.431.800 Plumbing Permit Fees 10-431-801 Mechanical Permit Fees j 10-230.501 State Bldg. Tax 10-43_3 Plans Check Fee_ 30.443 Sever Connection 30-444 Sewer Inspection 51.448 Street Syst. Dev. Char e 52-449-810 Parks I Syst. Dev. Charge 52-449-820_ Parks II Syst. Dev. Charge _ 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax _ 10.434 _ Alarm Permit 10.227 Ball __ t'i-455• Fines - TrafficlMlsdlParking __ 10430 _ CPTA TrafficlMisdlVic. Asst. _ 10.458 Indigent Defense 30-122 401 Sewer Service/USA 30.122.402 Sewer Service/City 30% _ 30-123 Sewer SevicelCity Malnt. 30.125! Unmatched _ 31.124 Storm Drainage 40.47 Bancroft Prin. Pymt. _ 40-471 ancro t Int. Pymt. A /-111 ' d DEPT. pt Wiwi MWX WX W W WW 1MW � STATE OF OREGON INTEROFFICE MEMO To: Gary Inlees DATE March 10, 1987 Utilities Pet.�urv'�or FROM Lee Gunderson .•"�� Assistant District Maintenance Supervisor sueJECT:Road Approach Permit #29902 Pacific Highway West Public Storage Company This letter shall serve as an amendment to Special Provision Nu. 4 of the Subject permit. Applicant shall install G-2 inlet at Station 125+70 and 12 inch concrete storm pipe from Station 125+70 to existina inlet at Station 12'2+24. LG:cls CIVII WA K E ry PLAN, .NG SURVEYING WAAssociates ince 11080 S.W. Allen Blvd., Suite 100/Beaverton, Oregon 97005/(503) 643-9410 FROM: Milke `Jierima, P.E. TO: Brad Roast CITY OF TIGARD FILE 64109 P.O. Box 23397 DATE March 9, 1987 i .gard, Oregon 97223 SUBJECT PUBLIC STORAGE ENCLOSED HEREWITH ARC PRcLIMINARY MAP __—_ ___� TENTATIVE MAP FINAL MAP OR PLAT _— CONSTRUCTION ESTIMATE CONSTRUCTION PLANS __ SPECIFICATIONS CUT SHEETS FOR:____ GRADING PLAN Enclosed are two_L2rints of the revised construction plans which show storm drainage from the northerly portion of the site connecting into the existing system to the north at the Park St. intersectio,► instead of the system in front of Pietro's parcel. These plans have been submitted _OZ_Ln ordgr..to obtain an amendment to the permit that has already been issued. Also enclosed is a draitlage analysis which addresses concerns that have been raised. regarding �xistinJt �o_�, __eam gVf.em_ca2acities as well as adequate detention volumes. Should vo ave atlY-sip�-4i�ne,-Tease call. � ___ YOURS VERY TRULY WAKER ASSOCIATES,INCORPORATED WHITE TO CLIENT YELLOW TO JOB FILE PINK TO TRANSMITTAL FILE A< M r1 t ® 17 PUBLIC STORAGE - TIGARD, OREGON DRAINAGE ANALYSIS By Gary G. Bliss, P.E. WAKER ASSOCIATES, INC. March 5, 1987 PRO", OH otl n 1Y 17, .0 5 qY G. BL�� DISCUSSION: A hydrology and hydraulic analysis of the project site and known contributing drainage area was made in late 1986. The analysis, supporting data and the design of the site drainage system were prepared and submitted to the City of 1gard and Oregon Depart- ment of Transportation (ODOT) for their approval. We were informed verbally by the City of their acceptance of our analysis and design, and receiv^d approval and a construc- tion permit from ODOT. Subsequent to the above-referenced approvals, upon attempting to secure building per- mits, this office was informed that a person having interest in an ad pining property was questioning our design. Several attempts were made to detormine the nature of the individual's question(s) and background data regarding the drainage situation. No concrete evidence was brought forth. Exhaustive efforts were made to locate information from the City of Ti;ard, Washington County and legal records. No new information was available. In fact, there was a complete lack of information regarding how the local area was drained. Three additional field inspections were made and water soluable dyes were used in an attempt to determine the drainage pattern of the area. Finallv, on March 4, 1987, we were satisfied that we had dis overed the contributing drainage area and some idea of the underground storm drain pipe systems. The attached calculations and map illus- trate the area of contribution, land uses, storm runoff, volumes and peak runoff rates, available detention facilities, net release rates and an estimated hydraulic grade line for the existing storm drain system traversing through the southeast corner of the project site. The analysis was perrormed utilizing current Washington County design standards, accepted engineering design practices and the following list of references: 1. "Washington County Uniform Road Improvement Design Standards". Chapter 11, 220 - 220.4 2. "Kings Handbook of Hydraulics" - 5th Edition 3. The University of Missouri Bulletin - Engineerinp, Series Bulletin No. 41, 1958, 4. The Institute of Transportation 'Traffic Engineering - University of California 1965. CONC LUSION: 1. The existing 60" (195 LF) detention pipe provides adequate storage volume to detain a flow volume that will prevent the discharge rate from exceeding the capa::lty of the existing downstream storm drain within Hig'1way 99E. 2. The existing detention pipe provides for adequate storage volume for the entire southerly portion of the project site as well as a portion of the northern area of the site. (20Q TiZ tf) UTI 11 - 7 55 A. v.2o,. c u , � -1 �/i��t� ►-;��E.r J -- (,U. �`� lu�,�'tc t ry S 12 i 0,40 - o,-70 Cv m m. - 1,O i1�c . Q, l - :z:I ACES, _ �,lo �,� . � cU• � �,� 1. 45 0; 2 2 CK -- �� (o oo i wt l:o+-,C.a,t c. L. 5 ,4,v 1 off---L �� J�i✓� i 1.3 C�%1%0%16AAJ2-Pt- (�Y ACS�9 r r t 3 z.4 GTLA u QE LEASE fs;n i t!r_ err �'7 no• Oii t t zit T� oo (iG.) tl �TORA b.F= l, Q TH*3 �;K �v�t?pow ?vgL.,C- - ✓tU2 L�`t t7 5 comk(",x-Q... p,--r?-ate., A 00%AAvK2vC\ AL- V60. 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S ��• C�.L. @. i71 wt �t ►� . �+ . � 1 C 1,)•1 S t j Q.r L,.. 1 $ , $ "" VL K1J 4y Ike,) — Ria -4`�,� ►-ice Also 45SuvuL- u,<�, . � , I ,l� � 6elvv..� M , 421M 0,4b` �-7 NNN hSR - S'. - . 187 t TDE T E n rvrn i t J L I)TGA:.A(,L TO z� tier v`?S 7 ryl - 15, S x 2, k ( �� : 209 z 15,5 +24,5 X Cq --.23 Iu-rr�L � `rov rx (-A Zord L H40 = �.8�5 u. C�S.G Q ss -- o,;A,'IL, 64 Oc)1vt PL C--I'le- It Lao cu , �' XL� SS Sf-r�ra.�E' C7�ovI��cl - V 1SL N-4 V C:a e �OvKf OFF SI i�; L A*v %L- '�-- �n s� =�z,z 1 a L = O-�Z2 .11,5,' .3 4c. 3 .'.44� V1 ,E��s oTr Tl CAA CLAA nod �i 'L p2 /,v 1 �vLD US �a0.; I 1,00 4A ��< <v.i•.�.J — 1,t� L) VIZ , 7- 730 . 6 _I - TAY = C_ LN� ��b,ke,, cam ., ► �� ( QArO%t�� i , q t �,..,2A �.�� s c 1A.v �. 2 44 1p i -� ��_� � � �� - � �� )��•$�) = gyp, l� T11 ,J 97 4, p r ,�.,y e = 3.22 a. ,4-�� - - „ �a wwn Z y 1+ p Zv T ■r W fm W 1W (YOONNELL, RAMIs, EL.LIE= & CREW MARK P. O'DONNELL ATTORNEYS AT LAV/ CANSY OFFICE TIMOTHY V. RAMIE 181 N.GRANT, SuiTE 202 KENNETH M. ELLIOTT BALLOW 8r WRIGHT BUILDING CANBY.OREGON 97013 STEPHEN F. CREW 1727 N.W, HOYT STAEFT (503) 288.1149 CHARLESE. CORRIGAN• PORTLAND OREGON 97209 JOSEPH M' SULLIVAN' (593) 222-'.,11ADMINISTRATIVE ASSISTANT KENNETH H. FOX —_ MARGARET C. HAND SUSAN I. BOYD PLEASE REPLY TO POi'r0,4D OFF 1c[ SHARON L. WILLIAMS JEFF BACHRACH STEFANY WATSON MARK D. WHITLOW MICHAEL REDDEN OF COUNSEL +ALSO ADMITTED TO PRACTICE IN STATE OF WASHINGTON January 29, 1987 Mr. Brad Roast Building Official City of Tigaid P . 0. Box 23397 Tigard, OR 97223 Re: Wahl/Rembold easement Dear Brad: In follow-up to our telephone conversation of January 28 , 1987 , I am writing to confirm our analysis of the issues you raised concerning the application for a building pernit for construction on the above- referenced easement . After having reviewed the easement , it is our opinion that it cannot be built upon without the permission Of the easement owner . The owner of the easement has "all rights of ingress and egress necessary for the . . . use , enjoyment , operation and maintenance of the easement . . . and all rights acid privileges Incident thereto . " The Agreement for. Easement reserved to the property owners the right to use the easement for the drainage of their remaining property. In that the property owners reserved this specific right , it may be presumed that other rights not so specifically reserved were transferred to the easement owner . It is our recommendation that the city not issue a building permit: for construction on this easement without the prior written a.id recorded consent of the easement owner. Please let me know if you have any further questions on this matter . Very truly yours , O 'A N LL, RAMIS,' E LIOTT & CREW rharles 8. Corrigan CEC, :dd mr e w Wmff f o 13125 S.W. HALL BLVD. „ P.O. BOX 23397 CITY OF T167ARD TIGARD, OR 97223 (503) 639-4171 OREGON Chuck Corrigan, City Attorney's Office TO: --- FROM: Itrad .'oast, I1juilding, Offici,! i MESSAGE.yicase review the attached easentent record for restrictions ior lack of) on _ c ,J,,,uLl no a L)eManciil; 1)uildin ofer ,the easement. Lhe cit4 's liability in. -- -,- -� �_--- --•---- -__ I - 1�ct..a Y. '_ue a building Permit Lor the proposed construction, or T.gsuins a, uermitlitotE�. Lhe holder of the easement hits voiced an abjection _ to the proposed building over the casement.) — SIGNED_.__ '- --mac'- -__�.�_.__ nATE�_f_L�___ 137 REPLY---- - --- - -- - - - -- --- SIGNED -- — ---- ----- - ----- ------.. ---- ._.. DATE - PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS, FILE COPY 1� CI`T'Y Off`-TUFA RD January 16,' 1987 ORECY"ON 25 Veors of wVice 1461-1986 Waker b Associates 11080 SW Allen B1vd. ,11100 Beaverton OR 97005 attn: David Bantz re: Public Storage,13473 SW Pacific '.li ;hway Dear Mr. Bantz: It has been determned by our department that Building A on your plans submitted for permiis proposed to be built over a 60" storm sewer line. An Agreemeat for Basemen' docmiment #85005073 states that this line cannot be obstructed or aovere.d by a structure. This matter must be resolved before a building permit can be is:aued by this department. Also, we still have no proof of easement from the property owners on the north side of the property for storm sewer drainage through their lots. Please contact me at your earliest convenience on this matter. Sincerely yours Thomas I . Plescher Building Inspector TLP/jdo cc: Randy Clarno, Engineering Services Manager, City of Tigard J.'B. Bi.shop,3604 SE Oak, Portland OR 97214 Harry Wahl, 4615 NW Neskowin Ave. , Portland OR 97229 ante: J.B. Bishop requested on 1-20-87 that a copy be sent to: Robert Lindsay Macarthur 3853 SW Scholls Ferry Rd. Portland OR 97221. 13125 SW Will Bivd�PA,Box 23397,Tigard,Oregon 972::'3 (503)639-4171 ----------— 1HRIM BURR SIR[ PHIMIS MIRM 1 OEM P.O. BOX 127 0 TUALATIN, OREGON 17062 • PHONE 602-2601 PUBLIC STORAGE, INC. - BLDG. A January 9, 1987 Suite 1.00 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 20419- 2 253C -345-000 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC ), Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Cede (UFC ) , and other local ordinances and regulations. Install NO PARKING signs on 20-foot emergen,,:y vehicle access lane on the northeast side of Pietros Pizza. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. Two--hour fire resistive wall shall be constructed as indicated on City of Tigard corrected plans (detail F/7) . One-hour return bend shall extend out both sides from the two-hour wall. This structure (or tenant space ) has not received final inspection and is NOT approved for occupancy. Submitted plans are approved for construction subject to the above noted items being addressed. Sincerely, 1 - --v1 /u Gere Birc i Fire Prevention Bureau PRUME NMI P.O. BOX 127 • TUALATIN, OREGOV 17062 • PI/ONE 682.2601 PUBLIC STORAGE, INC. -- BLDG. 8 January 9, 1987 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 20420— 2 253C —346-063 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ) , and other local ordinances and regulaticns. Approval of submitted plans is not an approval of omissions or oversights by this office or of non--compliance With any applicable regulations of local government. This structure (or tenant space ) has not received final inspection and is NOT approved for occupancy. Submitted plans are approved for construction subject to the above noted items being addressed. Sincerely Gene Birchill Fire Prevention Bureau M W1 WAWA e t IS Roams AM 0 1MV111 HUI Rt PREME MERV 1 P.O. BOX 177 • TUALATIN, OREGON 97062 0 PHONE 682.2601 PUBLIC STORAGE, INC. — BLDG. C January 9, 1987 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 C04�1— 253C —347-000 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UDC ), Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of non—compliance with any applicable regulations of local government. This structure (or tenant space ) has not received final inspection arid is NOT approved for occupancy. Submitted plans are approved for construction subject to the above noted items being addressed. Sincerely, -jGe a Birr_hi1 Fire Prevention Bureau MUM HUI Mt PHIRIM MINE 1 P.O. BOX 127 • TUALATIN, OREGON 17062 0 PHONE 682.2601 PUBL IC STORAGE, INC. — BLDG. D January 9, 1987 Suite 100 1iu90 S. W. Allen Blvd. Beaverton, Oregon 97005 20422— 2 253C —348-000 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life Saf'aty Plan Review and is based on the 1985 editions of the Fire and Life Safety Coder (UBC ), Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. Approval aF submitted plans is not an approval of omissions or oversights by this office or of non—compliance with any applicable regulations of local government. This structure (or tenant space ) has not received final inspection and is NOT approved for occupancy. Submitted plans are approved for construction subject to the above rioted items being addressed. Sincerely, ene Vl chill Fire Prevention Bureau 1 � , IddHM HUI P.O. BOX 127 • TUALATIN. OREGON 17062 • PHONE 612-2601 PUBLIC STORAGE, INC, — BLDG. E January 9, 1987 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 20423— 2 253C —349--000 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fi-;•e and Life Safety Plan Review and is Lased to the 1985 editions of the Fire and Life Safety Code (UDC ), "Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code 'UFC ) , and ether local ordinances and regulations. Approvai of submitted plans is not an approval of omissions or over-,ights by this office or of non—compliance with any applicAble regulations of local government. This structu-, ,e (or tenant space ) has not received final inspection and is NOT approved for occupcncy. Submitted plans are approved for construction sUbject to the above noted items being addressed. Sincerely, Gene Birchill Fire Prevention Bureau ■ MR11H BURR HK PURIM MMIN P.O. BOX 127 • oVALATIN, OREGON 97062 • PHONE 682-2601 PUBLIC STORAGE, INC. — BLDG. F January 9, 1987 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 20424— 2 253C —350-000 Insp. Type RAF Gear Waker Associates, Inc. , This is a Fire and Life Safety Paan Review and is based on the 1985 editions of the Fire ane Life Safety Code (UBC ) , Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of non—compliance with any applicable regulations of local government. This structure (or tenant space ) has not received final inspection and is NOT approved for occupancy. Submitted plans are approved for construction subject to the eabove noted items being addressed. Sincerely, Gene Birchill Fire Prevention Bureau �'�'� IUfl �fl110 HUI Rt HUME U P.O. BOX 127 • TUALATIN. OREGON 17062 • PHONE 682.2601 PUBLIC STORAGE, INC. — BLDG. G January �, 1987 Suite 100 11.080 S. W. Allan Blvd. Beaverton, Oregon 97005 20425— 2 253C --351-0130 Insp. Type RAF Gear Waker Associates, Irc. , This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC ), Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ) , and other local ordinances and regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of non—compliance with any applicable regulations of local government. This structure (or tenant space ) has riot received final inspection and is NOT approved for occupancy Submitted plans are approved for construction subject to the above noted items being addressed. Sincerely, Gene Birchill Fire Prevention Bureau t WAKER ASSOCIATES, INC IIOGO S.W. Allen Suite 100 Beaverton, OR 97005 TE'..EPHONE/PERSONAL CONTACT REPORT PROJECT FZ,t�IY �, =T _J08 NOCAI�_ J DESCRIPTION CONTACTED BY _ TITLE: DATE: c—TIME: I ND I V I DUAL CONTACTED: , , PI :1�6'--c-_,--- TITLE:` AGENCY/DISTRICT/FIRM: C��.-.�� T�-a,�_ ADDRESS: J' _ PHONE: ) REGARDING:_ '. SUMMARY OF CONVERSATION: _._...------- �c'�'•`.� I _,'�i � l A Yom, � � '_� THINGS TO DO:S. ItY, CC: 11 illi� Mill III' IDflIflIID RIJ �fl [ Rt PRUMM NMIH P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 PUBLIC STORAGE, INC. — BLDG. A . acember 9, 1986 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 20419— :( 253C —345-000 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC ), Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. Provide a parapet with the same degree of fire resistance as the wall upon which it is erected. The height of the parapet shall not be less than 30 inches. UBC 1709( b ) Install NO PARKING signs on 20—foot emergency vehicle access, lane on the northeast side of Pietros Pizza. Fire T•etardant roof is required over the entire building UBC Sec. 32021(b ) Parap?t wall is require, along the entire south wall of this structure (UBC Sec. 1709) Openings are not permitted in this wall. (UBC Tbl. 5—A) Note bedrooms are required to nave windows or other emer— gency egress provisions (UBC Sec. 1204) Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2—A: 10—B: C shall be provided for each 1, 500 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet UFC Standard 10-1 Fire extinguishers will only be required in corridors and the manager 's apartment. w �� ww wwww tw w yM 4 " HINIH URR HE HUME EMU P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 Revise water li-ie and hydrant locations on Sheet C-2 and re-1,ubmi t. 1006 Construction elements of walls facing and within 20 feet of property line (assumed or real ) shall be of not less than one hour fire resistive construction. Re—design detailing, give testing agency listing number for design used. t'B C Table 5—A Submitted plans are not approved for construction Plans must be revised and resubmitted for review and must indicate compliance with the above noted items. Approval of submitted plans is not an appruvai of omissions or oversights by this office or of non—compliance with any applicable regulations of local government. If you desire a cenfercnce regarding this plan review or if you have questions, please feel free to contact me at (503) 682-2601 Sincerely, Gene BiTchill Fire Prevention Bureau MF260 OCCUPANCY FILE LIST DEC 10, 19136 10: 44: 27 TUALATIN RURAL FIRE DISTRICT Page 1 KEY SCREEN 1. Name i P1113LJC STORHCE, INC. •- BLUG. A Zane--Occ #: 25,3C --345-000 D. Special Sortl: 3. Address 1347:3 SW PACIFIC HW TI 6. Special Sort2: 4. Category 7. Special Sort3: BA`.iIC SCREEN 1. Occ Phone 16. Census Tract: 319. 62 r. Monager 17. Code Edition: 1985 3. Phone 18. Bldg Value $ 116, 600 4. M:�il -- Apt#: 19. Content Val $0 5. At;dress 20. Other Value $0 6 Ctu, St, Zp : 21. I50 Class 3 7. Bl.dq Owner Waker Associates, Inc . 22. UBC Occ1/ft. 22 B--2/ 5100 (3 Phone 643-9410 23. Fire Alrm Sy: 9. ;quite--Apt: Suite 100 24. Alarm Syst #: 10. Address : 11080 S. W. Alley) Blvd. 25. Prop in Use N 11 Ctu, St, Zp : Beaverton, Oregon 97005 26. Date Built 0 -01/01/87 1.12. L:mrq Cantct: P7. Date Remodel : 13 Emerp Phone: P8. Ground Area 7, 200 14. Ins 'Type/Mo: 1NF / 1r 15 901 Occ Use: 091 Geneval warehouse FIRE PROT( CTION SCREEN 1 Alarm Shutoff Lo,.:ation 2 Power Shutoff Location 3 Water Shutoff Location WATER ME:1ER SOUTH SIDE MAIN ENTRANCE A. Natural Gas Shutoff Location: S FDC Loration 6 Sprinkler Conl,rol Location 7. Stand Pipe Location H. Attic A4Cess L_ac.atian ' 9 Special HazaT,d Type Code 10 Special Hazard Type 11 Special Hazard Lncatiu„ 12. Wa ':er Source Location 13, Stjirway/Vert Shaft; Prot Y/N: CONSTRUCTION SCREEN 1 Const type 50 V•-N 16. N Prop Line 13 /20 ASSUMED PROPERTY LINE r? 11. WaII Prot 1() 1 HR WALL OPENINGS PF,7MITTE 3. Ba5mt; Area 0 10. S Prop Line 0 /10 PROPERTY LINE 4 Total P,T•ea 7, x'00 19. Wall Prat. 12 1 HOUR WAI-L NO OPENINGS PER 5. # Stories 1 20, E Prop Line 90 /30 CENTERLINE OF STREET 6. Height-- ft 1`i 21 . Wall Prat; 00 Nl WALL PROTECTION 7. Inter Colmn: 11 WD POS1" 22. W Prop Line 22 /10 PROPERTY LINE 0. Roof Const 10 WD JOIST 23. Wall Prot 00 NO WALL PROTECTION 9 Raaf Cover 30 ORD WD UNK.N 24. Area Wal : NONE= 10 Roof Area 7, 300 25. Area Wal : 11 . UDC Occ`/ft 7F? R -3 /1500 26. Area Wal : 12 UBC Ocr3/ft / 27. Plan Loc : 93. 1 13. UBC' Occ4/ft: / 214. Misr 14 Auto SE' Use: i 15. Auto FA Use: MRM Rflft HU HUME NPRIV P.O. BOX 127 • TUALATIN, OREGON 97062 s PHONE 682.2601 PUBLIC STORAGE, INC. — BLDG. B December 9, 1986 suite 100 1. 1080 S W. Allen Blvd. Beaverton, Oregon 97005 20420-- 1 253C --'?46--00G Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life Safety Plan Review and is based on the 1965 editions of the Fire and Life Safety Code (UBC), Mechanical. Fire and Life baFety Cede (UMC ) , Uniform Fire Code (UFC ) , and other local ordinances and regulations. Provide a parapet with the same degree of fire resistance as the wall upon which it is erected. The height of the parapet shall not be less than 30 inches. UDC 1709(b ) Exit dOOT'S shall be equipped with simple knowledge hardware. Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2--A: 1.0--D: C shall be provided for each 1, 500 Square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 1.0-1 Fire extinguishers will only be required in corridors and the manager 's apartment. Construction elements of walls facing and within 20 feet of property line (assumed or real ) Shall be of nct less than one—hour fire resistive construction. Re—design details, give testing agency listing number for design ►sed. UBC Table 5—A Submitted plans are not approved for construction. Plans must be revised and resubmitted for review and must indicate compliance with the above noted items. Approval of submitted plans is not an approval of omissions or oversights by this office or of nori—compliance with any applicable regulations of local government. ' 1UfllflllCi HUI HE PRIME MIRM 41 P 0 BOX 127 • TUALATIN. OREGON 17062 • PHONE 612.2601 op If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682-2601 . Sincerely, Gene Birchill Fire Prevention Bureau OCCUPANCY FILE LIST DEC 10, 1986 10: 44: 27 ' UALATIN RURAL FIRE DISTRICT Page 2 KEY SCREEN 1. Name PUBLIC STORAGE, INC. -- BLDG. B one--Ucc #: 2;y'3C --346-000 5. Special Sortl : :3. Address 1347;1 SW PACHW Tl 6. Special Sort2: /. Special Sort3: 4 Category BASIC SCRELN 1 Oc_c Phone 16. Census Tract: 319. 62 ;? M<anager . 17. Gude Edition: 1985 3. Phone ]O. Bldg Value $51, 000 4 Mail - Apt#: 1.9. Consent Val $0 `i Address 20. Other ValVe $0 f� Cty 9t Zp : 21. ISO Class 3 7. Bldg Owner Wakrr Associates, Inc. 22. ()BC Occl/ft 22 B-2/ Ci100 S Phone 103-9410 23. Fire Alrm Sy: 9. Sui - ry-Apt: Suite 100 24. Alarm Syst #: Prop ao 1O. Address 11(�F3(1 S. W. Allen Blvd. ,- � P in Use N 11 . Cty, St, Zp : Beaverton, Oregon 97005 26. Date Built 8 -01/01/87 1�" EIIIT q COntCt: 27. Date Remodel : 13 EmeT•g Phone. PRC Grour+d Area 3, 156 14 Ins 'Type/Mo : 15. 901 Orr Use: 371 Gcr+eral warf,h -1 IJ P 1=IF:I PRO1'CC I ]IJI'I SC'RFFFN 1. Alarm ShutoPfi Locatiur: r Pmoer Shutoff Location 3. Water Shutoff Location WA1ER METER SOUTH SIDE: MAIN ENTRANCE 4 Natural Gas ShufoFf Location: 9 FDC Location ''prinklET' Control LOLatiun . Stana i'lnr- 1_n( ratiM' H. Attic Access L_uc.tit i r,r+ Special Hazard Type Uods iu Special Hazard Ty11 11 Special Ha-a,•d LOf_dtiOn 12 W--ater SourcP Location 13. Stairway/V:t?rt tiheft; I-'a•ut Y/N: CIJNSTF'Uc.T 1 ON 5CRE:.EN 1. Const Type 50 V-N lE,. N PT•op Line (> / 1l7 PLt0tER'1Y LINE 17 2. . W,.3 1 1 P I.a t, 1 HOUR WALL_ NO OPEN 1 NGS PER 3 D_15(nt Area (t 1C1. S trop Line 15 /20 ASSUMFP PROPERTY LINE 4. Total Area 3, 1 t)6 19. Wal l Prot 1.,0 1 HR WALT_ OPENINGS PERh!ITTE 5. 4 S'torie's 1. 20. L_ Prop I ince 15 /10 PROPERTY LINE 6. (-]eight-ft 1:, c'_l . Wall Prot 110 1, HR WALL OPENINGS PERMITI 7. Inter Colmn: 11 WD POST 2P. W Prop Line 13 /20 ASSUMED PROPERTY LINE C3 Ruof Const 10 WD JOIST 23. Wall Prot 10 1 HR WALL OPENINGS PERMITTC 9. Roof Cover :Io ORD WD ONKN 24. Area Wal : NONF 10. Roof Area 31 156 15. Area Wal : 11 UDC OccG/ft: / M16. Area Wal : 11. UBC Qcc3/ft: / 27. Plan Loc : 93. 1 13. UBC Oc-c.4/ft: / 28. Misc 14 Auto SP Use: 15. Auto 1=A Use: Ills Ilo ra �w � rw wr w 1� MHM RNK Rt PHIME MERV P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 687-2601 PUBLIC STORAGE, INC. - BLDG. C December 9, 1986 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 204?1- 1 253C -347-000 Insp. Type RAF Dear Waker Associates, Tnc. , This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ), and other local ordinances &nd regulations. Construction elements of walls facing and within 20 feet of property line (assumed or real ) shall. be of not less than ane-hour fire resistive construction. Re-design details, give testing agency liiyting number for design used. UDC Table 5-A Submitted plans are not approved for- construction. Plans must be revised and resubmitted for review and must indicate compliance with the above noted items. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feelfree to contact me at (503) 682-2601. Sincerely, Gene Birc illi Fire P-tivention Bureau — i+24 R MF 260 OCCUPANCY FILE LIST DEC 10, 1986 10: 44: 27 TUALATIN RURAL FTRF [3TS1R1G'i Page 3 KEY SCREEN 1 Name PUBLIC STORAGE, INC. - BLDG. C Zane-Occ #: 253C --347--000 5. Spacial Sortl : 3 Address 13473 SW PACIFIC HW TI 6. Special Sort2: 4 Category 7. Special Sort3: BASIC SCREEN 1. Oc_c Phone 16. Census Tract: 319. 62 2. Manager 17. Cade Edition: 1995 3. Phone 18. Illdg Value $87, 500 4. Mail, -• Apt#: 19. Content Val $0 5. Address 20. rather Value $0 6. Ctq' St, Zp : 21. ISO Class 3 7. Bldg Owner Waker Associates, Inc . 22. UBC Occl/ft 22 B-2/ 5100 8. Phone 643-•9410 23. Fire Alrm Sy: 9. Suite-Apt: Suite .100 24. Alarm Syst #: 10. Address : 11080 S. W. Allen Blvd. 25. Prop in Use N 11. Cty, St, Zp: Beaverton, Oregon 97005 26. Date Built 8 --01/01/87 12. Emrg Contc.. t: 27. Date Remodel : 13. Emerg Phone: 28. Ground Area 5, 400 14 Ins Type/Mo: INF / ]� 15. 901 Oct Use. 091 General warehouse FIRE PROTECTION SCREEN 1. Alarm Shutoff Location P. Power Shutoff Location 3. Water ShutofP Location WATER FIElER SOUTH SIDE MAIN ENTRANCE 4 Natural Gas Shutoff Location: 5. FDC Location 6. Sprinkler Control Location 7. Stand Pipe Location 8. Fttic Accoss L.ocstion 9 Special Hazard Type Code 10. Special Hazard Type 11 . Special Hazard Location 1C'' Water Source Location 13 Stairway/Vert: Shaft; Prot Y/N- CONS TRUCT I ON SCREEN 1 . Const Type 50 V--N IES. N Prop Line 15 /20 ASSUMED PROPERTY LINE 2. 17. Wall Prat 10 l I1E7 WALL OPENINGS PFRMITTE 3. Basmt Area 0 1B. S Prop Line 24 /10 PROPFRTY LINE 4 Total Area 511100 19. Wall Prot 00 NO WALL PROTECTION 5. # Stories l 20. E Prop Line 24 /10 PROPERTY LINE 6 Height-ft 1`) 21 . Wall Prot 00 NO WALL. PROTECTION 7 Inter Colmn: 11 WD POST 22. W Prop Line 12 /20 ASSUMED PROPERTY LINE 8 Roof Const; 1.0 WD JOIST 23. Wall Prot 10 1 HR WALL OPENINGS PERMITTE 9. Roof Cover 30 OECD WD UNKN 24. Area Wal : NONE 10. Roof Area 5, 400 25. Ai-ea Wal : 11 . UBC Occ-/ft: / 26. Area Wal : 12 UBC Occ3/ft: / 27. Plan Lot : 93. 1 13 UDC Occ4/ft: / 28. Misc 14. Auto SP Use: 15 Auto FA Use: IRIN KIWI 1URN HUI Rt PH ,/ ii 1P P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 602-2601 PUBLIC STORAGE, INC. - BLDG. D December 9, 1986 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 20422- 1 253C --348-000 Insp. Type RAF Gear Waker Associates, Inc. , This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UDC ) , Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. Provide detailed drawings of one-hour return bend construc- tion. This detail. should include ventilation requirements as per UBC Chapter 32. Specify one-hour protection design number for structural. elements. Construction elements of lualls facing and within 20 feet of }property line (assumed or real ) shall be of not less than one-hour fire resistive constructiin. Re-design details, give testing agency listing number for design used. UBC Table 5-A Submitted plans are not approved for construction. Plans must be revised and resubmitted for review and must indicate compliance with the above rioted items. Approval of submitted plans is not an approval of omissions or oversights by this office ur of non-compliance with any applicable regulations of lural government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at ( 503) 682-21601 Sincerely, 1„ Gene B-.rchil. l Fire Prevention Bureau MF260 OCCUPANCY FILE LIST DEC 10, 1986 10: 44: 27 TUALATIN RURAL FIRE DISTRICT Page 4 KEY SCREEN 1 . Name PUBLIC S'1ORAGE, INC. --- BLDG. D 3. Zone-Occ #: 253C -348-000 a. Special Sortl : 3. Address 13473 SW PACIFIC HW TI 6. Special Sort2: 4. Category 7. Special .S,ort3: BA.ilC SCREEN 1 Oc(- Phone i 16. Census Tract: 319. 62 2. Manager 17. Code Edition: 1985 3. Phone 10. Bldg Value $ 151, 000 4. Mail - Apt#: 19. Content Val $0 5. Address . 20. Other Value $0 6. Cty, St, Zp . 21. ISO Class 3 7. Bldg Owner Waker Associates, Inc. 22. UBC Occl/ft 22 B-2/ 5100 8 Phone 643-9410 23. Fire Alrm Sy: 9 Suite-.Apt: Suite 100 2.4. Alarm Syst #: 10. Address 11000 S. W. Allen Blvd. 25. Prop in Use N 11. Cty, St, Zp: Beaverton, Oregon 97005 26. Date Built A -01/01/87 12. Emrg Contct: 27. Date Remodel .- 13. emodel :13. Emerq Phone: 2B. Ground Area 91300 14. Ins Type/M:): 1NF" ! 12 15. 901, Occ Use: 891. General warehouse FIRE PROTECTION SCREEN 1. Alarm ShutoFf Location Power Shutoff Location 3. Water Shutoff Location WAIER MEIER SOUTH SIDE MAIN ENTRANCE 4. Natural. Gas Shutoff Location: 5. FDC Location 6. Sprinkler Control Location 7. Stand Pipe Location 8 Attic Access Location n. Special Hazard Type Code 10. Special Hazard Type 11 . Special Hazard Location 12. Water Source Location 13. Stairwau/Vert Shaft; Prot Y/N: CON3TRUCTION SCREEN I Const Type 50 V--N 16. N Prop Line 15 /10 PROPERTY LINE 2 17. Wall Prot 20 2 HOUR WALL OPENINGS PERMIT 3 Basmt Area O 18. S Prop Line 15 /10 PROPERTY LINE 4. Total Area 91300 19. Wall Prot 20 2 FLOUR WALL OPENINGS PERMIT 5 # Stories 1. 20. E Prop Linr 13 /10 PROPERTY LINE 6 Height-ft 15 2i Wa'. 1 Prot 20 2 HOUR WALL OPENINGS PERMIT 7. Inter Colmn: 11 WD POST ?. W P-,-op Line 12 /10 PROPERTY LINE B. Roof Const 10 WD JOIST' 2:;. Wall Prot 20 2 HOUR WALL. OPENINGS PERMIT 9. Roof Cover 30 ORD WD UNKN 24. ArFa Wal : 2-HR CENIER NORTH TO SOUTH 10 Roof Area 91300 25. Area Wal : 1t . UBC Occ2/ft: / 26. Area Wal : 12 UBC Occ3/ft: ! 27. Plan Loc : 93. 1 13 UBC Occ4/ft: 28. Mist 14. Auto SP Use: 15. Auto FA Use: fit®'' URN LURK Rt PRUHUM M P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 PUBLIC STORAGE, INC. — BLDG. E December 9, 1986 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 2042— 1 253C —349-000 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life Safety Plan Revi,iw and is based on the 1985 editions of the Fire and Life SaFety Code (UDC), Mechanical Fire E.id Life Safety Code (UMC ), Uniform Fire Code (UFC ), and -.ether local ordinances and regulations. Provide a parapet with the same degree of fire resistance as the wall upon which it is erected. The height of the parapet shall not be less than 30 inches. UBC 1709(b ) Provide detailed drawings of one--hour return bend construc— tion. This detail should include ventilation requirements as per UDC Chapter 32. Specify ane—hour' protection design number for structural. elements. Construction elements of walls facing and within 20 feet of property line (assumed or real ) shall be of not less than one—hour fire resistive construction. Re—design details, give testing agency listing number for design used. UBC Table 5•-A Submitted plans are not epproved for construction. Plans must be revised and resubmitted ,dor review and must indicate compliance with the above noted items. Approval of submitted plans is not an approval of omissions or oversights by this office or of non—compliance with any applicable regUlations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682-2601 . Sincerely, Gene Bir hill Fire Prevention Bureau � w MF260 OCCUPANCY FILE LIST � DEC 10, 1986 10: 44: 27 TUALATIN RURAL FIRE DISTRICT Page 5 KEY SCREEN 1 Name PUBLIC STORAGE, INC. - BLDG. E 2. Zone-Occ #: 253C -349-000 5. Spec ) al Sortl: 3. Address 13473 SW PACIFIC HW TI 6. Spec .al Sort2: 4. Category 7. Special Sort3: BASIC SCREEN 1 Occ Phone 16. Census Tract: 319. 62 Manager 17. Code Edition: 1985 ;3 Phone 18. Bldg Value $ 151, 000 4. Mail -- Apt#: 19. Content Val $0 `5. Address 20. Other Value $0 6. Cty, St, Zp : 21. ISO Class 3 7. Bldg Owner Waker Associates, Inc . 22. UDC Occl/Ft 22 D-2/ 5100 8. Phone 643-9410 23. Fire Alrm By: 9 Suite-Apt: Suite 100 24. Alarm Syst #k: 10. Address : 11080 S. W. Allen Blvd. 25. Prop in Use N 11 . Cty, St, Zp. Beaverton, Oregon 97005 26. Date Built 8 -01/01/87 12. Emrg Contct: 27. Date Remodel : 13. Emerg Phone: 28. Ground Area 9, 300 14. Ins Type/Mo: INF J2 15, 901 Occ Use: 8Yl Ge,ieral warehouse FIRE PROTECTION SCREEN 1. Alarm Shutoff Location 2. Power Shutoff Location 3. Water Shutoff Location WATER METER SOUTH SIDE MAIN ENTRANCE 4. IN'atural Gas Shu'„off Location: 5. FOC Location 6. Sprinkler Control Location 7. Stand Pipe Location S. Attic Access Location Y. Special Hazard Type Code E0 Special Hazard Type 11. Special Hazard Location 121. Water Source Location 13 Stairway/Vert Shaft; Prot Y/N: CONSTRUCTION SCREEN 1 Const Type 50 V-N 16. N Prop Line 15 /10 PROPFRTY LINE 2 17. Wall Prat 20 2 HOUR WALE_. OPENINGS PERMIT 3. Basmt Area 0 113. S Prop L.ine 15 /10 PROPERTY LINE 4. Total Area 9111300 i9. Wall Prot 20 2 HOUR WALL OPENINGS PERMIT 5. # Stories 1. 20. F Prop Line 12 /10 PROPERTY LINE 6. Height-ft 15 21. Wall Prot 20 2 HOUR WALL OPENINGS PERMIT 7. Inter Colnn: 11 WD POST 22. W Prop Line 12 /10 PROPE=RTY LXNE S. Roof Const 10 WD JOIST 23. W.jlI Prot 20 2 HOUR WALL OPENINGS PERMIT 9 Roof Cover 30 ORD WD UNKN 24. Area Wal : 2 -HR CFNTER NORTH TO SOUTH 10 Roof Area 91 ,100 25. Area Wal : 11. UBC Occ2/ft ! 26. Area Wal : 12. UBC Ocr_3/ft: / 27. Plan Loc : 93. 1 13. UBC Ocr_4/ft: / 20. Misc 14 Auto SP Use: 15. Auto FA Use: �, � ( MI) IRM W4 IU + INH] LURK HU PHI � QIVI 1it P O BOX 127 a TUALATIN, OREGON 97062 O PHONE 682-2601 PUBLIC STORAGE, INC. - BLDG. F December 9, 1986 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 20424- 1 253C -350-000 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life Safety Plan Review and is based an the 1985 editions of the Fire and Life Safety Code (UHC ) , Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. Provide a parapet with the same degree of fire resistance as the wall upon which it is erected. The height of the parapet shall not be less than 30 inches. UDC 1709(b ) Provide detailed drawings of one-hour return bend construc - cion. This detail should include ventilation requirements as per UBC Chapter 32. Specify one--hour protection design number for structural elements. Not less than one ( 1 ) approved fire extinguisher u►ith rating of not less than 2-A: 10-B: C shall be provided for each 1, 500 square feet of floor area or fraction thereof. 'The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 Fire extinguishers will only be required in corridors and the manager 's apartment. Construction elements of walls facing and within 20 feet of property line (assumed or real ) shall be of not less than one-hour fire resistive construction. Re-des + go details, give testing agency listing number for design used. UBC Table 5-A. Submitted plans are riot approved for construction. Plans must be revised and resubmitted for review and must indicate compliance with the above noted items. f I ►�� 1HRM PUMUIN MINN P.O. BOX 127 • TUALATIN, OREGON 97062 0 PHONE 682-2601 Approval of submitted plans is riot an approval. of omissions or oversights by this office or of non—compliance with any applicable regulations of local government. If you desire a conrerence regarding this plan review or if you have questions, please feel free to contact me at (503) 682-2601. Sincerely, Gene Birchil Fire Prevention Bureau MF260 OCCUPANCY FILE LISI DEC 10, 1986 10: 44: 27 TUALATIN RURAL FIRE DISTRICT Page 6 KEY SCREEN 1 Name PUBLIC STORAGE, INC. -- BLDG. F Znne-Occ #: 253C -350-000 5. Special Sortl: 3 ^ idress 13473 SW PACIFIC HW 1 6. Special Sort2: 4 Categoru 7. Special Sort3: BA51 C SCREEN 1. Occ Phone 16. Census Tract: 319. 62 2. Manager 17. Code Edition: 1985 3. Phone 18. Bldg Value $ 374, 000 4. Mail - Apt#: 19, Content Val $0 5. Address 20. Other Value $0 6. Ctu, St, Zp . 21. 150 Class 3 7. Bldg Owner Waker Associates, Inc. 22. UHC Occl/ft 22 H-2/ 5100 8. Phone 643--9410 23. Fire Alrm Sy: 9. Suite--Ap ; -. Suite 100 24. Alarm Syst #: 10. Address : 11080 S. W. Allen Blvd. 25. Prop in Use N 11. Cty, St, Zp : Beaverton, Oregon 97005 26. Date Built 8 --01/01/87 12'. Emrg Contct. 27. Date Remodel : 13. Emerg Phone: 28. Ground Area 23, 100 14. ins -Type/Mo: INF / 121 .15. 901 Occ Use: 891 General warehouse FIRE PROTFCTION SCREEN 1 Alarm Shu ,off Location r' Power Ehi,toff Location A Water Shutoff Location WATER MEIER SOUTH SIDE MAIN ENTRANCE 4 Natural Gas ShutoFf Location: 5. FDC Loratirn 6. Sprinkler Control Location 7. Stand Pipe Location S. Attic Access Location 9. Special Hazard Tupe Code 10. Special Hazard Type It. Special Hazard Location 12. Water Source Location 13. Stairwau/Vert Shaft; Prot Y/N: CONSTRUCTION SCREEN I . Const Type 50 V--N 16. N Prop Line 15 /10 PROPERTY LINE 17. Wall Prot 10 1 HR WALL OPENINGS PERMITIE 3 Basmt Area O 10. S Prop Lire 14 /20 ASSUMED PROPERTY LINE 4 Total Area 23, 100 19. Wall Prot 10 1 HR WALL OPENINGS PERMITTE 5. # Stories ] 20. E Prop Line 12 /20 ASSUMED PROPERTY LINE 6 Height-ft 15 21. Wall Prot 10 1 HR WALL OPENINGS PE'RMITTE 7. Inter Colmn: 11 WD POST 22. W Prop Line 12 /10 PROPERTY LINE 8. Roof Const 10 WD .JOIST 23. Wall Prot 12 1 HOUR WALL NO OPENINGS PER 9. Roof Cover 30 ORD WD UNKN 24. Area Wal : NDNE 10. Roof Area 23, 100 25. Area Wal : 11. OBC Occr/ft : / 26. Area Wal : 12. UDC Occ3/ft: / 27 Plan Loc : 9:3. 1 13. VBC Occ4/ft: / 28. Misc 14. Auto SP Use: 15, Auto FN Use: 1 HUI [tflRM Rt PRUME MRV P.O. BOX 127 • TUALATIN, OREGON 97062 t PHONE 682.2601 PUBLIC STORAGE, INC. - BLDG. G December 9, 1986 Suite 100 11080 S. W. Allen Blvd. Beaverton, Oregon 97005 20425- 1 2530 -351-000 Insp. Type RAF Dear Waker Associates, Inc. , This is a Fire and Life, Safety Plan Review and is based on the 1985 ?ditions of the Fire and Life Safety Code (U3C ), Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. Provide detailed drawings of one-hour return bend constrl.►c tinn. This detail should include ventilation requirement= as per UBC Chapter 32. Specify one-hour protection design number for structural elements. Exit doors shall be equipped with simple knowledje hardwara. Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2-A: 1C-B: C shall be provided for each 1, 500 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 Fire extinguishers will only be required in corridors and the manager 's apartment. Constriction elements of walls facing and within 20 feet of property line (assumed or real ) shall be of not less than one-hoer fire resistive construction. Re-design details, give testing agency listing nurber for design used. UBC Table 5-A Submitted plans are not approved for construction. Plans must be revised and resubmitted for review and must indicate compliance with the above noted items. 1 � IUfl �fllf � � �URfl � � i �� fl 01� C1100 ERIN P.O. BOX 127 • TUALATIN, OREGON 9702 • PHONE 682-2601 Approval of submitted plans is not an approval cf omissions or oversights by this office or of non—compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682-2601 . Sircerely, :� ,-Jb, Gene Birchill Fire Prevention Bureau MF260 OCCUP,�NCY FILE LIST DEC 10, 1986 10: 44: 27 TUALATIN RURAL FIRS. DISTRICT Page 7 KEY SCREEN 1. Name PUBLIC STORAGE, INC. -- BLDG. G 2. Zone-.Occ #. 253C -351 -000 5. Special Sort1 : 3. Address ].3473 SW PACIFIC HW TI 6. Special Sort2: 4. Category 7. Special Sort3: BASIC SCREEN 1. (]cr Phone 16. Census Tract. 319. 62 2. Manager 17. Code Edition: 1985 3. Phone 18. Bldg Value $ 136, 500 4. Mail - Apt#: 19. Content Val $0 . Address 20. Other Value $0 5 5. Zp : 21. ISO Class 3 Cty, es 7. Bldg Owner Waker Associates, Inc. 22. UDC Occl/ft 22 B-2/ 5100 9. Phone 643-9410 23. Fire Alrm Sy: �. Suite-Apt: Suite 100 24. Alarm Syst #: 10. Address 11080 S. W. AlIen Blvd. 25. Prop in Use N ] I. Ctu, St, Zp : BeaveTton, Oregon 97005 26. Date Built 8 --01 /01/87 1.2. Emrg Contct: 27. Date Remodel : 13. Emerg Phone: VS. Ground Area 11, 550 14. Ins Type/Mo: INF / 1L 15. 901 Orc Use: 891 General warehouse FIRE PROTECTION SCREEN 1 . Alarm Shutoff Location 2. Power Shutoff Location 3. Water Shutoff Location WAIFR METER SOl1TH SIDE MAIN ENTRANCE 4. Natural Gas Shutoff Location: 5. FDC Location 6. Sprinkler Control Location 7. Stand Pipe Location 8. Attic Access Location 9. Special Hazard 'Type Code 10. Special Hazard Type it. Special Hazard Location 1�- Water Source Location 13 Stairway/Vert Shaft; Prot Y/N: CONSTRUCTION SCREEN 1 . Const Type 50 V-N 16. N Prop Line 12 /20 ASSUMED PROPERTY LINE 17. Wall Prot 10 1 HR WALL_ OPENINGS PERMITTE 3. Basmt Area 0 18. S Prop Line 15 /20 ASSUMED PROPERTY LINE 4 Total Area 11, 550 19. Wall Prot 10 1 HR WALL OPENTNG:3 PERMITTE 5. # Stories 1 20. E Prop Line 1.5 /20 ASSUMED PROPERTY LINE 6. Height-ft 15 21 . Wall Prot 10 1 HR WALL OPENINGS PFRMITTF 7. Inter Colmn: 11 WD POST 22. W r'rop Line 20 /10 PROPERTY LINE 8. Roof Const 10 WD JOIST 23 Wall Prot 00 NO WALL PROTECTION IF Roof Cover 30 ORD WD UNKN 24. Area Wal : NONE 10 Roof Area L ] , 550 25. Area Wal : 11 UBC Occ2/ft / 26. Area Wal : 1-'. UBC Occ3/ft. / 27. Plan Loc : 93. 1 13. UDC Or_c4/ft. / 28. Misr_ 14 Auto SP Use: 15 Auto FA Use: � Avftio•J ti-1-83 0955GC . /N�orcM/a!�0.., COFMERCIAL PLN1S CMCTIQM LIST J DATE REr I E11ED / ,P, BUILDING SAFETY DEPARTHENr REVIEWED BY Based on the IM Oregon Structural Specialty and Fi-e # Life Safety Codo DESCRIPTION 60x/57, vLT SN! nyl; 6 y 73 JOB ADDRESS y 7`� OWNER/PERMITTEE LEGAL DESCRIPTION VALUATION 3 - 6y �6 Minimum construction based or. Occ.. Area 6 Nslght is TJ pe � p — bv 77 6 y S Actual construction by design is Type Actual largest area/floor _ Allowable area/floor dc Actual total area Allowable total area &/(r 7,�7e -sro f, ,edlotcupancy Classi ttcation �- 13/d - 3 / 5-6 pia Rp E Occupant Load — — S�'00_ �— Number of stories /9/ / Sr6Ry s�oV,,, Handicap Facilities Z30it Occupancy Separation Ikea cvhFw,�c � - 3/' 0 -- - Area Separation Mall _ — �` S/c/ tl = /iSS(� _ Fin Sprinkler Systaim _ r / n� , ,Q LSO 6 Flood Plain Elevation ti/4—_______ NdJzr 3c1c) /oFv�+E ✓ /(oC' _ /YlNr/40f,[S /Ifs p�F%C� -- -_ — _.._.. Total Distance Yard/Street C/L or P11 "i' . Width of Ya /St Measured to P/L. Street or Right of May E� sea Or M V U/9/e45 Side Exterior Mall Protection 2M_ing_Protection Parapeet__Wall ProLt:Etlons N Hour Constr _ �'t S /�`5,. � S S Moor Constr _� -- E N04 Hour Constr - /vv -- W "w H Hour Constr _ 1Y1 — 1SLy wV Fire Retardant Roof Covering, Sec, 3202(b) i C1vss' — _�_______� J- NOTES: ✓' Indicates Item cooforrs with Code requirements. nob Indicates corrections required to conform with cad• requl,•ements . A►4 IMicates Item is not required by code. _Indicates item is rat applicable to this project . _V_ Indicates note number •a' on Page 6. Ns Indicates Item not Showr umber of exits required-Sec 3303(x) and Table 33-A. Spacing of exits-Sec 3303(c) . _ Distance to exits-Sec 3303(d) . Direction of door swing-Sec 3304(b) . I Door latch mechanisms-Sec 3304(c) . i STAIRWAYS i Stairway width-Sec 3306(b) . Stairway rise b run-Sec 3306(c) . Stairway landing dimensions-Sec 3306(g) . Maximum distance between stairway landings-Sec 3306(1 ) . Handrails : No. b location, height, termination, handgrip dimensions- Sec 330600 . Minimum 6'6" headroom rey'd in stairways-Sec 3306(p) . _ Exte-nor stairway protecticn req'd for bldgs ever two stories-Sec 33060 F _ Exterior stairway construction materials-Sec 3306(n) . Exterior stairway not permitted where protected openings req'd-Sec 3301,( 41 Protect walls b soffits of enclosed usable space under stairs with one- hour fire-resistive construction-Sec 3306(m 6 n) . Stairway to roof in buildings four or more stories-Sec 3306(o) . a Stairway termination at basement-Sec 3306(h) . Guardrail requirements-Sec 1711 . z _ - ;= Ramp requirements-Sec 3307. x Exit signs and illumination-Sec 3314 . Horizontal exit-Sec 3308. _ Exit enclosures in Group I occupancies or other occupancie.� over 2 stori _ Smokeproof enclosure-Sec 3310. Sec 31 Exit courts-Sec 3311 . Exit passageways-Sec 3312 . SPECEX IAL OCCUPANCY IT REQUIREMENTS Group R occupancy sy s eeping room emergency egress-Sec 1204 , A. Aisle requirements-Sec 3315 . LE pacing requireme '.s-Ser 3316. Group A-1-Sec 3317. Group A-2, 2 .1 , 3 6 4- Sec 3318. Group E - Sec. 3.319. Group H - Ser. 3320. Group I - Sec 3321 . ardware required - Sec 3317 , 18, 19 R 21 . _ Group R occupancies , approved products of combustion detectors other tha 2: ohe.tt - Sec 1210. a o NIA Group E or- I occupancies - Sec 811 or 1009 QUj ar � ^ CX Every apartment house containing more than 15 dwelling units 6 every hut, " containin(l 20 or more guest rooms - Seg: 1202(b) , ? NIA All G-oup SR occupancies - Sec 1313. Automatic fire-extinguishinu sprinkler systemSec 38011(b) . til " Class I standpipes Class 1I standpipes Sta,~dpipes required per ,z W Ciass III standpipes _ Sec 3805 A Table 38-A . Standpioes for buildings under construction - Sec 3806 . z`o Sprirkler sys-Fen shall be supervised by an approved central , pro prietei x � or remote station service or a local alarm which will glve an au,lihlr W signal at a constantly attended location - Sec 3803 . Provide portable fire extinguisher-, as per NEPA Standard No 10 :w www w ww �r Building is limited to 2 stories and feet in height as a _ 1 J r Tye _ . _(�� - 7 Occupancy-Sec 507, Table 5D ovz ,n aci The actual values ave __�_itories and _�� feet in height. Ui total building occupant load is N�y (a 0 Or �— ►- W Specific Areas: (c- Assembly, Assembly. conference. classrooms, offices, warehouse, etc. or by floor. PKjc1,2 or 4 hour fire-re,istive area separation wall construction-Sec 505(e) . C1 = Extend wall vertically from foundation to a point 30 inches above the UJ s roof-Sec 05 UJ Exterior wall termination at horizontal projecting elements such as a balconies, roof overhangs , canopies, etc-pec 505(e)2. N W �--Ali openings protected by fire assemblies having a I> or 3-hour OC `Y _rating-Sec 505(e) . LU � L--Openings limited to 25% of wall length in each story-Sec 505(e) . a .Q Z Occupancy separati;ln, vertical , horizontal or both rated at hour fire-resistive corstruction-Sec 503(b,c 6 d) . PROTECTION OF OPENINGS-Sec 503(cl Z: _ pen ngs not 4-hour perm tte n wall . 3-hour fire assembly, limited to 25% of wall length of each story. No opening to exceed 120 square feet . C) W Or IL*-hour fire assembly. W 1-hour fire assembly. _ Fire dampers in ducts penetrating wall . 1-hour fire-resistive corridor construction-Sec 3305(g) . - 20-minute rated, self-closing, tight-fitting si ke and draft door assembly with label . Sec 3305(h) . Minimum 4-inch thick Mire glass set in steel fraises . Total area of ill X openings, other than doors , limited to 25% of interior corridor w,rl ' LU Sec 3305(h)2. Fire dampers in ducts penetrating corridors-Sec. 3305(h) 6 4306 . Cr Dead end corridors shall not exceed 20-feet in length-Sec 3305(e) p` Corridors serving 10 or more sha '1 be minimum 44-inches wide-Sec 33kA5bl � Corridors in R-3 or in R-1 dwelling units shall be minimum 36-inches ! �. wide-Sec 3305(b) . °C Corridors in E-1 Occupancrr ; shall be width required by Sec 3303 plu. i g 2-feet, but not less thy,. 6-fret-Sec. 3319(e) . i Corridors serving an; area housing non-ambulatory persons shall he - minimum 8-feet wide-Sec 3321 (c) . i w Provide min.stds. of access 6 facilities for physically handicapped in: (A) Government Bldgs or (B) Bldgs 4000 sq.ft. or over 20 1 ht.-Ch.31 . Handicap parking space shall be identified b,y a sign centered at least 4 ft. Ix above grade, near the required parking space. The sign shall be marked with a the International Symbol of Access 6 shall have the following words in at u least 1" high letters: "Parking by DMV Disabled Permit only. Violators z subject to towing under OkS487.935 and a fine up to $250 under ORS487 .930" . a Sec 3108. The 1980 ANSI A117.1 Standards are adopted by reference for waking buildings b facilities accessible to S usable by physically handicapped people. _22 rovide thermal performance calculations as per Sec 5301(c) . -4HE FOLLOWING MINIMUM INSULA TIONN REQUIREMENTS SHALL APPLY FOR: Grou_�R � Ston es or LessMax. 171 wall open ngs, double glazed or aof/CelTing-R-3b storm windows having a U factor of 0.70 or 3L ✓Wa Ll6 R-11 less. If area is equal to or exceeds 17% 1� Ce c- Floor R-19 use equation (53-1) . Q. J ALL BUILDINGS OTHER THAN GROUP R OCCUPANCIES: k, a Roof/cel ing sha not exceed overallU .084 (R-11 .9) . Walls U - .30 if 3 stories or less . Co C-) Walls U = .36 if over 3 stories . C3 i'loors " U - .080 (R-12.5) . _ SLAB ON GRADE PERIMETER INSULATION REQUIREMENT-ALL OCCUPANCIES: o11°T_m In i mum for unheated slab. _-- _� R=6.2 minimum for heated slab. z - The insulation shalI extend downward from the top of the slab for a minimum �h Q distance of 24" or downward to the bottom of the slab. Sec 5303(d)4. h wc Provide moisture control for bldgs with R Occupancies per Sec 5303( f) as below: (-"Walls of new bldgs shall have a max. one perm cup rated vapor barrier. a �I o _. ��gors of new/existing bldgs shall have a max. one pens cup rated vapor barrie, � C.) �terior ceilings w/o attic space shall have a max . k perm cup �� _��round cover of 6 mil pol_veth. or approved material req'd in crawl space . N a _ Approved vapor barrier req'd under concrete floor slabs . T Provide Sound Transmission Control in R Occupancies per App. Chapter 35 : � L,- Wal 1 s b flr1c,g sass sembiies req min. Sound Trans Control of 50-Sec 3501 ( b) . L _ �, Floors require min Impact Sound Insulation of 50 -- Sec 3501(c) . _ Combustion air for fuel burning equipment or appliances - UMC Chapter 6 . _ N Permanent access to roof mounted mechanical , HVAC equip - UMC Sec 710(h) . �- Protect appliances installed in areas subject to mechanical damage-UMC Sec 508. Provide mechanical protection for gas outlet risers 11 meters subject to = damage - UMC Sec 2221( 1 ) . ositive means of disconnect located adjacent to b within sight of mechanical equipment with electrical connections of more than 50 volts - UMC Set 50i _ 120 volt receptacle located within 25 ft . of equip fo • svc!mtce-,JW Ser 5pq Minimum 3/4" corrosion resistant condensate drain line from mechanical equip _ to approved fixture or area drain - UMC Sec 510. a Roof drainage 6 piping size b location - UBC Sec 3207(a A b) 6 UPC Sec 1411 Roof drainage piping concealed within building construction shall be installed J with cast iron, or approved mat' l - UBC Sec 3205(d) 6 UPC Sec 401 4 1404-A . _ Commercial Type i or Type II Hood system installed per UMC App. Ch 20. Contact Oregon State Dept, of Commerce for Boiler inspection. z Contact Jackson County Health Dept . for special sanitary considerations U Contact Oregon State Dept . of Commerce for Elevator Inspection. Provide fire dampers at locations indicated in Sec 4303(b)6 and 4306(j) Provide Certification of Compliance with �,,iA . ' looting standards -Rule 814 19(1 N/pShaft enclosure protected as per Sec 1706 and Table 17A. Fixed partitions per sec 1705. Required openings provided in exterior walls - Sec 3802(b) . Special hazards - Ch. 6-10, Sec's. '08 6 Sec 1104, 1212 b 1312. Fuel tanks-Plans required, permits to be obtained from Medford fire Department, Uniform Fire Code Sec . 79. See Fire Dept. for requirements in relation to high-piled combustible stock. Wood Frame fire stopping - Sec. 2517(f) . Draft stopping of floor/ceiling construction - Sec 2516( f)4 . E 1_1 Draft stopping of attics (3000 sq. ft.max .attic space)-Sec 2515( f)ir t , Ln Foam plastic insulation used in bldg constr. shall have a flame pre,,i rating not more than 75 6 smoke development not more than 450 and ,t UJ separated from bldg interior by an approved thermal barrier as rey ',i �- in Sec 1712. W Flame spread of wall 8 ceiling finish material - Sec 4204 . Skylight construction - Chapter 34 6 Sec 5201 . A"��? Smoke b heat venting - Sec 3206. Elevator venting - Sec 1706(d) . N/ Explosion venting - Sec 910. —/VA Waterproofing of restroom floor b walls - Sec 510(b) . Glazing subject to human impact labeled for specific Instal latitin Sec 5406(x) . Access to crawl space-min . 18"x24" openinq - Sec 2116(c ); Foundation ventilation lociited in exterior fdn w a I ; s eyu.,l (c ,"It� , foot for each 150 square feet of under-floor area - Set 'tilrt, lh Provide underfloor drainage per Sec 2910. Attic access-minimum 72"00" opening - Sec 3205(a) . Attic: ventilation-natural , provided by eave/cornice vents %Ire,i st 1 ! •, of attic area or 1/300 when 50' of area is located as in SP, i;k.,, , Provide protective canopies over all recessed ii9h" fixture', in tint, r,,,, , ceiling as per iC80 Research Report 02331 . _ Provide addresses so as to be plainly visihle from street st't 1%1t t,j � G AN ��' / C//CSN ��e` Cy /y CBCs.V i' �.• -� r Sive zJ if • U// �,v��zF�� 4�E �s�• c�,�ar,� � - its �� N , COV�f s Q t� �iCe" C U s T co --- — I-o e �Pt--FU%'rr j-, or November 18, 1986 C'TYOFTIFAR OREGON 25 fears of SeMce Walker Associates Inc. 1961-1986 11080 S.W. Allen Blvd. Suite 100 BF=:.iverton, OR 97005 RE: WCTM 2S1 2CB TL 1.500 Attn: David Bantz 'fie address for the above described property has been � ,ipproved by this office. The new address is : Public Storage Inc. 13473 S.W. Pacific Hwy. Tigard, OR 97223 We have notified the postal service, utilities and city and county agelcies of the new address and have amended our records. 1; you have any questions, please feel free to contact this office at 639-4171 . Laura D. McLellan Cartographer/Engineering Assistant i LM/mj 13125 SSW Hall Blvd.,P.O.Box 23397.Tigard,Oregon 97223 (503)639-4171 — Iii► W1 WIWA W November 17, 1986 C'TYOFTIIFA RD OREGON "--o Yeors of Sen4ce 1961-1986 Mr. David Bantz,Planning Director Waker b Associates 11080 SW Allen Blvd. Suite 100 Beaverton OR 97005 Dear David: Enclosed please find your receipt and plan check routing sheet for the public storage job. You will be receiving notice of the address shortly. When the permit fees for the individual buildings are calculated you will be credited with the fees paid at this time. I will contact you when the permits are ready for pick up. If you have any questions, please don't hesitate to call . Sincerely, / .lulie D. Ouellette Building Permits Clerk 13125 SW Hall BW.,P.O.Box 23307,Tigard,Oregon 97223 (503)639-4171 CITYC TIGA No. 181F7 Ra 13125 S.W. HALL BLVD, P.O. BOX 23397 TIGARDo D, OR 97223 1 X Name Address � —� l_ot Block/Map Subdivision/Address Permit p's Bldg. Plumb Cash Check Sewer --- - �� Other Other Rec. B—y Acct. No. _ Description Amount 10.432 �iuildin Permit Fees 10.431•S;N Plumbing Permit Fees 10-431.601 Mechanical Permit Fees `- 10.230.501 State Bld . Tax 10.433 Plans Check Fee +- 30.443 Sewer Connection 30-444 Sewer Inspection 51.448 Street Syst. Dev. Charge 52.449.610 Parks I Syst. Dev. Charge 52 449.620 Parks II Syst. Dev. Charye - I 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Ta_x1 10.434 Alarm Permit_ ) 10-227 Bail -- 10.455Fines • TrafficlMisdlParking - 10.230- CPTA Traffic/MIsdlVic. Asst. - - 10-456 p Indigent Defense - 30.122 .401 Sewer ServicelUSA - 30-122.402 Sewer ServicelCity 30% 30-123 Sewer SevlcelCity Malnt. 30-125 Unmatched 31-124— Storm rainage 4 -475 ancro t rin. Pymt. - 40-471 --- Bancroft Int. Pyrn TOTAL DEPT. 1 or er i■r et a� ii PERMIT # _ PLAN CHECK # C- BUILDING RECEIPT / NkME: � t car! < DAPE: ADDRESS 6 LOT # 6 SUBDIVISION NAME: ACCT. # DESCRIPTION AMOUNT 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees 10-431-001 Mechanical Permit Fees 10-230-501 State Building Tax 10--43 i Plans Check Fee 30-443 Sewer Connection (20x) _ 30-202 Sewer Connection (80%) _ 30-444 Sewer Inspection 51-448 Street System Dev. Charge (SDC) 52-449-•610 Parks I System Dev. Charge (PUC) — 51-449-620 Pnrks il. System Dev. Charge (PDC) _ 31-450 Storm Drainage System Dev. Chrg (SSDC) 10-230-505 TRFD (y5%) 10-435 TRFD (5%) 10-230--506 Washington County Fire #1 (95%) 10-435 Washington County Fire #i (5%) 10--220 amnrt/Wedgewood TOTAL $ /�D?S I L,,3_ (Separate Check for Leron Heights 1150.00). (hr�l �l��Pl Wore l� CITY OF TI GARD 639.4111 DATE10-�-- OUILDIN(l PERMIT TAX MAP L!7 I 2GBlOT NO. 1�'1='Q SUBDIVISION ^_ _ OWNER P-•-Ll,r-f - _ JOG ADDRESS -- BUILOER `_(r� — _ STATE REG.NO. EXP.DATE ARCHITECT �►"1 1.+�lGIJ L— STRUCTURE _STRUCTURE _ ® N(:W ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ MOVE ❑ OTHER L, DEMOI.1110f+ L7 RESIDENCE ❑ COMMG ❑ EDUCATION IAIND ❑ RELIGIOUS ❑ACCESSORY Q GARAGE ❑ OTHER ❑ FENCI OCCUPANCY LAND USF ZONE BLDG.TYPE FIRE WNF PLAN CHECK BY NEAT -^ _ -- r i SEWER PERMIT I - OCC.LOAD FLOOR LOAD HEIGHT NO STORIES - AREA NO.REDROOMS vALCJE F�olr' S BUILDING DEPARTMENT SE-7 RACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit -�� THtS/ERMIT fS fs5l1ED SUBJECT TO THE REGULATIONS CONTAINED IN THE SUILDING CODE, ZONING THIS FEM IT I AND All APPLICABLE CODES AND ORDINANCES.AND IT 0 HEREBY AGREED THAT THI ptE(kPlan Chock -�y 3.S WORT(WILL BE DONE IN ACCDRUANCE WITH THE PLANSAND iPECIFICAT10Ni AND IN CQMPLIANC[ will, ALL APPLICABLE CODES AND ORDINANCES, THE ISSUANCE Of THIS PERMIT DOES NOT WAIM PI CIr_Fire RESTRICTIVE COVENANTS,CONTRACTOR AND BUS CONTRACTORS TO RAVI CURRENT CITY &US1NESs TAX rERMTTS.SEPAR1TE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Stale Tax �. SOC— Total APPLICANT pR AdENT - t al -- POCK __ _ 111�' -s1�1..1•.:��.l.�tL�__.1��__ ►►+ONE Recalli No. ADDRESS `t 1 cam'c _ ey_ issued R� APProved ASF ,,.� " ,v d is SSUC S 0 C P0C _ f �...��._ FoiK Rtrs 1 lam' SEWER CONNECTION aF s. SEWER INSPECTION Sf.WER SURCHARGE__�_s l COmmente; CITY OF TIGARD 639.4171 DATE I_Vj'_j_ BUILDING PERMIT TAXMAP � I ztBLOT NO. 1Fi=an SUOOIVISION OwnER_i JOB AOOKSS — BU14.Oul STATE REG.NO. EXP.DATE ARCHITLCY_►�e:J—�'t�1G ti, — PHONE�Zs3ra� "4ct�_OTHER _ _STHUCTUR_E 0 NEW _❑_REMO_OEL ❑ ADOITIOH Cl REPAIR ❑ MOVE U OTHER Ll OEMOLITION O RESIDENCE ❑ COMM ❑ FOWATION GkINO ❑ RELIGIOUS ❑ACCESSORY Q GARAGE Cl O1HERFENCE OCCUPANCY S :; LANG USE ZONE L_.Q BLDG.TYPE V-N FIRE ZONF PUN CHECK BY SEWER PERMIT/ -2r7 '? %,-� �.- - - --;�-- ---, OCC.LOAD_ _FLOOR LOAD 'S/C'a HEIGHT N�STORIES / AREA 5'+C�Ud'tNO.BEI?ROOMS VALUE BUILDING DEPARTMENT SET BAcKg FRONT REAR LEFT SIDE RIGHT SIDE Permlt THIS PERMIT IS ISSUED SUBJECT TO THE RE:IULATIONS CONTAINED IN THE BUILDING CODE, Zomm; REGULATIONS AND ALL APPLICABLE CODER AND ORDINANCES.AND fT b HEREBY AGREED THAT T H t PtanCjFk"e WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECWICATMNS AND IN COMPLLANCt WITH ALL APPLICABLE CODES AND ORDINANCES. THE t"U.%NCE Of THO PERMIT DOES NOT WAIVt Pt.CIL IIESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO NAVI CURRENT CITY BUSINES' -- TAX PETIMITS.SEPARATE PERMITS REOUIRED FOR SEWER.PLUMBINO AND NEATINO. Slab Tax Topa) PDGN APPLICANT OR AGENT Prepd. -- ---- Bal.Duo RM-*Ipt No. AOORESS [ » S� �t 1Ci0 S � -- ----- — Issued BT-,.-- --JAPProvad By— SSD(' Y—SSDC -- $ S U C PUC _.._ — ..- <i/:% FBF' S n v S.T'f'�'-✓c. ,1:'. � �c,�, �i- SEWER CONNECTION S_� SCUrR INSPECTIUN S — SEWER SLIACH/."GE S _ Comments: -- -- CITY OF TIGARD 639-4171 DATE i vi q-- ¢_- BUILDING PERMIT PAX MAP -e 1 2"LOTNO. ►dr�3UaaVISEON OWNER i,- JOB ADDRESS ------——- BUILDERSTATE REG.NO. _ _EXP.DATE (r� BUILDER'S PWONE�r) ARCHITECTS V—D 6{11 G► 1 PHONE� `U- -49C Q- .OTHER _ ---- STRUCTURE ® NEW Cl REMODEL ❑ ADDITION U REPAIR ❑ MOVE V OTHF,R 0 DEMOI-IIIOry C7 RESIDENCE O COMM ❑ EOUCATI--N GkINO ❑ RELIGIOUS Ll ACCESSORY Cl GAIAGE Cl OTHER ❑ FENCt OCCUPANCY CY /Y LANG USE ZONE -BLDG.TYPE SL--A�_FIRE ZONE_ PLAN CHECK '!Y 2J HEAT "AI& - SEWER PERMIT f -- OCC.LOAD_ FLOOR LOAD HEIGHT- v NO.STORIES AREA ✓ �G NO.BEDROOMS VALUE BUILDING DEPARTMENT —� SET BACKS FRONT REAR LEFT SIDE RIGHT SLOE [-Z� it_ THIS PERMIT IS ISSUED SUBJECT O THE REGULATIONS CONTAINED IN THE BUILDING COOT ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORVINANCM AND IT IS HEREBY A014EED THAT THt Hck WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND BPI�+f�ICATiMNS AND IN COMPLIANC( WITH ALS. A"tJCABLE CODES AND OPOINANCES. THE ISSUANCE OF THq PW%jWT DC ES NOT WAIVr F" RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVS CURRENT CITY BUSINESS TAX PFAHITS,SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATINEL rP(Qpd, ate Tax _ SDC- Y.x1�C,r�.��'.► ' r,s - lal �j2j ,�� APPLICANT OR AGENT - POCII 1►C s%L55 _A►lt:w Cyd " 152—_-- ;3_�14K' Recolpl No ADDRESS jix�lveY-- }C> ,SGS` {t-Ic>o s h+ONE Elal.Oue -- --— Issued By _._--Approved By -..-_ SSDC --- g SOC - — PUC -' SEWER CONNECTION S SEWER INSPECTION f SEWER SURCHARGE S Commelnte; 6y17y CITY OF TIGARD 639.1171 DATE ►.V-!A--_ BUILDING PERMIT TAXMAP �` I ZC.BLOTNO. .5C— _SUSOIVISION OWNEFt JOB ADORESs -- —_...---- BUILDER STATE REG.NO. - ---EXP.DATE . —._----- BUILDER'S PWONE _ -1 4 0 ARCHITECT Q1217 L=A-tkG► r PNONE(cLal STRI/CTU_RE ® NEW ❑ NEMODEL ❑ ADDITION Cl REPAIR REPAIR U MOVE ❑ OTHER GEM±)UTIOr+ FENCE ❑ RESIDENCE ❑ COMM Cl EDUCATION IND (3 RELIGIOUS ❑ACCESSORY Q GARAGE C) OTHER (_I - FINE ZDNC PLAN CHECK BY t HEAT /''✓,Nr OCCUPANCY ��lANO USE ZONE � _BLDG•TYPE _.�-- SEWER PERMIT A �•%� _ - - �—--- NO.STDRIES AREA S-VZ,00.BEDROOMS VALUIc OCC.LOAD FLOOR LOAD HEIGHT ' —__ BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permll^ T,"m rcm rf IS MSUED SUBJECT TO THE REGULATIONS CONTAINED IN TH! BUILDING CODE. ZONING REGULATIONS AND ALL APPLICABLE CODES AND OROINANCM AND TT IN HERESY AGREED THAT TMI.. Plan Cheek WORK WML WE DONE IN ACCORDANCE WITH THE PLANS AMD iPECIFICATWNS AND IN COMPLIANCE WITH ALL APf't1f1ABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Pl.CK F� TAI(PE pjMjq0CTTVE I SEPARATE NAC NT CTO RAND FOR SEWER.CONT FRAC�INQ AMp NEATINQTo HAVS EMT CITY •USINE S S Slate Tax Total 7 U APPLICANTOR AGENT T— Prepd. =1� r++oHt — Rucelpt No. ADDRESS C�+etiVe I c9Tc: `1 l cx>S Bal.Due _ Issued By__—._.-------_approved 8Y SSDC --- S O C - POC - SEDER CONNECTION 5 SEWER INSPECTION 3 _. SEWER SURCHARGE _ o I Commence: CITY OF TIGARU 639.4171 DATE 1 1 1AI-_ — BUILDING PERMIT TAX MAP z51 - LOT NO. ►8m lUBOIVISION OWNS _ JOB ADDRESS EXP.OATE - -- � BUILDER r Lr Q _ STATE REO.NO. - BUILDER'S PAONE -Z - _-- ARCHITECT Q 1:7 `-''-v PNONE(Z93a.l `E) 4 --- STRUCTURE ® NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ MOVE 0 OTHER Q DEMOLITICP4 0 RESIDENCE C7 COMM ❑ EOUCATION IND ❑ RELIGIOUS U ACCESSORY O GARAGE Q,,OTHER O FENCE AL OCCOPANCY "'�-1-ANJ USE ZONE r SLOG.TYVE FIRE ZDNF PLAN CHECK BY �l`J L NEAT Nb�Vd£ SEWER PERMIT/ ---�- -- - - - —�-! /SI NO.STORIES AREA y�BEDROOMS v,.lUf. OCC.LOAD FLOOR LOAD HEIGHT - — BUILDING DEPARTMEr T_ FRONT REAR LEFT;IOE RIGH}'SLOE SET BACKS � ' Permll ThIS PERMIT IS ISSUED SUBJECT TO THE RE'lULAT10NS CO'1TAlNEC IN WE T IILDINO COOS, ZONING REGULA"O IS AND ALL APPLICABLE CODES ANE)OROINANC-%AND IT IS HEhESY AGREED THAT TnE PIBnCheck WORK WILL SE DONE IN ACCORDANCE Wffh INE PLANS AND SPECWWATKWS AND IN COMPLIANCf WITH ALL APPLICABLE CODES AND ORDINANCES, THE ISSUANCE OR THIS KRMTT DOES NOT WAIVE. PI.Ck.F" - RE �M SEPARATE SYROCTIVE PECONTRACTOR TS REOUIREO FOR SEWER,PLUMBING O ANO NSATINa T CITY BUSINESS State Tu - SOC - - Tolel iPPI TAl1AaENY PDGI PHONE Piypd. 11 =at.�i f�1!t - — ADDRESS — RBce1PI No, -1 Caa Sol.Due �. �'-- lsaued 9y_ --_-__.-Approved BY S5DC --- $ SUC - PUC -Ar- - SEWER CONNECTION S SEWER INSPECTION f SEWER SURCHARGE Cammentet �` w. IS ! M CITY OF TIGARD 699.4171 DATE BUILDING PERMIT TAl(MAP 1.2-L,,��-61.OT NO. IF=r;. •U601VISION — OWN ER _____ __�---_ JOB ADDRESS - BUILOF.R STATE REG.NO. _._ EIIP,DAT' BUILDER'SP46O E ARCHITECT QCD PNONE�cn,ra`"f' -` 1s`.- --OTNER -- STRUCTURE ® NEW ❑ REMODEL Cl ADDITION _ ❑ REPAIR O MOVE U OTHER Cl DCMOLITION ❑ RESIDENCE ❑ COMM Cl EDUCATION GL IND ❑ RELIGIOUS ❑ACCESSORY (-I GARAGE ❑OTHER ❑ FENCk �"��■��_�.�'■""■�.'��.�...�.�� HEAT OCE.UPANCY 1 LANG USE ZONE c —BLD('•TYPEI/-PJ FIRE IDNF PLAN CHECK BY __— SEWER PERMIT - T — r 3E SLI NO.BEDfK)OMS VALUE CCC..LOAD FLOOR LOAD HEIG_H_ TNO.STORIES ( AREA - SUILOING DEPARTMENT SET E9ACKS FRONT REAR LEFT SIDE RIGHT SIDE Permll _ THIS PERMIT IS ISSUED SUBJECT TU THE REGULATIONS CONTAINED IN THE OUILOINO CODE. ZONING REGULA%TIONS AND ALL APPL.ICABLF CODES AND OVOINANCES.AND IT IS HEREBY AGREED THAT THE PtenCMck _ WORK %qLL /E DONE IN ACCORDANCE WIT" THE PLAYS AND SPECS lCATIONS AND IN COMPLIANCE WfTN AU. A►PLK:I BLE CODES AND ORDINANCES. THE P4,gJANC9 OF T"tg PERMIT DOES NOT WAIVE PI.CIL F" i�AEXP ICT,1V > RATE E M[ IV COVENANTS. ITSPEOUIREDFOR SEWER.RACTOR AND SUIS M4QISINGA 0 QTO MAVS ENf CITr BIJS1NEss Stale Tax T01,81 POGO APPLICANT OR AGENT 1 �:✓' L�IJC� � L�� 4 -;.� ::i.ej-k_i Prapd. Lc"E11� f it ADDRESS w EMOwf - ------ Recelpl No i3e[.�yy��el,r Bal.Due -- _-.__-/Approved BT 7';X'- SSDC. --- S SOC - P 0 C_ -- SEDER CONNECTION Z — SEWU INSPECTION E _ SEWER SURCHARGE S ,.Omments: ww w w sn ■a �a r� ar �r 3716) 0 o ev-c> PLAN CHECK NO. (c '192 r inspect ions call 639-41-75 PERMIT NO.� CITY OF TIGARD 639.1171 DATE _ IY----- BUILDING PERMIT P.(,. Box 23397, Tigard OR 97223 TAXMAP LOTNO. ...SUBDIVISION OWNER _ _ JOB ADDRESS BUILDER _ — — ___ STATE REG.NO. EXP.DATE OUILDER'S PHONE _ -- PHONE OTHER ARt,HITECT — STRUCTURE ❑ NEW ❑ REMODEL ❑ AOOITION ❑ REPAIR C) MOVE u OTHER L) DEMOLITION C1 Rf5S10ENCE ❑ COMM C1 EDUCATION (] INO C) RELIGIOUS, ❑'ACCESSORY O GARAGE ❑ ER ❑ FENCE OCUIUPANCY �LAND USE ZONE S� BOG•TYPE Sa/!~ _ FIRE 1ANF PiJ1N CHECK BY AT ,I WER PERMIT 0. OCC.LOAD FLOOR LOAD HEIGHT _� '(( yAl 33�:' CJI_ _ NO.STORIES � AREA - ' �' O BEDROOMS _ _ BUILDING DEPARTMENT SETBACKS FRONT REAR _ T SIOE RIGHT SIDE THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE LODES AND ORDINANCES.AND IT IS HEREBY AGREED THAT THE Ptan(*"Ck 'r'. .'1 '' WO1lK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS ANO IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.F" Q ?,, RESTRICTIVE COVENANTS.CONTRACTOR AIIO SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REOUIR£0 FOR SEWER.PLUMBING AND HEATING- Slam T&%--- ,J 1. SSUC SDC— _ — TOsal ! U L,, a APPLICAHTOA AGF!1T __ PDCf Prapd. ADDRESS Fiecelpl No t Bal.Due --- Issued By____--- - -----Approved By_—�_�-i—.-- SDC -- 5 0 C - ____-- RECEIPTDc N DATE PD. _ CWER CONNECTION 5 AMOUNT EWER INSPECTION S EWER SURCHARGE S mm e n t e 17 CITY OF TIGARD 639.4171 DATE !.V-14— -----194y- BUILDING PERMIT TAX MAP Z5 1 7..4;BL0T N0. 15!--` SUBDIVISION OWNERd _ _ JOB ADDRESS — - BUILDER `/r-�� r U. STATE REG.NO. _ EXP.DATE -- BUILOER'S PAONE) Z-)-4. ARCHITECT, IQ= ti __ __r — PHONE�7 •�a��h -� 2--OTEIER_—•-----_ _—_ STRUCTURE ® NEW ❑ RLMOOEL ❑ ADDITION ❑ REPAIR ❑ MOVE ❑ OTHER 0 DEMOLITION U RESIDENCE (j Comm ❑ FOUCATION IND ❑ RELIGIOUS E)ACCESSORY Q GARAGE U (,1TNER ❑ FENCE C?f.E;E1PANCY L1- lANO USE ZONE l BLF.G.TYPE FIRE ZANF - PLAN CHECK B" HEA1 ^rD�VE ' SEWER PERMIT e _-- OCC.LOAO FLOOR LOAO HEIGHT _ NO.STORIES AREA /� 5-S� H0,BEDROOMS VALVE E _— BUILDING DEPARTMENT _ SET BAS FRONT REAR LEFT SIDE RIGHT SIDE Pwmlt _ 1- ' THIS PERM(T IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING; IIEGULATIONS AND ALL APPLICABLE CODES AND ORDINANCF&AND IT IS CIREBY AGREED THAT THE PlanCMckG•�' `' WORK Will BI`DONE IN AE.COROANCE WIT"THE PUNS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APMLICABLE CODES AND ORDINANCES. THE MSUANCE OF THIS PERMIT DOES MOT WAIVE P1.Ck Fh+ RESTRICTIVE COVENANT.CONTRACTOR AND SUB CONI RACIOR41 TO HAVI Cl'°P�!*^'TY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND"I ATINQ. SIala Tax ! , ToEal APPLICANTO AGENT"—' Prepd. O 11c'b. `� `1.f��t'•� Shc�� ICX� 3_` 34K� RaCalpl No. ADORESS g,," r OSc�. �t'7c7rJ SONE BaI.DUa f I lasuad F)y.._ -- APP(ovad 8y SSDC --- SDC --S0C - PDC - SEWER CONNECTIO14 SEWER INSPECTION f — SEWER SURCHARGE Comments: _ CITY OF TIGARD 69.4171 /1 �, �,� tom? .- --- • BUILDING PERMIT TAX MAPF t1 1 Zc LOT NO. _SUBDIVISION OWNER JOB ADDRESS BUILDER Gs-A ry a STATE REG.NO. ___EXP.DATE (( BUILDER'S PFIONEONE --1:jZ' �io ARCHITECT PHONE 01� 6� U0�/gyp �-t C4R�d PHONE�Z�:"z'�'�'�{ STRUCTURE ®_NEW ❑ REMOOEI. ❑ ADDITION [I REPAIR MOVE U OTHER L7 OEMOLITIOP+ REPAIR _. ENCE ❑ RESIDENCE ❑ COMM ❑_EDUCATION Gk INC) ❑t l RELIGIOUS ❑ACCESSORY Cl GARAGE ` O QTHER ❑� OCCUPANCY ! NO USE ZONE ---BLDG.TYPE Y—"'--FIRE WNF PLAN CHECK By �HEAT _- _ SEWER PERMIT A - OCC.LOAD FLOOR LOAD HEIGHT/V / NO.STORIES -AREA_ ).BEDf4OOM� VALUE�,b35t*j BUILDING DEPARTMENT FRONT , REAR - ` LEFT SIDE / RIGHT SIDE _ SET BACKS �,..,.,�.. ��. Permit _ 02 , 1 l��. 13 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING COOS, ZONING. REGULATIONS AND ALL APPLICABLE CODES AND OROINANCM AND IT 13 HERESY AGREED THAT THE PlanCMCk WORK WILL SE GONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE COOTS AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Fl.Ck Fire 5 2 RESTRICTIVE COV MAS MNTs�i1E�GU1pRE0 FOR sEWEI�AND SUB 'L MBINO AND HEI1nMaEI1T CITY SUSINESs State Tax 10 .X 3 X C .--_ � SDC__ lA_�'�h !jam -��'-( .- 1 olal APPLICANT OR ANENT — , 3-I. POGO �3-..�14►0 Prepd, 11 � Al 1v.Blvd s 100 --- iwONf --^-- '-f -- Receipt No ADDRESS (2 �}d Issued 9y__ --Approved c, ov.? `.t-tca0 S Bal.Due 41------ - -------- By�---- .�--------- SSDC c,UC_ - SCWGR CONNECTION S L 41 E R T N S P C T I O N SLWER SURCHARGE C.a m m e n t o:� � [`rCi 5 E, /I"'c'��! T•' ,%� p��F�lam'/ E' S i P,�/.i r.C4i _iO N / - tip " ,-- ----- c� 1 /+r c 4 / �i , ^c:'S e�"T ��r S% /I� S��—' 2 W r--4 Alf W G c"c{ s'4rrt s�r✓G/' c2 r2 � v1 _6 _ ._.. . ■ttr w w � s w w CITY OF TIGARD BUILDING DEPARTMENT PLAN (AU"CK NO. : r r 3 PLAi4 CHECK APPLICATION DATE RECEIVED: L/ P.O. Box 23397, Tigard OR 97223 PA; DEPOSIT PAID: This is to certify that the attached 3 Sets of plans have been submitted for plan check pursuant to the Oregon Structural Code and Fire && Life Safety Code, 8's — edition. PROPERTY OWNER: OWNER'S ADDRESS: CONTRACTOR: TELEPHONE: JOB ADDRESS: ,•cc� 10(kC . h�ct/ LO'[ NO. h MAP: Z� / ,2 C TL / S� U DESCRIPTION OF WORK: /7 YK•c-� 9-•(pA0 ' �j 66-01,j- "-A V Approvals Required SPECIAL. NOTES Planning Dept. C LX L4 O Reissue V .2 Engineering Dept . 0 Flood Plain/Sensitive Lands �j Fire District O Sewer Availability OOther `�vther 4-t) � ee.e .aeeoL. Items Required OList of subcontr� .tnrs �0/Business Tax � Calculations 0 Truss Details O Parking Plan / �j Landscape Plan C1 7 Other COMMENTS: City of Tigard Building Department BY: (a BI.1)G. _ 17, CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY HEARINGS OFFICER 1. Concerning Ca•;e Number(s) : CU 4-86 and V 20-86 2. Name of Owner:_ Tigard West Joint Venture 3. Name of Applicant: Waker Associates, frac. Address__ 11080 SW Allen Blvii.-i City_ Beay. tate OR 97005 --'' ----Zip _ -- 4 . Location of Property: Address West side of Pacific Highway, south of Park St. Legal Description 2SI 2CB lots 1800 5 . Nature of Application: To establish a 68,550 sq. ft. mini-storage facility and a Variance to allow 6 parking spaces where 69 are regired. 6. Action: Approval as requested XX Approval with conditions Denial 7 . Notice: Notice was published in the newspaper, posted at city Hall and mailed to: XX The applicant 6 owners _ Owners of record within the required distance XX The affected Neighborhood Planning Organization Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON October 6, 1986 UNLESS AN APPEAL. IS FILED. The adopted findings of face, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hall, 13125 SW Hall Blvd. , P.O. Box 1.3397, Tigai:'. Oregon 9722.3. 9. Appeal: Any party to the decision may appeal this decision in accordance witti 18.32.290(A) and Section 18.32.370 which provides that a written appeal nay be filed within 10 days after notice is given and sent. The deadline for f it ing of ark appeal is 4:30' P.M. October 6, 1986 10. questions: If you have any questions, please call the City of Tigard Planning Department, 639-4171. 0257P BEVORE THE HEARINGS OFFICER FOR THE C?TY OF TIGAR.D IN THE MATTER OF THE APPLICATION) FOR A CONDITIONAL USE PERMIT TO ) No. ESTABLISH A MINI-STORAGE FACI- LITY AND FOR A VARIANCE FROM ) CU 4-86; V 20-86 REQUIRED PARKING SPACES; Waker ) r, Associates, applicant. ) The above-entitled matter cane before the Hearings Officer at the regularly scheduled meeting of August 27 , 1986, and was continued for additional hearings to September. 4 , 1986 , and again to September. 11, 1986 , all hearings at the Tigard Civic Center Town Hall Room, in Tigard, Oregon; and The applicant requests a conditional use permit to construct a mini-storage facility and to allow 6 parking spaces where 69 are required, property located on the west side of Pacif. c High- way, south of Park Street, more specifically described as Tax I,ot 18vJ, Map 2S1 2CB, City of Tigard, County of Washington, State of Oregon; and The Hearings Officer conducted public hearings on August 27 , September 4 , and September 11, at which time testimony, evidence and the Planning Department Staff Report were received, specifically, the exhibits considered by the Hearings officer are as follows : Exhibit 1: Planning Dept. Staff Report dated August 27 , 1986 , Exhibit 2 : Justification for Variance from Of�street Parking Standards. Exhibit 3: Compliance Statement with Community Development Code. Exhibit 4 : Preliminary Site Development Plan dated July, 1986 . Page 1. - CU 4-86 W s W Exhibit 5 : Preliminary Planting Plan dated July 24 , 1986. Exhibit 6 : 8/25/86 letter from Pauline Luty Exhibit 7 : 8/25/86 letter from G.T. Sluman Exhibit 8 : 9/2/86 letter from Dean Beaumont Exhibit 9 : 9/2/86 affidavits from Dean Beaumont and Greg Houge Exhibit 10 : 7/28/83 Plat Map showing storm sewer facilities hand draws Exhbiit 11 : ODOT Permit No. 2951.4 Exhibit 12 : Access plan map Exhibit 13 : Schematic Development Plan 8/10/78 Exhibit 14 : Aerial photo Exhibit 15 : Additional comments and conditions from the Engineering Division regarding access Exhibit 16: Additional comments, Engineering Division regarding storm drainage Exhibit 17 : Replacement conditions from Engineering Division regarding storm drainage Exhibit 18 : Partial title report Exhibit 19 : Notes from Planning Staff regarding history of Tax Lot 701 An issue was raised at the hearing regarding the previously approved planned unit development for the subject property. Accord- ing to tY,e uncontroverted testimony, a planned unit development was approved for this property in 1978. As part of that development, as more fully set forth on Exhibit 13, Pietro's Pizza Parlor and the Stan Wiley office building have been built. .. J.B. Bishop has argued that this planned unit development constitutes a vested right for adjoining property owners to develop consistently with that development plan. After considering the eviience and viewing the Page 2 -- CU 4-86 property, the Hearings Officer finds that while some construction has occured as set forth above, this property is not irrevocably committed to the particular development envisioned by the develop- ment plan of 1978. Therefore, the Hearings Officer finds that there is no vested right for adjoining property owners to rely on this development plan in the development of their individual properties. Other issues of access and storm drainage will be addressed below. The issue was al-o raised whether site and design review approval was required as part of the conditional use process. The Hearings Officer finds that to the extent that. the ordinance requires there to be adequate public facilities and services to serve the proposed development, those issues are addressed in the findings set forth below. Aside from those findings, the Hearings Officer finds no clear requirement of site and design review as an additional requirement for approval -f this conditional use per ,:it. It should be rioted that the o--dinance contains conflicting language regarding whether site and design review is required in an .application such as this one. The Hearings Officer finds that it was the intent of the City to eliminate site and design review from conditional use approvals, and consider conditional use approvals i,n the largo-r context of the ordinance by determining the adequacy of public facilities and services in the broader design context. As to the issue of access, the Hearings Officer finds that. the State of Oregon controls access on to Pacif= c highway. As a condition of approval as set forth below, the State of Oregon Page 3 - CU 4-86 Highway Division will be requiring a traffic report from the applicant to determine the best access for this property. Therefore, the Her,--inds Officer is riot going to require additional traffic information at this time, relying on the expertise of the State of Oregon Highway Division in addressing the traffic concerns for access and egress to this site. However, duf! to the unusual. shape of this piece of: property, there are additional lots for which access must be addressed as part of this application. Even if the applicant is not developing the adjacent properties, in an urban context, no property stands alone; each is inter- dependent on the property that surrounds it, either for shared access, shared expenses for improvements , complimentary signage under City sign codes, etc. Tax Lot 701, whicr is just south of the proposed site, is dependent on access through either Tax Lot 700 which is currently developed, or the proposed site. The appl.ic.ant' s'proposed site development does not. provide access to Tax Lot 701.. After the hearing on this matter, the Hearings Officer directed the Planning Staff to review the history regarding Tax Lot 701. That history is included as Fxhibit. 19 in the record. As shown by those exhibits, and the public deed records of Washington County, Tax Lot. 701 was created from Tax bot 700 on November 3 , 1980. However, an examination of the city records fails to show any application for either a minor or a major land partition for the creation of Tax hot 701 . The. purpose of major and minor land partition statutes is to ensure that when a lot is created , it is created with thought to issues of appropriate size, shape, setbacks, and access. The difference between a Page 4 - CU 4-86 major and a minor land partition is only that in a minor land partition there is access to an adjacent public road, and in a major partition, a road must be created to serve the lot in question. The Hearings Officer finds that Tax Got 701 is an illegally created lot for failure to apply for the necessary (in this case) major land partition as no road was created to serve the property and there is no other access for that property accept across adjoin- ing property not owned by the present owner of Tax Lot 701. As the situation results from a conveyance from Tax Lot 700 , the Hearings Officer suggests that this matter may be resolved between Tax Lot 700 and 701 by 700 granting access to 701, after the necessary permits have been received for the legalization of Tax Lot 701, or Tax Lot 701 may be required to rejoin with Tax Lot 700 , thereby mooting the access issue. Also at issue is the access for Tax Lot 1802 , which is the existing development of Pietro' s Pizza. The Planning Staff recommends that Pietr.o' s shall be provid ,d access tLrough the southern entrance which is proposed on the applicant 's plans. However, their recommendation is made prior to completion of the .requested traffic study for the State of. Oregon. The applicant and the owner. of Tax Lot 1802 need to be aware that whatever the recomme-idation of the State of Oregon is, that will be the controlling recommendation regarding access for Tax Lot 1892. as well as Tax Lot 1804, presently undeveloped. As to the issue of storm 3rainage, the record contains significant evidence about the storm drainage system which serves the proposed site as well as Tax Lots 701, 700 and 600 which are Page 5 - CU 4-86 I r r r r w r•�ar w ■r � � upstream, and Tax Lots 1804 , 1805 and 1.900 downstream. Though it appears that it was the intent in 1978 to create a public storm drainage system, it appears that the necessary filings were not made. Therefore, the applicant is not restricted from building over that storm drainage system so long as the necessary easements are secured. However, the applicant must still design his storm drainage system to handle drainage from this site without overloading the downstream system. That requirement is more specifically set forth in the revised condition number 4 set forth below. In addition to those findings set forth above, the Hearings Officer adopts the findings and conclusions contained within the Staff Report, a copy of which is attached hereto, marked "Exhibit A" and incorporated by reference herei.n. NOW THEREI'ORE IT IS HEREBY ORDERED that CU 4-86/V 20-86 be and hereby are approved subject to the following conditions : 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING 'PERMITS . 2 . Standard improvements including sidewalk, curb cut, driveway apron, storm drainage and utilities shall be installed along the SW Pacific Highway frontage. Said improvements along SW Pacific Highway shall be built to arterial standards and conform to the alignment of existing adjacent improvements when the necessary permits and plans have been secured and the performance bond and fees have been provided. 3. The applicant shall obtain a permit from the State of Oregon Highway Division to access and to perform work to a specific configuration within the right-of-way of SW Pacific Page 6 - CU 4-86/V 20-86 Highway. A copy of said permit shall be- provided to the City Engineering office prior to issuance of any permits. It is the City' s recommendation that the southerly access is to functic;n as the primary access to the property and the adjacent lots, although the City will defer to the recommendation of the State Highway Division as to the appropriate placement for access. Whichever access is selected, that access shall : a. Provide access to Tax Lot 1802 to be be constructed with standard curb and curb returns in lieu of the standard concrete driveway apron. b. Meet the width, lane designation and traffic marking requirements of the State Highway Division. C. Modify the northerly access to include a standard concrete driveway apron which shall also serve Tax Lot 1804 . 4 . Applicant shall provide for site storm drainage by one of the following two alternatives: a. Upgrade the downstream system, eliminating the need for detention. This alternative assumes that on-site lines would be public and extend to "dependent" upstream properties. b. Provide additional detention, as proposed, and provide necessary easements. This alternative assumes that all on-site storm drainage facilities will be privately owned and maintained. Recorded easements clearly outlining "benefit" and "maintenance" for all affected pr_ operties will be required. Five (5) sets of plan-profile improvement construction plans and one (1) iuemized construction cost estimate, stamped Page 7 - CU 4-86/V 20-8E by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for approval. 6. Sanitary sewer plan-profile details shall be provided as part. of the building improvement plans . 7 . Construction of proposed public improvements shall not commence until after the Engineering Division has issued approved public improvement plans . The section will require posting of a 100% Performance Bond and the payment of a permit fee. Also, the execution of a street opening permit shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEF: THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATIO14 REGARDING FEE SCHEDULES, BONDING AND AGREEMENTS . 8. joint use and maintenance agreements shall be executed and recorded on City standard forms for all common driveways . Said ajreements shall be referenced on and become part of ail applicable parcel Deeds. Said agreement shall be approved by the Engineering Division. JOINT USE AND MAINTENANCE AGREEMENT FOMIS ARE ENCLOSED. 9. Written acknowledgment from the State Highway Division for acceptability of site stormwater into the State system along SW Pacific Highway, shall be provided to the City prior to issuance of any permits. 10. A stormwater system impact statement along with runoff and sizing calculations shall be provided to the City and State Highway Division along with construction plans. Page 8 - CU 4-86/V 20-86 lt 'M. # 111 111 11. A fifteen foot wide public sanitary sewer easement shall be provided through applicants site to assure future sanitary sewer service for T.L. 1802 and for T.L. 1804 , from the exAsting Abulic sewer line adjacent to applicants north (or west', boundary line . Said easement(s) shall be recorded prior to i3suance of any permits. 12. Tlpplicant shall grant easements for the existing 8" sanitary sewer lines (a minimum of. 15 feet wide) to the public for maintenance. Easements shall be executed on City standard forms. 1'. A revisea landscaping/site plan shall be submitted for Planning Director approval which includes the following: a. All t.wo-wGy driveways shall be a minimum of 24 feet in width. b. A minimum of 15% of the site shall be landscaped. C. A minimum of six parking spaces shall be provided. 3.4 . This approval is valid if executed within one year of the final decision date. DATED this �-><1Aa of September, 1986. HEARINGS W-F CER -� APPROV D: 8fTH MA95N f Page 9 - ^U 4-86,/V 20-86 '� �A - Q BIOCS CARDOSA ASSOCIATES INC 5TRUC-T-URAL_ ENCINEEF-3S 1671 The Alameda, Suite 200 San Jose, California 95126 I 408-296-5515 i STRUCTURAL; CALCULATIONS for PUBLIC STORAGE, INC.. PACIFIC HIGHWAY, SW TIGARU, OREGON SEPTEMBER 1986 gY, 4E.L _ OA'E 8 ZZ, r SUBJECT. -• �:MKC BY OAtE 71_G7 T OR ��D►1: iOg �n. !�orJ" "� _ ^!` Itis 3 - � � �._:►� `� 5G. •� -g ti�IBJ tL�. ( i i J � MICROS CAP000A ASAOGIATEiAic. i SHEET N0 OF��J CHKD 9Y _ DRTET Joe lqc 0 —. A= 3,.." J 1= 28.)19 E= 1,799 999.99 SPAN= 19.99 WD= 12.90 °s I WL= 59.99 as ,� ► 5 icr "3 i P= 319.99 V= 231.53 S z- !• x I M= 775.99 Z, fv= 51.29 fh= 1.229.75 DEF. TL.= 9.39 1 ^„ DEF.= L,104.13 . '.%_tiC 2 DEF. LL.= 0.32 DEF.= P377.t2 DEF. DL.= 9.98 s�,d„v = °"` ;•.cRs- :�,s� � =yam �r-..5 ; , � • 'I,c•� A;:5 S!r T R'r A i 26.25 1 3= 15.31 14 5'9 Psi 26.3e Ez 1,799,999.99 .� .y x ►. 1 S I0`i ?hs; ; SPAN= Me F*!,1 WD= 48.99 WL= 125.99 pj 5 J A Bo P= 778.9 I p` 4 Z� V= 72 M= 1.75151.. 63 I !v= 41.66 f b= 1,372.70 • y tDEF. TL.= 0.56 DEF.= L%192.65 DEF. LL.= 0.41 DEF.= Li266.62 DEF. DL.= 9.16 MIGO • CAkpool1A Atlat7C1ATRQ INC- � a OATE '� ' SU9..EC, SHEET NC. — - OF g -HKO. I3r _--- OAT7" T R 3 . 50X11 . 255 A= 39.38 S= 73.33 I= 415.28 898.808.88 SPAN= 15.67 2 S ' ..7� WD= 95.89 172012 WL= 258.x8 a R= 2,793.98 V= 2,3711.64 ! M= to-589.30 J f v= ?8.65 fb= 1,721.18 DEF, TL.= 4.63 DEF.= i. 388.32 DEF. LL.= 8.45 DEF.= L-`414.45 USE 4- DEF. DL.= 9.17 i 2c; - 2��0 �� A= 46.38 r^ O I "" `j`j = 1 �� Psi S= 182.4t _ . �x i= 678.49 i E= 1,888,088.88 CF= 8.44 E = 1. x Ion rSI SPAN= 18.33 d T s c 0 WD= 95.88 W1.= 258.48 t � R= 3,161.93 V= 2,788.99 M= 14, :9.52 fv= 89.95 Li S c_x 14 K-o-.—L f b= 1,697.80 a 1 DEF. TL.= 8.72 DEF.= L%386.55 DEF. LL.= 8.52 DEF.= LV423.84 DEF. DL-= 8.28 CAAD09A ABAACIA-rRS INC. or +s v .� DATESUBJECT . ` =- 5'%ELA3= SHEET, NO OF ��O _ C�+KD BY DA'E T1 GAQP �RE.�ON SOB w0 �� T P•.�, �, ►�.5 3. ;OX 15. 25 4= 53.38 S= 135.66 I= 1,934.42 E= t,399,999,99 r SPAN= 28.83 1 7 WD= 95.99 _ 4 t l I y I p 4 a•,i WL= 259.99 R= 3,593.13 : V= 3,154.74 I _ M= 18,711.46 f v= 35.66 _ I ,'J` +� .� -'o n f b= 1,655.13 J DEF. TL.= 9.79 ,. DEF.= 1.118.48 DEF. LL.= 9.57 DEF.= L%439.59 IDEF. PL.= 9.22 I - J I .1 tI I MICla I CAI OOSA ASSOCIATES INC. BY k-C DATE SUBJECT �'LLI_C STS SHEET NO _ __ OF _ CHKD. BY --_ DATE —_-- S 1 BARD. J J- -- _ JOB NO — T T P'r 1 . 5 OX 7 `c .5,f'A N s + A= 19.33 i= 13.14 1= 47.63 E= 1,388,889.98 5F0= 15.0 = 0 t 2013f sI WD= 12.99 o WL= 58.98 Yz 427,54 40 PSI M= 1:743.75 fv= 58.97 T g0 fb= 1,592.39 DEF. TL.= 9.32 DEF.= L�213.54 DEF. LL.= 9.66 DEF.= L-'278.99 L1�� Z�CB tib. 121-0 G•C . DEF. DL.= 9.1+i — f LA 1 N T R•_r 3 . 5 OX 15. 2'5 u P L F 3= 135.66 ,L)L = 2� x 12. y+ = 3l �i P GF 1= 1,934.42 == 1,989,989.88 _ + ;F= 9.97 97 3PAH= 29.99 x 4D= 119.99 4L= 313.89 V Q= 4,329.99 l - x ICS PS V= 3,771.89 4= 21,689.88 fv= 195.99 fb= 1,918.64 417 DEI-. TL.= 9.79 DEF.= L/383.39 DEF. LL.= 8.57 DEF.= L-418.61 ¢x I Co pE!J5 c SIO, DEF. DI_.= 8.22 BIGGS CARDOBA A1390CIATER INIC. Iv, XZ-'- DATE ��3�•,'�ECT �11PsL 1G S" "=. SHEET NO. OF .i CHKC. 8r DATE TI (•ZD R N jos No. �ca7Le s - TRY rS c y p o p� FC=1,880.89 _ E=1,788,ON.88 LOAD BUR,=1.15 I LU=8.75 L/B=38.88 K=25.38 _ u n ti FIC=566.6 P ALL=6,941.67 , I 4•� C�goo = �� 2� osc < 2000 - .+Z Go NT gT�a•_ I.C�p x IO�x (�L = Zo x 10 � to 2000 PL a l ?73 X 10 = I �yJ011 U 4250 sPR64C cveok S, 33t y U 5 IE - 2 W 1 LSE grCf - - - - J J A881MIATS/INC- i BY kEG DATE -11-111140 SUBJECT P'-1 51 L—�G Ir SHEET NO., 7._ OF CHKD.BY DATE 71d2-A JOB NO. f , F'T'cS. ovER �c�J!Na bif'i= f S PAM 2= S' � PL lox t a ?. P,� = 7M3x1.4 + ;goox I.7 :u,, = 3SI x FLF I I _ 2gtvo +- Z55o R , u 4 12.5 117(04 I �2 . 117 15+1 OL -Zx 711.0wIZ ZIz 2.Z3 Ix ,$5a'&X 14 t Af b _ _S5X Z 2 2ltk 14' _ gg ;As. OL tj it -7 1) A, + h'� _ ?fix �v� _ �� . Glk� WITH V1j INots-ASE .4a '. 6� 14 GI FA e-ri cs >=dR coNr, oris ug__�__.2_• I •�oare c 306A AINSOC1AIMS INC. .��r,�� Ir i■r �■i► +moi Iw ar 1C SHEET Bv_ DATE I SUBJECT CHKD By __ DATE TI RD �R��qN — Joe No 12, X 1 c,T + 133r IG = IIp'j� � Uu 1-7 u y, A 2 + 1,3:3,c 1 O Pu l �gox 1.,�- X00< 1 , 7 2 -72 S5o z' 2z i l I RL = 2z 'i + iro �a,� t 491 XX, 03 = n73��# u e00 0 14 r 2I = . '1 '7 IA 1 2Ca•� �� AS ' I �, 3. (� .c a� s 3 inZ r� p T� �3 1N�REA E Ate_ 1 usE a #4 BIGGS C:AFICIOSA ASSOCIATEf!INC. � Ilw• � � >• e� � s 9 � � OF . B� KE� !. DATE _ �� '� SUBJECT SHEET NO.ts!��—'`��' CHKO BY DATE TIGtARP JOB NO. 8�07�0 F 6 SER EAIs N PIPPE 7' �A, 20 ,c i Z�o P L-F �k = 487 K 1.4 - ZO K I,7 = Coe z t S+ 71 fo FBF � ► Z � r -Zx .7 x IZ 2 .22 ,? x.?S x 2x 1 + �S = 2,Z2 x 2x l4x ,8s/!i� = • 88 int AsM�n IA SHE,gR �G . . $S�c 2�t /2aoo x 14x2 l = 22352 > 13'l�1 7 �K I I PLIC PZ Pt P w P7 _ IT,-:pxrox g,33r + •Lon tong��'S 2 44.,'7 - P = 111c)* 4- F, F, = �C.0474- S07x1' 4- so7x 131 + 24S7*+ -*41 '0 11599 � �,P, 18993/x 1.125' 'F?77 Ps P � S000 9 U� 2r- �►, � PIE R BIG GS CARDOSA i ASSOCIATES INC. i = OATS SUB:ECT �Ic,RI_;G 'Sr�'�,C SHEET NC OF _�_ 09 ,:HKO 9v . OATS Xw0. � '��7 Co i _ 7-S I . •..�. J ~ , ^I -� ^V... �. �• S./�•-{.-tib R.T S I g �� rv� r, 7x "lx 17it i Sx ZO i S51 WIrE x'7-00 CE�� F�� = .3x Igoo • s7U ��► � x•� PJ �I - oNc p = �70K - X78 4,03 F 7 W I I A" ,4 8 i —a >< r r T 6V�OD FOR: 14Aost E Lt0 DI•�T.� S1(OQP3 -t ARGOPIA ABSOCIATEG INC. ��., w v ��= OA TIF -t--�i'-"�"- Sud..ECT '- s SHEET N0. OF DATE _ 71 :�-t AS4_ _-2 ILl 'rn=-4 Joe 140. 'AJ --71 �-4 I I I _ Lr 09 IL r-A 6CI- TAKES S E �:o'er C�c�?AG►T Y C.+4AR7 SIGGS CAROC38A By k)=G DATE 8j1T60 SUBJECT P�P��+z--�'TGQAE7_� SHEETNO. I Z OF CHKD BY _ DATE -11S�AE t- - - JOB NO 7y �E R,4� 1,��"�% � v,`L C�5 ►..�J� ,%,�L. q 5 Tl..! C W A L L i f�x��.F = 1. 5 x 1 •c 20 00� lox X Aj 15. 5.c Io xg = I74 IV- �F}rip z I s 4 Q % 10 _ -7 71:5 OIL 4- I 10' r K I lam" Go L { �� aL �s�P.�GIT'f �PA RT ASBO�C:Ip,TESINC. ■Y IA' � f � DATE SUBJECT U LIG SiORA�� - SHEET NO, 13 0r I to - gv��GEG ZZ _� � CHKD 13Y DATE _ T1=AZp �'R� SON - JOB NO. ,E '.MIG �� •►, :.E x �`> '' Env R '-U )jA LL PK• F x rete -7 JJ ►Jp 15,� r S % x 81 a r�Zo� <:: j0 /EKNS t•;E 'i GCx ?L�' AJ 1o d ' I �dcog t2' oG Fr1E'�D I I .s. EyA L ICP D I i , )tU = ICA 8 K c,O 4oc�c� , ,T 1g 2V70 f - Go2oo _ to �� ° j-:: e ��n GL�c �L7' J/ t cd -0 - r -r2� t{�I? i--ALL r : I•^� FLF U"e %i LDX BIC#Or9 CARDOI3A PI-`r w/ 14d9 �" A99OCIATES INC. ,tea e.-s lei Ft s ID � R i OA'E B�ECT PSS)n --' G �� R��:�-� SNEET NO. OF ljY 9u - RR 2 S J09 Nv. CM K0. BY OA,E CA 1 ,�j L 73 IJ ---- - _. - - -- - -- - - - - a ul It w r _ 1111 SIOOS CAPDOISA .� (�; ASSOCIATES INC. lv 0,a'E �: °� Sl'B,ECt PL1P311 G ��TUPZ�'r-tea SHEETNO. S OF CHKO, BY CA'E T I G'7�`1 y ORES O!�! JOB NO. E5�2O Zy IN O 7 I t A i o tl Q I ' -7 !3 _. 13IC'1c38 [:Ai 008A A SSOCIATIE8 INC. i WLW-LW-tW-�iw�w OATE 4'-UZAveSU®JECT STD-Rd(f=E SHEETVa. OF � �o - CNKO BY__- OAS TI L�Kp, �Q� Jaeva. 8(dO7Cv P' r G EAC ":)A i P!, s; ; P,A - h = lo' _ b Ila x (i a4o x lo' I , a U`5E 1�'2' x 2, DEZ:P BIGMS CAROO9A A880CIATES INC. w i■r �s w � e �► � � � f� 85005073 AGREEMENT FOR EASEMENT THIS AGREEMENT, made and entered into this day of February, 1985, by and botWOOn HARRY 0. WAHL and GERALDINE M. 4AHL, husband and wtie, and L1'ONARD E. WAHL and GENEVIEVE WAHL, nuar,and and Wife, hereinafter called the first party, and WAYNE C. REMBOLD, hereinafter called the second party# W I T N E S S E T H n .WHEREAS, the firet party is the record owner of the following 0ear.rii.ci real estate in Washington County, State of Oregon, to-Wit: See Exhibit 'A' attached hereto 1. .,nd has the unrestricted tight to grant the easement hereinafter described relative to said real estate# NOW, THEREFORE, in view of the premises and in consiieration of one Dollar ($1) by t'ie second patty to the first party F#id and other valuable cons, -rations, the receipt of all of which hereby is acknowledged by the t.ret party, they agree as follows: The first party does hereby grant, assign and set over to the second party: An easement for storm sewer purposes, said easement being over a strip of land fifteen feet in width, the centerline of which is described as follows: Bagrnning at a point on the most Southerly Southwest line of that parcel described as Tract No. 1 by deed to Pietro's Corporation on July 7, 1960, Fee 180-23150 of the Washington County Records, said point being North 75 degrees 10' 16' East a distance of 326.61 feet from the initial point of Melrose, a duly recorded plat in Washingt, n County# thence South 71 degrees 56' 18' West a distance of 201.11 feet to a point# thence South 21 degrees O1' 06' East to a point in the South line of the aforementioned Wahl parcel, said point being the point of termini $. The side lines of this easement shall be lengtt.ened or shortened so as to terminate in the Southerly Sol,toweet line of said Pietro's Tract, and in the South line of said Wahl Parcel, reserving unto the first party the right to use the easement for ins drainage of their remaining property. 'he second party shell have all rights of ingress and egress to and from said real estate (including the right ftos: tier to time, ascepQr. as hereiriatte[ providedto cut, trim and [eeove trees, GtYatl, overhanging branches another obstructions) necessary tot the second party's use, enjoyment, operation and maintenance of the easement hereby granted and all rights and privileges incident. thereto. PITC[ 1 - AGREEMENT FOR EASEN[NT Except as to the right• herein granted, the first patty shall have the full use and control of the above-described real estate. The second party nereby agrees to hold and save the first party harmless from any and all claims of third parties arising from second party's use ol! the ricir— nerein granted. The easement de,/Cribed above coal ; hr perpetual. This agreement shallbind ant inJrN _ r !.ne benefit of, es the circumstances may requite, not only the immedldte parties hereto but also their respective herein, executoro, administrators and Yucc.essots in interest as well . In construing this agreement and where the context so requILea, words in the singular include the plutalt the masculine includes the feminine and the neuter; and generally, 411 changes shall be suds or implied so th4L this instrument shall apply both to individuals and to corporations. IN WITNESS WHEREOF, the parties hereto have subscribed this instrument in duplicate on this, the day and year firat hereinabove written. t HARRY ^0,'WAIII, L100 E. WAHLr 'g.. _'WAHL L'rNF 1 . L trATXZ_ C• RE BOLD — — STATE OF OREGON ss. County of Washington ) Personally appeared the above-named HARRY 0. WAHL and GERALDINE M. WAHL, and acknowledged the toregcing instrument to be ,,it#eir voluntary act and deed, l r SUBSCRIBED AND SWOPtI To before me thio day of February, Sir' yu �.� /i � .titc<• ,L N RYC'Fr1 P?iOk— ` my commission Expires: STATE Of nRP.GON i 1 9fl. County of Washington 1 Personally appeared the anove-named LEONARD F. WAHL and PAGE 2 - AGREEMENT POr EASEMENT w ,h Ggt7EVIFVF WANT, and acknowledged the foregoing instrument to be tnelt .,oSuntsry act and deed. SUBGCRINED AND SWORN TO before Me this day of February, L My Cowitalon Fxptreat 60,0E OF OREGON I I et. County of Multnomah 1 personally appeared the above-named WAYNE C. REMBOLD an:: acknowledged the foregoing inattument to be htR voluntary act and deed. SUBSCRIRF.D AND SWORN TO before me this day of February, 1485, ` �l ,1M t My Cotetisalon Exp4rV9%.). 'I �t•lt•( PAGE 3 AGREEMENT EOP EASE14919T �n 1 1 r i� c Iwl� � .'fSr. M 25 .r //TMs /tf011D1eG aRTVRM TP. � II✓)e ter��e fo►pe►at Inn ►.n. sot t 7,e05 1 Seattle eattle stat inn 7 AGII>[NI�N7' /e s t t I♦ Na •/1 7� 70050441 WILBUR RISHOM/, JR. -7277), rtl►RRM► O. MINI, and GERALDINE N. MARL. i husband and wife, I,NONARD t. MARL and G&MMIM WXNI,, husband end wife, herein collectively referred to as Grantor, convey to MrxrY'a CORPORATION, its successors and assigns, herein referred to as Grantee, a perpetual Iwn-exclusive easement to use a strip of land owned by Grantor, which strip of land is described in Exhibit 'A", attached hereto, and by this reference made a part hereof. V The termm of this easement are as follower 1. Grantee, its agents, tenants, independent contractors, and invitees shall have the perpetual non-exclusive right to use said t� easeetant for the purpose of ingress and egress to the property rrtmann Iy referred to as the Tivard Commercial Development located " P in Tigard, Washington County, Oregon. 2. CranLor reserves t.�e right to use, construct, tsuautt stret and slaintain the road located upon said easement strip and to use !'4 said easement strip for purpose of ingrese and egress of Grantor's agents, tenants, independent contractors and invitees. 3. The parties shall cooperate :luring periods of joint use or that each party's uee shall cans* a minimum of interference to the e�t6ar. d. Grantee agrees to inden"7fy, move and hold Grantor harm- x Is" ftw afp loss, claim or liability to Grat,tor arising in any aaar»r a* of oramtee's uee of the easement strip. Grantee assumes all rift arising out of its use of the easement strip and Grantor aMIJI race to liability to Grantee or other third portion for any MTAis beeeeet Is heing rerecorded to correct searriptiea of the eneeaent herein granted. 1-tnaearme Agreement I — (j r 2F 21 r r r L Ise 7 condition ertiatina ther•rnn 1. This ,.staewont le eppurtwnaot to certain real property in the Tigard l:omitarvial D+velnpownt r"mad by Grantor. i. Tnis esmemont shall be perpetualt provided htriavar. in the event that it is nut used by Grantee for a period of 11 successive months, or is otherriaet abanjnniod by Grantee, the +resereent @hell autotastically expire and Granise shall upon request exeru•e a recordable document :evidencing such expiration. 7. "tie sameetatit is granted subject to all prior •asetaents or •nrumbrances of record. I DATED this '3/day of August, 1972. M: GAANTOF: Ibu r Kerry ra nincam{.-jiaFi caJ�[ °oi a H E. ' AILS _ Ge MV eveIW-hl w � GRAfrfstt: Mayo, OSI1T2ON Nl'ft?ft tS1 tJ9slNIfiN •/ 1979 9kNmftT of fassh i not.in lly a Bred the nbevw namort NT ROP 2i2f109, Mr. (MR) , 4" 2 isAuwA the torog�ning instrument to be his voluntary act slld AwIHl. ..rr ply rnmission tepirsat j/� _ I � ON f-ttarmaeltllt A�raestaxet , r,u •�R,t; .- �kWr+..,,., f"- ATA7`! Or OFR01M 1 at, County of Washington i Personally appeared the above nanr+M HAPPY c,. 11A141- and ark- novledged the foregoing lnetrtalent to be !0Mrr,1❑ntary "' I enA dead. t Mtora awn: 'Wt ary .il, r RT o�!^ •w• Rv Commias.onExpi ee• JO J, Am . . � iTA4't /Jle ARtRit111 1 + l sa. fZ___•3J_____--. 1171 County of Washington 1 '� Personally appeared the above named rMIALDINF. N. "AHL, and acknoetledged the f::regoinq instrument to he ha.r voluntary act and dead. 1 before am: also try Publico My Coram,eaion l�j- i 2"721 ORiGO11 l 1 OMMty of Kashinvtun 1 Pereonally appeared the above named LEONARD E. KARL, and eakamlod*ed the foregoinq instrument to be hiv voluntary act qn4 assts. ilotf ) arycTerr gon My Comission Expi y. t K?R'1► I7! r lR7MON �VFtT of 1Fashingron A Personally appeared the atr,••e 1,m,(1 i F'►ti .,M KARL, and aO& hrledW :A. /o•eqn i nQ i ne t r Amer t to Iw her voluntary act and Wore not Kctary pub I I C' n or Id Cosatiasion Expireei .--L loll " INWIN 7w" �7R i RTATi OR MAAHIMICT(A ) { a r _�1i�c f►.LI �.1 1�7 E county of J'A 1 Personally appearedbring duly amore, ala ear that M !q of HIMI s CONRCNATION, and that said instr+�n was a gnee on bp►-lf i•4' "Pi.. ;L pot anon by authority of it.a bosrA of directurat and M ack- leA4ed said Instruoant to be its voluntary act and deed. Satore me: +\ �o�-rr'77'� Tub1'f or us Aeaidinq at i f L1 . �J + `' rrpr tract M Southwest in the outhwsat quarter of de+:tton 7. Township 7 6auth, knngo 1 Hwat of the MillaMettw Floridian in the City of "irard, haahington County, Oregon described as follows' geCinning at the Northeasterly corner of that property deeded to ;.1RzanAwr J. I.uty and Pauline E. l.uty and 6:.cribed in Book 3SS, page 74 of the Deed Aocetd a of 11aahin9ton County, said point of *winning being NR9'48'40"F.. 783.73 feet frow a two inch iron pipe narking the initial point of MFLROSr., a plat of record; mail point also being on the Nc+rthweaterly LwunCsry of the relocate+; Nlat. Side 6 ?acffic Highway (ORFrAM STATE HlrM9AY 99, IMST1; a`1. :,.once N.33'15' 17"E., along the Northwesterly l.)unaary of said i, pacific Highway 85.00 feet to the true point of beginning; ,, thence N.S6.44'43"N. , 140.00 fest; thence H. 3301S•11'E. , 181.15 feet$ thence N.S6.44'43'N. , 78.00 fsati rtence R.33.1S'1702., 68.0n feet; once h.S6.44'43'h. , lt,a.on feet to the Northwaaterly right-of-way c„ %Aid pacific Highway: „, : tienCs 5.33015117"M., along aaid .fight of way 74').15 feet to the -)int of Mginning. ('�^'ainlnq 16, 81 %quare fest. r,�1't fMBM■0`*• MkRlttBM !u 8'�'6{,Ad r tract of land in the 90ath•"at qu.,rsrr Of gaction 7, Township R %*,it%, Range 1 Neat of the NillAtr•rtte tam, idian in the City of hard, Naghingtun county, Oregon. ']rglnnt"q 41 the Rotthwastwrly Cotner of the aiir+ve dearrlh«d tract; thenrw M.S6 44'41'N., 168.110 fret$ thence 5.33 1S' 17"N. , fw+t; havoc* M. ..' 34'41"N. , 17.00 fast; thence N. .13"15'1 1"r— RR.00 Brett tMnea /.50614'41'B., 100.00 fust to the NOrthwwat"lly tight- of way of said pacific Highwmy, thence A. 3N 15'17"N. , along maid rig%t_of way l0.0d feet to the point of beyinninrl • l�wtstt ti TERRA ASSOCIATES, Inc. Geotechnical Consultants August 1, 1982 Project No. 342 Mr. Dean Beaumont Public Storage, Inc. 11731 Rainier Ave. S. , Suite 203 Seattle, WA 98178 Subject: Geotechnical Engineering Study Proposed Miniwarehouse Facility Pacific Highway West and S.W. Park Street 'i:g&rd, Oregon Dear Dean: Following you request, we have conducted a Geotechnical. Engineering Study for the proposed mini-warehouse facility to be constructed on Pacific. Highway West near the business district of Tigard, Oregon. This report presents the results of our study. The purpose of our work was to explore the subsurface soil conditions in the area of the proposed new buildings in order to provide recommendations for site preparation, and foundation design and construction. The scope of our study included test pits, laboratory tests, geotechnical engineering analyses and the preparation of this report. SUMMARY Based on our subsurface explorations and visual observations, we believe that: the project site is underlain at a relatively shallow depth by medium dense native soils beneath some luise surficial sod and isolated fill materials. These soils should provide adequate support for conventional spread fjotings which may be used for support of the proposed structures. We noted 4ome isolated minor thicknesses of old fills on the site probably from the clearing of the site. Footings should extend through these fills. There are three significant factors that will affect the site development from a gt-otechnical standpoint. These are as follows: 1. There is a buried 60 inch storm sewer line in the south and southeastern portion of the site. Footings located above this pipe will need to bridge over the pipe. Alternately the pipe will need to be relocated. 15.301 N.E. 90th Street • Redmond, Washington 98052 • Phone: 881-5570 Mailing Address: P.O. Box 3338 0 Redmond, Washington 98073 I �O 2. There is a buried sanitary sewer along the northern portion of the site. One building will be constructed parallel to and very close to this line. The northern footing wall or this building will need to be deepened such Lhat it will not impose significant additional pressures on the pipe. 3. Native soils on the site are predominantly fine grained and will be very difficult to work with in wet weather. Import soils may be needed if wet weather grading is planned. The following sections of this report describe our study and explain our recommendations► in greater detail. PRO,TIrI' DESCRIPTION Preliminary plans prepared by Waker and Associates indicate that the mini storage project may consisL oC a total of about 8 buildings. These buildings will cover most of the property with► parking and driveway areas between the buildings. We would anticipate that only relatively light amounts of cutting and filling will be needed to bring the site to a final grade. No building grades have been finalized at this time. Structural loads for the one story buildings should be about 1000 pounds per lineal foot for walls with column loans of about 10 kips. If two story buildings are utilized, column loads of up to 20 kips should be anticipated, Some provisions will need to be made to provide "bridging" of loads over an existing storm line under some building locations. Once final design plans for the proposed project are completed, they should be reviewed by us so that we may make supplementary recommendations, if needed. FIELD hVIARAT ION AND I.AI30RATORY TESTING Our field exploration was performed on Jul., 22, 1986. Subsurface conditions in the area of the proposed buildings were explored by excavating nine test pits to a maximum depth of 10.5 feet below grade. The test pits were excavated ising a rubber tired backhoe operated by Rutan Construction of Tigard, Oreg m. The locations of ':he test pits were approximately determined by measurements from know,i points on the property survey. The elevations of the test pi.ts were detern;ir.ed by interpolation from elevations shown on the site survey. These loc6t.ions are shown on the Site Plan, Figure 1. The field exploration was continuously monitored by an engineering geologist who classified the soil conditions encountered, maintained a log of each test pit., obtained representative samples►, and observed pertinent site features. Project No. 3421, Page 2 w w w w All samples were visually classified in accordance with the Unified Soil Classification System, which is presented on Figure 2. Logs of the individual test pits are attached to this report as Figures 3 through 7. These logs represent our interpretation of the field logs and the results of the laboratory examination and tests of field samples. Representative soil samples obtained from the test pits were placed in closed containers and returned to our laboratory for further examination and testing. Moisture content determinations were performed on all samples. Tn addition, we also performed two hydrometer analyses to determine the grain size characteristics of representative site soils. The results of these tests, as well as the soil classifications are shown on Figure 8 and on the logs included with this report. SITZ? CONDITIONS Surface The project site is located near the downtown business distract of Tigard, Oregon. The irregularly shaped property is situated adjacent to the west side of Pacific_ Highway West just south of Park Street. The property lies between an exiriting Pietro's Pizza restaurant on Pacific Highway and residential areas just to the west. Vacant land lies just north of the property and buildings lie just south of the site. The property measures about 300 by 500 feet in plan dimension. Based on the property survey prepared by Waker and Associates, the +site lies between Eley►tions +226 and +244. The property slopes from a high point at the south end down toward the northeast corner. Most of the property is grass covered and is currently being used as a horse pasture. Dense brush and scattered small trees are located .in the southwest property corner. An existing sewer line runs along the west margin then crosses the property along the north property line. This sewer line is about I 6 to 7 feet deep and lies within the north property line. In addition a 60 Inch diameter storm drain line crosses the extreme southeast corner of the site. The approximate locations of the lines, as provided to us, are shown on Figure 1. Subsurface The subsurface conditions beneath the property are quite consistent. A thin layer of sod from 3 to 8 inches in thickness lies across the entire property. The site is underlain primarily by sandy silts with varying amounts of clay. Smn.il roots are present in the silt in the upper 3 feet of soil. The silts are generally dry to moist and are medium dense to very stiff in consistency. The silts grade with depth to damp and contain more clay in the fine grained matrix. The silts were observed in all of the test pits down to the full I I Project No. 342. Page 3 ! ®I R WKWUM11F1e depth of our exploration. We suspect that minor amounts of thin "slivers" of fill may lie across the property in localized areas. Groundwater No groundwater seepage was observed in any of the test pits but damper silts were noted near the base of most of the pits. We anticipate that some perched seepage might develop during the wetter winter months in the upper soil horizons. DISCUSSION AND REE MMI,NDATIONS General Based on our study, it is our opinion that the proposed mini-warehouse buildings and the manager's building may be constructed as planned provided the recommendations presented in this report are .Incorporated into the project design and construction. The buildings may be supported on conventional spread footings and slab--on-grade floors bearing on the firm native soils encountered at shallow depths in our test pits or on structural fills placed above competent native soils. Minor surficial fills may be observed in some fcoting excavations dependent- on the final site grades. In any such areas, footings excavations can be recompacted where any fills are shallow. This report has been prepared for specific application to this project in accordance with generally accepted geotechnical engineering practices for the exclusive use of Public Storage, Inc, and their representatives. No other warranty, expressed or implied, is made. The following sections of this report present more detailed recommendations for the various geotechnical engineering aspects of the project which should be incorporated into the project design and construction. Foundations The proposed structures may be supported on continuous and isolated spread footings bearing on the firm native soils or on structural fills placed above the firm native soils. The footings should extend to a minimum depth of eighteen (18) inches below the lowest adjacent final grade. Shallow continuous footings bearing on competent native soils or on structural fills may be designed for an allowable bearing pressure of 2,000 pounds per square foot (psf), for dead plus live loads. A minimur, width of twelve (12) inches should be used for continuous footings. Project No. 342, Page 4 Individual spread footings, where used, may also be designed for an allowable bearing pressure of 2,000 pounds per square foot and should have a minimum width of 18 inches. A one-third increase. .in tL:! above bearing pressures may be used when considering wind or seismic loads. Continuous foundations should be provided with continuous reinforcement in accordance with structural requirements. It should be noted that continuous footings which cross the existing 60 inch storm pipe will need to be sufficiently strengthened to carry the load if the pipe is not relocated. We would be pleased to assist your structural engineer in developing designs for spanning over the pipe in this area. This work should be performed after the sewer has been precisely located and a pre'imipary foundation plan prepared. The sewer line crossing the north enci of the property will tie just north of the proposed building area. Since the line lies about 6 to 7 feet below grade, we suggest thfit building footings be placed at least 6 feet fron the sewer alignment. We recommend that a 1 : 1 pressure infLuence line downward from the footing should not intersect the pipe area. Settlements { We anticipate maximum total settlements induced by the buildings supported on native soils or on structural fill will be less than one-half inch. The maximum anticipated Lang term differential settlement: should be less than one-quarter inch. We anticipate that the majority of settlements will occur during the construction of the project. Floor Slabs Fl-)or- slabs may be constructed as slabs-on--grade supported on the rec_ompacted native subgrade or on structural fill materials placed in accordance with our recommendations. Wo also suggest that a minimum of 4 inches of free-draining gravel such as 1/4 to 3/8 inch pea gravel or similar materials be placed beneath the slab to act as a capillary break. In addition, a ten to twelve mil sheet of plastic may also be placed above they gravel. Lateral i,oads Horizontal forces may be resisted by passive pressures equal to those imposed by a fluid with a density of three hundred and fifty (350) pcf. This value assumes that all footings are poured neat against undisturbed native soil or compacted rill soils. A coefftcie►it of friction of thirty hundredths (0.30) may be used between concrete and soil. Pro], - t No, 142, Page 5 I Surface Draina&e Positive surface gradients should be provided to direct surface runoff away from the buildings towards suitable discharge facilities. Perimeter foundation drains and roof drains should be collected in tight lines and discharged away from the buildings. Pavement Areae Pavement areas may be supported on the recompacted native soil subgrade or on it minimum of twelve (12) inches of structural fill placed in accordance with the site preparation section of this report. The upper twelve (12) inches of 1 the pavement subgrade should be compacted to 95% of the maximum dry density (ASTM D-1557). Rega.dless of the compaction effort, all subgrade areas must be in a stable, non-yielding condition prior to pavi.ig. Below the upper one foot level, a compactire effort of 90% would be adeqttate. The pavement section for lightly loaded traffic or parking areas should consist of two inches of Asphalt Surfacing over four inches of Crushed Rock Base or three incheu of Asphalt Treated Base (ATB). Site V eparatlor: and Gr.3d LTti; The building areas should be stripped and cleared of any fills, surficial to?soil, vegetation and organic matter, existing debris and any other i deleterious material. Stripped materials should be removed from the site or stockpiled for later use in landscaping, if desired. Building and pavement areas should then be proofrolled. Any loose areas found during proofrolling of the subgrade should be removed and replaced with structural fill ur rock to a depth that will provide a stable base beneath the structural fill. I All structural fill for building and pavement areas should be compacted to at least 95 percent relative compaction as determined by ASTM Test Designation D-1557. It should be noted that the site soils contain a significant amount of fines and will be difficult to compact in wet weather. 'These soils are moisture sensitive and can become disrupted by construction activity during wet weather. It was noted that the silts become (tamper with depth. These soils may be difficult to compact in deep utility excavations when backfilling. Any import soils to be utilized should first be examined by the soils engineer for use as structural fill. We suggest that import fills contain no more than 2% "fines" passing the No. 200 sieve on the portion pas^ing the 3/4" screen. Structural fUl should be placed in horizontal lifts not exceeding eight inches in loose thickness and be thoroughly compacted. Additional Services It. is recommended that we be provided the opportunity for a yeneral review of the final design and specifications in order that earthwork and foundation i recommendations may be properly interpreted and implemented In the design and construction. Proj c t N;. "34 2, t'a-,e 6 i I The analyses and recommendations submitted in this report are b ►sed upon the date obtained from the test pit excavated on the site. The na .ure and extent of variations between the pits may not become evident urcil construction. If variations then appear evident, we should be al:►.owed to reevaluate the recommendations presented .in this report prior to proceeding with the construction. IIt is also recommended that we be reta►.ned to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications, and recommendations; and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We recommend that 'Terra Associates, Inc. provide the following services during construction: i (A) Examine all stripped subgrade areas and the proof-rolling operations prior to the start of fill placement or earthwork. (B) Exami. ,9 all foundation and slab areas prior to forming and concrete placement to evaluate that adequate foundation support Iis available. (C) Perform field density testing of structural fills during placement and observe the grading and earthwork operation. I We recommend that a minimum of two working days' notice be given to schedule our services :'.wring construction. The following figures are included and complete this report: i Figure 1 Site Plan Figure 2 Soil. Classification ChsrL Figures 3 through 7 Teat Pit Lugs Figure 8 Grain Size Analyses � l Project No. 342., Page 7 We trust the information presenters herein is adequate for your requirements. If you need additional information or clarification, please call. Sincerely yours, TERRA ASSO(,lATES, INC. Paul K. Bonifaci Engineering Geologist -T Anil ButaiE. r President ' MOB. Eric Is. , I I I Project No, 342, Pnc,e 8 a G roup PRIMARY DIVISIONS S mt,ol SFCONDAIIY DIVISIONS ._ GRAVELS Clean GW well graded gravels, gravel-sand mixtures more than halt Gravel# little or no fines. _ of ooares (loom than GP poorly graded gravels or gravel-sand °.° fraction Is 5% fines mixhiree, little or no fines. �+ larger, than Gravel GM silty gravels, gravel-sand-alit mixtures, in „��. No. 4 sieve with non-plastic fines. 8 fines GC clayey gravels, gravel-sand-clay mixtures N - lastic fines. SANDS Clean SW well graded sands, gravelly sands, little wq x more than half Sande or no fines. _ of coarse (less than SP poorly graded sands or gravelly sands, d fraction to 5% fines) little or no fines. 8 aW N arraller than Sands SM silty sands, sand-silt mixtures, non- H �" 6 No, 4 sieve with lastie fines. fines SC clavey sands, sand-clay mixtures, plastic _ fines. SILTS AND CLAYS ML inorganlc silts and very fine sands, rock v� flour, silty or clayey fine sands or clayey •• ani v liquid limit is slits with slight plasticity. 7S ' lose than 50% CL Inorganic clays of low to medium plasticity to Q gravelly clays, sandy clays, silty clays, lean clays. GL organic silts and organic clays of low x plasticity. 6 SILTS AND CLAYS Mil inorganic silts, micaceous or diatom- liquid limits 1a ceoua fine sandy or silty soils, elastic. greater than 50'x, CHInorganic clays of high plasticity, fat cls s. HIGHLY ORGANIC SOILS PT eat and other highly organic soils. DEFINITION OF 'PERMS U.S. Standard Series R eve Clear Square Steve Openings 200 10 4 3/4" 3" 12" SAND GRAVEL SILT'S & CLAYS COBM,F BMI.DFR t9ne medium coarse eine coarse GRAIN SIZES SANDS,GRAVE IS, STANDARD PLASTIC SILTS Unconfined STANDARD Compressive AND NON-I LASTIC PENETRATION AND CLAYS 'ENETRA'I'IO SII. St re� 4th very loose 0- 4 very soft a0s-! 1/4 0 - 2 loose 4-10 soft 1/4 - 1/2 2 - 4 mediurn dense 10-30 firm 1/2 - 1 4 - 8 dense 30-50 stiff 1 - 2 8-16 very dense over 50 very stiff 2 - 4 16-32 hard over 4 over 32 RELATIVE DENSITY C'()NSIS'I' ,tTcv TERRAUNIFIED SOIL CLASSIFICATION SYSTEM Public Stora e •' ° ASSOCIATES g- Warehouse Tigard, Oregon Geotechnical Consultants Proj. N0. 142 Date I��iv Hcy Figure z Logged By TEST PIT NO. Date 7/221H6 Elev. +-40 Depth W (ft.) USCS Soil Description 1961 (b" sod) II ill, Tan grading to mottled tan, SILT with clay and 17.7 sand to sandy SILT, stiff to medium dense, dry 5 grading to damp. 10 Test Pit terminated at 9 feet. No groundwater seepage encountered. 15 — rLojW,d By [TU Date , �� TEST PIT NO. _ Elev. o — ru (4" to 6" sod) sandySILT, stiff, moist I T t 1f. 10.4 Tan, sandy SILT to SILT with clay, small roots, medium dense, moist to damp qu=+4.5 5 tsi 10 Test pit terminated at 10.2 feet. No groundwater seepage encountered. 15 � TERRA TEST PIT LOGS V.,. Public Storage Warehouse ASSOCIATES Tigard, Oregon r Geotechnical Consultants jProj. o ±42 Date July 80 Tigure 3 TEST PIT NO. Loped 8y PKB _ Date 7/22/86 Elev. +239 Depth W (ft.) USCS Soil Descriptions W 0 (4" sod) Tan grey, SILT with clay and sand to sandy SILT with clay, small roots, loose to very stiff, dry u"=µt 5t ML grading to damp. 22.4 i a (grades with sandy SILT, medium dense) 10 Test pi.t terminated al 9.7 feet. No groundwater seepage encountered. 15Dgte 7/22/86-� '`EST PIT NO. Elev. 0 (3" sod) ML 'Tan grey, sandy SILT with clay and sand, medium 17.3 dense to hard, dry to damp 5 yu=4tsf 10 — Test pit terminated at 10.2 feet. No groundwater seepage encountered. 15 TERRA TEST PIT LOGS Public Storage Warehouse ASSOCIATES Tigard, Oregon Geotechnical Consu!tants Proj. No. 342 1 Date •July 86 Figir9 4 Lodged By TEST PIT NNO. u� Drts 7/921136 E lev. +2 36 Depth W (ft.) USOS Soil Dewription (961 0 (S" sod) Grey tan to mottled tan, SILT with sand and clay to sandy SILT, medium dense to hard, dry grading 5 to moist 26.4 10 1 111ill 'fest pit terminated at 9.6 feet. No groundwater seepage encountered. 15 L`ggW "io flyI Af4_ TEST PIT NO. _....�2..�. Elev. �2 Date 1 i l 0 (8" sod '111d grass) "IL Tan grey, mottled SILT with clay and small roots, sandy SILT, medium dense, stiff to hard, dry to ►lamp - 5 lu=4.5 tsf Tan, clayey SILT to SILT with clay, very stiff, ML moist to damp yu=3,11 10 t s t Test pit terminated at 10.5 feet . No groundwater seepage encountered. 15 TEST PIT LOGS TERRA Public Storage Warehouse Tigard, Oregon ASSOCIATES Geotechnical Consultants Proj. No. 342 Date July 8(T gure 5 Jim Logimed 13Y TEST P;T NO. Dau 7/2'2/80 Elev. +238 Depth W (ft.) USCS Soil Description M 0 (7" sud) ML Tan grey to mottled red tan, sandy SILT with clay to sandy SILT, loose to medium dense, dry grading to damp 5 10 Test pit tern,inatpd at 9.4 feet. No groundwater seepage encountered. 15 Logged By PKB Da. 7/22/86 TEST PIT NO. _$.._ Elev. f1' 3 0 (7" to ti" sod) 11 .2 191_, keddish tan to Lan, sandy Slt;f with clay and some line salty SAND, dry to muiSt , louse to medium dense 5 1!. Tan, SILT with clay, stiff to medium dense, damp yu=3.0 t si 10 — -- Test pit terminated at 10 feet . No groundwater seepage encountered. 15 �. TERRATEST PIT LOGS Public Storage WarehLIUS: • ASSOCIATES Tigare, Oregon Cleotechnical Consultants Proj. No. "i'12 Date July $6 [Figure 6 TEST PIT Al O. _...�._ Logged By �' ' Date 7/2216 Elev. +?3U Depth W (ft.) USCS Soil Description M D (7" to ti" sod) ML Tan, sandy SILT to SILT with sand and clay, loose to medium dense, dry to moist 5 10 �ti.5 Test pit terminated at 9.8 feet. No groundwater seepage encoutered. 15 ----- i A / TERRA TEST PIT LOGS --J Public Storage Warehou-,(, ASSOCIATES Tigard, Oregon Geotechnical Consultants i Pro). No. 142 Date Ju IV 867 Figure 7 on 11 111 EvilII I memo IN oill��i e.. } MA► SM9 IOC.AhgN O► iM►*bVfMfK/1 ANO • w+••� UMDARrfI n► �� , ` I, ', , Imo, / •.. . rr ^ � lo 16 t �� ! � y "•1• •M" 4 t 4 V 1 CtRTIt1[/�►+C»/ ! tia.•!ti qr1 rr r/,ar have .vrop"d �• *be" dvft.,bod r„•M,ry.wo end w+M•Iw M•• C• •ard oOMry Ihn'h M ►1.•�.� J WAR TINEIIICIMEER/NC CO n - , Dor•_ , p t'4.1,11,� Sial• <A1 t S w R•!fr 4.•w• �errlsw� Oaf 711 I�J� ' �1T01 40(' M LEGAL DESCRIPTIONS Beginning at a 3/4 inch iron pipe on the line betveau Sei:tions 2 and 3, Township 2 South, flange 1 West, Willamette Maridian. Wash- ington County, Oregon,, vbich pipe is 1305.0 feet South of the quarter section corner common,to said Section 2 and 3; than=e South 89" 47' East, 283.35 feet to an axle set on the northwa starly boundary of the relocated vest side of pacific Highway. said point being the northeasterly corner of the Alexander J. Luty, st ux. Tract as described in instrument recorded in Book 355. ?age 74. Dead Records of Washington County; thence North 33' 15' 17" East, along the northwesterly boundary of said pacific Highway 85.00 feet to the southeastatly corner of the Harfy's Corporation Tract as described in instrument recorded as Recorders' Fee No. 76041342. Records of Washington County; thence along said Herfy's Tract as f of lova: North 56' 44' 43" West. 140 feet. North 33' 15' 17" East. 181.15 feet. North 56' 44' 43" Wast. 28.00 feet, North 33' 15' 17" East. 68.00 feet. South 56' 44' 43" East. 168.00 fast to the northwesterly right-cf-vay of said pacific Highvay, said point being the north- easterly corner of sand Herfy'a Tract; thence North 33' 15' 17" East along said northwesterly right-of-way 221.26 feet; thence South 38' 18' 30" West 139.75 feet to the beginning of a 40 foot radius curve to the right; thence along said curve through a central angle of 84. 57' 43" a distance of 59,31 'set; thence Borth 56' 43' 47" Wert 108 feet; thence North 19' 30' East 123 feet; thence South 84' 31 ' 52" bast 120.52 feet to the wetly southerly southeast corner of the Wilbur Bishop, Jr. Tract as described in instrument recorded as Recorders' fee No. 79008792. Records of Washington County; thence North 65' 47' 42" West along the southerly line of said Bishop Tract 75.99 feet; thence South 89' 08' 25" West along the southerly line of said Bishop Tract, 376.37 feet. said point being on the east line of the Wilbur Bishop Jr. (J.B.) Tract as described in instrument recorded as Recorders' fee No. 78043800; thence South along the east line of said second cautioned disbop Tract 272.49 feet, sore of less to the southeast corner thereof; Y,J 7- I, 1 4&7 t- 277d , �.. I � �4'S�� ry n r• �� -r` II it � LWA■ EF \ PLANNING GSUAVF MG ;I ;i ` .- Associate a inc. i DAVID L. DANTZ Planning Director 11080 S W ALLEN BLVD / SUITE. 100 i BEAVERTON OREGON 97005 I (500)640-9410 I l" , ��y ,Q,�i-ems �C G�./o�•�.�-* ,�.-yv--z-. � S� -3 - 1 Y/ C ly CJ A4 All t t'Ity J Cif• oC�; .�y 3 9i 7Y - 4,'a, ,/�`'�/G'„�•,,,/, �"�,2'.E?+•.►r � �..2 Jy �3�—d.T'r 9-/tiriu. — .P.r,��,,,,,..c r ��/S� � �� S%�Qcc/r•rJ �vf lSo�S/ :56 0. 'SU 3[,y 33 ,?.24 Yf5 y5, 13b x(,5 , 00 I 2. 25 ) b (c • 3. vs C, 77, 2-20 ot, X7. 03 UJr 132, 990 ._ 1b'. 50 20.6L 5 5c) 555. 02, o , �,� ,1 1, o '1 . 14 0 y-- 73t),3jo 1, � 0$ , b ° � SS• �0 �J03- ZO Yu7L oLt' FfZ, ° j�9. Cr0 Al/b � Scis. 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