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7335 SW BONITA ROAD .00 4 o- 61 r f 57-0, 575' .............................................. V_ r I f -41 10 " 1 40 ST . '.)PN PERMIT NO . 448(; I OF 14 -W - m W W A 1 1 NOTE: IF THIS MICROFILMED 4 5� � i � � i I � I ! , , fi. .l i I � I , � ! � .i i i � � 111l1 � ! � ! I ! ib 11 12 DRAWING IS LESS CLEAR THAN TRIS NOTlClii -17 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. AE 8Z 9Z LZ 97 SZ 110? cz Z Ll 17 0z 61 191 L1 91 si b1 E1 21 11 of 41 9 L 9 li F, 24 )( M ARCH 28 1992 ... ....... EXIGTWA DRIVEWAY GURNEY DATA PROI'1 CURVEY QT 11E6TL, Z C4ON6IJLTANT6 t ` --- - -- - -- - - - DATED MAY, it" 1 t t 1, SEE DETAI • t 1 � I to � t 1litT GD. EXIATMG 00'v2WAY PjAitit;cIAWL 1 t t 1 MAWA R4 IA�lS .•.,,r tt�IV $r"Ah Iter,' gR'rA '-- ce AREA DRArN 641ST.4" ' lTft- eAR1 6EUER CONNECTION IE. 143.15 t 46 wl GTE MANHOLE �0. 1 M \1{A/ ..t R•20' \ 14i -U1♦. -" (EXI6TNG) �I '''��1 6W.1� - �' ,��0 I.. •jI - PUTTJ!!E (J� GIJIQG l INE r tAlr• I - 141 +-- -------- y 4f A - 0 'A -- 1 , / fyQgl car - - O 12' ST6 r + CSC \ - < __ _ - -r - �- _ / p S•OJ66ft l�1G1t - 4t'.t 14f,R! ��' tJL4.1�-�, _ \ MAi1.EiOX - - ff ■�' 0► o C. sr ,- 141 A .p11i�� 6 �� y _ d� �� z A AbI I X50.1 -•••,A�•1. � - -1A6'. - _ -- - - -� - � 141.44f , � GUARD RAIL , EXI5TMG EDGE�- n 1w63 �OI�R flP. r F'. *AN ■'IPE SAW CUT OF PAVE'ML�'NT - - - - - (��.J i^UF� S.V41TAIPY SEWER - z-z T mac: -7=z�--i :z - Z-s-r- 1A 4 - --- - --- =__rte- r 1 .-z ..Z:__-r �--. Af 41_-�7_�_�_--� - -- 60 A At A, A' A d MANHOLE S . W. B 0 N IT A ROAD RIM 14602 Sl]I FUTlJwlE 6LOf•E GROLND 61LOWAGE TO/ ILr . IE(N)MAW EpF PAGvET"1ENT - � DRAIN T'O G.D. IE(E)134!67 4109 F'RE6ENT c� 6AW CUT IE(W)133.11 --' FILL 4.11 NO Ler TLI' l} to �., CGI9TRACTD2 TC IIJSTIILL u� I RAU u- 0 ...I Q kRL'-E' ,r.aP z q v _t TEMPORARY ROADWAY IMF''ROl/E ENT W W � IO DRIVEWAY W IF. 41.90 1`�1`- '� 4i PAVING TO BE C-LA66 C MIX (06HD), 2 I/2' OVER I I.1lOPERTY LCE S - z b' (3/4'-)GRU6HED PRIOPERTY LCE TO 4- 0` I,' EDGE OF PAVMOI_ SAW CUT EDGE OF PAVCG. 'u /G Tt.N ISPSN RIM 145.15' y � I I43.1!� CAW TO ` Q ` C a� ��•�s` �'}louc�x w��,eusNF� ,tock 1460 I I IW I 1 1 1 I 1 l 1 1 I I I 1 f 11111 r 1 1 : 1HIiiIII I 1 1 Iil 111 11 1 1 1 1 I I I I l I +1 R•�2' P 1.46 J4' 41wi OPE mPJb>R @6T6 1412.3b'L to 4 4- -TTT 7 ---- -- --------- ------- ---- - ------- -- - --- ---------------■2' epi (, 144! � T , R■3, 6ICiN WATER C.ONNECTIC"V \LUSTER SERVICE - VERIFY LCAT PER CITY OF TIS , 16'-3. SPECIFICATIONS - TJO LEFT Tli}WJ' / Lr+GATION6 PRIOR TO 4r-6 ---- : PI�OPI .E AT BIE R LINE DRAN LINE 0"TTa1cTION \ b' EXTRUDED C'.l.IIRl9 / 1 EXI6TCG EDGE i' _ I"X7NI ATROFIL.LR ■ - ' I(01C'IZ. ON A. G. PAVfNG plc PAVEMENT I' 5'-m' VERT. i" 2 DETAIL SI'■IMING ISLAND SIZE AND PL Tip's^.--iriC F>� d'Y cocrr�t�'cr.�,�•�9Dcoloi/CE �-- S AW40C �'t lu•Si'><igLG TJS�E �'�"L51.d zr m i ONE • Ott N0. g)-104 FORCEsso A DE�S cwt •ss,��r4cr ,tirL,y,P �.�� B� Jo TWO Ne,. 3 SEVEN Na 3 6ARy AT t" Gt, w. -W, -- 7 ' C"irf NOTES ' r" wAAS (. 3/4• PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY 11-- I.W. -- y ENGINEER ONLY IN CONC, PAVEMENT OR GUTTER, AND TO MEND THROUGH I,----Lw.-- I yb' TYR - THICKNESS OF CONCRETE. I A -„�,-_ Q 2. 0ON5C CATCH BASIN PER DETAIL, BUT WITH DIMENSION "W" TO ACCOMMOOAM LARGEST • - PIPE OLA SPECIFTkD. l A CONCRETE SHAD. ATTAIN A MNIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. LW 20 DAYS. --- A ILLaR MATERIAL-5EE 4, W APPROVED BY ENGINEER. WALLS MAY BE POURED AGAINST UNDISTURRED EARTH, ul EXCEPT FOR 711E TOP 8 , WHICH SHALL BE FORMED. NOTE 1. OWG. N0. 0-101 . 5. R%CKFILL SHALL BE COMPACTED TO 95% DENSITY THROUGHOUT. C TO C TYR _. v ,.I Q OVERSIZE CATCH 6ASIN'� a STEP5 ARE REQUIRED FOR DEPTH GREATER THAN NOTE. AMA TO BE USED wITH ftECES9E0 WRE /illi ONLY. SFE OIMG. NO. 0-Ia• 4 FEET. INSTALL 2 FT. FROLI TOP TO w1THIN 1 FC. OF BOTTOM. - ■ ■ca JI p" FRMK OIEWL SEE GWQ NQ D-R2. 3-4 �El)K EuQ MR TYP. -�0.EOG[ FLAT IIAR r"'\ F01! MATE NAIL KE GWIL NO. D-1`33 SEC fECt101 - ly2TYPICA"_ OR AS -�/ I�3� �2 i[Cs SPECIRCD BY ENGINEER ll� SLOPE OF PAVEMENT SEE DRAWING NQ CS-304. 1 2 A4 _TYP s x•"v "x d-L PLAN --- --- -t '/' URN 41/■ l -"-�-! Of PAVEMENT _ 2 1 PLAN CUBGRAOE - o NG CS OR -304 OWU. NO.B PLACEMENT U-004.104. Marti X18 3/ ■ X s�@ SECTION A-A -� SO EDGE F1 XT BAR lId EA.) 41 WEE l�JE 1W PIPE DIAMETER WETERMINFS A - - "W -SEE TABLE BELOW. 27,MAX, SEE DRAWING NQ D-',OO FOR P L A N ( I O PLAN 6 SECTION A-A. � �"'- � •�----.,� VARIABLE •--•---•-Mr- ----- -.- .-.__ �_.� �2�� Lf MIN. La f SEE -- - PROJECT 1 PLANS) . T Y P E * W DIA. PIPE T Y P E N►. - 1•w 1/4 \` S B"x s" BOLT STANDARD 1'-1 10=me STANDARD I' _ 1 1� 1'- 0• I SECTION A-A i NOTES' s• W_ 6• I OVEfL;IZ£ Z'-A3/B" 15"-Zf 1 OVERSIZE .4 1. NO SUMP ALLOWED. FOR ;RATE TYPE St±£ DWG. NO. D-103 - - -- 2. BATTER OF IN" TO 1" TO SECTION B-B 1 REQUIRES 2 CRATES. r _ FACILITATE vDRM REMOVAL I REOUIRES TWO GRATES, SEE A TYPE - 0lA. POPE W;-- I.W. WILL BE ALLOWED. DRAWING N0. 0-102. ak "STANDARD' AND •iNLcR3►7.E" ARE NASpN(LTOfi TILE COPY 3. TOP Of W AL HOLE +k• � COUNTY DESIGNATIONS liTANOARD 10"^12• I•- 31/4" I'- 1 7/6 AT SUSGRADE. STANDARD" 9 "OVERSIZE" AR� 1 O SECTION / - MMSHIW;T'DN 00. DESIGNATIONS arms r M"-2T" 2'-431 ' 2'•3S/tt" lu SECTION N N 1 REQUIRE] TWO GRAT[S APPROVED FOR CONSTRLC-TION CITY OF TIGARD R STANDARD 6 OVERSIZE ARL WASH.CO. OESIGNATIONS 4 �--- z�'� M/r- '4''�c�9 DArf w� S.ALE PROD. NO. BY �_, �•✓� DA7e 3 CATCH ISASN 4 CATCH 15ASIN 5 CsRr4 +� �'RAP1E - ----_ 1'•Imo'-E" wIRA ee.1 DRAWN NTb ''_ NT6 - NTS N1'6 SHEET NO PLOT PATEG, 9/13A%ft 3 !/12/1!09 - Will `R J P BONITO/9m88G-5 Of ..ir. .. ;.,��„ . � u` �s,..iw.wn.-.....,ewnq�s.'r._ .►- - _.� ,. -.,•�.,. ,,,�.,� .,.:;wN•aq .. _ J _ .. •-- ....-, ""' .. «.....w1 t f Iii -..,� ..,..•.u,;•:..• ..�....,...•��:��`..» a�iy:Ml „'.Iw... . Y".. r 1 1 111 1111111 1111111 1111h11 I)II111111i11�1 1)111!, 1111111 �1111�1 Ij'Illjl Illllj 111111 1 1111111111111 111111111111111 111111111 Jill II lI1111111111111 lIIIIIII11111111111111111111111 1 � � 1 I ,1 'ATE; IF THIS M ICROF I LMEU - I 2 .j 4 -- 5 d 7 9 10 DRAWING IS LESS CLEAR THAN THIS NOTIC6r-11 IS DUE TO 11f.QUALITY OF THE ORIGINAI DRAWING. OE 62 R2 LZ tit SZ 02 E2 ZZ 12 OZ 61 BI ZI 91 SI bl E'1 21 11 OI 6 B L 9 S b E c 1"■�11t tNIInd1R11nRINuIuNIRIdNHlu1{�RR�iRIRRIRRIuubIRIIHdHu�1d1n11HRlRRIu11111HhR11u11hn�In11h1uIIIn11R11U111nu111n111111nNIlllllut11111LII1n111uhi.Illl�thul�IWNIRIuHIN�►LRIhN111u1htultuuliulllubllllullllllillullllullwl r � 1 �. MARCH 28 1992 PILE N0. 3gL4-cog BONITA Rn. - 7335 STR. OPEPI PRMIT I i j O TANT04" r ES m cif TE _T ,M 1 1� OF PHONE - ,/[REACOpF F.11 EXTFN91CIN TEtEPI10NEl PLEASE CAIL�`� CAME TO SEE YOU WILL CALL AGAIN WANT",TO SEE YOU MUSH September 27, 1991 CITY OF TIGARD OKEGON OTKM Construction, Inc. 1.631 S.W. Jefferson Portland, Or 97201-2551 RE: Street Opening Permit # 344-89; 7335 SW Bonita Road Dear Mr. Madison: In the matter of the seven thousand dollars ($7, C00 . 00) Street Open i- rmit Performance Bond (#76-0120-10646-89-9) between OTKNI Constructic,r, Irc , and United State Fidelity & Guaranty Company and the City of Tigard, Oregon; this is to serve as written acknowledgement that the City has no further interest in said Performance Bond and, therefore, declares that this assurance obligation is void. If you have any questions regarding this matter, please contact John Haaman at 639-4171 . cerely,� Randall R. Wooley City Engineer C! Anchor Insurance 6 Surety, Inc. F.O. Box 25150 Portland, Or 97225-5150 I 13125 SW Nall Blvd.P.O,Box 23397,Tigard,Oregon 97223 (503)639-4171-.- --- Jo �j G. k7 I/if CONSTRUCTION INCORPORATED LETTER OF TRANSMITTAL Portland, Oregon 97205 (503) 241-2875r,ATE -- /�� Al . To C/ �� 1/17L n C� �/5 / 4P. / GENTLEMEN: WE ARE SENDING YOU— Attached Onder separate cover via the following Items: Shops drawings Prints Plans Samoles Specifications Copy of letter Change order COPIES DATE NO DESCAIPTION ^� IALf�'rr�7 THESE ARE TRANSMITTED as checked below: IJ For approval lJ Approved as submitted ❑ Resubmit copies for approval �r your use ❑ Approved as noted ❑ Submit _ copies for distribution --fJ As requested ❑ Returned for corrections n Return corrected prints CG For review and comment f] 1-1 FOR BIDS DUE _ 19 PRINTS RETURNED AFTER LOAN TO US CONS'RUCTION INCORPORATED GARY R. MADISON Vice President 1631 SW Jefferson G Portland, Oregon 97201.2551 (503) 241.2875 FAX(503) 274.9691 -"� SIGNED: 'e iot as rioted, kindly notify us at Enc I D �_ GC'rirl V4 Kia, 4-A4 CJ , C-C"�'ec� /Z 41 2675 11 k% fv eed,-f� Ao rk>,Q 4.0 I-Je- Pm' V.c ) . & I( is op, 44V ___ � .__,ter+_�..__.�. ..u. �,� APPLICATION _. STREET IMPR%"' MENT/EXCAVATION COPY TO: ILE ORDIN,,_ E NO. 7414 (YELL W) -IN (YELLOW) •INSP. (INSTRUCTIONS ON SEPARATE SHEET) C] (PINK)-OTHER AGENCY � (BLUE)•APPLICANT APPROVED 74 APPLICATION NO.: 89 NOT APPROVED ❑ Cl I1' O TIGARD, OREGON FEL AMT.: : $280.00 PENDING FEE. PMT. ❑ (111 Y IIALL RECEI T C7C)/c)545 PENDING SECURITY O PUBLIC WORKS DEPARTMENT BY � DATE PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND M PENDING INFORMATION Cl FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED X ANNUAL PENDING VARIANCE L, EXPIRATION DATE. PERMIT NO 344-89 DATE ISSUED- I2Z1 — 13 Y��t (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INGTALL Temporary street & airiage-.--- imtorovementa;lLimwer/wateMS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. services #241-2875 APPLICANi � t_rjf ron, I --�1631_ S,d,_lefferix _Portland, OR . ADDRESS CITY PHONE----- --.ONTRACTOR _�SdR1e�_. __- -- -- -__---- --_._-- NAME ADDRESS CITY PHONE PLANS BY- VanDomelen/Looi 'en McGarriglg�auf_ _3933 SW Kgl�11 Ave• �Q1�t]� _9B�72QI -4453 NAM ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): 3 7000.00 _ (2) EXCAVATION DATA: _ vow DPFicE usE- cMliv- OA4 x s 7_C1QQ.Q4 = s_2$.Q•QCL DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY STREET - f NSPEC- _ boni.ta 1 see attac ed pla R TIIN —�-_ - E O -- - U E ESTIMATED STREET OPENING DATE: ___1 S LTIMATED S'rREET CLOSING DATE: D 7000.00 STREET SECURITY NO. SECURITY AMT.: S —. CLOSED _ SURETY CO.. United States Fidelity_& Guaranty Co. F.NAL 1 n 1 CENTIr1EDCHECK _CASH u •OND INSr EC� �Z�' -t( (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL '* SPECIAL PROVISIONS , CONDITIONS FEATURES; EXCAVATION LOCATION AND EXTENT. N L. All work shall conform to the attached plan and to City Standard -7 1 _4 I 1 1 Inspector (63 -41711 pCior to URB - ' - - x x - - _ - I\ -- starting work. Bonita Rd. 3. Traffic control to he I;)m j rlpd -- - -- --- - - --- _ for by_contractor and shall be in Dace prior to starting work. I I 1 I 1 (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTO'! COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES, TO DEPOSIT THE REQUIREC SE":URITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT Or THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE: ` OATR `' / -` =40 1 First interstateBank of ,N.A. 011846 CONSTRUCTION INCORPORA I ED EastPortland Branch 1224 S W. 171h • PORTLAND, OR 97205 Portland,Oregon PHONE 503-241-2875 24-1211230 089 DATE CHECK NO. CHECK AMOUNT 09/19/89 011846 "•""•""280. 00 TWO HUNDRED EIGHTY DOLLARS AND 00 CENTS PAY TO THE ORDER OF City Of Tigard ~�^ 11'01184611" 1: 1230001231:069 0 & 3S7 AUTHORIZED SIGNATURE 01M CONSTRUCTION, INC. PHONE 503-241-2875 VENDOR NO. VENDOR NAME CIT590 City Of Tigard TRANSACTON DATE REFERENCE GROSS AMOUNT DEDUCTION NET AMOUNT 09/18/89 CHG ORD 008906 280. 0 . 00 280. 00 OF T]:BARI? - RECE i F T OF F'=AYMFNTHEC tdG.I. •1tG NOME: (?l'h M CHF'Lk 011OLINT 281JC7C?IL7" . (1f) ALII'RE'S 5: 1::_2a EW I ':TF CA`H ANCIUNT . 0t) FORTI-Al%jr,, CII: 47201 FOYMENT f)ATF: 0y-;''2--S9 LsL.CI.k' HO;ODDR: PURPOSE OF PAYMENT AMOUNT FAIp -URPOS E OFF'A rMENT _____________ h'iCn I ----•-----•____.___---.-----__�__.._ -IIT F•',1!_� Ft._iELIC IMPROVEM (78?) 280. C1Ctt TOTAL AMOUNT FAIR - -- - F0 0! -MIW CONSTRUCTION INCORPORATED 1631 S.W. Jefferson, Portland, Oregon 97201-2551 PO. Box 8459, Portland, Oregon 972.07-8459 LETTER OF TRANSMITTAL (503) 241-2875 FAX 274-9691 DATE JOB NG .To �� 4 GENTLEMEN: WE ARE SENDING YOU ! Attached I J Under separate rover via the following Items: C1 Shops drawings Prints Plans F] Samples 1 Specifications r] Copy of letter Change order COPIES DATE NO DESCRFMN 49 THESE ARE TRANSMITTED as checked below: �/Or approval ❑ Approved as submitted ❑ Resubmit copies for approval �T7✓For your use ❑ Approved as noted C1 Submit __ copies for distribution R! As requested ❑ Returned for corrections ❑ Return _ _ corrected prints L7 For review and comment p 1 FOR BIDS DUE - 19 _._--- P PRINTS RETURNED AFTER UJAN TO IIS REMARKS: COPY T0- '10 If enclosures are not as noted, kindly notify us o ce. To GARY M,1DISON ` ,%'(,hilt 11th R UNCI{ h til IAF TY, INC. OTKM CONSTRUCTION, INC. 1631 SW ,JEFFERSON 18155.W.Marlow Ave.,P.O.Box 25150 Portland,OR PORTLAND, OR 972(.1 97225-5150 (5113)297-4014 FAX(50.1)292-3386 REGARDING: CITY OF TTGARD PF.RM11' BOND DATE: 9-19-89 HERE IS AN EXECUTED BOND ON THE CITY'S FORM WHICH AN OFFICER OF THE CORPORATION NEEDS TO SIGN BEFORE FILING WITH THE CITY. PLEASE BE SURE TO RETURN THE OTHER BOND TO ME AS I HAVE TO RETURN IT TO THE SURETY COMPANY. THANK YOU FOR YOUR HELP IN THIS MATTER. SINCERELY, ANCHOR I&S VTCKT NTCHOLSON BOND MANAGER ENC. BOND l# 76-0120-10646-89-9 STREET OPENING i ERMIT PERFORMANCE BON', KNOW ALL MEN BY THESE PRESENTS that we, _OTKM CONi.TRU,"TION, !NC, __. as Principal, and UNITED %TA'F3 FIDELITY AND GUARANTY COMPANY as Surety, are jointly and noverally "e. d and bound unto the City of Tigard, Oregon, in the sum of SEVEN THOUSAND_ ANL` _NO 100 -------------- ----- Dollars (y7_000.00 --) for the payment of 6,hich we jointly ano severally wind ourselves, our heirs, executors, administrate-s, successors and assigns firmly by those presents. TnZ CONDITION OF THIS 9OND IS SUCH: That whereas the Principal herein has made application to the City Engineer of the City of Tigard for a permit to _ MAKE PUBLIC STREET IMF_ROVEMENTS UNDER PERMIT # 344-89 within the City of Tigard right-of-way of SW BONITA ROAD �� _, Tigard, Oregon, under the provision of Ordinance No. 74-14 and 76--11 Code of the City of Tigard, and whereas said application was approved by the City Engineer of said City and a permit issued, subject to and upon certain conditions, directions, stipulations, terms, provisions and requirements provided for in said permit, a copy of which permit is attached hereto and hereby made a part of this bond to the same extent and effect as if written herein and specific reference now made to all the terms, provisions, specifira,tions and r..,-iuirements act out, declared and provided fcr in Paid permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly obe rve the terms, provisions, conditions, stipulations, directions and requirements of said permit and shall in all respects, whether the same he enumerated herein or not., faithfully comply with the name and shall assume the defense of, indemnify and cave harmless the City of. Tigard, ite officers, agents and employoon from all claims, liabilities, loon, damage or property directly or indirectly resulting from or arising out of the operations or conduct of said Principal or any subcontractor in connection with performance or conduct of the work under said permit, and shall in all reeper_ta faithfully keep and observe all of said terms, provisions, conditions, stipulations, directions and requirements, then this obligation is void, otherwise it shall remain in full force and effect. WITNESS our hands and seals this 19TH day of SEPTEMBER , lg 89 OTKM CONSTRUCTION, INC. BY: �_ Countersig n e d by: UN(IITED STATES FIDELITY AND GUARANTY COMPANY Ag - ANCHOR 1NSURANCEe&t SURETY, INC. \� �tAU �t . v\� P. 0. BOX 251 $dress VICKI L. NICHOLSON PORTLAND, OR 97225-5150 ATTORNEi-IN-FACT Attorney-in-fact br/StrPerf.mst CE' I FEE) _oji'Y GENERAL POWER OF ATTORNEY No. ._ _iuo664---- Know all Men by these Presents: *]'list UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the Ir.ws of the Sta-e of Maryland, and hnving its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute ar,d appoint Karen Bristol, John D. Klsmp, K. C. Kraig, William K. Thie, Vicki L. Nicholson and. Dames P. Dooney of the Citv of Portland State of Oregon its true and lawi,tl attorneys in and for the dates of Oregon, Alaska, Arizona, California, Tdaho, Nevada, Woshington and Utah for the following purposes,to wit: To sign its nan,e as surety to,and to execute,seal and a%;:nowlydge any and all bonds, and to respectively do and perform any ar,d all acts and things set forth in the resolution of the Board of Ilirertors of the said UNITED STATES FIDELITY AND GUARANTY COMPANY, a certified ropy of which is hereto annexed and rnnde n part of this Power of Attorney; and the said UNITED STATES FIDELITY AND GUARANTY COMPANY, through its, its Board of Dirertors, hereby ratifies and confirms all as,l whatsoever7t-.ocx" anyone of the said Karen Bristol and the said John D. 10.ump and the said K. C. Kraig and the said William K. Thie and the said Vicki L. Nicholson and the said James P. Donney may lawfully do in the premises by virtue of these presents. In Witness Whereat, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its Vice-President and Assistant Secretary,this 15th day of July ,A.D.19 88 UNITED STATES FIDELITY AND GUARANTY COMPANY. (Signedt Bp,..., Charles D. Zimmerman, III fire-President. (SEAL) David P. Winger (Signed) ..... ..........................I...................... Aaristant Secretary. STATE OF MARYLAND. t ( ac: BALTIMORE CITY, On this 15th day of July A. D. 19 88,before me personally came- Charles ameCharles D. Zimmerman, IIT ' Vice-President of the UNITED STATES FIDELITY AND GUARANTY COMPANY and David P. Winger ,Assistant Secretary of said Company,with both of whom 1 am personally arquainted,whn being by m( severally duly sworn, said that Ito y, the said Charles D.Zimmerman, III and David P. Winger were respectively the Vice-President and the Assistant Secretary of the said UNITED STATES FIDELITY AND CUARANTY COMPANY, the corporation described in and which executed the foregoing Power of Attorney; that they each knew Ilse seal of said corporation; that the seal affixed to said Power of Attorney was such corporate seal, that it was so fixed by order of the Board of Directors of said corporation, and that they Signe-1 their names thereto by like order as Viet-President and Assistant Secretary,respectively,of the Company. My commission expires the first day in July,A.D.19.90. tSEALt (Signed) Margaret M. Hurst .................... ...... ..................... Notary Publir. FS 3 (1.87) COPY OF RESOLUTION That Whereas, it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power and authority to act for it and in its name in States(other than Maryland, and in the Territories of the United States and in the Provinces and te-ritories of Canada; Therefore, be it Resolved, that this Company do, and it hereby does, authorize and empower its President or either of its Vice. Presidents in conjunction with its Secretary or one of its Assistant Secretaries, under its corporate seal, to appoint any person or persons as attorney or attonieys•in-fact,or agent or agents of said Company, in its nano and as its act, to execute and deliver any and all contracts guaranteeing the fidelity of persons holding positions of public or private trust, guaranteeing the perforninnces of contracts other than insurance policies and executing or guaranteeing bonds and undertakings, required or permitted in all actions or procerdinfs, or by law allowed,and Also,in its name and as its attorney or attorney-in•fact, or agent or agents to rxrcute and guarantee the conditions of any and all bonds, recognizances, obligations, stipulations, undertakings or anything in the nature of either of the same, which are or may by law, municipal or otherwise, or by any Statute of the United States or of any State or Territory of the United States for of the Provinces or territories of Canada, or by the rules, regulations, orders, rustoms, practice or discretion of any board, body,organization, office or officer, local, municipal or otherwise, be allowed, required or permitted to be executed, made, taken, given, tendered, accepted. filed or recorded for the security or protection of, by or fol any person or persons, corporation, body, office, interest, municipality or othrl association or organization whatsoever, in any and all capacities whatsoever, conditioned for the doing ur not doing of anything or any (nnditions which may be provided for in any such bond, recognizance, obligation, stipulation,or undertsking,or anything in the nature of either of the same. 11 Michael W. Vann an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY. do I -^by certify that thn foregoing is n .:a, true and correct ropy of the original power of attorney given by said Company to Karen Bristol, John D. K1ump, K. C. Kraig, William K. Thie, Vicki L. Nicholson and James P. Dooney of Portland, Oregon , authorizing and empowering forth,which power of attorney has never been revoked and is still in full forcer and effect, theft to sign bonds as therein set And I do further certify that said Power of Attorney was given in pursuance of a resolution adopted at a -egular meeting of the Board of Directors of said Company, duly called and held at the office of the Company in the City of Baltimore, on the 25th day of Novrmher, 198). at which meeting a quorum of the Board of Directors wns present. and that the foregoing is a true and correct ropy of said 1 resolminn,and the whole thereof as recorded in the minutes(of said meeting. In Testimony Whereof, 1 have hereunto set my hand and the seal of the UNITED STATES FIDELITY AND GUARANTY COMPANI"on SEPTEMBER 19, 1989. (Date) r ........................ .................. ..............., 4sai.a1errr1 Serretarr. 1N r BUND 11 76-0130-10646-89-9 PERMIT BOND KNOW ALL MEN BY THESE PRESENTS , That. ws OTKM (, NSTRUCTION, - - - - -- -- as Principal, and UNITED STA ES FIDELIT" AND GUARANTY , a corporation of the State of MARYLAND COMPANY lawfully daing busin as in the State of. OREGON is Surety, are held and firmly bound unto.__ CITY 0. TIGAI D J! the penal sura of 5EVE T U'AIN_1. NO/l(1_Q_ --- 701.LAIIS (f . 7,000.00 _-----_ ) for which sum well and truly�to be paid, said Principal arid Surety bind themselves jointly and severally, firmly by these resents. THE CONDITION Of Tt1,IS OBLIGATION IS SUCH THAT, WHEREAS , the above oclunden __ _ OTKM CONSTRUCTTON, INC. has requested or obtained a p, rmit fr CITY OF TIGARD for the purpose of MAKING_ 1 CUT IN S REF.T - '" - - -.-.-----_-_._, within said CITY OF TIGARD �� — --- -- -- for the period beginning _-- SEPTEMBER 14 19_89. N(W rrMT�- t the said ____ OT C( NSTRUCTION, INC. It(.C. - -- -- - - -- sh' permit is in full fo a and effect faithfully observe �VE` $i�� f12�.< E _ a CITY OF TIGARD tiv�� ovis ona of all Ordinances o the 4e.-CAS CUTS IN TREETS regulating me oid; otherwise to remain in fuI force and effect. y. OVIDED, Ii0WE1i, the surety shall have the right to can el this bond at any time by a written notice, st' ting when the canr dation s .all take effect,end served on or sent by registered mail to ___PI OF _iIGARD, CITY HA',Li TIGARQ,_QR___„_91Z at least thirty (30) days pr or to the date that the can elation becomes effective. SIGNED, SEALED 1,ND DI�TEV this _ 1 AM— day of__SE.PTEMBER-_y 19 Ii9_, CONSTRUCTION INCORPORATED 1631 S.W. Jefferson, Portland, Oregon 97201-2551 PO Box 8459, Portland, Oregon 97207-8459 LETTER OF TRANSMITTAL (5n3) 241-7.875 FAX 274.9691 _IMIT TO GENTLEMEN: WE ARE SENDING YOU Attached fJ Under separate cover via _- - - the following Items: 0 Shops drawings L 1 Prints I Plans 1 Samples I ' Specifications r-1 Copy of letter I! Change order i I CONIES / DATE- NO 0 CRIPTION _z*p.e .. G THESE ARE TRANSMITTED as checked below: U For approval I Approved as submitted ! I Resubmlt _- copies for approval ET-ror your use I I Approved as noted Snhc!! copies for distribution _P� requested ❑ Returrmed for corrections I Return -- -_ - . corrected prints ❑ For review and comment �] F1 FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS: ------ — ------ -- -----------RE6rNintt--- —_ —_ -----_ -_. PiiNnmunlb Derelopment COPY TO: _ — -- SIGNED- ,, If enclosures are not as noted, kindly notify u l VAN OC =LEN/LOOtJENGA/ L�LS��r� U(F UIURSINUUMUL McGARke%3LE/KNAUF C-1--ilrinq EngirTeel-, DATe Joe No 1 3933 SW KELLY AVE./PORTLAND,OREGON 97201-4393 (503)222-4453 FAX(503)240-9213 ATTENTION — -�1r LV i _�RQA p l�/ ,sdr�cc�sE — _-_ ------ WE ARE SENDING YOU ,Attached ❑ Under separate cover via the following items: I i Shop drawings V-Prints f-1 Plans ❑ Samples (_I Specifications I-1 Copy of letter ❑ Change order -�Q�II�TjQ(,(�T��/l� 5T COPIES _DATE NO. DESCRIPTION -- - C-5 �N1PdR��Y _tl off+-OccJ�4`l 1MPR�Ik �- o SON ESTn M ATS THFSE 4RF TRANSMITTED as checked below: je For approval ❑ Approved as suhmltted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ CJ FOR BIDS DUE .— _-19 ❑ PRINTS RETURNED AFTER LOAN TO US Cl�/y REMARKS ruN?__ -- -- I Z 2 W- 17+1111 - ------ — --- IIII r Ill SIGNED: If enclosures are not as noted. Mrndly notify ue •t once VAN DO =LEN / LOOIJENOA/ Job McGAII RIG1LE /KMAUF Client Consulting Engineers Joh No. By k;t:z Date ''-�� &I t No. Ise 46 ;Coqe 7�= 1 co ti f y 16, v dy McG�'`j 3933 SW Kelly Ave. / Portland, Oregon 9.7201-4393 / (503)222-4453 /FAX )503)24B-9263 June 20, 1989 r CITYOF TIC�AIW OREGON Mr. McGarrigle VanDomelen, Looijenga, McGarrigle, Knauf 3933 SW Kelly Avenue Portland, OR 97201 SUBJECT: SDR 89-11 Bonita Road Warehouse Dear Mr. McGarrigle: This is to advise you that upon receipt of five (5) sets of plane, one construction cost estimate, the name, address, and phone number of both the applicant and the contractor; I will commence preparation of the necessary street opening permit and initiate the final plan review process for public improvement work proposed to be done. Should you have any questions about this, please call me at 639-4171. Sincerely, John S. Hagman Engineering Technician dj/BRW-LTR.JH i 13125 SW Hall Blvd,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 ------ VAN DO" IELEN /LOOIJENGA/M, ^ARRIGLE/KNAUF Consulting Engineers e 3933 SW KELLY AVE. / PORTLANO. OREGON 97201-4393 / (5031 222-4453 PRINCIPALS ALFREO H VAN OOMELEN DIRK N M 1-001JENGA ROGER W. MCGARRIGLE -�+� �� JAMES E KNAUF June 9, 1989 (iws mur-1V at Memorandum to: Gary Madison OTKM Construction P. O. Box 8459 Portland, Oregon 97207-8459 From: Roger W. McGarrigle, P.E. RE: Bonita Road Warehouse Gary Alfson, P.E. , Transportation Engineer for the City of Tigard, has completed the review of our project . The City's Engineering Department has determined that the project west driveway will require an extruded curb along she west face of the right turn only porkchop. The remainder of the porkchop is to be painted 4 inch wide traffic yellow stripping. Also, a no left turn sign is required for east bound Bonita Road traffic. A storm drainage catch basin will be required at the low point of the existing paving on the north side of Bonita Road. The location of these work items are shown on Sheet G1 revised June 9th, 1999. Copy to: Joe Tennant Gary Alfson, P.E. , City of Tigard % RWMG:kmc C E f •1 w J =C`;♦ MF.ML�FR /`�CCi✓�O i s 7�� .7k �h'S �C.t-t7C-Gh .. SSS%S� /H /"C ✓/Gc.C> „ y f GV/Gt�.J O� fir-p/aOf t"rl �at��Cr , Mop IW S , t S P,-lcp 4r-C- t Eh M ,. s 4 c..sr_ s u 1 PROJECT: BONITA WAREHOUSE II # 9088 SUBJECT: STORM DRAINAGE 5-5-89 By: RWM GENERAL - The project is located on the north side of Bonita Road and on the east side of the Southern Pacific RR, in Tigard, Oregon. The protect is on tax lot 1300 in the NE 1/4 of Section 12 , T1S, R1W, WM, Washington County. The site covers 7. . 43 acres and is relatively flat, with elevated ground ( 3 ' +/- ) to the North and a drainage swale on the western boundary. To the East., there is an existing undocumented storm drainage system, and to the south, the Bonita Road right-of-way, surface drains from tli,. centerline to the project property. The site is not served by an adequate public storm drainage system. The existing system consists of a d-,ainage ditch along the west side of the project property, with an 18" corrugated pipe draining to the northwest. This ditch is fed by a drainage line from the south, by the railroad right-of-way, and by the project property. Because of the inadequacy of the existing drainage system, we recommend thE ., storm water be detained on site to mitigate the effects of faster runoff due to increased paved surfaces , and we recommend the use of a bubbler discharge system from the subject property to reduce the effects of erosion from the discharge into the existing drainage ditch. As recommended by the City of Ti-gard (Greg Berry, P.E. ) , Washington County' s Uniform road Improvement Design Standards are used for the determination of storm water run-off . A 10 year design storm is used and the effects of greater design storms are commented on. DESIGN - The existing site consists of 1 . 67 acres of AC paving and built-up roofing, 68 . 9% coverage . The proposed site will consist of 2 . 05 acres of paving and roofing , 84 . 3% coverage . The run-off coefficients are; Existin = ( 1 . 67x0 . 85 + 0 . 76x0 . 20 ) / 2 43 = 0 . 65 Propos -:d = ( 2 . 05:{0 . 85 + 0 . 38x0 . 20 ) / 2 . 43 0 . 75 VAN DOMELEN / LOOIJENGA / McGARRIGLE / KNAUF CONSULTING ENGINEERS 3933 S.W. KELLY PORTLAND, OREGON 97230 503 / 222-4453 2 The time of concentration for the existing condition_ is based on 210 feet of overland flow at. 1%. TcE = 20 . 3 minutes . For proposed conditions Tc is based on a roof distance of 160 feet at 2%, and 300 feet of pipe flow at 4 Feet per second. TcP = 4 + 0 . 6x1 . 0 + 300 ' /4fps/60sec = 5 . 85 minutes Rainfall intensities are taken from the Washington County table IX for eastern Washington County as follows ; Ie = 1 . 50 for Tc = 20 . 3 minutes Ip = 3 . 00 for Tc = 5 . 85 minutes The storm discharges are based on the Rational Method (Q=ACI ) . Oe = 2 . 43;.0 . 65::1 . 50 = 2 . 37cfs Qp = 2 . 431:0 . 75x3 . 0 = 5 . 4 7 c f s STORAGE - Based on an allowable discharge of 2 . 37 cfs . Tc I op Vol-p Vol-e Storage 5 min. 3 . 0 5. 47 1640cf 711cf 929cf 10 2. . 2 4. 01 2.406 1422 984 15 1 . 8 3 . 28 2952 2133 819 20 1 . 5 2 . 73 3276 2844 432 2.5 1 . 3 2 . 37 3555 3555 0 The maximum storage requirement is taken to be approximately 1000 cubic feet, or a volume of 411 cf per acre. The allowable run- off is 0 . 975 cfs per acre. These figures would be increased by less than 15% for a 25 year design.. storm The storage volumes are based on the following equation; V = 4d+3 / I S1S2 , where S1 and S2 are the ling and the short slopes of the parking lot basins . Solving this equation, given the volume and the side slopes , gives the pond depth. Using a 2'/ average side slopes , gives ; d = ( 0 . 0001333V) *1/3 . VAN DOMELEN / LOOIJENGA / McGARRIGLE / KNAUF CONSULTING ENGINEERS 3933 S.W. KELLY PORTLAND, OREGON 97230 503 / 222-4453 i 3 Surface storage will occur on the asphait paved areas , around CONTROLLED OUTLET CATCH BASINS , C.O.C.B. , located on the south side of the building. C.O.C.P. -1 Area = 0 . 44Ac , v = 181cf , 0 = 0. 43 , d = 3 . 47" C.O.C.B. -2 Area = 0 . 59Ac, v = 244cf, 0 = 0 . 58 , d = 4. 83" C.O.C.B. -3 Area = 0 . 95Ac, v 390cf, 0 = 0 . 92 , d = 5. 64" C.O.C.B. -4 Area = 0 . 1"/Ac, v = 71cf, 0 = O . i7 , d = 3 . 20" Orifice sizes , based on a depth to orifice from the -.im of 12" , are as follows ; C.O.C.B. HEAD DIAMETER 1 15 . 5" 4.00" 2 16 . 8" 4. 50" 3 17 . 6" 5 . 50" 4 15 . 3" 2 . 50" Storm conditions greater than the 10 year design will be accomoditated by increasing the pond derths slightly for a 25 year storm and then by flooding the loading dock areas until the existing downstream drainage facilities are able to handle the flow. BUBBLER SYSTEM - The total site discharge of 2. 37cfs is to be distributfd int.0 a gravel bubbler system of approximately 80 feet in length. The design discharge will then ,amount to D = 2 . 37cfs / 80ft x 60sec/rain = 1 . 78 gpm per foot The erosion potential of thi3 small flow will require a 4 inch thick blanket of 2 inch minus crushed rock along the lower edge of the distribution system. Periodic observation and maintenance should be: performed. The water level in the drainage ditch is expected to be above the level of the proposed discharge system during extended rainy periods . Thus the erosion potential will not exist during those times . end. . . Pik ;IAN DOMELEN / LOOIJENGA / McGARRIGLE / h.�iAtTF CONSULTING ENGINEERS OFP 3933 S.W. KELLY PORTLAND, OREGON 9730 503 / 222-4453 p Z-1 1 vouthern Pacific Transportation Company Room 251-N Union Station•800 Northwest Sixth Avenue•Portland,Oregon 97209 O.A.GRERLO GV"E'FNTENO[NT April 28, 1989 IN REPLv PLEASC REFER T'J H.R -AVENv A,OIOTANDUPE RIN TE NG[NT F1.A.CARR ONI[IION MECMANIl;AL MANAGER 314 (Tigard) Cd) M R.CHRI•JTENSEN J UI'l161ON ENOINEf.R f Mr. Jerry Offer Planning Department City of Tigard �H;� 1989 ?3 Tigard, OR 97223 /McCA�R,,.1u 1j,%4 Dear Mr. Offer: This is in reference to your request for comment on the proposed Tennant Investors development SDR 89-11 at 732.5 S. W. Bonita Road, Tigard. We are reminded of a similar proposal in August, 1988 by the same consult- ing firm of Van Domelen/Looijenga. In that plan the developer proposed to "daylight" storm drainage into the Railroad's side ditch. At that time Southern Pacific Transportation Company objected to this unauthorized discharge of storm water and advised same in a letter of August 12, 1938 (attached) . It was also noted that the City's Notice of Decision for SDR 88-15 required the developer to connect their storm drainage to a public storm drain system or provide an approved on-site system to prevent storm water from entering the existing level Railroad's ditch. Upon review of applicant's plans, again we see no provision for handling storm water and similarily applicant intends to "daylight" storm drainage into Railroad's side ditch. It is quite apparent this side ditch would he inadequate to handle increaser] and accelerated runoff. Please be advised that Southern Pacific Transportation Company will not grant applicant permission to discharge storm water onto Railroad's property. We request the City of Tigard to require applicant to make other provision to handle storm water runoff. Yours truly, 1 11 L. R. Read, Division Engineer Attrh. cc. - Van Domelen/Looijenga Consulting Engineers 3933 S. W. Kelly Avenue Portland, OR 97201 CCC/ljb CITY OF TIGARD NOTICB OF DECISION SITE DEVELOPMENT REVIEW 5I SDR 89-11 TENNANT INVESTORS APPLICATION: A request for Site Development Review approval to allow construction of an approximately 47,350 square foot warehouse snd qRn-ciated site work on a 2.48 acre parcel zoned I-L (Light Industrial) . Location: 7325 SW Bonita Road, east of the Southern Pacific Railroad right-of-way (WCTM 2S1 12AB lot 1300) . DECISION: Notice is hereby given that the Planning Directors designee for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision was based are noted below. A. FINDING OF FACT 1. Background An application for a Site Development Review (SDR 88-15) for construction of a 40,000 square foot warehouse on an existing foundation was approved by the Director in August, 1988, subject to 12 conditions. Staff previously had concerns pertaining to vision clearance and access reMiirements. Pscently, staff received revised site plans for this development for final staff review and it was noticed that these plane were substantially different than what was originally submitted and, as a result, a new review is required. The decision for approval for the original site development review (SDR 88-15) is valid until August 5, 1989. 2. Vicinity Information Properties .immediately to the east, south, and west are also zoned I-L (Light Industrial) . Property immediately to the north is zoned and developed T-H (heavy Industrial) . 3. Site Information and Proposal In the early 1900s a fire resulted in the destruction of the Dickenson building, a manufac.urer of jams and jellies. All that remains on the site .is a concrete slab and weds. The applicant proposes to remove the existing concrete slab foundation and construct a 47,350 square foot warehouse building. STAFF REPORT - SDR 89-11 - TENNANT INVESTORS - PAGE 1 Fifty-one parking spaces, including two handicapped parking spaces, are proposed. Approximately 16 percent of the site is proposed to be landscaped. One access is proposed along SW Bonita Road and access is also intended from a jointly shared access with the adjoining business to the east of the subject property. 4. Agency and NPO Comments NPO /5, Northwest Natural Gas and the General Telephone Co. have reviewed the proposal and have no objections to it. The City Engineering Division has reviewed the proposal and has the following comments: a. The site fronto Bonita Road immediately east of the BOutaern Pacific Railroad. The vertical profile of Boi.ita Road across the railroad tracks 1.e substandard according to current design -riteria. The r^..lroad crossing is much higher than Bonita Road on either side of t_ne tracks. A preliminary profile of Bonita Road indicates that a fill of. approximately 5 feet 6hall be required to elevate Bonita Road east of the railroad crossing to meet current design standards. Half-street improvements, typically required for site design review, vould not be feasible at this time since full width reconstruction would be required to elevate Bonita Road, impacting properties on the opposite side of the street. A waiver of remonstrance should be requested instead of the improvements. b. The vertical. profile design of Bonita Road should be determined in order that: the site improvements be designed to match the future profile of Bonita Road. The site distance can also be evaluated for the westerly access based on the existing profile of Bonita Road. C. The proposed westerly access onto Bonita ]toad is located approximately 120 feet- east of the railroad crossing. Due to the elevated railroad crossing, adequate site distance is not available for ve.hic:;es exiting the site to the east or for vehicles traveling east, to see vehicles also traveling east which have slowed or stopped to enter this access. d. The right-of-way of Bonita Road is shown to be 30 feet from the centerline. This is adequate for the major collector street. The easterly access is proposed as a joint access. Engineering staff has no Opposition to this access. e. The applicant has proposed to drain the site to the existing ditch and storm drainage pipes along th railroad embankment. Since the existing site is mostly laved, the increase in storm drainage runoff should be minimal. STAFF REPORT - SDR 89-11 - TENNANT INVESTORS - PAGE 2 The previously submitted drainage htudy for the prior application indicated this increase to be 14 percent. The study also indicated the e;.isting ditch and downstream drainage structures are inadequate for the entire drainage basin. Due to the small incremental amount of increase, we recommend no further improvements to the existing system. Instead, we recommend improving the ditch to drain to the downstream structures and the applicant record a waiver of remonstrance for future improvements to the storm drainage system. f.. Sanitary sewer service is available at the southwest corner of the property. No other comments were received. B. ANALYe.IS AND CONCLUSION The pr5posed development is consistent with Community Development Code requirements for beilding setoa^.ks, building height, access and egress, site landscaping coverage, parking, and allowable uses in the I-L zone. Additional discussion is warranted pertaining to street tree requirements, irrigation plans, landscape screening, bicycle parking and signage. a. Street Trees and Irrigation Chapter .18.100 of the Code requi.res the planting of street trees for all development which have a frontage on a public street of 100 feet or more. The submitted landscaping plan makes no provision for street trees along SW Bonita Road, but instead proposes to use evergreen trees of varied 'ieights as a buffer between the Elite's parking areas and the public street. Staff notes chat street trees will be required in addition to any parking screening or buffering. A revised landscaping plan shall be submitted for Planning Division review which also shows how the landscaping will be irrigated. b. Bicycle Parking This use requires that at least 47 vehicle parking spaces ye provided and therefore, the Code requires that at least three bicycle parking spaces will be required on the site. These should be indicated on a revised site plan and the design should also be submitted. c. Signage No submitt&l for sign review ha% -Qn submitted in conjunction with this application. Staff notes LriaL. all proposed signage for this site must be reviewed by the Planning Division for compliance with the City Sign Code, Chapter 18. 114. All si,Ins ars required to have sign permits prior to their erection. STAFF REPORT - SDR 89-11 - TFNNANT INVESTORS - PAGE 3 C. DECISION The Planning Director's designee for the City of Tigard ;;-reby approves SDR 89-11 subject, to the following conditions: 1. UNLESS cTHXRWI:-B NOTED, ALL CONDITIONS SHALL BS MBT PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. A revised .landscaping plan shall. be submitted for Planai r,y JiviBion review and approval which shown the following ame.►dments: 1) inclusion of street trees; and 2) inclusion of parki: q :ot buffering and screening. STAFF CONTACT: Deborah Stuart, Planning Division (639- 4171' . 3. A rrvieed site plan indicating at least three bicycle parking spaces ehali he submitted to t`e Pl.anning Division. The bike rack design shall also be submitted for approval. STAFF CONTACT: Deborah Stuart, Planning Di-isi.on (639••-4171) . 4. The applicant shall provide for roof and pavement rain drainage to the public storm water drainage System n- by an approved un-site system designed to prevent additional runoff onto the adjacent property. A permit or evidence of acknowledgment by the railroad shall be obtained allowing discharge of stormwater onto the railroad property. On-site drainage shall conform to the Uniform Plumbing Code including pipe size, elope, and catch basin type. STAFF CONTACT: Greg Berry, Engineering Divi.si.on (639-4173 ) . S. Storm drainage details shall be provided as part of the iwprovempnt plans. The location and capacity of existing, and propooud 1i , s shall be ar'. ressed. STAFF CONTACT: Greg Ba r.^y, Engineering Division (634-4171 . The applicant shall provide connection of proposed buildings ro the puhlic sanitary sewerage system. A connection permit is required to c-1 - ct to the ecistinq public sanitary sewer system. STAFF CONTACT: B ad Roast, Building Official (639•-4171) . 7. An agreement shall he executed by the applicant, on forms provided by the City, which waives the property owner's right to Oppose or remonstrate against a future Local Improvement District formed to improve Bonita Read. STAFF CONTACT: .Ion Feigion, Engineer,.ng Division (639-4171) . 8. An agreement shall be executed by the applicant, on forme provided by the City, which waives the property owner's right to Oppose or remonstrate against a future Loral Improvement District formed to improve the storm drainage system. STAFF CONTACT: Jon Felgion, Engine.,ring Division (639-41'1.1) . RTAFF REPORT - SDR 89-11 - ENNANT INVESTORS -- PAGE 4 9. A profile o,: Bonita Road shall be required, extending a minimum of 300 feet either side of t„e subject site showing the existing and proposed future grade of Bonita Road. The western driveway onto Bonita Road shall provide sight distance of 250 feet for vehicles entering and exiting the driveway. The driveway and site improvements shall also be designed to avoid future grade problems when Bonita Road is improved to current design standards. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT FOR ANY NEW BUILDINGS ON THE SITE, THE JeOLLMING CONDITIONS SHALL. BE MET TO THE SATISFACTION OF THE PLANNING DIVISION. STAFF CONTACTS: Deborah Stuart., Planning Division (639-4171). 1o.All landscaping r.,aterials and other proposed bite improvements shall be installed prior to occupancy of any structures. STAFF CONTACT: Dt=borah StuarL, Planning Division (639-41.61) . THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN (18) MONTHS OF THA FINAL DECISION DATE NOTED BELOW. L PROCEDURE 1 . Notice: Notice was published in the newspaper, -osted at City Hall and me led to: __Th applic:ant and owners ___Owt,ers of record within the required di dace ___The affected Neighborhood Planning Organi-tation Affected government agencies 2. Final Decision: THE DE,.ISION SHALL RL FINAL ON 6/5/89 UNLESS AN APPEAL IS FILEL. 3. Appeal: Any party to the decision may appeal this deci6ion in accordan::e with Section 18.32.290(A) and Section 18.32.370 of the Community Development Cod, which provides that a written appeal must he filed with the City Recorder within 10 days after notice is given and sent. Appeel fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. Ths deadline for filing of an appeal is 3:30 p.m.jLjNE 5. 1q_dq 4. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. REPARED BY: Deborah S uart, Asst. Planner DATE STAFF REPORT - SDR 89-11 - TENNANT INV%.-.TORS - PAGE 5 APPROVED BY: Keith S. Liden, Senior Planner DATE da/SDR89-11.do •• TLCM C[.T[R RIVE \ 1 cTsw AMM-00,r If Ig aw.uva / 9 fw C ws a.ofw .o -_- 1 w. Of �� rT'i•T\� .I STAFF REPORT - SUR 89-11 - TENNANT INVESTORS - PAGE 6 CITY OF TIGARD kil b/ NOTICE OF DECISION TEMPORARY USE TU 89-11 PAR-BEST, 1AC. ��/'d/ Y APPLICATION: A request by Pak-Best, Inc. (Tennant Investors, property owners) for a Temporary Use Permit to allow use of a 720 square foot temporary office building for up to 90 days while permanent offices under construction on the same site are completed. Manufacturing facilities attached to the permanent offices are nearing occupancy thereby necessitating the temporary offices. Zoning: I-L (Light Induatriall - --ucation:7333 SW Bonita Road (WCTM 2S1 12AB, Tax Lot 1.300) . DECISION: A. FINDING OF FACT 1. Background ' An application for Site Development Review approval (SDR 88-15) for construction of a 40,000 square foot warehouse on an existing foundation was approved by the Director in August, 1988. This proposal was not pursued. In June, 1989 an application for. Cite Development Review approval (SDR 89-11) to allow construction of a 47,350 square foot warehouse was approved by the Planning Division. This review was required beer.. use the plan co.istituted a major revision to the earlier plait for SDR 88-15. 2. Vicinity Information Properties to the north are zoned and developed I-H (Heavy Industrial) . Properties to tho east, south, and west are zoned the same as the subject property, I-L. 3. S .te Information and Propof .sl F 47,350 square foot manufacturing/office building is currently ender construction on this site. The manufacturing facilities and si a improvements such as parking facilities and storm drainage imp-ovemwnts are nearing completion. The applicant proposes to use a 710 square foot temporary office builii.ng until the permanent offices currently under construction are also completed. The temporary structure will be required for no lcnger than 90 Bayo. 4. Agercy and NPO Comments NOTICE OF DECISION - TU 89-11 - (PAK-BEST) PAGE 1 The Building Division comments that building permits are required for the temporary structure and that temporary sewer and water services in accordance with the Uniform Building Code must be provided. The Engineering Division noted that the driveway approaches currently under construction must be completed prior to occupancy. B. ANALYSIS AND CONCLIiSION Community Development Code Section 18.140.070(C) provides the following criteria for temporary use approval _or a temporary buildinq: a. Tne temporary trailer shall be located within the boundaries of the parcel of land. . . ; b. The property to be used for a temporary trailer shall be developed; C. There exists adequate and safe ingress and egress when combined with the other uses of the property. . . ; d. There exists adequate parking for the customers of the tomnorary use. . . ; e. The use will not r2su.lt in congestion. . . ; f. The use will pose no hazard to pe.lestr.ians. . . ; g. The use will not create adverse off-site impacts including noise, odors, vibrations, glare or lights which will affect adjoining uses. . . ; h. The use can be adequately served by sewer or septic system and water, if applicable. The Planning Civii.ion concludes that Pak-Best's proposal for use of a temporary office eitructure complies with these standards because the temporary structure is to be wholly located on the site of Pak-Best's soon to be operating manufacturing operations; the manufacturing building is nearly ccmpleted and necessary site improvements are already in place; the new parkinq lot and access driveways will �arovide sufficient parking for a use occupying the temporary trailer and manufacturing operations as well as safe access withouunnecessary congestion; no adverse i-mpacta upon adjacent uses are forese •a from use of the temporary structure, and the applicants have made arrangements for temporary sewer, water, and other utility hookups for he temporary structure. In addition, the proposed office use of the s .ructurP is a permitted use in the I-L zone when combined with the ,nanuficturing operations to be conducted in the main building. Also,the proFosed use NOTICE OF DECISION -- TU 89-11 - (PAK-BEST) PAGE 2 of the tEaporary structure is to be limited to a 60 day period. The applicable approval criteria for a Temporary Use permitarp therefore fully satisfied. C. DECISION The PlannJ.ng Directors Designee approves Pak-Best's application for Temporary Use TU 89-11 subject to the following condiitons: PRIOR TO THE ISSUANCE G ' AN OCCUPANCY PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED. I. A building permit for the etructurn shall be obtained from the Building Division. The building must :ear State of Oregon certification that the structure is approved for office use. Temporary sewer and water service shall be provided. STAFF CONTACT: Brad Roast, Building Division. 2. The driveway apron:, between Bonita Road and the new parking lot shall be completed. STAFF CONTACT: Gary Alfson, Engineering Division. 3. The City of Tigard Business Tax for 1989 shall be paid. STAFF CONTACT: Patty Lunsford. 4. The temporary building shall be located no closer than 30 feet from the property's boundary with the Bonita Road property line. THIS DECISION IS VALID FOR NO MORE THIN NINETY DAYS FROM THE DECISION DATE NOTED BELOW. D. PROCEDURE I . Notice: Notice was posted at City Hall and mailed to: The applicant and owners _�ers of record within the required distance affected Neighborhood Planning organization Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON !` NLESS AN APPEALIS FILED. -� 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. NOTICE OF DECISION - TU 89-11 - (PAR-BEST) PAGE 3 The deadline for filing of an appeal is 3:30 p.m. lb --8) 4. Questions: If you have questions, please call City of Tigard Planning Department, City of. Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. PREP D BY J rr Asst,Planner � -� J y DATE Z-121,f4 APPROVED BY: Keith Lidera, Senor Planner DATE DECFOR.VRG 12 r I 1r L.wDw.11� Ili Y WAT OWNSL 77 . I NOTICE OF DECISION - TU 69-11 - (PAK-P-'ST) PACE 4 TWVAM DO" "ELEN /LDDIJENGA/M 3ARRIGLE/K NAUF COnsulting Engineers ' 933 SW KELLY AVE./ PORTLAND, OREGON 97201-4393 / (503) 222-4453 PRINCIPALS ALFRED M VAN OOMELEN DIRK N M LOOIJENGA ROOlR 'N .JIc GARRIGLE JAMES E KNAUF September 15, 1988 City of Tigard Bureau of Buildings 13125 S. W. Hall Tigard, Oregon 97223 RE: Bonita Road Warehouse Enclosed please find the drainage study -ind the modified site utilities and grading plans along with prints of the Bonita Road centerline profile and the centerline profile of the West driveway. Please notify me at your earliest opportunity if additional information is required to comply with the site development review (SDR 88-15) . Best Regards, Roger eWMcZrrigle, P.E. Enclosures RWMG:kmc r y 4 JC E`^ ■ rEYMC�� ' MEMBER 7s. AV AR: -4^01 ' L7 BONITA ROAD WAREHOUSE DRAINAGE STUDY 30 August, 1988 Page 1 The BONITA ROAD WAREHOUSE project consists of reusing an existing warehouse site. The existing .Lte is 71% paved and the proposed site will be 35% paved surfac(!s. Drainage of surrounding sues, Fought Steel on the North and Federal Express on the Ease, appears to be into existing underground systems. These systems are riot recorded in the City of Tigard Building Department files. Two catch basins located near the east property line collect parking lot drainage from portions of the property to tti,:� east and approximately 23% of the Project site. The existing site, along the South edge, does not drain completely, and will be resurfaced as required to provide Eull surface drainage. The site area is 108 , 179 sf; 2. 48 ascres. Existing and proposed drainage surface slopes vary and are taken to average about 1. 50%. The time of concentration for this site is estimated to be 7 . 5 minutes based on an avenge velocity of 2. 5fps , a length of travel of 375 feet, and an initial collection time of 5 minutes for paved areas. Using the Eastern Washington County RAINFALL INTENSITY CHART, the intensity for this time of concentration is estimated to be 2. 80 inches per hour. The WASHCO runci-f coefficients for commercial or indu.gtrial drainage range3 from 0 . 70 to 0 . 80 . EXISTING runoff = 2. 48 x 0. 70 x 2 . 80 = 4. 86 cfs PROPOSED runoff = 2. . 48 x 0. 80 x 2. 80 5. 56 cfs RUNOFF INCREASE _ ( 5. 56 - 4. 86 ) / 4. 86 = 14. 2% The downstream drainage facilities are known to be inad.equaLe however, there is no known drainage study for the entire basin of the downstream facilities. BONITA ROAD WAREHOUSE DRAINAGE STUDY 30 August, 1988 Page 2 In order to avoid worsening an already poor drainage situation, we propose to retair, a small amount, of water or. site. Because site detention causes other problems for the Tualatin River lower basin, we do not propose to retain a larger amount of runoff on site. DETENTION The proposed surface drainage system consists of five new catch basin:,. Of these, two are center basins and three are side basins. With the water depth limited to 6 inches above the catch basin rim, these basins will store a total of approximately 6000 cubic, feet of runoff. This figure is based on a 1% surface :lope and the equivalent of 3 . 5 center drain basins. The proposed 6000 cf storage will cause maintenance problems on I site however, they will reduce flooding problems on the adjacent 7'ailroad property, where there is an existing drainage problem. The on site storage will provide storage for nearly 20 times the runoff increase calculated above. Volume = 2. 48cfs x 0. 10 x 2. 8 x 7 . 5 minutes x 60 seconds = 312 cf N = 6000 / 312 = 19. 2 The one hour rainfall runoff would be based on an intensity of 0. 90 inches per hour, and would amount to 1. 56 cfs for the existing condition and 1. 79 cfs for the proposed condition. BONITA ROAD WAREHOUSE DRAINAGE STUDY 30 August, 1988 Page 3 The proposed storage would be over 7 time that required for the rurorf differential between the proposed and the existing conditions. Q = 2. 48 x 0. 1 x 0.9 = 0. 223 cfs V = 0. 223 x 60 x 60 = 803 cf N = 6000 / 803 = 7 .47 In order to evaluate the drainage structures downstream, it would be necessary to perform a study of the basin above the downstream structures, including the basin South olf Bonita Road, and of the Iisin that the structures are feeding into. The,5e studies are expensive and are expected only to show that the pipelines are undersized and that flooding will occurs as a re.iult of their being undersized for 3evelopment of property. Vather than spend money on such a study, we recommend spending the money on site drainage control and storaFe. END OF REPORT Pik, GrNt-FR Gy C 0 9� REGOK y 60 `M c ci VAN DOMELEN / LOOIJENGA / McGARRIGLE / KNAUF CONSULTING ENGINEERS 3933 SW KELLY PORTLAND, OREGON 97233 503 222-4453 CITY OF TIGARD !� NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 88-15 JOHN 6 ROSE TENA�ANT - (VAN DOMELEN/LOOIJENJA) APPLICATION: A request for a Site Development Revi -!w approval to construct a 40,000 square foot warehouse building on an existi.nc, founuation on a 2 .48 acre site zoned I-L (Light Industrial) . Location: 732!j SW Bonita Road (WCrM 2S1 12AB, Lot: 1300) . DECISION: Notice is hereby given that the Director's designee for the City of Tigard has APPROVED the above decisior subject to certain conditions , The findings and conclusions on which the decision is based are rioted below. A. FINDING OF FACT I . Background No previous applicatiuns have been reviewed by the Planning D.visiun with respect to the suhject property. 2. Vicinity Information Properties which lie immediately to the wast, south, and east ar•e also zoned I-1_ (Light Industrial) . Properties immediately to the north are . �ned -H (Heavy Industrial) . 3 . Site Information and Proposal Description In the early 19903 a fire resulted in the destruction of the Dickinson building, a manufacturer of jams and jellies . All that remains on the Site is a concrete Blab. The applicant proposes to construct a 40,000 square foot buil 'ing on a 2. 48 acre parcel . The site plan shows a totai of 57 parking spaces and 16,400 square feet of landscaping. Two access drives on Bonita Road will service the site. 4. Agency and NPO Comments Portland Grner•al Electric has reviewed the •)r•oposal and has no objection;• to it. Washington County fir-0 District No. 1 has ,viewed the proposal and hay: the following commenLs : Automatic: sprinkler protection is required 1ue to fire flow and t1BC --oquiroments . Hydrants will be required within 50O f(�et- of all portions of the first floor and 70 feet of the FDC:. The Ci L; Building Division has reviewed the prnposai and has thcr following cumm.•nts: SITE DEVELOPMENT REVIEW - SDR 88-15 (V,14N DOMELEN/LOOIJENJA) - PAGE i -fhe "daylignting" of stormwater to the exisLing drainage ditch should be verified as accepti-ble (i .e. , whether the ditch is a drainageway) . The location of the handicap parking stall should be relocated nearer to the main entrance. The Tigard Water District has reviewed the proposal and comments : io adeyuat•,ly scree '.hip new warehouse building, a new 6 inch main must be in!.talled laterally 200 lineal fe,,t: along the east, side of the building, terminating with a fire hydrant and a fire sprinkler system and 2--inch meter. The water, district has three mains along Bonita Road: 24 inch, 16 inch, and 6 inch (all on the jouth side) . This building would be served from the 6 inch main. Estimated costs will bra $8,550,00, The City Engineering Division has r•Eviewed the p-oposal and has made the following findings : The applicant has submitted a preliminary site utility plan. 1"he proposed sanitary sewer is connected to an existing manhole at the southwestt corner of the site. The applicant has proposed to drain the site with two storm drai.r.s that outfall into an existing level ditch within the adjacent Sout;iern Pacific Railroad right-of-way , The ditch is overgrown with brush and overflows to an exi:;ting 18-inch storm drain that combines with another 18--inch line at a manhole. A 12-inch line carries flow from this s.«nhole ui.der the railroad right--of-('Jay to a small creels. No draina,,,e calculation or othe. evaluations of the adequacy of the drainage facilities have been submitted. Proposed on-site 9t )rm drainage facilities are riot in conformance with the Uniform Plumbing Code. The site fronts Bonita Road immediately east of the Southern dacifir Railroad. The vertical profile u" Bonita Road across the railroad tracks is substandard according to current design criteria. A preliminary profile of Bon:t.a Road indicates that a fill of aPpr".ximatc ly 5 feet shall be requirod to elevate Bonita Road ea 1: of the railroad crossing to meet current design standards , 'Ihe General Telephone Company has reviewed the proposa and has no objections to it. No Other' comments were received. B. ANALYSIS AND CONCLUS MN The proposed development is Lonsis1.ent with Community Development code requiroinonls fur• ]arid scapi rig, setbacks, site coverage, building height, parking, and allowable uses in the ]- t_ zone. Additional discussion ig warranted pertaining to vision clearance and access requirements . SITE DEVELOPMENT REVIEW - SGR 88-15 (VAN DOMELEN/LOOIJENJA) - PAGE 2 Vision Clearance` The vision clearance situation for the two access drives on the site has been reviewed by the Engineering Division to determine whether the existing pine trQes will pose a problem to motorist and pedestrian vision clearance on the site. They have indicated that the trees wi.1.1 pose no vision clearance problem but that they may be removed in the future due to the probable widening of Bonita Road. Access rind Egress Access at the southwestern corner of the lot only measures 20 feet in width, whereas the Code requires a minimum access width for two-quay traffic of a minimum of 24 feet. It appears the landscaping at this point could conceivably be reduced minimally to allow for adequate access width. Also, the 12 foot wide driveway in front of the building should be widened to 94 feet, marked as a one-way drive, or eliminated. C. DECISION The Planning Director's designee approves SDR 88 15 subject to the following conditions : I. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE: OF BUILDING PERMITS. STAFF CONTACT FOR CONDITIONS 2-8 IS GARY ALFSON, CONDITIONS 9-11 is DEBORAH STUART (Ph. 634-4171) . 2. The applicant small provide roof and parking lot rain drainage to the public stormwater drainage system or by an approved on-site system designed to prevent runoff onto the adjacent railroad right--of-way. A permit or evidence, of acknowledgment by the railroad shall be obtained allowing discharge of stormwater onto the railroad property. On-site drainage shall conform to the Uniform Plumbing Code including pipe size, slope, and catch basin type. 3. Storm drainage details shall be provided as part of the Public Improvement plans. Calculations and a topographic map of the storm drainagr basin service area shall be provided as a supplement to the Public Improvement plans. Calculations shall be based on full development of the serviceable area. The location and capacity of existing, proposed, and future lines shall be addressed 1 . The applicant shall provide connection of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect the existing public sanitary sewer system. 5. An agreement- shall be executed by the applicant, on forms provided by the City, which waives the property owner's right to oppose or remonstrate against a future Local Imrrovement District formed to improve Bonita Road. 6. Five (5) sets of plan and profile public improvement construction plans -and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for approval. Two (2) sets Of plan and profile plans shall be submitted for- preliminary review prior to submittal of final plans. SITE DEVELOPMENT REVIEW - SDR 88-15 (VAN DOMELEN/LOOIJENJA) - PAGE 3 J 7. Construction propo.,ed public improvement: hall not commence until after the Engineering Section has approved pui,lic improvement: plans. The section will require a 100 percent Performance Assurance or Letter of Commitment, the payment of a permit fee, a sign installation/ streetlight fee, and a developer-engineer agreement. Also, the execution of a street opening permit or• construction compliance agreement shall occur prior• to, or concurrently with the issuance of approved public improvement plans. B. A profile of' Bonita Road shall, be required, extending 3(10 Peet either side of the subject site showing the existing grade and proposel future grade. The western dri ,eway onto Bonita Road shell provide sight distance of 250 feet between a vehicle travQling east- on Bonita Rcad and a vehicle exiting the driveway from an elevation 3.5 feet- abo\ie the pavement for the driver and 2 feet for the vehicle. the driveway shall also be designed to avoid future grade problems when Bonita Road is improved to current design standards. 9. A revised site plan shall be submitted for Planning Director approval which includes the following: 1) a minimum driveway width of 24 feet for all two-way driveways; 2) relocation of the handicap parking space closer to the main entrance. 10. Landscaping materials shown on the landscaping plan shall be installed prior to occupancy of the building. 11 . All signs intended for this development must have City-approved sign permits prior to their erection. 12. This approval is valid if exercised within one year of the final decision date noted below, U. PROCEDURE I . Notice: Notice was published in the newspaper•, posted at City Hall and mailed to: _ XX The applicant & owners _ XX� Owners of record within the required distance XX The affected Neighborhood Planning Organization XX___ Affected governmental agencies 2 . Final Decision: THE DECISION SHALL BE FINAL ON August 15, 198�3.� UNLE. AN APPEAL IS FILED. 3 . Appeal : Any party to the decision may appeal this decision in accordance with Section 18. 32.290(A) and Section 18 .32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDLR within 10 days after notice is given and sent, Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon, SITE DEVELOPMENT REVIEW - SDR 88-15 (VAN DOMELEN/LOOIJENJA) - PAGE 4 The deadline for filing of an appeal is 3:30 P.M. August ].5, 1 . 4. Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Nall, 13125 SW Nall Blvd. , PO Box 23397, Tigard, Oregon 97223, 639-4171, PREPARED BY: Deborah A. Stuart, Assistant Planner DATE Keith S. Liden, Senior Planner D/KN/'1i)ROVII) (ht:/6006D) / 1 1( • s w w[•vp \ ' man SIrLr 131TE DEVELOPMENT REVIEW — SDR 88-15 (VAN DOMELEN/LOOIJENJA) — PAGE 5 I � `�I /7 ��M-1.'�y�G-teY�dJr a/ o-��f►'► �O�-I 4rP. s �� v //��_"�'�/3t.�i1.f�_ /'��tl'L�,P' Q7a,/I.Q' {� �`'�'!•ay;�'O':1 �' Z. gG'�DI..G�N�J LC1�/�,� �.L� ��1L� �LL�/`"�h6-� /Y� � C�✓t.Q- 1 PONTA MRSISA43 FOR — A.M. TIME P.PO DATE-- OF-- PL40NE AREA COD NUMBER EXTENSION LH 0 0 NIE PLEASE CP FtE! CAME To E YOU WILL CALL AoAIN WAN M SEE YOU RUSH RETLIRNED YOUR CALL CIAL ATruNION MESSAGE 75 \14 NEC A- TOTA TOPS 30025 and printers, nc. 228-2325 -7,A t; Tc:, CLASS C CL NSS C SURFACE Ri STORATION MOUND EXCESS NATIVE MATERIAL AS SPECIFIE D OVER TRENCH TO ALLOW FOR SETTLEMENT MR I- • '1 UNDISTURBEDEARTH • ' ' o` UNDISTURBED EARTH . COM^ACTED 3/4'• O CRUSIFD NATIVE R?C„ MATERIAL 41 WA . • • �� PIPE .D.. ° PIPE O.D. 714"-O MMIM ROCK - PLUS 67PLUS 6r o\Q' PI Pf. I 4' MIN. FOR PIPE SMAI,ER THAN 16' Fi'MIN. FOR PIPE 16'.0,41)LARGER I �I TRENCH BACKFILL DBTAI LS I Uf nfied Seweragr,ApencT I }