Loading...
13055 SW PACIFIC HIGHWAY 13055 SW PACIFIC I3TGH4vAY T` ..67 \3' T 1 � f �"azl.y,aomsti CJouszt� C3a�a�ora To WHILE You WERE OUT M. of------ e7 f _e7 -- TELEPHONED FRUSHS RETURNED YOUR CALLIN WANTS TO SEE YOU Message_.-.L� pd- 57A By ; . 7 L iww 9 n 9 I i� CITYOFTIIFARV WASHINGTON C.014TY,ORK,ON October 2, 1984 Midas Muffler 225 N. Michigan Avenue Chicago, Illinois 60601 RE: 13055 S.W. Pacific Highway, Tigard, Oregon SDR 22•-82 Dear Sir or Madam: On September 7, 1984 1 sent the attached letter to your attention. Since that time a representative of the builder responsible for constructing your building visited the Tigard Building Department. It was his feeling that the work which he performed complied with the plans submitted and his obligation to yo,ir company. At this time, however, the rear of the property is not properly drain I. Tigard's Building Official, Ed Walden, feels that the landscaper hired to complete the work may have created the situation. Since the problem remains unchanged on the site, it is important that someone with your organization address the issue of drainage and deal with it to prevent problems for adjoining property owners. Please advice me of the action which you or your representative intend to take. Sincerely, it iam A. Monahan Director Planning 6 Development (WAM:bs/0672P) i ��- -- 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH:839-4171 —� ,it�, •.I� i � r+I 'TM' �F�'M w +RNLI 1' J, � T5. ,�`�� A'lll►'• '7"�j,y''` �I!• ,,,,y�, �y},,� �+ 71d�,w y l, 1' y�1, ����}}{"i• N�n"I�..,� �1r ' r t �f 4 `r '' ��y ii,'�i' 1t� :p ,AI�,,,"%j�!!1!t IIA, I{Ilp'"ay i ,�'71MIaI11P'r `��r1yA�'IT ��, i��,�r •�+av,ty ��1��... rrrr4�' �'�,�'; S�fll11��•yeii;36�''11�� �'� ' i ,,'' �4 ur'' /� If 1' ,� I e 'y +jll!! Ni+RIN:" 1. t r{I A." «s t' /y to 1 �r 1 ro " V) it N N Au to a) til to 14U 00 44 ra p 01 w prU 04 a to N ►+ N 0 a p vii O U N u U >1 4 u') � 4-Jtl T ,� .� l c,., It�� �I Edi oi. U G Ur" i., .r, �g i::• r N W Lr) f5 En Ln 0 w r'y)fjf �,�,w�;� W � �1 cd � O � � ►+ � Wr+�'Via �y I u a: UPoe 'hr�d 74 �T, `�, SII bta'T,e ti ?d t i��&t uvr.Y�'d'�s.•,'.�;?L+ __ +1''" ,'.. 4 �y�+1111 �1rr 111,E '��/� \11it}jT'' fi�ilJp, �V�,,. 11 �� �f .•-0 � 4 _� pn�' n1✓ �ri1� �/_7 � i��bi 3y ��„ Ott frF „411 ��`�� Nqf, `.1t�ff)+;lr iJu- �I� `dtl�j a y'v� ;µ11►1s'�l�h �// av, tt �yll� � fr. ' {H i,�g�� r ;fur tip �! q�� � !F ,♦ t � �I�; .c tt r qP �l�} II r fl �+� adUlr pNp; try dy�� oil ' t •� }N � +. ip�}r l' ...ra h� �• r IH tl � I t�'7 ym" '�y�,'; q0 �{� ?�r � � '1 U i �., dti `� Y. Tu" alatIn Mpre Di3fric-.1 Insoocf1on Notice 13405 S.W. Ellig-sen' Road Tualatin, Oregon 97062 mono 682-2601 Building Name�0 A 10 dre6s- Pursuant to Sections) of adopted ender, the following itnm(s) r-quire corremina: a/f 1 A -c' s r Date:Aj In"p-c tnr CALL. F00 REINSPECTION OR BUILDING DEPT. IINSPECTION NOTICE City of Tigard Building Departrnent 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 I Type of Inspection Date Heques:ed •i Time_,/ Address ��"�_> Permit # Owner --- Lot # Builder The following Building Code deficiencies are required to a corrected: i Presented to J_Approved Inspector � — L_1 DINPProved I CALL, FOR REINSPECTION ❑ YE3 Ih NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 j Phone: 639-4171 -f ,� 1 Type of Inspection r— UU't'► 1 Date Requested At r �y�� Timee P A.M. P.M. Address _ 13 V� ,6 �� «'C 1 j4aG' "z — Permit # Owner - /r 1 I ---_—_-----. Lot #----- Builder _.�--_-. ------ ----- The Tollowing Building Code deficiencies are required to be corrected: -- -------- i Presented to _ —_ [ Approved Inspector _ .� _ [, Disapproved Date __�� � _"`,/' CALL FOR REINSPECTION ❑ YES [I NO t � BUILDING PERMIT APPLICATION TIGrkRD DATE THE UNDE"ISIGNED HEREBY APPLIES FOR A PERMIT FORTH EWORK HERFI. INDICATED BUILDER PHONE 779-5 OR AS SHOWIJ AND APPROVED IN THE ACGOMFANYING PLANS AND SPECI FICA TIONS (JW;VER PE .. LOT NO.. =•1.;'1' .a OWNER :1dAS RrtAlty Cit PPQBAL1f RFSS 1.3Q55 1.'1. Pacific 11)d _ i41'rrNAfCTr%1 Tr"507 •ARCHITECT BUILDER rriAtlt?itan (In+Tleral Co"AODRESC I! 1 Tkighland Dr. gi,,) ENGINEER DESIGNER STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION O REPAIR ❑ RENEWAL ❑ FIRE DAMAGE C 1"DEMOLITION N RESIDENCE ❑ COMM O EDUCATIONAL, ❑ GOWT C RELIGIOUS ❑ PATIO ❑ CARPORT C'1 GARAGE [❑ STORAGE O SLABf, FENCE OCCUPANCY ___ LAND USE ZONE —_BLDG.TYPE FIRE ZONE_—_PLAN CHECK BY _ HEAT-,--,--, .-- ! E,rYLc�l, I;rrilialc; (13045 ,� L:i l a5 >?ariEic 'i��^y. t—t. ,inn raar��,------ ..w") all '.1t.{.li inf3 .t 1`1'0.7. 1A?-1-. -- ------- SEWERPERMITN OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT�— SETBACKS FRONT I0AR LEFT SIDE RIGHT SIDE PE.R119 _ _ THIS PERMfr IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUIL .!NG CODE, ZONrNG REGULATIONS ANE ALL APPLICABLE CODES AND OnniNANCES, AND IT IS HEREBY AGREED THAT THE Plan Check w 1 WORK WILL BE DONE IN Ar.;CORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 1 WITH P'.L APPLICABLE r OOES AND ORDINANC ". (HE ISSUANCE OF THIS PERMIT DOES NOT WIUVr- Subtotal RESTR!CTIVE COVENANT S. CONTRACI OR AND SUB CONTRACTORS TO HAVE CURRENT CE ) IUSINGSF f LICENSE.SEPARATE PERMITS RE(A.IIRED FOR SEWER,PLUMBING AND HEATINj. State Tax SDC— Total //w/1" F' �` I -CSL• �1e!1c� 1 /C��'Q_f IjEly / —� PDC# AP 1CANt OR AGENT ) Q Approved - -- Receipt No. ADDRESS p 0 NE e'4// l I 3 IWO DATE INBP. 7'YP6INBPECTION REMARKS PLUMBING DATE Contractor —� Perml*No. 921 Rough-in – �/�•�� ------ Fixture 7'or4 Final HEATING _ Contractor Permit No. Gas or Q;I ---------- Rough-in Final BEWEI — ~– Finaf ~ DRIVEWAY Final _— Storm Drainage (Rain Drain)Final Sidevvalit Curb&Street gird _ Approach PLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY r:ERTIFICATE OCCUPANCY Final Lands aping Zoning Final ■r >6r >.► rr F BUILDING PERMIT APPLICATION TIGARC DATE_- THE UNDERSIGNED H::REBY APPLIES FOR A PERMIT FOR L WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. t 14 OWNER PHDNE , LOT NO. S,OWNER � �� 9r, l4rL :Y CCMADDRESS , r, 5rFifM� c , _ -_- �3 LIntl }cot t"C'is.,tt yrs ,r.n. Co" .r.. 747 Ilighlawl A:Yr. 4 �,f�NgINEER 21 -7 BUILDER ADDRESS -� _.---_ � � � '� ��7 '310 STRUCTURE L?NEW ❑ REMODEL LJ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLI rION D RESIDENCE KXCOMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLABU FENCE OCCUPANCY T' 4 LAND USE ZONE _t` r7 BLDG.TYPE __ —_-FIRE ZONE. W _ PLAN CHECK BY it HEAT --- Sift` Oork. knclfi�iin '�;radingt -paY1R'-jI conc.�w)rk st:t)I`1"t i sayliLr?Jry .`rwebr ------- --- ' tins S xr'r t tion 3}•nt r n, All ;)mr plariB >" Cctir- _ -- SEWER PERMIT# OCC.LOAD _FLOOR LOAD HEIGHT "' NO.STORIES '_ -_ AREA ' 'r'NO.BEDROOMS VALUE -3,, ='6 j BUILDING DEPARTMENT SETBACKS FRONT -e`E' P1 REAR LEFT SIDE RIGHT SIDE Permit _ THIS PERM:T IS ISSUED SUP.IECT r0 THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZO'4ING REGULATIONS AND ALL APPLICABLE CODES ANn ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check '� WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPErIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal_ _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY PUSINESS - - LICENSE.SEPARATE PERMITS REOUINELI FOR SEWER,PLUMBING AND HEATING. State Tax SDC- Total --:-- 1 -c" 1 •a �2 [{�°�," Q �- -------- PDC# A P ICANT OR AGENT By Approved Receipt No. ADD � ---- - - t Ilf i N i�(r' I IV DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. Rough-in --Fi �-�--- Fixtuere T- Final --- ------ - - - HEATING --- -�----- - - Contrartur Permit No. _ - - f;af of Oil __--- - R ough•i n v � SEWER �'-- - - --- ---- -y Final - DRIVEWAY --- Final �^ Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final —ILi — Approach t3LDC;. DEPT. FINAL TEMPURAR— v CERTIFICATE OCCUPANCYFinal CERTIFICATE OCCUPANCY - - -- ---�--- i_�` _ I Landscaping Zoning Final Nj BUILDING PERMIT APPLICATION TIGARD DATE__- ___� '' - 4186 00 THE UNDERSIGNED HEREBY APPLIES FOR A PFFIMIT FOR THE WORK HEREIN INDICATED 3UILDER PHONE )__, �T13 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICA(IONS OW:"'R PH NE LOT NO. OWNER .')idas nzanlxy f.�Or,JOB ADDRESS 13()55 S.Is. P+�riflC I . --- ;.tF+dford 97")01 AFiCHIt �i Md L.ir►rd ' ENGINEER _ BUILDER ''raut7lin Cie?'neral ConknDRESS 717 lije.ThlanI ter. f"nEsIGNER_.-213 _-- STRUCTURE Ll NEW ❑ REMODEL _ ❑ ADDITION_ _❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE C7'•COMM L EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY '"a LAND USE Z014E "`�-_ BLDG.TYPE' �' FIRE ZONE PLAN CHECK BY _ HEAT -� "0111trucIg n«to re:.lir. qaragn -ki! :.nr p].,aas cn:''. — x'lu�nt�. — - J M�rw«11MI►�-- SEWER PERM.Ty --- OCC.LOAD FLOOR LOAD —) HEIGHT NO.STORIES l AREA ,_� NO.BEDROOMS— VALUE —BUILDING DEPARTMENT SET BA(,;,-, FRONT } REAR 102 LEFT SIDE I RIGHT SIDE — — -- = Permit 00 _ THIS PERMIT 1S 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 1 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE .t713.0 tl WITH ALL APP'_ICASLE CODE i AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPA.IATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. State Tax Total 3 6DC - ~,�''lL � __ �L�C>tiri'��Q E-•tf e�t� • PDCp All ICAvf OR AG N7 I Receipt No. AODRE38 �P�prol__ed _` rl+ --J i t DATE INSP. TYPE INSPECTION Y REMARKS PLUMBING DATE t� / Contractor Permit No. -, Rough-in ro vn ��1 ���� Fixture Final HEATING — —� �– Contractor �/_ `c _ Permit No. 71 Gas or Oil — – nough•in Final SEWER – Final DRIVEWAY Final Storm Drainage I (Rain Drain)Final Sidewalk —� Curb&Street Final _ Approach –_ �— BLDG. DEPT.FINAL TEt•11 o ARY CL'RTIFICATE OCCUPANCY C'_RTIFICATE OCCUPANCY r Final Landscaping a 1 BUILDING PERMIT APPLICATION TIGARD DAT THE UNDERSIGNED HZEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHON[rI-__ r? 0 AS n r )MPANYING PLANS AND SPECIFICATIONS. OWNED F' ')r,�_ �_ � _ OR A�SHOWN ANO.4PPR01 EO IN TriF AC. C LOY 0 epi 2 9 - O:trJ�HI 4QV JOB ADDRESS,1 _05 r�w- 24046114c,_4``t _— _ �� Q ��� 97,6, ARCHITECT T G.N C� ��7I j � VI P. ENGINEER BUII DE1A� Mwh ��ADDRESS DESIGNER •� �_� STRUCTURE ❑ NEW ❑ REMODEL Cl ADDITION_ ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE XDEt�OLI T ION -RESIDENCE r-; COMM ❑ EDUCATIONA.L_❑ GOVT ❑ RELIGIOUS Cl PATIO ❑ CARPORT JeGARAGE ❑ STORAGE ❑ SLABO FENCE OCCUPANCY =.r.IJ1ND USE ZONE �+ BLDG.TYPE _,tjN__FIRE ZONE_ _PLAN CHECK UY III to ��o4s I$OJT7 q 1 Po MI I%, N wee 10_ - --=- POWAW't -A SEWER PERMIT ------ OEC.LOAD FLOOR LOAD HEIGHT - NOS.STORIES _ AREA N0.BEDROOMS "' `VALUE BUILDING DEPARTMENT _ SET BACKS FRONT ft REAR r__ LEFT SIDE _ RIGHT+SIDE Permit l:- d0 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZOP1'NL 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 COMPLIANCl WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVs Sub-tatal RESTRICTIVE COVENANTS. CONTRACTOR AND SU8 CONTRACTORS TO HAVE CURRENT CITY BUSINES: LICENSE.SEPARATE PERMITS FIEOUIRED FOR SEWER,PLUh1811"r;AND HEATING. i:irate Tax I -- �.�-_...,�.�!._ SDC— Total _�.�' &0 PDCJt APPLICANT OR AGENT By Receipt No. ADDRESS —� — PHONE -- Approved SDC - PDC - S SEWER CONNECTION $ _ SEWER INSPECTION $ _SEWER SURCHARGE 014G�,1ur�.-AV" BUILDil`JG PERMIT APPLICATION TIGARD 011TE_ �'_IL-__-_.l4k 'THE UNDERSIGNED HEREBY APPLIES FOR A PERPAIT FOR TI iE WORK HEREIN INDICAT ED BUILDER PHONEW-S'700 OR AS SHOWN .AND APPROVED IN TNF.,-,CC�OMPANYIN+G PLANS AND SPECIFICATIONS.7/4 or E PHONE 'No. angel-Alopi 0"AiNER 1441 *s QeAvCvtB ADDRESS - r--�.F - far s //''!! _� o . ENGINEEROR ��� EUII_CER 'Ia1� 1'lr1aN\'�CN�1��N�M�AODRESS iIfi '��----- � _w_4 64 d� STRUCTURE T,XNEW _❑ REMODEL --_❑ ADDITION-.- _❑ REPAIR- ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION Q RESIDENCE X COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS G PATIO ❑ CARPORT ❑ GARAGE G STORA 'E ❑ SLAB❑ FENCE �� ~^— FIRE ZON __PLAN CHECK BY _HEAT O%C.uPANCY r _' _LAND USE ZONE �r __SLOG.TYPE`_Jv__ _E__-_ _ • SEWER PERMIT N u OCC.LOAD F:OOR LOAD •"— HEIGHT_"" NO.STORIES "" AREA AgNO.BEDROOMS VALUM U94f BUILDING DEPARTMENT SET BACKS FRONT t! AN REAR - LEFT SICE RIGHT SIDE P-3rmit AWN • THIS PERMIT IS ISSUE b SUBJECT TO THE REGULATIONS CON'Ail4LJ IN THE: BUILDING CODE,7OP1 N' ' REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEHEdY AGaEED THAT THE Ian Check - . WORK WILL HE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIV: I Sub-total _ "� RESTRICTIVE COVENANTS. CONTRACTOR AND SUS CONTRACTORS TO HAVE CURRENT CITY BUSINES! I tatteo Tex - LICENSE_SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. :., SDC- TotalAP -- ---- ---- - - PDCJI PLICANT OR.AGENT BY Y�-- -- Receipt No. ADDRESS PHO'JF- -.___---------- Approved SDC PDC — S SEWER CONNECTION pip- 3E l�' $ —_7 =- 3 E J E F I N S P E C T T O N 5EWER JURCIjARGE 400w 0G. BUILDING PERMIT APPLICATION TIGAH ] DArE_LI�.� Ism h THE UNDEHSIGNED HEREBY APPLIES FOR A PERM I 17FORTHEWORK HEREIN INDICATED BUILDER PHONE 771n-1 200 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATiONS.7/# OWNERPHONE 7¢ �Q_ //��� LOT HO.�LCwL�� E44#122's CA JOB !3 (' _.{�1_ I�C.f�+J�-^--�/6ti�i�CTk L 7 EN( ..I GER 1 n ti'/ l.(!n'' ADDRESS �y (��'MI (' , f'•e„11 aINE� CSR 2�� �fl ��.� Q� ;TRUCTURE NEW ❑ REMODEL rj ADDITION ❑ REPAIR Cl RENEWAL ❑ FIFE DAMAGEY ❑ DEMOLITION I7 RESIDENCE COMM C3 EDUCATIONAL ♦❑ GOVT ClRELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE i;uFANCY .LAND USE ZONE _]!•" _SLOG.TYPE. 7k_FIRE ZQNE��PLAN CHECK BY HET 1- e�R. 141 vti. _ ____- --- ----- — S_E_WEH PERMIT k _ _ _-----•---- �_ ------ ---- -- OCC.LOAD /& FLOOR LOAD OV HEIGHT 110• NO.STORIES AREA y I_ NO.BEDROOMS — VALUE/00�00 BUILDING DEPARTMENTSETBACKS FRONT 'D REAR /02. _LEFT SIDE Its RIGHT SIDE Gt 111irmit + # 6d THIS PERMITIS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZOPL'NC P�I ' REGULATIONS AND ALL APPLICABLE CODES AND ORUINANCES, AND IT IS HEREBY AGREED THAT TH4 Plan '�w WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN --UNIPLIANCF WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIV: i Sub-total S 7•�Ip RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CIMPENT CITY RUSINES_' t---- LICENSE.� LICENSE.SEPARATE PERMITS REQUIRED FOR SFWER,PLUMBING AND HEATING. Mate Tax /r _ SDC— �A (total _ .f"0• 3z_ /�(lSr"` `!e> i - ppm APPLIC O GENT JJ,[� b - _RY Receipt No. 473 C� �ft l�i lyt. �iA. �Toh .2ep -/, Appy ADDRESS PHONE SDC — k PDC -. SEWER CONNECTION SEWER INSPECTION $ Af SEWER SURCHARGE $ �Cp.ICl��t� 6�_ SDR 8•2'1•fbt _ g•3o'S L /yI;I��,�r,Q '(J� r�R...� S�t^� •a�'w��°�—`�-�'�`���'S .�t "ID ) An IC bIdlilimbilil!Company Midas Realty Corporation Subsidiary of Midas International Corporation 2555 Chapman Avtnue Fullerton, CA 92631 September 9, 1982 (714) 870-0411 FEDERAL EXPRESS Mr. William A. Monahan Director of Planning & Development City of Tigard 12755 SW Ash Tigard, Oregon 97223 Re: Midas Muffler Shop - SDR 22-82 13055 SW Pacific Highway Dear Mr. Monahan: In response to the Final Action Staff Report , Midas Realty Corporation has amended the building plans to reflect the conditions stated in your September 2, 1982, letter. These amended conditions are: 1. Landscape plans now reflect the unimproved area to be graded, seeded, with all trees in this area to remain. 2. Demolition Permit to be secure'. 3. Access: Per Oregon State Highway Division, the depressed curb approach size is 40 ft. with two (2) four- (4) ft. transition aprons. Se, Sheet G-1. 4. Site drainage will be contained on site per Sheet G-2. 5. Public right-of-way improvements will consist of new 8-ft. sidewalk, 40-ft. depressed curb approach with a 7-inch Type "C" curb. These improvements are per the Oregon State Highway Division . See details 1 and 2 of Sheets G-1 and 2 for design. 6. Public Improvement Band of 100% of improved cost!, will be posted with the City of Tigard. These revision items are shown on the attach 2 plan sets for your Immediate approval.. Being '.hat the right-of-way improvements would be the final items constricted, Midas is requesting that the ctry of Tigard iF.sue 1 x ��► yl Ar, i Mr. William A. Monahan September 9, 1982 Page 2 Building and Demolition Permits to begin construction while the necessary documents regarding the limited use easement, sidewalk purposes, are executed Time is of the essence. Very truly yours, MIDAS REALTY CORPORATION Michael K. Lynch Western Region Construction Representative Encl. MKi,:mb cc: T. 11. Thyc A. J. Lopatka F. W. Jeiininrs CITY OF TWA RD �. �. WASHINGTON CMRl RECON RECEIVED SEP — 71982 NOTICE OF FINAL DECISION 1. The final decision was filed by:__Planning Director __ Concerning SDR 22_-82 on Septp-mber 2, 1982 Case Number Date 2. Name of Owner: William E_ Richardson, Jr. 3. Name cf Applicant. frank W. Jennings/Minas Realty Cbrporation Address 2555 East Chapman Ave. City Fullerton State Calif.631 4. Location of Property: Address 13045 & 13055 S.W. Pacific Highway Legal Description 2S1 2BD lot 3100 — 5. Nature of Application: Site Design Review to allow construction of a 3,612 sq. ft. building on 22,588 sq. ft. in a C-5 nighway Commercial Zone. 6. Action: Ap ,oval as requested t ^ 1 Approval with conditions 0 Denial 7. Notice: *Notice was publirstied in the newspaper & was mailed to: C1The applicant & owners [:X--] Owners of record within the required distance F] The affected Neighborhood Planning Organization F] Affected governmental agencies *If there are questions regarding the names of the persons or agencies who received notice, this information is available at the Planning Department. R. Final Decision: The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Director, City of Tigard, City hall, 12755 SW Ash, P.O. Box 23397, Tigard, Oregon 97223. In the case of a decision on an application for a variance, the applicant, must acknowledge this form and r^eturn it to the City of Tigard, Planning Director, before any building permits will be issued or engineering approval given. p� _ _ 7 f� � .11 ature of ApFlican or Applicant s Agent Dat9�— � s � �. Appeal: An appeal d has been filed a has riot been filed. Note: Any pa to the decision may appealthis decision. P}XM(?{}9{343C 10. Questions: If you have any questions, 'please cal]. the City of 'Tigard Planning Department, 639-4171. �I �e w■r � � gar s � � FINAL ACTION STAFF REPORT SITE DESIGN REVIEW TIGARD PLANNING DEPARTMENT 12755 S.W. Ash Tigard, Oregon 97223 DOCKET: Site Design Review SDR 22-82 Midas Muffler APPLICANT: Frank W. Jennings/Midas Realty Corporation 2555 East Chapman Avenue Fullerton, California 92631 OWNER: William E. Richardson Jr. 7231 S.E. 34th Street Portland, Oregon 97202 SITE LOCATION: 13045 and 13055 S.W. Pacific Highway (Wash. Co. Tax Map 2S1 2BD Tax lot 3100) . REQUE:T: For site design review to allow construction of a 3,612 sq. ft. building on 22.,588 sq. ft. in a C-5 Highway Commercial. Zone. PREVIOUS ACTION: On July 22, 1982, the Hearings Officer approved a Zone Change on the property from C-3 General. Commercial to C-5 Highway Commercial. SITE PLAN/DESIGN REVIEW: The: applicant is proposing to construct a 3,641 sq. ft. i building to be used as a Midas Muffler shop. The site plan proposed by the applicant meets all setback and dimensional requirements set forth in the C-5 Highway Commercial. Zone. (Reference Tigard Municipal Code Chapter 18.36) . The parking requirement for the site is seven spaces. (one space for each 500 sq. ft. of gross floor area. The applicant has provided 14 spaces including one handicapped space. The applicant is proposing a new 30' wide driveway access to serve the site. � 1 he applicant has submitted a landscape plan. However. , the plans show the back 27.65 feet of the property as an "unimproved area". There are approximately five large trees in this area which staff feels should be retained. in addition, staff would like the applicant to submit additional Landscape plans for the "unimproved area". lk.r applicant is proposing to tie into an eight inch sanitary sewer lige in S.W. Pacific Highway. Water is available through a 12" water line in S.W. Pacific Highway. The plans show site drainage out to the curb under the sidewalk. A complete site drainage plan should be submitted to the State Highway Divesion For approval for any work involving the Pacific Highway right-of-way. V cific H _ghway is improved to C'ty Standard with the exception of the dewalk. The sidewalk should be eight feet wide in front of. the Site. 4 STAFF ACT10N: Staff recommends approval of. SUR 22-82 with conditions as fo;lows: 1. A landscape plan for the unimproved area shall be submittF-d to rind approved by the Planning Division prior to issuance of Building Permits. 2. A demolition permit for removal of the existing buildings shall be required. - y 3. Plans showing the new proposed access in relation to existing 1/? accesses shall be submitted to the City for review by the State Highway Department. 4. A site drainage plan shall be submitted to the City for review and approval by the State Highway Department. S. Plans for improvements in the public right-of-way including an eight foot sidewalk along Pacific Highway shall be submitted to the City of Tigard Engineering Division for review and shall be approved by the State Highway Department. 6, s ted PREP/ D BY: Elizabeti A. Newton APPROVED BY: William A. Monahan AT Associate Planner Director of Planning an.. Development S;'lY1i-F MXORT SUR 22--82 J APPLICATION AND PERMIT TO I _ Approach Perni t No.HIGHWAY DIVISION � - y CONSTRUCT APPROACH ROAD 27848 Name and Address of Applicant Applicant hereby applies to thi. Hepartinent :uni State ^ I Tighway Engineer for permission to construct an ap- Midas Rea' Ly Corporation 2555 Chapman Avenue proach road connection to the westerly side of Fullerton, Calif. 92631 the Pacific Highway Attn: Mr. Michael Lynch No. 1W Washington County, at Milepoint -1.143_ Highway Engineers Station as described herein. Special Provisions Map Reference8=22-� 1. Current Rules and Regulations governing Approach Road Permits as adopted by the State of Oregon, Department of Transportation, Highway Division, are by this reference made a part of this permit. Copies of said Rules and Regulations may be obtained from the District Engineer. 2. The approach(es) shall be constructed in accordance with the Type 4 _ Approach Road Sketch attached hereto and by this reference made a part hereof. 3. The following additional drawings are attached hereto and by this reference made a part hereof sheets G-1 and G-2 of Engineers_Drawings 4. Facility served by approach(es) Muff-ler-shop -- 5. Construction of the approach(es)shall commence on or after September 1, 1982 ,and will be completed on or before August 31, __ , 1983 _. R. Applic-int or his contractor shall notify the District Engineer at 2131 S.W. Schol 1 s Ferry Road, Portland. Oregon.. , phone 229-5002 prior to commencing work and after comp!eting construction of the approaches) covered by this permit. 1. A $1 ,000,00 performance bond and liability insurance are required. P P -- • �' " _ _ _ Recommended fora royal: d� District Engineer v anal Engineer Applicant declares he is the owner or lessee of the real property abutting the above described highway and has the lawful authority to apply for this permit. This peri-lit is issued subject to the terms and provisions con- tained herein and attached hereto; this permit is accepted and approved by the applicant subject to said arms and provisions. Applicant Midas Realty Corporation DEPARTMENT OFT NSR RTATION 13y /_ {�( <,� ,i';�li� UTIUIY PERMIT SUPERVISOR 5 . 2,f�2 SFP 14 t�o�, i Q L � i ' � t•J td 1c, i i c w ft 1 8 u u a r i a m u _ MW i. ,� IUfli_ fl � ID RU � fl � � I � � �'� O �� C � � OiI DiS1� iCl P O. BOX 127 0 TUALATIN, OREGON 97062 • PHONE 687-2601 MIDAS REALTY BUILDING (NEW) AUG 4, 198" 13055 SW PACIFIC HW TIGARD 1777— 1 253C--276-000 Dear Ed Walden; Bldg Offc. , This is a Fire and Life Safety Flan Review and is based on the 1979 edition o-� the State of Oregon Structural Specialty Code and Fire and Life 'Safety Code (UBC ) and the 19791 edition of the State of Oregan Mechanical Specialty Code and Mechanical Fire and life Safety Code (UMC ) and local ordinances Hardware for all doors required for egress is required to be / crf a simple type having no provisions for locking against V egress, with obvious method rt operation. Flush bolts Other than listed automatic are not acceptable. UBC Section 3303 (see exception ) . Surf,.ce flame spread rates of walls and r_ei. lings, minimum ✓ requirement: Stai Malay 2`5), corridors - 75, other rooms —200. UBC Section 4204 All exposed insulation materials. including facings, shall have a maximum flame spread rating of 2`5 and a smoke denq.ity not to exceed 4170. 1JBC Section 171E30:: ) . Thermal insulation shall not: be installed within 3 inches 1 of a recessed light fixture enclosure, or ballast and shall not be installed above the fixture as to trap heat. UBC Section 171(3( 4 ) In all buildings where flammable liquids are Used, exhaust / ventilation shall be provided sufficient to produce four yr air changes per haus. Such exhaust ventilation shall be taken from a point at or near the floor level. (UBC '705) Offices and waiting rooms adjacent to automobile repair or storage garages shall be provided with conditioned 1/O air Under positive preSSure. ((.IBC 705) w tfl [ � M URR HU PRUME EMU I7 P O BOX 127 A T:IAIATIN. OREGON 9'7062 s PHONE 687-2601 Devices capable of igniting gasoline vapor shall not be installed or u ,ed within 18 inches of the f t oor• (UBC 708) Buildings used for the repair or handling of -iotomobiles operating under their awn power. V ,hall be provided with a ventilation system Capable of exhausting a minimum of ore CFM Of air per square foot of floor area (UBC 905) Approval of submitted plans is not an approval of omissions or oversights by this office or of cion-compliance with any applicable regulations of local government. Siere :` Qene Birchi 1 Fire Prevention Bureau J � � 1 I I I I ^ W33WwWW W ZAZ (n z(nlnzzzz z Ln 7020fJOONO00000 7 7 .z zOOz x zz h I LI .. c m I n N u d L .. D I o Y a o f N Ea d LL I a. + o u J d d (n m O(n u u u u Y >a Y W J .�+ .n ,n t N T d u, I .+ N dIn a00 _IOTv llw :nL u z l O N(f Q u L N N u J J J '+ L rn m a In d v d a IL D o Y Y r I N U) m F � Y www O C C L I. (n N d d In m D Y u d N +r w w w 0 0 0 6 m w L (n Y m N U I N m E (n r >W ¢ 0 0 0 ]U t J W w In W I t^' O W Y Y V G O ,U d > d +. d 1 h 1 U O W w 7 ] ] Ul Y t '+ L O f+Y m u C) 1 () m O T O L t t > u m I u m UI In UI N d � d r I. I, m tL W Q Q (L 1 C) t L 3 t m 0 .' d a � •m+Y d a ++ L U d d t d E L L C9 [ n E t iL I m Y O .• J] t d d d .. T a a m C L C C a. ,. m l wu m E m E m 341 c. t- H zU1T ¢ 6 'e,� YY LL I7 W d ] O m ru a Y m Y S 2z (nz ¢ d3 zlL rn N 3Q V I r Q N .0 f`m R V1 o (, co Q' (011 N N N N N N N O f I 1 I O 111 LU ZZZZIz z ZZ ro zzzzz7z00 zzzzz m > d d a W W ¢ L M m n E mm Y) o z � v,u, m (J, V V cl In W U V D N N Z Z I > T_ ] ZZO ¢ ZW zwwz 4z IT ZW I d L ¢ 000 ' z JO QI- 1 r'1r10 -+ -� O000o00 = Q i n olA a N uU3Cl W z £ Lr) Z ' }_ I :, U Y 11L Z I .. .. .. .. .. .. p I F Y Y C Q c C C 0 1 d n CL LL 1 E t r . 0 a 3 a IM d d d L L C L O L d s a Y a E 7 a O m N a Q I .Oi o h F- 1- C n d Y d N L I L L E >•d<L Y .. Y a. c o o n m I Y -w N I InzVln m Dn ^ D I V O.+, E N N ]H w Y L L d d rT C E LL t T r u O, d - ^'•' t7''+ tT O ] 7 c d .. 7 r Y [ c o c d N � Y d a m E E F v L - v s N U O L O'd N UI m m d v r d a C D L L L L u t L n LL LL m L N 2 a > > 7 '+ O L V, u 1 m m m m Y m m z i c > N d d ul a. Y ] O o w .. u Y F- E W I ] m ] 7 O 1 0 or > a L L L u & o m N m 7 D m to I ¢ ¢ ¢ (N 3 0 U H I u u U V hT• C O O ] ] N r C C In C Y > m I I tT L �� ^ .. .. Y L lL d ..+ L .. C „LL .a N r7 Q N ,(j(� m�`O V I L t L Lu +, I O b w V• d Y d d ] N m C d ,+ J3 ,•� Y d a: l 0 0 0 0 ] m Y +• r- C Y .. N -, +' E -• c L N �+ F- - O O �• d o .. u 0 a r1' m ] Y n a 0 Y c d m w Ul I ILLLmmlLWm In zmtJO�-• u3 D I v V I -.Nr�d In,OhIDR - —- -a - — —W— NNIla d N 1 In d l mN+W „ e 1 N I I LLl d o I O - J m l Q I LL m u N I R O Ii c z O Z o n I c l L I 1 m n n o "� a 3 0 1 v I 1 .. . . u . 7 = (L l ¢ I o f n d u u J „ O m l 7 1 a' I e. i L 1 L O d L y_ W N 1 3 O I d I r l (L I o d J) d N Y '+ H a. I W L I c d l H I I u o N a y r 7'9 ^r O j 1 I D , O d t- t LL V I Z Q I L m l I d l �'O L a m L a 1 r I O. z 1 m l E I Y O L -+ c �• o I L I m l �-• •0 d •-+ � m �� v dN m ma .o u L I I z CI I a N I I z t m v, > N L V o a S S E E Z a• 1 .'t I .. LL 1 u • z 7 7 c a I I r] z l r L l N I N I [C A m O Y m o ] d F Y C IL V rn L -• N lJl[7 m L m m H 7 1 E I •+ I a In •n d V ] d u ^ 7 1 m l LL U 1 7 m I I I d l m l u n N d d m a a u u u m u o z I I z I m'+ l u c l N I C I a N N o 0 C v + u N O d d N Y O 0 l a l 1 V In I u m I 7 1 3 1 � -+ N L L Ul d n m m r t m C. o u l Y 't Q I OL'. I m 1 O I L rl NU (L 1100 0- EnML V CL H i c 1 00 u l h a m I U.. i a 1 OI 1D 1 43 � -' Nrl It b-) PmR o � NI'Idlri�or` c+RO•+N fY rY 1 7 1 ,0 N I U' In .. -+ .-... ., . .. .+ .. ..N N N v LL 1 u 1 N m 1 m N v O z 11 r. H I O I 1 1 In N v I I V O I Q V rJ ¢ I N I M I Q t7 V > I Irl I E J V ILLI. J Y 1 1 N I L V v v Tigard Building Department PLAN CHECK REPORT '3)*At 7_46-02 V Building �` �'�A� LI� L /'?�.--, �_ Permit# A ri ri r E s s Aviv__ — Occupancy A-4- Building Type $ N Land Zone -.-C'y Fi_oor area B. — 1. 3G'�f _. 2. ---- Other T o t a l A r e a '9 3 h 0411' fe Allowable Area /OD _ _-_-_ Allowable increases _ • __ __�_ __ Occupant Load _ sq. rt. @ _ sq. ft./ occupant= _ _�- �•Z AMWq. ft. © sq. ft./ occupant= -�• f .? sq. ft;. -sq. ft./ occupant= Other Total load �, �o t'- Value z4f __ sq. ft. 3 sq . ft._ --__ 0,1 frpj -_�_/40110�• Permit +Plan Check _ . `s • t dl,�l� e�+'�•��r► Rvw*{- ,, _ 17.M. .. Total — -- ' Q�• a W.P Sewer _ acres= __9_ - 0.L' - x b :-r 0 = - -- --- - -------- Surcharge Insp. Fee _V__�_ Total 870 parkingSpaces cad 50. 00/space - _34d ' o m m e n t s • _�A C 'y ��1 i �7'!Q�'! _ '�..__g O 0 A�o•�' - -- ?•2a-8t CDA S CIS. �� Z r�,►� TRFD �d 70,x pl.C' Z�3• 9 Y@ 16° X z .tt z 14�-�Y �o 4, Pt Effin Y s � , CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 47223 RECEIPT DAT:::_1 _tZ.p - OUNT:S j :r DOLLARS � NAME: y T " 7 fJ� ---- — --- -- J�'L' Z( ASH . ADDRESS: - Y k, _ CHECI{ -(/ Ilri_ .A ca J M.O.: r OF ACCT. / PERMITS SURCHARGE AMOUNT SEWER BILLINGS 40-364 __ S BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 —� S _ MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONAEC PON 40-363 SEWER INSPECf10N 40-365 SYSTEM DEV. CHARGE 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV. CHARGE #2 30-368 ZONING ADJUSTME TS 05-362 -- ._ (13-0.1537560 . . _ \n TTALS �1P. ��DVjpp� RECEIVED BY: a f n p Lf 37� DUl PERMIT NUMBERS ASSIGNED: Number Amount Number Amount Number Amount pC�►� Ls 7o - 71k RD RECEIPT # .11225 PROPRIETARY DESIGN M E M B E R THIS DRAWING AND TNI MATfMNE A1 rONTAIU TETEREIN Structural Engineers Ain THE PROPERTY OF EDWARD uNDSKOG MAUCTURAI Association of California ENGINEER, AND SHAu NOT sE Rlvw�DlEl ED. conn w orwnm I DISEOSID TH DIREcnT ,s INwEEcnt Aso EDWARD LINDSKOG American Concrete SHAII NOT EE USED IN W"Olf OE IN PART TO ASSIST IN Institute THE MAKING of OR POR IHE RUWOSF Or FUnwHING American Society ANY Pot"..A"AR1A"0r PARTSHIMQEEUE WITHOUT I"[Full CONSULTING STRUCTURAL ENGINEER of Civil Engineers KNOWEIDGE AND COWN1 Of EDWARD EIMDYIOO. STIIICTI1RAl EM.INEEE All FATENTAREE MATIRIA! COM TAINED NEW.AND IN OWAIM WITH EDWARD i)NDSKOG. STRIECTURAL WIGINIff RHAII EE THjrN WfRTY Or EDWARD 921 E. WHITTLER BLVD. L~Or,, STRUETURAI wGIMRIR LA HABRA, CALIFORNIA 90631 12131 697.7301 CALCULATIONS FORo MIDAS REALTY CORPORATION 222 S. RIVERSIDE PLAZA CHICAGO. ILLINOIS 60606 PROJECT e 43' X 840-8 BUILDING FOR MIDAS MUFFLER S. W. PACIFIC HIGHWAY TIGARD. OREGON 1 i OREGON w�RD LINDS�`�IG DATBs JULY 14, 1982 MALMO ■ MIDAS REALTY CORPORATION 4j• z d4•-a BUILDING I NDT_sX TITLE &HEFT NO. MATERIAL SPECIFICATIONS 1 ROOF FRAMING 2 MEZZANINE FLOOR ? COLUMNS 9 MASONRY WALLS 11 HORIZONTAL FORCES 16 FOUNDATION 20 w w By OATS .. SUNJECT �DP1j SHEET NO I. OF 10 CHKD. By DAT. JOB NO _ .... h►N�RIAL ��P'EG�FtiGATIo�1S ROO F (may 1,/� 57i�Vc. L DIZ Wig" CJD-X RAFTS Q 2- 4-)e 4u I2 4x 14 4-)< 16 GNU-L NM BM : D. F. Go"B 1.4- F RCINF je" ; ASTM A615 &R, 4o C,0QUe-TE F = -10Geo Ps CONCRETE KLor_< F'M = 1350 Ps STR U C 0 Q AL SMEX-= .: A STf'1 A-3 6 PIPE C OC:S. A 53 GR . g iQl_C___�� Asoo &;- . B SoiL iWC, S�, = Isco p4 ® 1,8" pEVT�4 �_ Ugc 199 _`a E I SrA1 C_ A- a � SV _ DATE......... SUBJECT ......... ............................................... *MEET NO i^ OF CN K O By DATE ..........I.............................. ............... ............... JOS NO . ........ ... . .......... ...................... . ........... .. ........ ..... ................. .. _ -1 ................... . . Root F=�ZPcMtNG s g!a d tet, r 6,-11 -D-.F--W! j 6x 14- D.F OL i P..4. D.F 02- 4x14 D. 42 '! t 4,16 DF• W12 1 co P-1. v' f' Z P-3 <r i _ r4 Ll t Ca C31 G] I(0'-4 SID w w # im AM 2 By DATE SUBJECT . SHEET NO 3... OF C-NKD B♦ DATE ....... ..... .............. JOB N R-2_ R 00 LOADI t-ICr RAFTER 5 PURLI�4 Q�MS RoDF�NG- 3.a 3 .0 3.0 pt.y R KF'Te2 s : 1 . 0 1 0 • d PUIZL-11-jS - I.S i •S (SEAM s — -- 2.0 1NSuL. 1.0 10 1,0 �6.0 I0.0 ,L .. 10.0 2.0.0 16,0 lit 1;AF�Tazs : (sem sI�EET R- �� 393 21� i USG �.x4; . Q.> t,15 N 9- 1 C 14 O.C. vi= - D,F. U5E 0. C , •0'x rr�. a3 . FLT . : 1.ca bF. W 16' ° 1 .45.►.ts - 14'1 O.G. JLPUMRM ., DATE.............. SUBjCCT SHEET NO. OF SY............. ................... .. .... ............... ........... CHKD dV DATE .106 NO . .. ........ .. . .................. ..... .-. ..... .. . R 7.3. ........... ...... PUR�I�JS w E/1 = Z51x 15�� - 7. a9 iK J 4- s= X3.8 f'I = 1sZ.xw,�a - 3. 631 USE 4-,. 14 D,F S= 13.6 3� ►�- = g7.�.. i�� �� �. 1.50 ,. IAS S= i o1,4 2-51 19, 19, Y) 'K USE 4 .Cl(, D. F. 19_37x2 , a 1 I 4- N- S f3^ DATE SUBJECT SHEET NO .. OF lit If .... JOB NO. ... R 4~... _PvR�►�! S � �rorrc) L o,PvDvt l G USE I b � l-L �TR►B. hREA �.C2a � 14 x alt g I) = 3 L= �s '-o = 306 i Sl/-3 vsE 6 xit D.�'. 1 I-SK i,Ls s- 0 VSE s1"1.5' l� �ro�lrww wwww w -1 -illl m By pATF SUBJECTGHEET NO \JOF r F1KC Nv pATf JOB NO ROOF 6Ef'cNS : Ra- 1 L t 59 'a S i s1. . 3 D. F cor14. 14 1.4.0 1.2 5-,.c ,90 12$ , h . 4 X94 125 Psi � l 6S ak Zx ' � X91 1 r CAMBER'. � s 59$x 16� x17La (t tL L L) 4 = " I•-a; = 1 . 41 384 L491 (DL CAM6M tC.= 110 )c 1.4-I x I.S = • 813 L 5E CA-"Bw I ALT. Rb-I s13 .� ilts 3-19 „' ALT. 0 , USG Bx i4 D.F. Q v= �. 433K N 1 3 K .1'g3r 69 .5 At 131 . 257 1 F� 89.57 US+~R 6,< (A- 'D. F. W C- � i (wEa c.. RZoN F1 - 3.13� KC IIIIIIIIIIIIIIIIIIIE BV oA.TF --- . SUBJECT ....!.. SHEET NO. / _ of _ c;-iKG BY DATE inn No F-1 PlE2---?-' ANINE FLOOR : z'-o 34 L .L L . = 125 D.L. = 2.0 ; RY ,I 4.0 : JOISTS 6'� kl ALIS z W : 134. 0 ��+b '* 116ro. SL s S= 1.x,4--XYZ SEISh'IIG : @ 16') 0,C. Lt�+.IG. LOADtNCr S= -11. 2 0.04 11 Ilzx 16.1 t -50 -► lsXII $' 8� )K2 WALL jr 6.33 4"klZ 3,41 < 17 x O 1A = I� Psi UBc. ANy. LOADING : T' 14 - H = r1IZ �P ala/pl s t J/ x 1 I.$ t 2-04:*Il I- (IAD TO 6" WALLS 4 = Zo4.M/x16 _)42 � ?. 6 k N-- 11.2'x2X3.$'x17 - 66k < 1.-wn�.r✓s — 6 M h�� ___ � � Q By DATE SURJEC'-f .___... SHEET NO S./ -.- OF C.HKG H\ DATE JOB NO a4I�,F- FLO (CovxT.) DIAP1tfZAGt'1 •, r use ., PLI L*jbEV ANoEWT �T _ 204' /I9,1 165�� aL 6 ., 10" O.C. W7t WED. (u lit oCKet. a t R AJ = 21� � Di AP I. CON1J• To WALL K 4- VsG SIMPSOH R-35 -W A-�s G 811 D•G. ER . 6" wA�L �R d I-CDGER, boon 7-o 6X7. wAL�- �,r = 136 F A = C) L6UG-E-R P,OL--r3 0. C . FjLW ev DATE SUBJECT ........... SHEET NO OF DATF. . ... .......................... ..... ... .......... .. JOB NO .. �OLUMNs : (.. ►NEA T><� 0. 8,. a " P�= T) 6' '< 5, = 2. 31 k (KGP%(-T ROM SWANba. M z Px2.36= 11.45 `` M" F 481 1 s' Atr 01 2.4 ►� U S E 3 ' " BEAR N 6 L046-TV 16� ow- PLL-%j Po� I6o " (Forte L= !b/ .IOD = no < caME. D.L. 1A, L " Z� 4 (Q. M 1 D NT w� M = 4-, R,o�G MAs.r�+ey 5.34 + 6. a( _ , 141 04 3 = , 169 < I . 33 ; ,k 37�i, �bo "lU RE Fit DATF SUBJECT ,. _ SNFFT NO �G. OF c OAK;) P• UgTf JOB NO ��yNi11S • �C.a1JT, K C-OL Mr W w iar �r s �■r i■r H� 047E SUBJC"T _. __.. _ SMEFT NO OF i- �•v.C. .. CIA Tj _ JOS NO _ MASONRY ti!ALLS r/11tJ . ->TEEL : 6" CONC. \IEeT. '. #5- @ 4-0" 00102- .5' 002.s' NORM .= 3-�'� 4-#4 2- #5 ® ROOF I-* 4@4 'o.(-. HoRI�. 7- . - c�o2o5 > , Qo2 ok � - � I-X5240"OC. VErT. GES�G hd CONsTAr1T� LT wT. 4LOCK WV s0 5 rr 4.0" D,C. = 3.9" 44x.31 = 0�U NP z" 3 8 . 89 WT. = 50 �� IA ET t = 4.- e0UIVALEIJT "t" r',, = 1350 (NO I NSFEC TI aN) \^/IND V14= 154" 16M'1h46r fig= .12Sx IjSO - ((,y Psi FLEXURE - �N = • 16(o r 1350 = 22Sc� Psi PAX I A1_ ' Fa� n WAl1 SIRE= �,�L�wRCLE B, OAT SUBJECT SMEf T NO OF JOIE No CNK[! 11 0ArF SND• wA��S Nw �WR NR I (M^x) I%Aj Wa = LCL 3.01%6 ' - 5,�6 +►i� 5Pnc.iN c� MR _ 2� DL oN`y) D r1 w = 1 S Ok D.tr. + 1. .�. go—' 11x a i -� IIs 'x 6.56 K I1 4 .Is? + 111 - .390 io L tiL5' - ' _v,JING + �6G AL + tf o x .-S I'L - 134 Ps i M� 1�s. 3,8L ..�3. p. OATC.... ;{MEET NO OF SUBJECT - Joe NO. .. nATF '00B. WJTJ1 > + TD.L. \ 1` t�v J l 04 J p : io� �- So�iu i + 2.$) X33 /� �@ MSD HT,) R0or wN�� 11.VL +, y3a _ , 110 * I,oQ 1 . 15 I . 33 obc 10-L zzs /},�i. 3 , ok• S! n "" e USE 13l OGK ���� CJ, 40� O•C-. Q Ft-R,. , L))F = l Sym Rao F ►� �F F4. e,= 6"- 3.B = 4. Z Ilex D. c.. I -;' 133', o k --- V SE 4 ' - p.C,. i B` DATE ... SUBJECT .... ................ SMEFT NO 14- OF CHK; BY DATE JOB NO MASONRY Sf'AtJ��- � (IDS " OPE�111�IGs� log-o g" hPKONav R.p.�F 1 44 x t = .osa- U -5 PAS - - 10 � K K 0 P s L < 2S ok 3. 14- 7,.S s• < too o� L, 1.963';,.S)'r71' - P bRG. R-'• (SuPP. 4WIAE- OW LGN& CO -) °1 .SAV',,„ - . 15-x. 13So - -401 .5- AZ. Z. 7-0i.s 15. gR C7 f (O N s1 -r cot-') /;b 4.1 By DATE .. SUBJECT.. ............._........ SHEET NO OF i.Ht•.D h OATF .. .. . . .. .................. ........................ .. JOB NO ........................... ... .. .. . ... ...... �............... SPA�IDREti BM. �C.ON"f All 10 = 190 W 1ND OR SE1 S. ON 0002 ��.0 `J �, l o, 4T, M _ iso, , (6 ') _ 4_.501k z _-7•6-7- .3�=s•3 AS_ 4.50'`` , 1.4.4-A 5-3,<—3 AS - 3—J - bo bit SE 6- 4 \40ZT. EP•. FACE OVER Sf 4OfZT COL, s.3 —� ,b d •5 4 50 1-bR 1� S'r�eEti UJH = ? IS IAJ11-47 N1 � as K 111 o'�/1 - 3 �S use- 1 .44- SS144K 5-1 . 0¢9 3-7C���K11 �i/- SHEET NO IS A OF RSUBJECT y DATE _.. - t_ JOF! NO HKF; B\ [-NATE WW.� @ Rook F�Bo'-E GRA vi MPx F�1= . 11�3,c 93.E S Q 4,6' 46' D,C. — 1� BSUB IEC_'-T .. f►1EET NO 44. OF CMKCI Ar UA rf43tX 84� !r��l ... -- J\ No�zI�oNTA� I�RcEs LONG . LOA W G-: SE i s : \1 - 18410 ROOF wMiS LCA To WAU-5 ' H : 30#/1x 4212 -tL�� � 94,6x6� x. l$6 = 13. 6Ic �3• b - 163 / 83. E � 4 L- I1o0 x 3 _ �. �) USE % �• ���.-� Q 4� aC. L I ti1F__ KI O T CR iT I C k4- tJwle G I JL 1Lt 9 H DATl SUBJECT amEET No 1�.... of . Ilr (, R fll.`! JOB NO +��,.��4'—� (� - MN) H-1 ................ .... DIS16,1(WTIOW To PIERS V = 13.6 k/2 = 6.8 ' To EA. PIES (1,5 9.5� k 1 . 5 31 , 1 Ps" > 11 x 3 .' . `>TI RRuPS VAI d. - 4-la it1-A: 3 x 4 = 4-6.7 s REI w FbRU W(,- Tit�KItJ USE TRS 16 SPaU U G r 16 v ~ Zoa�o Jlx 3 @ IE" 0'C'. AMg 5'rF��►_ M O� - 46 I o v (o� -- 6$ 6.34 ._. 6 $K►1 _ _ ks� � 4 k� < ..-3 _ 6$nllxlaoox6. 34- 2.sox4 333 STElEL PIS BY O TE SUBJEC.T S14EE T NO I OF CHKL PV DATE JOB NO 43'x -TR NQ •►ERs k-ookb)w& W I IIID.. W,4 = 1 SM 4 C I i + 2.5 = 15 Q► 1 V14 R o v F &2OUTE4D y,t.lb VN A/I4---G-OVER Qs R�oF b I APNRAGF'� )CA I K � 310 .r = 41, = 300 �ok t ,. cb-x F>Ly AL .'ole-'S BL-or-KIM (Z- 6" o.C,. Gb6E3 $ 12.o.C. INT. P.,L0LkIEb bjAW. ; IUA= 3'lo` ll GH ORD '. 2 T= 19$ AliK J4 ? 6. L6 Colo V✓�- t' 11� • �- �S CHORD bhRS �UI3 PI��• ANCNyRAfrE. Vµ 2.00 -! x.000/' rI+ . c ¢, 0.0 = 4--l-Do= goo 1 ,6 asc c-A MPs4W PAT 16 t � � w DArf SUBJECT _ .. ............ .. SHEET NU I/ OF r•. r JO• NO uu. DATE .... .. ., SUBJECT ............ ...................................... SHEET NO 2.o OF 2-o CF,KLl Py DATE .. ..... :....... -. JOB NO F'0 V rNDATI OtJ DES I �.�.1 Sall_ 6ZG. 5o NET 4- - S KsF wAU- FTGS L 1.16 _ . 931 USE 3s FTI;,. Coy . ET-GS : (LING 8� 9 ,1 USE 3° >< 3FTG 11." DEEP vJ/ 1- �*5 EV,,. wAJ COL, FTG; (UqE C - 9JrtCRTING-- RCOF:- s SPR0•IbA4a_) (SFfic'ET G-� 056 3° x 3° FTC, bev # s tea, . WAy SvWlE klr> I-INC 16 C-o! .FTC , (l kIP- C- 5OPPOQT1TIG- 5PA a kCL ONCI) P_ -Y7 "K (,' = 4,61k (MAY) 4,6L 3. 41 USE JJ ,.-L� FTG 1,3s Midas Realty Corporation SoiLa and Foundation Investigation Proposed Midas Muffler Shop Facific Highway at Frewing Street Tigard, Oregon 4115 N. Mississippi Ave. • Portland, Oregon 972.17 288-7086 i t.— I i I 4115 N. MISSISSIPPI AVENUE CONSTRUCTION INSPECTION Malling Address: P.O. BOX 17126 NON-DESTRUCTIVE TESTING MATERIALS INSPECTION PORTLAND, OREGON 97217-0126 WELDING CERTIFICATION SOIL TESTING C,iE MIC AL ANALYSIS oHY i,C AL TESTING ASSAYING June 18, 1982 Midas Realty Corporation 2555 Chapman Avenue Fullerton, CA 92631 Atten: Michael K. Lynch Re: Soils and Foundation Investigation+ Proposed Midas Muffler Shop Pacific Highway at Frewing Street Tigard, Oregon Gentlemen: At your request we have conducted a soils and foundation inves- tigation for a proposed Midas Muffler Shop facility in Tigard , Oregon. We present herewith a report of our findings, conclu- sions, and recommendations. Site Description The situ is lo; ated on the northwesterly side of_trie` Pacific Highway ( 9?W) at Frewing Street in Tigard, Ore- gon. It is a rectangular parcel with 114 feet of f.rcntage on Pacific Highway and an average depth of approximately 197 feet . The site is nearly level, 1 to 2 feet above street grade. At the time of our investigation, two single family dwellings and a detached garage existed onsite. The balance of the parcel was in field grass, with several trees. Subsurface Exploration In order to ascertain soil conditions , our-test orings were made using a truck-mounted hollow--stem power auger. Boring locations are shown in Fig. 1 , attached. Samples were taken at 2. 5--ft intervals to a depth of 15-ft and at 5-ft intervals thereafter in conjunction with the Standard Penetration Test. The Standard Penetration Test is performed by driving a 2-in. O.D. split-spoon sampler into the undisturbed formation at the bottom of the boring with repeated blows of a 140-1b pin-guided hammer falling 30--inches. The number of blows required to drive the sampler a given distance is a measure of the soil consistency. Samples were identified in the field, placed in sealed containers and transported to the laboratory for further classification and testing. Soils and Geology Soils in ' 'ie project area consist of a sequence oftine-grained sediments (silts and sands) found throughout. the Willamette and Tualatin Valleys (Willamette Silt) , underlain by fine-grained poorly indurated sediments of the Troutdale Formation. The Troutdale Formation is known from other subsurface information to extend to depths of several hun- dred feet . Specific units are described briefly as follows: Midas Realty Corporation Fullerton, California June 21 , 1982 Page 2 1 . Crushed Rock/Topsoil Because of existing buildings, the test F or ni gs were made in the vicinity of the existing gravel driveway, where the uppermost unit encountered was a 6-inch layer of crushed rock underlain by 4 to 6 inches of moderately soft dark brown clayey silt (topsoil) . The grass-covered areas are expected to contain a topsoil zone less than a toot in thickness . 2. Brown Clayey Silt The underlying soil init consists of a moderately soft to moderately stiff medium brown clayey silt which extends to a uniform depth of 10 feet throughout the site. It shares a gradational contact with the lowermost fine sand zone. 3. Brown Silty Fine Sand The lowermost stratum encoun- tered was a moeratPly loose to moderately dense brown silty fine sand. All test borings bottomed in this unit at a depth of 16. 5 feet: below existing site grades. Logs of test borin,s have been combined with topographic infor- mation to form two geologic cross-sections ; these are presented in Fig. 2 , attached. Groundwater was not encountered witt,in these subsurfare explo- rattans. We anticipate, however, that groundwater levels in this ricinity will rise considerably during periods of prolonged rainfall. Proeosed Constrc•^tion We understand that plans call for the construction of a one-story 43 ft by 85 ft concrete block or tilt-up structure on a grade slab floor founded at or near existing grades. The balance of the sits will be an asphalt paved parking lot. Conclusions and Recommendations On the ba-,is of: our studies at T�.�� .-e,-- tFiis sitre, w-e-draw tFie�o owing principal c.:nclusions: 1 . Adequate support for all proposed site loafs ( including structural needed to raise the site to the design grade) will oe found in the native soil unit. Midas Realty Corporation Fullerton , California June 21 , 1982 Page 3 2. Foundations may be constructed in structural fill or in undisturbed native soil at shallow depth beneath f finished grade, ( 18 inch minimum) using bearing pressures N' of. 2500 psf and a minimum footing width of ; 6 inches. 3. Settlement of spread footings will take place because of ( 1 ) compression of the underlying soilstructure under the applied load, and (2 ) recom;Dression of any soil layers disturbed during the foundation preparation. Ile anticipate that compression of the undisturbed structure under a 2500 nsf contact pressure will be negligible. Recompression of inadvertently disturbed bearing surfaces will t�a place at a rapid rate, nearly contemporaneous with application of load and should be complete before the application of arch- ito ctural finish. 4. Structural Fill/Site Preparation All building areas should be�stripped of sod and any obviously loose or unsuitable materials. We point out that favorable weather will be required for operations in which fine-grained materials are being worked; consequently, it would be advisable to conduct the site preparation phase of the project prior to the on-set of the rainy season. Li the event that rainy weather is encountered during siL-e preparation, it may be necessary to suspend operations or use a clean granular material ( i .e . , sand, gravel or crushed rock) . Granular fills can be constructed in a-.y kind of weather and can be compacted to support el,, n heavy structures with comparatively modest compactive effort, Structural £ill.s should be spread in uniform lifts not exceeding 9 inches loose thickness with eacf-, lift thoroughly compacted by repeated coverages of loaded hauling equipmen_- , heavy crawler tractors , or vibratory rollers. Fills should be compacted to 9a percent_ of ' maximum density as determined by laboratory compaction test AASHO T-180. 5. Foundation Preparation 'r much as the native soil unit: which w.11 provide suppo t. for the main portion of the structure are extremely se..sitive to disturbance in the presence of excess moisture, care should be taken to protect prepared bearing surfaces, until footing concrete can be placed. Precautions to achieve this end would consist of ( 1 ) covering of prepared bearing surfaces with impervious membranes or granular blankets ( 4-in. minimum thickness) or (2) cessation of work during rainy weather. M iI MXM Midas Realty Corporation Fullerton, California June 21 , 1982 Page 4 6. All below-grade spaces should be protected with foundation drains consisting of filter-wrapped perforated pipe in an envelope of free-draining gravel. 7. Surface run-off ( from roofs, parking areas, etc. ) should be tight-lined to the storm sewer or other approved disposal. areas. Under no circumstancesshould sur—ace run- off be led into foundation -drains oorr"dry wells. www 8. Lateral earth pressures on retaining walls, etc. may be calculated on the basis of equivalent fluid pressure 35 pcf for level backfill. 9. All backfill retaining walls, etc. should be made with select granular material ( sand and/or gravel ) . We anticipate that on-site materials will not be suitable for this purpose and that it will be necessary to import mater- ial to the Project for backfill. 10. Asphalt Pavement We recommend that asphalt pavement be designed -or a__su�igrade CBR of 4, which yields the fol- lowing recommended thickness in accordance to Asphalt Institute manual MSIR Thickness Entrance and Car Service Roads Parking Asphcil L PavemenL 3-in. 2-irr. (Ore. St . Class C) Crushed Rock Base 12-in. 8-in. (Ore. St. Spec. ) Prior to placing base Course the subgrade should be proof-rolled with a loaded dump truck to detect areas or pockets of unusually soft material. These should then be excavated and replaced with suitable compacted fill. W OF tw Midas Realty Corporation Fullerton, California June 21 , 1982 Page 5 11 . W sk t we examine and identify sail expo- sures c ui: n ro ect eA—C p� _ons jn order t—o^3"erify t at soil conditions are as antIcipatted. We recommend that the structural fills be continuously supervised in order to insure the thoroughness and uniformity of their compac- tion. We shall be pleased to provide such additional assistance or inforr^ati-on as you may require in the balance of the resign phase of this project and to aid in construction control or solution of unforeseen conditions which may arise during the construction period. Report No, 252962 Respectfull}' submitted, NORTHWEST TESTING LAh7RATORIES, INC. le By Charlet P . T,;+nP, ivianager .•J c• Nei1 H. Twelker , r Fi. rw_w_igpj 1 SOILS TEST Midas Realty Corporation Tigard, Oregon On-Site Soil. Sample pH ------ 6. 5 Resistivity "R" = 55,000 ohm cm We are enclosing the California Test Chart for Test No. 643 for your reference wiffl LWJ�MW4W ANMM CaliforniaO Test 643 lWa CIO. 4-9 OU) LLJ NL N, X. > < -i Lli :D C) E Lli —- ---- T ui V) ui D-1 3: LL. < z z F- _j zcr 0 0 Er) C) cn U- V) 2-'z C,J cc CJ3 6 Cp W In < LL) o z 0 • rcT t2 D F: LO > C%J LL Ir I Z cr. M "-- oCj C\! K0 0 C%j UJ < F- LL) Ld 11 — 0 P- t; n- > to z f r- o w 0 IL rr — — z -i p x Ld > :E W WZ. :E rr- CIL L9 >- M tiLi IA- tp -9L < p fn -J (n 0 • C'i tr) CO Ld w cn " q — w cn >- 0 CZ rx _j f- A LLJ n- U- kjo Lo bj >- o 0 0 C) LO Nr — IHAA-M 11311S A9VO @1--N011V80JW--',d ol cS a V Ak 6 r y t 3 � . d vJ W J � L � ! r I � a d LL SHOP Orr-ICE yD _ I � o t•- ... u zo Ftp 121 E � QF � A pC�RING, uA 1?�oiiuNC.�'�2' * :�::',� '• ICIralt 6tkVEl.� . . d t 1 Pebble.a E L. ,�. .• , .; + r J. !Soft. 1. U Mod. tsof-.to ►vtod. sbf-F 5+-iff brn. ' lark. fire rJ. .. -7 .. 10 fivte sandy 6 1Q- IS i,dkvvjy clnysy U C-6ye.V 51LT I Lr n r� US - a - e 1I Io - 1:5 14 10 PUPA. o d. I u,o.s e tp vvtod.renn S - q 1 1 It, bm.si Ity [� r� - '7 - 1 1 It. brut f;nE- u fihc.. $ARID 0 �-- SAN D 0 1f05 — S - , - q U [sop-I NG *2 [� ... / V,W GRAVE Owl pl! —%""WO_ .. M04. sof t to 1 _ d S st+f 4 brut. l aaN I cayey SILT L T n 1 U - I'� ,�.7 A hl,_.l U,Y C- i clalul � - 10 - I'S- I4 "Q"!f'1N! -x-10 " f1- 1ri► y U r;i Mod, loose- it. brdl.si� fine. .SA,.hlt S 11 SILTY = 1R - 9 Y�r .�.'i tiwdw4 I eoRtN��I A� �,' rw q. .. t,Y.' ■:`::•J�' At6ble GRAVEL Ivy a Mod. so+-L to - 9 0 Mod, ar if f I AhJ LDV CLA.VEY .SILT bm. finaS4vwd clo va-y 51 LT G' v I Z n 3 7 - 9 W Orf u 0 • -� 'fir IU Mora. kx It. brw. .,. VL 4 I LT,Y �`•►E. 5AN D find 5AND D A- 7 111 - 4 - � U � 14.x+ — ----- IIJ Tsoil n4' Al ...,..,.. n�.,wry-.M�.....-..«......,.�1+•+-.!y�r�---�-e'+�w�w-.. ' U "ie""'.,..�.....r�. 7 Q Mai. Ott � 4 kY W-N I LT b►N. + d 4 W 0 to - ? P w 1 � ^ loose It. b.n. ,4 . W v d5AWo 3 Z 4 - y � 14 14,5 --•.___.. 1 ' � �� LL zft P�t�rA.2tM �d� w I w N lwA�w-!P-Ffv7w-j-UW-M 3 IL116 EMIT NO. ADDIW ERMIT CHARGE Florle OWNER CONNECTION FEE PAID BY TYPE OF 131JIl-I-)ING DATE CONNECTED SERVICE RATE �/ _ L_. - - INSPECTION FEE PAID BY DATE CONTRACTOR STZE OF CONNECTION ASSESSMENT PAID � t � o `1 Q r I 0 > `J X0 LILJ od -x O ul cr d O r y ^ O w J _1 J C.) y O O 6 z c J tL d N (7 Co I y cr w % W �� o - - z o o - z u U) I ! CC - OD --_ - W I A wk— /`• 2 n I O �D 2 I O rl _ I w ZW ti ! O(1 --- m , cr (7LJ i Q cn x I C) LL O }.. w '- a w a) ' I I Q z N tis w G ll w uj w am + I (� aII CZ _ 1 , 1 w v, z cn J ` N N W < d 2IAJ W � O ��. V m O a Q- ' Z z w ` � , O — � ° V O + II I W • O fi II I v H X Z + —►-1 . sar Addree�, 'y�y1,f(�'r (��rQ � �•� Permit No. --__ Name of Occup A�� , �j� -r Permit charge --- -- Paid by - ----- Date connected Type of Building_ —_ Inspection fee_ ---�--�--_ Service fiataV-­ ` • �' �' Paid by Date Contractor. Assessment ` '/ ( Paid Size .! connection i