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Correspondence Gus Duenas - FW: Harrington Plastics Building Page1 zk',° e'7-- 7a8 ?o v,A- RD From: "Witter, Steve" <WitterS @trimet.org> To: "PE Gus Duenas (E- mail)" <gus @tigard - or.gov> Date: 6/19/2006 1:19:11 PM Subject: FW: Harrington Plastics Building Hi Gus, any word on this? • Original Message I > From: Witter, Steve > Sent: Monday, June 12, 2006 4:23 PM > To: 'gus @tigard - or.gov' > Subject: Harrington Plastics Building > Hi Gus, I am trying to obtain any as -built information I can get on the > Harringto Plastics building, which is the one located inbetween the tracks > on Bonita Rd. I was wondering if the City of Tigard might have any permit > record for the building that you might be able to forward to us. > The address of the subject building is: > 7380 SW Bontia Rd., Tigard > Anything you can do to help would be greatly appreciated > Steven D. Witter 1‘2/ diAltd-1 r � n _ � ctj-QA off° d7giViz9, /dm, , 7 f / % 8 Z jd V., (diec V . ( F.-nr - 2 wtfet8 BUILDING PERMIT APPLICATION 3/V/ 19 79 THE UNDERSIGNED HERE APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED eumcKIR 4 _ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. difRER mow LOT NO ( m a w ( Be f st y C Aptprag 738D Su Benito R Home EMWMER vic 11 STRUCTURE / TV 0 RF MODE L 0 A004TION OREPAIR °RENEWAL OF IRE DAMAGE UDE MOLI TION p RESIDENCE P.: .4* m OEDUCATIONAL °GOV'T ORE L I GIOUS °PATIO 0 CAR PORT °GARAGE 0 STORAGE OsiAa OFENcE 1111 • • I: MOVING OCONENDOPIAL USE 0 DESIGN REVIEW OCOLINCI L APPROVED OSIGNs y NEE LoG. pLANcme By R.R.SOZkar HEAT i te_ g re ng paifing anti etor s do. clac,LJDAD FLOOffmt.T. VALUE 4 ' BUILDING DEPARTMENT sE'T mei= F Flows REAR LEFT SME RIGHT SIDE ' Permtt 50. CIO THIS PEIRSZT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING Plan Check REGULATIONS MVO ALL APPLICABLE CODES IMO ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORE WALL BE DONE IN Acconaluxe WITH THE PLANS AND SPECIFICATIONS *140 114 COMPLIANCE WITH Subtotal 1". ALL APPLICABLE CODES ANZ ORODEANCES. THE ISSUANCE OF TINS PERMIT DOES NOT WAIVE nssmarrivE COVENANTS. CONTRACTOR AND SUBCONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 4% 2, 40 LICENSE SEPARA PERMITS IND:It/MED Fos SEINER PLUMBS= AND HEATING. • Total 56440 By pi agrrouttAoHoe 'kat*/ Appcoved P.P., Sa Rece No 2422 4 ,,. ..- . :• , . . A , . , . , r,OATE • , .'t* : 1i1LDING PERMIT APPLICk P cirv Ite —,--1 9 ' ' _, 4 .:, THE UNDERSIGNED HERESY APpLIES FOR A PERMIT FOR THE VX:11K HEREINDOSIC 400 ,m,Dome 7,: i ... * - ...... • '..4 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING ,PLANS AND SPECIFICATION , LOT Pin, ' .tOWNSIIt NPI ti usual Saf ety C AvoRiEss 7340 Bt Bonita Raise l YtEittng,4,ER 2;Wq,1.4 ADDRESS RGNER , . . =STRUCTURE Mew Diieteno€L paourrioN DREPAIR ORENFNAL , DAMAGE :ItIDE 1 7' 14.TIDN '.I =RESIDENCE DEOUCATIONIAL OGOV'T ORE LIGIOUS CIPAT 10 OCAR PORT OGARAGE 0 STORAGE SLAB (]FENCE t e-..o gl MOVING UCO*IOITIONAL USE ID DESIGN REVIEW °COUNCIL AOROVEDy .,:= ' QSIGNSr „ lg.: SR .- -4 aCcuPANCYL LANC) ZONE 3 INDS_ TYPE FIRE ZONE_ 2 PLAN CHECK WV .- FIEAT, C a net IV C 't CA4 :: A. roidala building, all per plans pri 1:00 by L. V . T .3 4 , ..i ..,.-.._, consuItIpe,V49ineero I . :. 1 ApPRovf0 BY E1.004 Re BARKER - er Permit . 04741 - S1450040 ...„1„ iti 16 ercc. LOAD FLOOR LOAD HEIGHT NO. sTOBJElj____" 0 14 20 JO. MOONS — VALLIi i°22.413°. 3:„.. SUILOUER,DEPARTMENT ET Imars 4, FRo jEE tk.11,314 EAR LEFT SIDE RIGHT SIDE • ..'k •;,,pc..rmot f 3321.S9 Ten oscura IS ISSUED SUEUECT TO TEE. REGULATIONS CONTAINED IN THE SUKDOIG CODE. ZONING i lcsagp (169.19) REGuLATkima APED ALL APPLICADLE aDDED AND ORDINANCES *140 IT IS WENIEDV'ADNEED TNAT THE ' •:.24 ;1',.-, , , WORE vaLL WE DONE IN ACCORDANCE WITH THE PLANS ARO SPECIFICATIONS AND wit !Ott 14.110E 'WITH sub-total k ALL APPLICABLE CODES AND ORDINANCE& THE ISSUANCE OF TINS PERMIT CEW:S NOT '. , — RESWITC, TIVE ;COVENANTS. CONTRACTOR iterip'smu ccumplecums 4o-KAVE CURRENT 'CITY BUSINESS - 1 State Tax4 12.96 ......1 . st - REOLOWO PON EERIER. PLUTERITIE INSO IDEATIAD. . Total i 9334.36 / ,' . ' ,-, I 7 1 " -------' ' * p1 --t -- „. i„,.., ,, ., .„ lhAppoyed r ' H°R°66171146t 2422 Apv-Nbeporr ottfACENT , ... • ,,,. • , :. ,. • - .1 - :- - 1 ::,....s "WSW „ „ ,. � , ,w t €,, P-, , - Vic` 1 hj ", '[ti -• r� `w,m, nU' i Y r +t� �,.., (3s V '.NA 'lj'�.�j g �7'N£ j * � G i " ,? r� � k" j ° i f -r* e A - 1 ,4 ,. ,,, _ Ana t s , .,a. ,¢ a ,a 13 �.. _ W .,. ,..d.........ww....� .e_'? •NYCn. w wewn N TI team* -PtANS REVIEW SECTION CE OF PLANS REVIEW . - yr • et Va. SIAn UFFt_E BUOLGINO, 1 9)-101 PACE 1 • -- .+ /THIS IS NOT A EVIITNI40 IEAMITI 11 S __ __National Safet Co 74th & Bonita Road, Tigard _ 78 -_320 '• 11 re v.v - -- - -- Aci _� c ; -. 41a 511 Ct tOTt Ckcvaancy B-2 __ Coast. 1 9880 4 - -{ — Sound Value —. 80 6 -_ Plow fee ___ 000.00 . '. Let ..., V. i - -- .. Thomas New Bldg. J Addition Alteration ] Dee Received __.- 3 -1 '778 _ _ - q.- - ^- - -.-- _ .5__ - � * Addrns _ N/S - __ —.___ Date Reviewed 3". 78 x, . "+r,e-, _One__ ArealQ j29Q /_ . O /S Attie _ N S Fire walls -NLS - Fire Euapes /S 'oh _ 2 - h. r. IN t.r. Fir. Basement Ht. Stops Te•. W ern a :� /+� — .__ Vert. Shahs NiS Sprinklen r Cloyed Cbsed 'X'— ' = -_ /- �. - -- Man. Alarm WIS.- s.P.WS N Ye. Area Cover Inc• a y c; 1f S E sr. -- / _ H. DeT. N/5 / Floor Ci Ceiling -N S s Root;"�emarks sir. m Metal /Wood , t"k. Type Area C.vd- '�- -- -- c ..al, -over, _ I NJS We. rm. tad. �- - �+S_ Type flue - .NI5 - �- Type Hag. Sr= e n t WS Nt .S - -- �, 1 The submitted plans have been reviewed for conform with fire protection statutes and regulations of Oregon admin- i . ‘2",t i;rered by this office. Items No. 11 1726, 28 36 a ch:•c�ed on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into 1y ? 4.' 4 the project to meet current five protection regulations. Approval of submitted plans i;,not an approval of olm sslons or. over.i'fhts by this office or of noncompliance with any applicable regulations of local government. - ' ; ;' REMARKS: _This review is based on the project being located in Fire Zone #2. ' '' +" _A)- .Roo._ covering shall be fire retardant. "' t: B)_Guardrajj.shall be required for both _ralnps luardrailsshal l be not less than inches in-heieht with no opening exceedin inches. ' , _ C ,. .Devices that generate a spark or glow shall not be installed or used within 18 inE 5 _of_ the floor. 1 D) the _ use s handling and storage of Flammable Liquids in this building ia — u, / w Examined by E �{ - ' • Copies to, _ App lic ant , Fite 6 SFM i Owner,Bl dg. Dept a Dept. . .,, 1 ,,. _ 6P-weasels ,. . - PACE 2 of 2 r , - ,1DEPARTMENT Of COMMERCE - PLANS REVIEW SECTION NOTICE OF PLANS REVIEW .74;,:."-- ty>' 1 ,''' o'"_.0 17n. STATE CFFI E B;;;LO t. . PCRTLA!.3 ;7201 (THIS IS NOT A IttllllllNO PERMIT 5 •;.;�� - National Safety Co 74th & Bonita RoadATigard__ N. _78 -320 _ fi'., B.r.ld.r. AdUr ,t S k _ ac _ordance with thg provision of the Unify �tt l � di Code Standard Na., _1.0 1�. rif E) All �Iazirscbec; to H!an Irtwact shall_temppd_glass. 4 t' r) Plans are acceptable as ubmitted sub ect to _the_ items noted above anti the o `` of the authorities having jurisdiction. ' } . P i ;x ,, ^G u,. /L , ,,, ,•, „ r,, //k.. ..11," 1 .:T fi: . .,' S,1L us.w,i,, ':m ,e...m.,/ .,a. a., sa" ./ . _, ' , /i . -, r..C: 'Tj4.is »n 1 °.. «4. tt;.1 „r a.5 ,4....-,4, „,-.., ,, ..... A., --a, - v.,- - . „.. . ,,, , }1'�`y ii , G l is t i� i p ,MAn C .g OF TIGARD s P Box 23397 12420 S.W. Main, Tigard, Oregon 97223 September 13, 1978 F . National Safety Company, Inc. Route 1, Box 575H x Beaverton, Oregon 97005 c : ATTN: Mr. John Skourtes f,, Re: Appeal - MLP 5 -78 Bonita Road Warehouse Project Dear Mr. Skourtes: o i b The Tigard City Council, at their regular meeting of September 11, 1978, voted to uphold the appeal of the above mentioned matter with the following conditions: 1. That the approach or access to Bonita be filled to an adequate height P 2. That Bonita be. widened and improved at applica 's expense to pr'S9TS'g - adequate width and an appropriate access apron e7ttee.i . I' �3 That an access permit be obtained from Washington County and the Public N;. Utility Commissioner for an adequate method of access and egress. 4. That P.U.C. permission be obtained for any adjustment to the crossing - guardrails - to provide appropriate access. 5. That the parcel be submitted to the Site Design Review Board for approval of the site layout before any building g permits are issued. t., 6. That provision be made that additional right- of-way be dedicate4 for the t, necessary footage along the width of the property to bring Bonita Road to ' collector street standards for future widening. 1 The full $100.00 which was deposited 1 posited with the City for costs incurred during s the appeal process has been spent in the following manner: Transcription Of , Testimony - $86.00 and Public Notice Advertising - $14.00. ,� If you have any questions regarding this matter, please feel free to contact me ;' or the Planning Department. Sincerely, L., lw reen Wilson Recorder pro -tem CC: E.C. Edwards, Supt. Burlington Northern Railroad C.T. Babers, Supt. Southern Pacific Railroad : * Jerome Morris, Washington County Public Works Dept. Romer Campbell, Rail Rate b Service Division, Public Utility Commission 1, Frcd Anderson, Attorney i John Hagman, City Engineer 14/'-' Ed 1" 1 Walden, City Building Official } r Eta A¢dnit, Page 1 of 2 r {,, ', 7 to �"x'd. y✓' cs n `YS y-^A i �"<.s3x'tr• 3 e, {" 7r s F '' - . ' Y �., a,�'e,3 'kr 3 ty'�e p i r Y m sn. } a «,, �t �a x� 4• a ��„� e 9rr�t a �X r• =- _7"f • # - 1 - 1 _ I _: � I - 1 CI, 1 - 1 1'1 Y - ;It l_ l 1 I'' 1 1 I1 1_ i_,- J June 30, 19 . 78 To: "1r. 3d Walden, building cffici -, ' 9 Fro' Jahn Skourtes, National Safety Co. Subject: Sewer fee, tax lot 4000, 10,200 s,. ft. when s 2v. ference to our letter to you dated ?4, 1.975 concerning payment of certeln.feas for development of this property. ;'0 reply was received. '/e ere enclosing our check for. $2,100.00 covering the sewer fee for this parcel as enumerated in the May 24, 1970 letter. M An agreement was made with the Unified Sewer Agency on May 18, 1978 wherein we will be tepin9 into their new 21" interceptor line. A 4" connection to this line will occur within the ns ten days es construction progresses at this site by the U.S.A's, contractor. s The city will be notified when the connection occurs. It is our understanding that payment of the sewer fee does not guarantee an issuance of a buil'ing permit at this time. { Sincerely, r k, J } �, I Yt " h 3 3$x' 4 ''' 5 P b+4 ' ' 5 *r , 1 y. c 7 .. • ,' � x .„ k ' ti v, 3tqu'e,`' I a pars e ; '0' ,,, ro „,,, , ,,,, .fi , "' ` y_,,, ' VA-- m .A �+ .. .. y ak ' y y , e ' ,k f & ' ,� ' k.i , �. r � i R r ' M ` p ,,,,, + �r a, � ls6, * ,xs", 'Ra�r "'"�`' t.,3: x^w.1i t 4 " q .", ,,,,„ .gu' rs4» r �^ ".t,' Y Y v f 4' t n" J .P i Y, f ,, (E h 7'}2' k i � °% >y � �� 4� ! , r y �.. ,^ 1 k ��,� d - 4r tG @ a i t 1� '2 u�''�� < 2� , �. x« a .+ �.'. rtm , , � kt "�%: ,, o f w i' ," , hflr t, 7 L M 1 .; - ,.m,0,, �, -; € f l f �, e N '. . d v t' t z s ✓' f gi5' Y � �t�Y C ! , jG,J 5 a ts?° d, J `9.f rA 4 .a' > m 'a S • Y , fi _ ., ;14 - ��.w�.„, +'_. a. C xi1G p@ �} , ,,,:z., ,, .:., f A " 'all yun ,l•�• A LA. � �1�°. • �Y IT= y Aye t v.t a9 - r� / >r r' art '` JO' "'"�. u x- '. a I w a ' q s fat ,`�' , i ;j } • ,, „ Y 2._ i s � a Y " � k '` i CR w ' r 04:41 A , € . ♦ ' I • �; � y ' r':,,-''; r } ,#+'- r „ Z i� 1� aLl t # _ y f I rye 6 ♦ y 5 Asp Fe . j, 2 t fla q - 43 ,afrlf -, „ "' i 3 ° .,� n" 0 M y r a 5 a f. "�f ,t 1 y t _ ' R- $ ' t &d g 'D , . ; h t t.! -'a', F, b , � / ,p m1Y vessavos •a§^ 19uw a 1f1 'a �. ' , n "A a ffi a` , . _ WA 4 f ay'' n, E r t .Zr' �I K'k "' r _ • d� a lga Y x (f L a "b q#, I -IL-.4 :t a� : t � s *c o � �, St /Dolt LY fit � - ��� .. , „,,,s ,-, �6 S. rw % Fi�t/atlO _ C5t 'a • i : : , - ■'e-Tg` 141'; d 4,17 •K +- To 4. ♦ice :101:010 a a , 3 h 3 to 1,7,1:1,40,4r,,,, ''' 1 c "^Y , .- m , �` - 0* .c.4 , ,, a ' ,, n 'Y''''S', , a • 7 �".,' ✓ v x s3 „ i ” f'd i � f = ,'y tee". °' . . ,. " 3 �` > £ < • ga y • • { PUBLIC UTILITY COMMISSIONER OF OREGON LABOR & INDUSTRIES BUiLD.NG, SALEM OREGON 97310 PHONE (503) 378 - 6191 September 21, 1978 Wats Co DetriffaJOW Patat[T 8048 John R. Sko rtes Rt. 1, Box 575H Beaverton, OR 97005 T�.ank you for the opportunity to review your revised plan tor the driveway access to your property and proposed ware- ,:ous _ between the Grade crossings of the Southern Pacific Tranrpor ration Company ;nd the Oregon Electric Raiiwa•v Company, at Bonita Road, Tigard. Each of these grade crossings are equipped with flashing lights and automatic gates. The ?SAC Staff has no objection to the construction of the revised propose3 driveway 13 inct led at �e drivewa `s l6. : •'r Road. '^.- should fa a -.d apnlv4 to yehi ,S _i,na your ware ouse `aci itv. The No Left 'urn" sign will insure that vehicles will always have an automatic gate arm in their Driving lane. Without the No Left Tor,," sign, it is possible that a diver could turn "shore" drive on to the railroad tracks when the automatic gate arms are down. The sign will aid the prudent driver. It is our understanding that the No Left Turr:" si n wi: be in before any vehicu a,t traffic ma es use o new riveway. This X11 include vehicles duri the con ruction _phase oche - Project. This letter reconfirms our letter of March 2, 1978, addressed to you on the same subject. Should co _:.ions f • omm has the ri•nt and o• i•atio� • ` • _. �!•� '# - mo _�.T cy45 :masTa■F =T 1r - ut -hi wa ra.e crossin A. This wou d include the propos veway. • 1 � � • r ✓Doira A. `St `:11 -t / `! Transportation Specialist Rail Rate and Service Division lm :3305C • ,4•1;';;; ' '''' " ' '' • • '' . ; ' • ;-,%,,, •t', ,' ' , ' ' ' , '''' 1 0 ,Y 10 .V *4 --- - -- RECEIVE , . I , OCT 2 5 1978 o r>ropsed iiuildinr for NATIONAL SAFETY CO., COY OF TIGARD City of Tirerd structural Plnn Check • Younention genern1; ('eneral notes call for allowable soil hcarinr of rq1 psf. TM PlOC: Provide data to substantiate the use of higher values sot forth in table no. P9-B Hlristinr fill appears not to be blaced in accordance tith accepted enrinoorinr ornctice. Siibmitt information on this fill, in rerarde. tn renoyal or compaction to ^lake it suitable for bearing. t . ' nosign onginoor (L.V. Thomas) shall incorporate on his plans the dosign informmtion for the steel super structure such as: n. Tvne of frane end their loads and reactions. (two types atterm!tAnp b. 'M inchr is supplied on the 24' X 50' portion. c. 'ItorA tress forces at east side is interrupted at the P4' X !;), portion. "z.how detail or explain. d. Unless ;trnn-Steel "shop drawings" are certified by an Orer certiflce orofessional engineer the plans shall contain adelu •-, inflr—lition to interpret the steel superst'tucture standard rnc-i- noerinr late. This includes calculation for vertical and later lia (shear cPhacity to be shown on plans) - hear capacity inforratIon by Stran-Steel is 140 plf when :!ctual , °) cheer is hir-her at some walls and diaphragm (175 plf ) • , . • . ------ . - - (--- \ - - \•I \ \ a I \ - s " --"‘ ,—,- ,i'' '_.._-/ • , \ J N ;.', . _ ir ...... ■■•■■ ■■■.....■......................--...................... — , .........----- ay, 0117. a . pn uno 1 VAN WALEMJN-CONSNJLTING 044711NEEN CIVIL / ernuctuRAL cuoff pitY of Tigakd Willtional'Seety Co. PORTLAND. ORROON 122244" PRRITATC ..—....—............■.., . h j ft f ' STAFF REPORT TIGARD DESIGN REVIEii BOARD A October 10, 1978 - 5:30 P.M. Tigard City Hall 12420 S.W. Main Street Tigard, Oregon Docket: SDR 49 -78 (Warehouse) • Reauest: For site design and architectural review of a proposed 9,840 square foot warehouse. Location: 7388 S.W. Bonita Road (Wash. Co. Tax Map 2S1 12A, Tax Lot 4000). • Applicant: National Safet Compan , I. Basic Facts: r, 1. The site is zone M -3 "Light Industrial" zone. 2. The site is a. wedged sha bordered by Bonita Road td parcel B acres) othenorth,SouthPacifich is Highway Railroad tracks to the east, Chicao Railroad track to the west and Ball Creek to the • 3. The site has a drainage flow to the south (approximately 2% overall grade) into Ball Creek. 4. The vegetation of concern is located on the banks of Ball Creek and is comprised mainly of moderately sized deciduous trees. 5. The southern portion of the lot is located within the 100 year flood plain. II. City Council Action: 1. Minor Land Partition MLP 5 -78 - On September 13, 1978 the Tigard City Council upheld the a warehouse project with the following conditions: Road 1. That the approach or access to Bonita be filled to an adequate height. 2. That Bonita be widened and improved at applicant's q expense to provide adequate width and an appropriate '+ access apron. 3. That an access ;.. and the Public Utility bCommissionerrfor Wanhadequateo et of access and egress. ' 4. That P.U.C. permissi �� permission be obtained for any adjustment to ; the crossing - guardrails to provide appropriate access. 5. That the parcel be submitted to the Site Design Review Board for approval of the site layout before any building . r permits are issued. , 'S i ' STAFF REPORT TIGARD DESIGN REVIEW BOARD Oc�ober 10, 1978 - 5:30 P.M. SDR 49 -78 Page 2 i s, G 6. That provision be made that additional right -of -way be dedicated for the necessary footage along the width of the property to bring Bonita Road to collector street standards for future widening. III. Staff Findings: The required parking is as follows: 1 parking space per 1000 sq. ft. (gross floor area) 9,840 sq. ft. (gross floor area of proposed warehouse) 9 • ,840 sq. ft. /(1000 s ft. /l q• parking space) = 9.84 (10 required parking spaces) F The applicant is proposing to build a 9,840 square foot prefabricated r': metal warehouse on a wedge shaped (.85 gg awkward access /egress drive centrally located sbetweenhthe1Southernn Pacific tracks to the east and the Chicago - Burlington Northern tracks . to the west. The railroad tracks are approximately 90 feet apart i1, at the proposed site's entrance. i. The plans indicate a narrow access drive (12' -13') to the proposed warehouse. The Tigard Municipal Code (18.64.030) establishes the minimum requirements for access /egress for a commercial site at 30 feet with a hard surface pavement over 80% of the required %. access width. This equates to a paved 24 foot access drive with 3 t! foot shoulders. lot is 27 feet wide p and l cannot 6h sically�accommodateethearequired 3 foot shoulders. This deficiency should not create a problem as long as the remaining access drive meets the specified code P requirements. When the required access width is incorporated into the plans, y parking spaces 7 & 8 will be directly affected and need to be repositioned. By placing parking spaces 7 8 9 & 10 to the western perpendicular t property line additional maneuvering areas for the trucks utilizing the down ramp can be gained. This new parking sb, placement also creates a triangular landscape area directly to the north of the new location which will reduce the blanket effect of the asphalt on the site. f The plans indicate a second loading docket in the southeast portion pg of the proposed warehouse. The feasibility of trucks backing up (approximately 100 feet) into this docket by maneuvering around a parked car (space 3) is highly g Y questionably. t Therefore, to lessen the congestion parking space 3 is to be ' eliminated. a g The applicant is proposing a limited landscape plan which must be r, modified to incorporate the required access drive. Due to the nature -0, of the site, the placement of the proposed warehouse and the required P . �,.4s ,' s�t'sr�,! `'% ^;X.if '�aS;L� � . r.:. = ' v . , *' ,1 4�� ) * 1 �� ��� tr L 4. ���'+e x ry)'`d:3 ,�. 4 M�� ��, .. r 7'.+"` XMw �� �'r"'�" -4 �, �" t � _ t ��'l "„ r � m �, �., fir^¥ �, ax, 4%3•14°41; a p . � - - T � a. ' tet t „ x ,1�' �i r .u+ e ' v j' a } ' 41,, , r ;' ` ,e z "t 1 '* s� .¢�- v t n+a '�" ' �` �f r � .wt''.44',, + o �.+�h � � i� Y� g � 3 4 . d4 °r : .s . .. .. ...> _ .w.,. ..e. _..., _. .. -moo., .,,..., b z. w... m.....» W. aa:«.... wu. a.,. x:.., 4. w. r,. w. ....,......,�,. .,...E.�,+.�is..�:a Y q STAFF REPORT x 1 TIGARD DESIGN REVIEW BOARD "' , October 10, 1978 - 5:30 P.M. SDR 49 -78 Page 3 ) widening of the access drive the remaining landscape pe areas are „, small. Therefore, unless the remaining landscape areas utili , ze I r brighter planting materials the site will basi'caily 'becone ail asphalt strip with a metal building on one end. The use rhododendrons, azaleas and pieris would add color, cr=eate A a ' pleasant work site and reduce the impact of the asphalt strip. k IV. Staff Actions: k Staff recommends approval subject to Tigard City Council conditions . and the following Design Review conditions: - ...-1 a , 1. The access /egress drive shall be a minimum of 30 feet (44. foot ,i' paved surface with three foot gravel shoulders). ig 2. Parking spaces 7,8,9 & 10 snail be relocated perpendicular n .. t} to the western property line as indicated on the plans. ft' 3. Parking space three (3) shall be eliminated to reduce traffic congestion near the rear loading docket. 4. The remaining landscape area shall incorporate brighter plantings to reduce the impact of the asphalt drive ifig (rhododendrons, azaleas, pieris). : ; 5. A revised site plan, landscape and irrigation plan shall be submitted to the Planning Department for verification and r� approval of the incorporated changes. ' C, 57 4Ai L I b 'IAV 12 &W N sTorri um AziteremEar a 4. } 1,x4 :=,„,, . , mi 5 h + r te �1 4 # i. aMvO rd,_'; ''.. ;��. ''wa . q.'. 'at.'us.,`".`',.7,i 1.0,4 f ,` 4' '-" dO rifir Aston r .k w .vr*s`... , �� '%�I. " �& vbi �.,� v� � t � .'�...�Y'�' . �. *'"� i d �,' � , - RECEIVED MAR 2 7 1979 IRVIN A. COOPER anf OF TIGARD CIVIL ENGINEER March 23, 1979 OFFICE 227.4123 WILLAMETTE BUILDING REGIETERED OREGON PORTLAND OREGON 97204 WASHINGTON Res 2484433 City of Tigard Building Dept. 12420 S.W. Main St. Tigard, Oregon 97223 Plan Check U78-320 ottn. 'ev a I Ci n NATIONAL SAFETY Co. Proposed WAREHOUSE 7350 S.W. Bonita Rd. 'TL' 4000, T2S, R1W, W.M. Suhject; (A) Fountion soils appraisal and CE) inspection of footinos excavation prior to concrete placement. CA) An initial inspection/survey at the site, December 5 was reported under date of December 26. Six paragraphs delineate obser Nos. 1, 2 6, 3; Nos. 4, 5 F. S outline speci'ic items to be implemented, j) Froperty Owner John Skourtes nas authorized supervision of the work, which will be reported to the Euilcing Department on satisfactory completion, 1. A. Cpoper Consutt Engineer c.c.; J. Skourtes Soils - Foundation 1 STRUCTURAL DAMAGE APPRAISALS FOUNDATION SOIL INSPECTIONS SURVEYS INVESTIGATIONS • March 20, 1979 Mr. Ed Walden :ity of Tigard .Tigard, Grecon fic "erence: 7350 SW Bonita 2d. 10,200 Sq. Ft. warehouse ;ear 11 Walden: -etter of understanding on the following points: A. Rouse sewer line from ',S.A's Interceptor sewer will be layed per state plumbing code. A "T" will be installed at the junction where the 10* angle was installed by the LSO's contractor. t,.• 2 . '.s Mr. Cooper, soil engineer, confirmed to you in December 78 and re- confirmed, he will inspect the site prior to the pouring of the concrete for the footings and will notify you that the inspection was made and approved by him. Sincerel;, Joe Wilson # National Safety `0 any • i j r . if �� + � - )11.42-c ) mi l C 5a°r ;y k'w+xb Nx °W'a :.' s n .r ,.. ✓.v:.,. ,..,d_ n... :�__ ._. r .... .... .. ... ,:... _.... _ _ S r HAAnr �- 5505 S E Mitwaukie Avenue Combines P.O. Box 02201 Stevens, Thompson a Runyan, Inc. Fe B FC �� V FQ Portland. Oregon 97202 and - i' J9 (503) 234 -0721 A.A. Mathews, Inc. City �� TWX 910 -464 -8042 PT-0780-324 OF ""RQ February 1, 1979 -7,0004 vogioT44 Mr. John Skourtes National Safety Company, Inc. FC3 ; - ; Box 575 Beaverton, Oregon 97005 U. S. A, WASHINGTON Dear Mr. Skourtes: As you requested, we are writing this letter to describe the work done by National Construction Company on the sewer service to your property and the sr reason for doing this work. As I understand it, the work was done by National under their contract with the Unified Sewerage Agency beca;:se U.S.A. included in your easement the agree- ment that they would have the connection to the interceptor made crd the ser- vice pipe brought up to within ten feet of the surface of the ground as it existed at that tirne. This was a more difficult connection to make than the ordinary one because the interceptor had to be in a steel casing passing under the railroad tracks and was at a considerable depth. The contractor had to cut a hole in the casing and one in the interceptor sewer, install the sewer service pipe, place concrete around it, extend it up to within ten feet of the ground and plug the end. This was the extent of National Construction Company work under their contract with U.S.A. and was inspected by Mark Braun, inspector for STRAAA Engineers, Inc., under our agreement with U.S.A. to it spect the work done under the U.S.A. contract with National Construction Co!, pany. The excavation at the end of the pipe installed by National was left open for your convenience and you were advised by Mark Braun of the need for safeguard- ing it because of the proximity to the travelled way. It was your responsi- bility from that point on to make whatever arrangements were necessary to com- plete your sewer service installation. Sincerely, • STRAAM Engineers, Inc. George C. Capelle, P.E. Senior Engineer GC C : j s L./// Ys cc: Don Schu*., Unified Sewerage Agency A CRS 'Design Associates , "c Cc• Part!ano Hoi;ton Rod,. t jea t R Mih r..nw ' r ,.� i os Ar ,oarK airsrnr ptia ^ +a. & v � De, ;ar Wasn.rglnn, Core+';atNes. Rya m Rar• „ orutnr, ;a . Y CITY OF TIGARD i January 9, 1979. Wilson Fire Protection P.O. Box 4309 u Vancouver, Washington 98662 q° Subject: October 27, 1978 Plan Check Review by Tigard and your 1. letter of December 30, 1978 on National Safety Bldg. plans at 7380 SW Bonita Road, Tigard. Dear Joe: is Per your letter you indicate you have complied with all items of Plan Check. After reviewing plans and your letter of December 30 we find the following items have not been complied with: Plan Check Item #2: Enclosed in your letter of December 30th "` was a letter from Irvin A. Cooper, Civil Engineer, to National Safety Company recommending procedure to upgrade foundation stratum and recommended concrete mix for footings and floor slabs. In order to P " preclude any future disagreement between owner and City Building Department we will require, under Sec. 305 (Special Inspections U.B.C. 1976, a written statement from Cooper Engineering, stating that you have complied with all items of their of December 28, 1978, before any concrete is placed. 4 4 On your Par. #1 re structural steel plans I might remind you the National Steel Company plans and computer print -out are not } stamped by any engineer. You did include a letter of certifTtion £, from National Steel Company signed by a J. William Reuscher, P.E. f'' for a certain type building with certain restrictions. Your Par. #2 with regard to the Fire Hydrant, plan does not meet the requirements of Tigard Rural Fire Protection District letter of April 26th, 1978 which requires a hydrant within 250 of any part of the proposed building and accessible. ■ Your Par. #3. Before any building g permit can be issued, City of Tigard will require evidence of statement by ;,;le Tigard I Water District that arrangements* have been made with them to furnish 9 potable water and fire protection water to the site. This has been donee to date by you or National Safety Company. Your Par. #5 - Before a permit will be issued the illegal tap at the sewer main is to be exposed and capped to prevent any infil- tration into the main sewer line. D ' Please note: that Item #5 of October 27 plan check will require the existing house sewer now laid without a remit will be re -laid per State Plumbing Code. The permit for the t;ouLs sewer is part of Sewer Hook -up and Inspection Permit. 3 f E. is k. i t;; F r ; ' ,t , d 'r,, i4, ,"1, ∎' t,, ' `' ' hl p; s S. ` I am returning your check #2448 in the amount of $2,540.00 for the following reasons: u 1) No building permit will be issued from this office until all above items have been complied with. ' 2) Following is the correct breakdown for building permit V when it can be issued: Sewer - Tax Lot #4000 = .81 acres X 4 = 3.24, 1/4 acres or 5 OU's , OU's X $600.00 each = ! f. j i��00• DO f Inspection 50.0 Total Sear ewer ee q' Building Permit = $321.50 / F.rb''N Plan Check = 160.75 _ , 4% State Surcharge - 12.86 '` 495.11 E Less Pre -paid Plan Check -1E0.75 Total Permit Balance 334.36 i I Street Improvement Program & Assessment k per Tigard Design Review of October 10, 1978 t 1 Parking Space required for each 1,000 sq.ft. of bldg. Building Area - 10,200 sq.ft. = l0or ,: r : 1e parking spaces required 0 $50.00 each = 000c00 ' t Site grading, paving & storm drainage permit - 60.00 4% State Surcharge - 2.40 k TOTAL - - - - - - 0. k Sincerely, Edward T. Walden, Building Official F ETW /pl - , dW il r - .P.1' . il: . „ •" " : 6 . - 0- - ' .:- ' ';'" f-.461.MZ ' II, II' ir IP _,.„ ow , p I JP ro. w ,„,,__.,, r ik. • I. lk. , • m'' —:', 4309 o 7804 'c E. 138 Ave Vancouver, WA, 98602 g, N 4- Sna. 200-1 Home 206-256-4519 4., locember 30 1978 .1 A r Nr. Ed Walden Buildlitg Official for City of Tigard Tigard; Oregon 97223 Subject: Reference plan check list prepared by you, dated October 27i, m National Safety Company for building pennit, metal warehouse Tax Lot 4000 .81 acres Bonita Rd. ,-, Dear Ed: We have complied with your check list which was the reason you gave me for not issuing a building reneit at the end Of October 1978. f, .ay• f.. It #1 done: Method of anchoring guard rail furnished to you. , r Item#2 done: (trigiaal footings design rejected by von: redesigned footings f -f, 1, 1 for 1.800 P.S.F. turned down again: we hired soil eneineer he okay'd building , site for 2,500 P.S.F. 1O0 L.L., D.L. which means original nlans is iubaitted 1 by If. 7.1omas our structural engineer were correct because -- weight of any v one footing is under 2,5am P.S.F. , 1, Para #1 done: Structural steel plans together with engineering computer print out furnished to you stamped by the third engineer which you requested us to retain. Para #2 done: Additional topo and site plan furnished: hydrant plan furnished r, as required by Tualatin Rural Fire Protection District: additional drainine plan furnished: approval from B.N.R.R. furnished for drain ditch use. A P Para #3 done: Plan for driveway furnished: copy of County street bond furnished: water for building will be furnished by Tigard Water District. In lieu„of we • li have the option to drill well per State of Oregon law, no permit required'. Para #4 done Not applicable, Unified Sewer Agency accepted Southweod Park Intercepto- sewer and put it into operation in Mmaaber, 1978. r A L continued page 2 , PA, A., „ - '.:-'''' ' ' - '' 1 ,2, 4,4„,,,';','1:7:.*,e•g;.*Ettig/1,',41.':',I.,a,111 '4 . C. '",4::<7 ••<.4 .':.,,,. 2 ..',. ' ' ''< 'YA,A4 • , ,,? - - •, , , ,. ' '' : 2Y,..',.:,',!;.:.<.',V.•:.%,: 74.t.5404.5.,;?ft.,.,!':',4,00',...., , ::, •; . ..?..4,-IN,:, ., , 4,1 . .; 7i1P .:' W= :' • ''''''. •'''''' ' , ,44:1441F: '''''''''0101AW ti page 2 , . .' , , ali.',141t;,%7.:it`:1:1,,,,•4:5.k'1,4,V74 5 t4140PT10.440P , . ., - ,,,,<< ....;:.4,,I.-.„-, ••,..,.-:,e,J7<,.'7.-',<K.A.,,OWt.,0!,* ,i.v..tk.k...A,01,0, ' , ..:.;: , k• .- 0. , ',.. . ; -,, i.K 1 t7 , 00,47.0,,:,.• Para #5 done: ,..,:,; .•: ' , , i•.„A„ We agree yorihetirre seriOrnie0.1aelleldfor A187 Plumbing '':Code., Further , Cterification to be fUrniehekiihenitarer.,;11.36100,..-.:A.,'::-.:',4,A.41.* interior 'Pleabing permit. ,,,, ,,, ,.,,, k• . ', ':,:.4„'„,, '. .,':,,',' ',,,,,,,*,•' ,-",, , lw, i' . - 4 . ,44„:14-:., ,, ,..,,,,.<... „..,.„,' -.,' : , ' ,0,. , ,N I . • We are confident ...- . / N 1 ':.'.; r':,-il‘ . Z: ■::' ' f' ,1 ' ; ' ., r ' ' ' >:i,.1 V, ent you are inegr,eeptent witit.rabOve;,-.Wee.*OKi#0m141,to41k."'' if you will now issue a bullailig:! we can .,. Enclosed check for the fellowintlees: • ..f: „. , , ,,r Sewer fee $1,499-, Development charge 50„0:-:,..-. ..,„ Metal whse valuation 81,089. bal. of permit fee 249. - .. . . . t.,:::.".,'",:.•'' ..',-.1,,,Jc:00.1 4.!.. V';1 '.- <A . ' ' - • - -',”' ''' , . ,-.' . ' ,..<.,,,,,< / 4 . • <,..., _ ,.,•.. - , - , Xr •• . .,& If you are not in agrearent,:erhat item we, no comptw migon,TmArdc ,4-.., to your October 27, 1978 check ...am.a,. - we reviewed above.W10.„11,;!: respect to your position and our financial hOrdShiPteituisle,of thelordizate .,, - -. delays we would appreciate a prompt written reply. ''k• . Respectfully ......-• s, Joe WiT'Sran National Safety Company 4 ;,...«..1 ■ ' , t Encls: check payable to City of Tigard for building permit feeCi, $2,540. copy of building official, Ed. Walden plan check list, dated 27. October ,.3.•.vikli 78. . ik •s4:: • • . ,,, , r■ '4,,5 ■ , ,443,3 ...:44, . • .!-!'il • t72 .;, - :74' , .yft§Mi ' ,4 1 f .,•.,', . Z . e S. .. .. , . . . • , ,,4 ' H ."`,',. ,:.,*'.. ', `.",, .' :::''':'''' . r ' '. ' '4:Z,:,44tekAVlkdltLaAf'a r g4i A,t,,,t6"/ ,x "i t f r 0 IRVIN A. COOPER *w' Clwl !N IDLER Cicember 26, 1978 ern OF.tCa !8:7.4133 Acep.raUM wtu..ra..0 auustuta OReaas* vro�ttAD. Oastoom 69204 ?; WASHINGTON R[B, 2445 53 JAN • 5 1979 NATIONAL SAFETY Co. Ratite 1 Box 575 an OF TIGA 4 4 Beaverton, OR 97005 ,; Attn. s John Skourtes Plan Review 78m320 Res Proposed WAREMOUSC ' 7350 S.W. Bonita Re. ' • TI.' 4000 ' T25, R1W, W.A. * City of Tigard "' Subjects Foundation appraisal at lowlent site to identify soil and outline procedure of upgrading building ;, footing bearing stratum. ',i The property is a roughly triangular shape, extending southward 1: from Bonita Road, straddled by two railroad lines, situated on grades built up to elevation 151.5'. A 144' contour traverses the 650 foot long x 171'/15 (1.4 Ac.) plot, the central e.•ator ' proposed for a 10,000 sq. ft. Warehouse, with finished floor at elevation 145 feet. .' An inspection at the site was conducted December 5 for the P express purposes of Foundation Soil Appraisal. Preliminary � excavation for perimeter footings had beer made some weeks past a and footing guide forms placed. Cessation of work end ravages u of wet weather were determined to have been factors causing appreciable disintegration of the trenches. An earth fill with ,f rocked surface was found to have sustained its initial sousnd placement, with minor exceptions. In assessment of the site status, with respect to suitability for the purpose intended, the following selielt items are delineated for correction end isplessentetions '-' 1- Soil of the area was identified as the typical unit of the Tualatin Val'.sys CLAYEY -SILT, a fine - grained, dense, uniform stratum. 2- Fill materiel in place was recognized es native soil, A existing in an acceptable coepected state. 3- Excavation for perimeter footings had been made through the Fo o anal firm oil past eeks period oP eater acc t usula$i n from ra have w created a super - `s° saturated condition n in the trenches. 4, Page 1 STRUCTURAL DANA68 APPRAJRAL8 POUNDATION ROM (NSPR'YWN8 SUDP6'Yg INVESTIGATIONS i iV1.41 - ' ' ''''''''14 *,i5!7.I'l:r''V'I5'`nV'''' , ' , V , '' : ,',. ';`')N ,„0,4,4m'%*70.04, 0 „. ,..,..•,,,,,, * i.1 c, ' Ifb. ,,,',.1 . .': , w Lt, A C...., Al: r Z '41. : . AP' /; 1 e ( C clj 1 ,14 Aftittitt ■',. , JAN - 5 197 , an a 1 . , 4-4 4- Preparation for concrete pleoemsnt oil/ requires 1:1 e- Extension of excadatiOn to4oundjoi/iA 6 latches eider. b.. Bic:krill fookikitA*400hei ',tit' Ot=k0Av*!** 2.00 (4 11000 tO4Oiliio nit 100 tlfv.„% tfoup to Send) -, up to P1***it1gaitii Al elevation. 11 5- The FILL,OidHin 'plate 'extends ',Watt three riot beyond �$rifIfter e!00.0 01: ground 0 -iet 111 '? , ..t, c00 0 10 00004W 114 : 1 0 0 01h:00 00104 .'., kits, SO4tiiiii 'ILL is Ta4611.11M090'41 li biraddiirit thl'idiaatdre to riabie the Our- ?‘ fiidtalipeto 1i2:(#1a) 6- Existing drainage ditches Outio.t!lu pimpuis# porilitef, currently iegotottaa,,4*,wo,t „*.e .:.,. to assure adequate runoff to tbo-nakatial creek ****01;a9 et the Mouth sector of the plot (n tributary to Finna .1..' .1. Creek). :1 ,„ • ] The procedure sill upirede the foundation atrati osrcitting A structural design to utilize soil livid battering oiMecitys 2 ,^ 2400 Lbs. per Sq. Ft. for 100% C.L.sL.L. ,• !'l !., It is recormended thet concrete strength be specified by minimum cement content of S# ox. per cubic yetttte assdia a ds0401 high strength produbt, (3000 PST) for footings 5 sx (2500 nil) for floor slab. „• (,,-,. , 4:-7 ” (- • t . I 0 // 4 • N ( : . $), ! A ICsco I. A. Cbi , ..: .,, .v. c.c.s 2 Consulting Soils/Foundation E. 41 Fuer . :t. A - ;., 4 tl 't Pegs 2 of 2 4 • • 1) 1 — ! 1'`I i I Cr i 1 �1 i_) I — ! ► I r 1 - _i r i r t i i r i , r t r 7 . r t _ a r r i r I ,r. I Otto 11., RE. Nov 1 5 1918 4 VAN WALSTIJN CONSULTING ENGINEER ( (� TIGARU 1 Civil /Structural 610 S.W. Broadway Building, Room 602 Portland, Oregon 97205 (503) 222 -3452 November 1•. , 1978 y 7 Proposed building for National Saf etv Co.. 4 City of Tigard .r i. l.4?") S.W. ',lain t Tigard, Oregon 97223 Art: Mr. Ed Walden: 1 Dear Ed: ')n November 10 I received a telephone call from the builder of ebovo °reject. In tie teleehone conversation he questioned ',, my report dated November 0, 19'8 reuerding the foundation. I e,rc.reseed to him that he has shown no understending of ena<1nee rin& anience at all and recommended him that enee verbal technical advice , fl should el through his engineer mr. Themes. -e o'estioned the project Dickenson where 2000 psf soil bearinr was , seed and that I was the project engineer. I reminded hit: that his plan show no satisfactory technical information to substantiate a 7000 psf revised later to 2 001 p sf and no enctneering calculations were furni =hed on the design of the footings or explanation on the k: benrinrz value assumption. I 'esume that the City end myself are not in business to give free - -aviee on the design of the project. I would be willing to direct or. Thomas to U.B.C. chapter 29 table 29 -8 and footnote 1. It is a pity to have to explain en engineer the code to that extend to obtain a soilbearing value of 1500 psf per example. However to prevent ` City and ovself to take responsibility on the design of the project the project engineer should document his design criteria and not blindly accept suggestions we might make. Also the conversation of the contractor was threatening and very unmannered that I will refrain to have any direct conversations with him in th- future and instead relate any technical advice directly to his design engineer. e Sincerely , O.P. vac: Walstijn. " f p ; l e. r' V ; ,1 , .,� ,, ° ^ =.6Vai": ' ago a" W4 x+ X,`� " ' w 4^.r4 k.,6 lam„ a ,,,, x .�„�W..w 1 "'f 11 1-1 i ,.� i 1 t i C i r i Li Li Li !.. i L f t t 1 v AN WALSTI IN (I NSl'LTINC ENCINEER ('i:rl!Srrucuu:l L I n s.W. 11r ra.lw.ry Building. Suite 603 - I' „r tl•ur 1, ( )i t2 g rn 97205 (503) 2" -3453 Job _Pr :? �' _ bui lri Inc for National Safety Co. Job Number _ —_ paQe November 3, ' 97d Subject: Telephone Coll 0 With Conference D With - Field Observation gl With . Ed Walden of the ^ t ty of Ti - :trd • b.,r •, 1 I have rtade an inspection trip to above ^ct site end observed the following: ^' flan end building floor was excavated, leveled and formed Th' rmnndn tion end floor construction. The excavation at the foot,i' gs sh roots at hearing level. The prep. ^red 1-, r sii ice sh we,i vegetation covered with an average of one brru•-ht in granular material. Chet :-ite was never stripped -off for top soil and - -t" ton r-uet: Qs ?rAS9 and weeds. - ”or — Nrriendetion to require the following sitework before ;, �, ° ati on • :ter'' can be permitted: 1. • - -+rr-enic material and top soil from areas under .r.d• reeved ereas. - _11 — et , rirl to consist of a free draining granular material. -,f the fill to be done under the supervision of a - -i l e-, Soil engineer shell also direct the method of 1 5 'r, ar .hove fill raterial the soil engineer can recor•. end , :se In site material if in his opinion such is acceptable. T ...; _, to '. irect you to UBC cltaptea• 29 sect. •(a)• "A soil investi-•ntion n^-? a report of satisfactory placement of fill, both acct? ?t,' :11 t- t ".e i•+nildir_a Official, shall be submitted. r'N•i ? ° s state level and should 'be enforced to .protect life = ni . :,Pre also section 2905 (a, 'b, c• and f) r c Distribution .r, r • / ••f A>s • • >4 v �'t TO THE ELECTED OFFICIALS; City of Tigard DATED: November 6, 1978 In answer to letter written by John Skourtes of November 4, 1978, to the elected Officials, City of Tigard, regarding building site at 7380 S.W. Bonita Road, Tigard. Plan Cheek Report on the National Safety Building: Site and Plans dated October 27, 1978. On October 19, plans given to City employed structural engineer, Otto Van Walstijn; his report received on October 25th, which stated certain deficiencies in the plans. On October 31, Vic Thomas and Joe Wilson came into the office. They informed me they were representing John Skourtes for the National Safety project on Bonita Road. I gave them each a copy of the Plan Check report and went over the plan deficiencies. Vic Thomas has since supplied certain structural corrections which is now in the hands of the City's Structural Engineer Plan Checker. The Structural Engineer, Vic Thomas, has now shown his footing design to be based on 2,000 lbs. per sq. ft., for which the City will still require a soils test to verify the stability and value of the fill area where the building is to be placed, as to whether the existing soils will support the 2,000 lbs. per sq. ft. Item #2 of the Plan Check has not beem complied with. The City has not received any new drawings showing Item #2 request or the second half of Item #3. Item #3 has not been complied with regardless of what Skourtes' letter of Nov. 4th says. Item #4 has not been complied with. Skourtes has made an illegal connection to the Southwood Park Intercoupler sewer without a permit. Now, in addition to all of the above, Skourtes has been served with three (3) citations, and is scheduled t. appear in Municipal Court Tuesday, November 7, 1978, at 7;00 P.M. tti 4. 4 t'S .4, Page 2 - To the Elected Officials One is for grading and filling without a permit; one for starting construction without a permit, and one for connecting to the sewer main lateral as provided by U.S.A. without a permit. In addition, a Stop Work Order was legally posted at the job site - 7380 S.W. Bonita Rd., on October 24, 1978. Skourtes removed the Stop Work Order, as witnessed by Mt. Alan Nickelson, and has since been observed doing form work at the job site. (See attached Sections ;ram U.B.C. regarding Stop Work Notices. CITY OF TIGARD Building Official E. T. Walden /br i • • • •••,, t• �i h • BURLINGTON NORTHERN 1101 N.W. Hoyt Street P. 0. Box 571 OPERATIONS DEPARTMENT Portland, Oregon 97207 National Safety Company October.30, 1978 Route 1, Box 575H Beaverton, Oregon 97005 Attention: Mr. John Skourtes Gentlemen: I wish to confirm a conversation, review and agreement reached between your Mr. John Skourtes and Roadmaster John Espinosa this morning relative to a drainage situa- tion near Tigard in Oregon. At that time, it was mutually agreed you have the right to deliver the surface runoff to the drainage ditch extending along the edge of our oper- ating right of way and that there would be no problem in handling the normal runoff. We also spoke about request for an easement on railroad property upon which to construct, maintain and utilize a water line and we reviewed this matter with you. It is not the policy of this company to grant easements for util- ity lines to private individuals. Very truly yours, J. dwards Sup intendent WVC /mbm A V � National SCompany i Subsidiary of National Steel Corporation The otture way a MAW LETTER OF CERTIFICATION TO WHOM IT MAY CONCERN: to n: October 27, 1978 This is to certify that the Stran basic components as Indicated on Siren erection drawings incorporated in the building described below hove been designed for the /odds specified In accordance with good engineering practice utilizing the following recognized standards where oPWoWime Mit M -A., A. A. I.S I., A W S. Additions and deletions of with- . victual Parts os well os the non- standard use of standard components or ports is not covered by this certiticoticn and is the responsibility of the local builder- (Any exceobons ore noted below - J a{lttDER 5 CUSTOMER _ ° iil IGO a +r I ,TA u N` ` ai7x 575 I eu .ot. SSL C 1 USTOpERS ADDRESS Beaverton, Oregon NA __.1 TO ME ERECTED AT DESCRIPTtop OF au - -- --- - -- • .- Oregon -- SPAT 60 - 16' BH, 150' length (6 it 25') 1:12 SMW 24 - 14' EH, 50' length ( 25') 1:12 cc•O L O.p —_ -' -- ..- -- '- - - - - -- T 6 .Yr LOAD TO ROOT ��w - - -_ - - -�--� 2.06 psi (to frames) 1 30 psf -� k .. LIVE LOAD TO FRAMES -'- -- - - -- _ .D LOAD OTHER LOADS 30 20 pet • LOAD COY9,pAT,omi • �y ✓LT wt; None �DLTt LL /2+wL; DI,t®VL /2+LL i STRAp lOa OR 213 Ny H8- 23213 -fix •,.ME AMO TITLE NATIONAL STEEL PRODUCTS COMPANY . MANUPACTUW1 rWTas :V I j. William Reuscher, P.B. 1 • Builder is responsible for providing for the lateral s i outside flange of the rigid frame column at standard girt and flange insi brara end locations for the open - common wall condition. ce 2. The 1' -6 roof extension is to be attached to the load 60 and the load 3 frame of the SCR tYPe wad tape 2 bearing end frame of the MAW 24. , 3. Wing unit purlins must be erected lip -to -lip and lapped per 2T201. 4r� �NC'INEc C 8678 v „ p CC D M Yashiro c .,2 4 „...„. : p � ' � 4 P. O. A FC 1 2 �g� Box 40490 i . s lye � \� Houston, Texas 77040 • 713/466 -2211 I /4 M RED' Cable "Stran" Telex 762 -979 55 -I•3 -A PLAN CHECK REPORT - October 27, 1978 Re: National Safety Company Structural Engineer Thomas Proposed Building for John Skourtes at 7380 SW Bonita Rd. Tigard Plans as prepared by Thomas Consulting Engineers. Plans Review by City of Tigard Building Official: (Item #1) Fire Life Safety Review was completed by Department of Commerce, Salem #78 -320. Tigard Building Department agrees with these findings and that the plans be revised to show required, Roof Coverings, Guard Rails at Ramps and method of anch an d" a statement that this is to be a 8-2 occupancy only. of the review. Copy enclosed of the Fire Life Safety Check. (Item #2) Structural Safety Review was completed by 0. Van Walstijn Structural Engineer. City of Tigard Building Department agrees with the findings of Engineer. Therefore, the city will require a Soils Engineers report to substantiate the use of the high value for allow- able soil bearing of 3000 P.S.F. Existing fill now indicated under the foundation was placed without a city building permit as required by Chapter 70 of U.B. Code. Following list of items required by City of Tigard Building Depart- ment per City ordinances. #1 The City will require 2 complete sets ofodrawgslofntheeSteel Building. Each sheet to bear an approved profession' stamp, and such drawings to be reviewed by the City's Consulting Engoneer. In addition the city will require proof that the Struct- ural Steel items to be used at the job site are indeed manufactured by Strand Steel as drawings indicate. #2 Required that Site Plan drawing accurately shows the locati fire of the potable water to be supplied and the location of piping hydrants as required by Tualatin Fire Department, also all building and site drainage. Plans indicating how storm water will be deliv- ered to natural drain areas. If drainage is to be accomplished by using adjacent property some document showing approval by adjacent property owner, and how storm water will be drained from ramps. #3 Documents showing that water will be furnished to building site for potable water and fire hydrant by Tigard Water District. See attached letter from Water District. Plans acceptable to the City of Tigard Public Works Department and Washington County showing details of elevations, fill, concrete, asphalt, width, and any other requirement for entrance and exiting from Bonita Road to property. An approved drawing by Washington County and copy of street bond is acceptable evidence. #4 Per attached letter from U.S.A. Sewer District: The existing s1,1 lateral from Southwood Park Intercepter U.S.A. sxs and until sewer contractors wor k and 'z. - = \\ \ v� \ ; ! ) ) } \ #5 That existing House Sewer now laid without a permit be relaid per State Plumbing Code requirements., Sec. 317 Sec. 315, Sec. 318, Sec. 406, Sec. 407 and Chapter 11, Sec. 1106 (bj for bed material, City of Tigard approved material is not lees than 4" depth of 3/4 minus - See U.S.A. agreement. Approved materials include asbestos cement, non - pressure pipe A5&1 #C428 -74. See Table A Chapter 2, See Sec. 1104 for marking of all pipe and material. 1 } \ } } Edward T Walden { Tigard Building Official } ] \ ] ETU /PI § 2 Enclosures } \ \ \ \ \ \ \ \ \ \ � . � ( \ � y y � . : � «w,v� � +% « v > a . «� � v ©� � » . . .. . .. ... z . . � . . v .. . �: