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U 2 D(..•I �,'T A/v C..iAD 11 . c:,N Hs [Su1�-T ).nYL-AR To t:3E PROV Int=D -r �} T I-1 E CL 1-r•y g Y •T1.-1 E ro X N( 9 Z W>�C2 JdR.nF'/L.&- • F=1 tai 1 s�-\ of i 51 T E h C . of c o N c_RE,?�; % S CN CSI N E.E fes.. i• / �:' ALE : Pi= �e ' fl/tas _'/� v'AR1<IN G1 `.'tRFAG�. • �` /YJ<}TC/� `�`�N `T /� X � �.1� �, s ,� �' i' a.' V / r 0 poV/N S POul (,C.C.S:-) c R, CLF...AN bu-r (c.o.) A S \lc't'EE ��, *• t••. . -- /ti///Y, 3(o C c v ` . t>nn * . .. CRO(,UN,� - _ , • __\ .... _____. - --- -� 1tv N c., 1 Fr f 1 R_E�_.1 \p t I �,.. . .: II _ 1 r 1`4 EW 3/4'' DOt•AES-''1C. W'ATVIR MElERZ cW.M•• • . ^W A 5 . Ci PROJECT NO �, Inc_, OUT 2.2/,q 88- 390 ., /,-,:iI� /N. 2 21. /0 ,, I ,X 3bi1 _ ,- • 1z Ir�� i� ATto .1 Sy S, far o7-,YERS ...... .. SHEET • 13, . . (TEMP.) iiaRo SuRFACE P4-/'CH SHM.1-- SE P4 1r: X r_77, �/. = I.3, y.•,;, pL+4 C EP ��N t</E PUBS/C ..5f) /RE A/c,/ At Oe �"N+D 4F /4 E- rEcr7p4* E.Ros/vn,' C'4/ L A/ER50Es AR .- 2 1,-� / � '` 2f Or- t '` ' • • • R•QN/REP MrE �/n6 t�E�t• R' �L/Rt / /U1S.. Iof ST . OFN PERMIT NO . 359-90 : 2 n 4 f I I I I I I I� 11 t t �1 I I 111 r 1 illtl III I III I I , I I I I II . .. ~ • 1 I 1 t I ! 1 1 1 •, I ( I I I I F I I ( I I ( I I I I I I I f Illl 111 I I I II) III 11 III III III III III IIIItI111�111Iiiiiiiilitii1111111I1111111IIiiiifitI1111111I1111tit111t111I ' I Y_ I I NOTE IF THIS MICROFILMED I 3 4 5 6 7 8 9 10 f I I 1 I� ' " "�"" "``- . DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO • THE QUALITY OF THE ORIGINAL • DRAWING. --- -- - - ---- � •. �"' Oc 6Z 92 LZ 9Z S2 OZ C2 22 12 L,? 61 91 LI 91 $1 bI CI 7,1 II 01 6 0 L A S� �r b C 2 1"111"5' .I!IIIIuInlllunlnulunlnnllnlllll11111IIII11111tuI�IlahullllulIIIFIanIlnllnlllUt1I11lIIIHtIIIIlI1111IlnfIIltIInIIItIIlII11111111IIIlIIIIIlIttItIIIIIIIIIIIIIUIIIILIIIIIIIIIlIII11Illll�ltilIII{�UUIIUIIInII111111uIIIIIlIIW1llWIIIlIl111�111�11IlllllltllllHllIWIII) 'III , )1 i:.. .,,, ._ _ .....,....._ _ 1_ - -28 1992 • Y FILE NO. S 9-7C) DURHAM RD. - 9450 STR. OPN. PERMIT yi , • • • ASI April 5, 1991 çCIWOFTIGARD) OREGON • • Mr. Paul Dorrell 11475 Livl 94th Avenue • Tigard, Oregon 97223 RE: Street Opening Permit # 359-90 (9450 SW Durham Road) Dear Mr. Darrell : In the matter of the eighteen thousand eight hundred dollar (18, 800 .00) "Agreement with Depositor and Trustee on savings or deposits (#15-112802-2 ) between Paul L. Dorell and Willamette Savings & Loan (Tigard Branch) and the City of Tigard, Oregon; this is to serve as written acknowledgement that the City has no further interest in said assurance. All required work is satisfactorily • complete. The funds may be released to the depositor_ If you have any questions regarding this matter, please contact John Hagman at 639-4171 . Sincerely, • Randall R . Wooley City Engineer dj/JHO-pd 13125 SW Hall Blvd.,?.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — – Pfar, r, VA CG10-Cip. Vy -i o_ C nt e t .e A .,.. . 4/419( j//,/ Pte=s st s Y 4 e'/w, o►. S✓ St 40 ``"v. • • ' di I Iii 6 13125 S.W. HALL BLVD. • °� P.O. BOX 23397 • CITYOF TI6ARD TIGARD, OR 97223 • (503) 639-4171 OREGON turA C TO: FROM: E�I1\S �.nMl 1 J�„✓� � c;VVl?K ,c , \ .l kl 35'f `i(.' F k N s___ ___,:.10.1,11.\*-�_ ‘AA-‘4;,. - - . A. �� r ______- :v&L_N--Vt.:,-,-\\ \ e-- \,(2(---2-\tta_t\&. .12.v k.-\A-c..... --2-,.... , .(--.,.4.0 e.4, .-z_. e-t-,S c Na vt.L...1_.( c.,_______.s...m.-±_e-c,-. &V ?c, '1--c.c.-"-C.'jc. 1. SIGNED._._ .. �_ = -- _ DATE 3 / Ufa / �'1._ R t” c.c-> c r le... ; 4 �✓ c LC S- ' , ,,,,„,• -1,-->1--e--"‘„( f ......- ...... ......*.pkilki ) -> :---E ,7. , 11‘ ilifto , ..-'' , e/ --'. * / , II_ ,./1- ( 15 .;--' " — — - ,. � ` QQNE —_.%, -, =J DATE / -.. ._:1— _ PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS. As 3RIGINAL 1 10 . , / -10Al2 /7 F/?c4/ /11'4e A(J 3 5 7 , Z7 5-0 /)t,-/_,2„ f d, 7hu :/7 r-awi� -fes/ tAd 1 C-- -ra.et4 , riz�- l -C-C.4,1 e.-- /v a / Q f I o//'7A. a.. / d 'r/y 11.. /o ca-4 ok , Ae. wm e-.G r / g 1-e to d /27 c /'c- Gc CG e c /4 v,f-e 4Z-r c.r. 7'71- 2 44G1_ h 4) /17/ 74 c ljtic' ✓ , l /9 �'"7� e G -2/0 BURTON ENGINEERING & SURVI :O. Trir1' (J TAMMTvITTUIL 302 Tigard Plaza TIGARD, OREGON 97223 —FATE— JOS BO (503) 639-6116 .3 - 1 \ 3 mac* FAX (503) 639-6117 ATTENTION o\,RE TO ' T.7 6F -C"1 Cif\[tP -- 11-1t,167.Do -N-. l-1 ro-L WE ARE SENDING YOU 0 Attached 0 Under separate cover via _ the following item:: I Shop drawings Prints 0 Plans Li Samples ( I Specifications I Copy of lettor Change order 0 COPIES DAtr. NO. DESCRIPTION `--� ------- AS - BOIL-1 1V\1LAR r-t, -1"t--4E- PQQL►G MP(zcsvE 1•--A NT.S vs c t) �•$ �H4). ("v g-- -THE 14.1r..1e-,bc t-9, H/ PuRL1r_. 1MQFz��� MLiv'ts-- THESE ARE TRANSMITTED as checked below: ❑ For approval U Approved as submitted El Resubmit copies for approval ❑ For your use 0 Approved as noted 0 Submit copies for distribution ❑ As requested [1 Returned for corrections 0 Return corrected prints El For review and comment ❑ -_ O FOR BIDS DUE 19 I PRINTS RETURNED AFTER LOAN TO US REMARKS -- — — /L=" COPY T0. SIGNED: �.w�r►-r' �'1 niglllCl f107 /7VWtE1 hr Wks r4a MinIf enclosures are not es not.d, kindly notify us at one.. RECEIVED DURRELL ADVERTISING ? 4 0 1991 r \ —'- 110ARI),OREGON 97223 11475 S.W.94TH AVENUE COMMUNITY UEUE�.(1ri1rIENT TELEPHONE:503/620-6563 D 7:: ,,"''''''''''''''''\ 3/14/91 John Hagman City of Tigard POB 23397 Tigard , OR 97223 639-4171. Mr . Hagman : - ,,---- (. SS. -' -Va) In your letter (1regarding completion of Street Opening Permi _ for the Kingdom Hall at 9450 S.W. Durham Road , plea-"find attached the following to release the Performance Bond provided by Paul Dorrell : As-built mylar of sewer and storm drain extensions provided oy Burton Engineering . In addition, as you requested in your letter , the parking lot tie to Durham has been completed as well as the finish work at the sanitary manhole ( inspected and approved by Mike Mills , 3/8/91 ) . If work is indeed completed , release cf the Performance Bond is requested . f- nere Paul Dor 11. , 3/19/91 Building Committee Please •a. s.Ast' Wte ‘‘t" \\s '4s ADA- is %Ai.,J zc LIN LS \nI v 2ry'1Y +(1 Z,iSc, i M Cie( Loc.. 'S �C1Y1Cc S2 1---7, )#'(/' Al 11 < / Tt)Irk / /7/ • af7z , CAQ—. 5 - 0 74- tY IL_ 71- cx, a,62''A-- 14Y- c (2-e-i,t/a/-c_ "G( f tom- , Aic4_C ef?-� c_ T 7 -L. 1f �'j vw Cc e-(- P / � . 1 (4. November 9, 1990 CITY OF TIGARD OREGON Mr. Paul Dorrell Jehovah's Witnesses Kingdom Hall P.O. Box 230536 Tigard, Or 97223 RE: Street Opening Permit # 359-90 Dear Mr. Dorrell: We are still unable to release the performance assurance because the finish grout work at the sanitary manhole connection isn't completed. Also, while we are aware that Durham Road improvement work is impacting completion of the parking lot tie to Durham Road, the tie also must be done. Lastly, upon completion of all required field work, one as-built mylar was stipulated to be provided to the City, by your engineer, as a permanent record of the installed improvements; to date, we have not recei, ed it. Sincerely, .)<P John S. Hagman Engineering Technician dj/1-pd.JH 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-.1171 -------- /o % 9v 722 9'/ro DtLi.-4.12 71e_ eA si-71-1-1- Ccs -��fie - -•-2/ i lec 4'Y ee �A ' - t l4/0 �' i� i��-e ® % AVIA.t A) /me- cni., .e c - ta,66 ,06‘/-e._ dil' / L dl fi--e_ �C �f C An 7 y - �' mac- lc � ".y 40 1r 'zt �! I r t use '.4.-i elet 71-4 Stn, //-37/ W07 ‘r- /%. (7,, /-/-tc. � y /&--• iee///- ika4- riv-e– I/Ic / 7/4/ , J John Hagman , Engineering August 10 , 1990 City of Tigard POB 23397 , Tigard , OR 97273 Dear Mr . Hagman : The Lake Oswego Congregation of Jehovah ' s Witnesses requests the final inspection of public improvements at the {ingdom Hall site ( 9450 S.W. Durham Rd . ) for the purpose of releasing the performance bond . Sincerel +ifv r fl/c j'L tti Paul •rrell , ` ( f rfr, you �r Building Committee Jehovah ' s Witnesses Kingdom Pa1.1 Projec.: , POB 230536 Tigard , OR 97223 624-1472 CMe.L C.e1.A>'JCV Ct-arlt•A rtU bE�`CE .Ni�J iF co P-AC-U 11 �Tts �c..m2i � • F�zo.J 1ek_ �►�"cF� D. . - RECEIVED ^"G I 1990 COMMUNITY DEVELOPMENT Pr J 1 John Hagman , Engineering August 10, 1990 City of Tigard POB 23397, Tigard ,OR 97223 Dear Mr . Hagman : The Lake Oswego Congregation of Jehovah ' s Witnesses requests the final inspection of public improvements at the Kingdom Hall site (9450 S.W. Durham Rd. ) for the purpose of releasing the performance bond . Sincerel Paul rrell , Building Committee Jehovah ' s Witnesses Kingdom Hall Project , POB 23036 Tigard , OR 97223 624-1472 a.44. C ` vaL� cGX1 1)./( RECEIVED o 1990 COMMUNII Y DEVELOPMENT i,,,,, ‘ 1,, ,, ,,, . (A 0 351.40 TRAFFIC CONTROL PLAN DATE: SATURDAY, MAY 26, 1990 KINGDOM HALL PROJECT --- 9450 S.W. DURHAM RD. 1 Sign: ROAD CONSTRUCTION AHEAD 2 Sign: BE PREPARED TO STOP (or) ONE LANE ROAD AHEAD 3 Sign: FLAGGER AHEAD 4 Flaggers with communicators • Hydrant meter is available to provide water if dust control is necessary. I-lours e} w -a.-e.. r-e...L►+cle.d •-u(koel-we e_v) 81,3O -,wl . 4 V 30 ca.vv, BYPASS MAIL: I / .., / ____......,fr / ‘-.2)/ 50/ 1\1-7NOFT 16" 1LL1R[_p M P1--)- , MAN ROLE 0 1 a O0 C.) o LAA/CR 14ME ----.4O (4) LTO-e- o-- - --- - -- 0 0 /w' {/) 0.4______— V�-LW IP.TgRICON ES 0 t .. .� • ' ` - ` ' , oO 1 ' 6t'po . t • . ' 5RAIEL SYPH •• • • 0 ____ __— LAL fi�rr,, ` .#41 'J,: tZ'',tif i , . o , APPROVED FO • .+rY: 4;• O'h•>:ib - •.d;,;;4 .1 . .0 • CITY OF -1_ GAM:.? Vel-(N14TOIz1 corvr5 / SPfk w /O.C. NI _-1!� :LC-7__ -4L.L449Al 0-'rer.H,f - !S yv 1_ ,_ *_`_ _-_` — -DAres'z?=1o`f PrIC- 1siZ�pt tiOt l _. - -- __ FtIC)R TO 1A1ITIAT11y /awl' WORK. 7AVt Peg / .-,-2zs4A ......, moil r:sf TI4E. FoL-Lot....ii foGi 0,, �� �� 1��jG�T1 � 'T� 'Po1%ce �)ett. 44,39- 4171 FILE ,"Ire. 1 SZescke ki 524-Z O2 COPY I APPLICATION - STREET IMPROW'MENT/EXCAVATION COPY TO: (WHITE)•FILE ORDINA, _E NO. 74-14 (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) ((PINBLUEK))--OTHER AAPPLICAOENNTCr'•b1dg• APPROVED OC I APPLICATION NO. 404 NOT APPROVED . . CITY OF TIGARD, OREGON FEE AMT. $ 755.20 PENDING FEE. PMT. ❑ 1 CITY HALL RECEIPT,NO.: ._Jo.7_11* PENDING SECURITY I) PUBLIC WORKS DEPARTMENT BY L__- DATE_ I 1 f /. PENDING AGENCY "OK" 1,1 Application and Progress Record v!{ MAINTENANCE BON a_ PENDING INFORMATION i7 FOR STREET IMPROVEMENT/EXCAVATION A5 REl]UIREb & 10% for ANNUAL PENDING VARIANCE EXPIRATION DATE: _one_yEBL—__ PERMIT NO.: 359-90 . DATE ISSUED: ---_ 3 _,/ 790 , BY „AL•G10-4 .../(/.(f ( I) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL Sanitary and. Storm_SQwersi.___ Street Approach AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANTPaul Dorrell* 8060 SW Landau Street. _'.igard_OR97223_ 624-1472 -- -------NAME •--- ADDRESS CITY --- PHONE CONTRACTOR Kelly i n —tame_ for maliDDlRESinv) —__ 244-3771/245-8624 NAM ACITY PHONE PLANS BY Burton Engineering_ 302 Tigard Plaza Tigard OR 97223 639-6116 NAME ADDRESS C--( -- PHONE ESTIMA i ED IMPROVEMErIT TOTAL VALUATION ( COST): $ 18,880.QQ___ DOLLARS (2) EXCAVATION DATA: 0.04 xFs�` u�A0.00 -x $ 755.20 C MIN. STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM al QUANTITY STREET OPENED Durham . (See Attact>Ted Plan) INSPEC- R TION E - G ESTIMATED STREET OPENING DATE: 1 / F S FSTIMATED STREET CLOSING DATE: / / E STREET I-il SECURITY NO. __ _- _ SECURITY AMT.: E .L8✓880.00 CLOSED SURETY CO.: _Wi.11amette .Savings & Loan, 'Tigard Branch FINAL 4 / -� _ CFRTIr,EO CHECK CASH BOND R INSPEC. " ii_l I 1 h •-. *- i - (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVI;IONS CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT.o 1. Notjly..C_.ty_-Inapector 639-4171 x -___prior to starting any work. I ti ( � I � I4 I I I N 2. Traffic control plan must be xt II I I submitted for City approval, before -.mow— I ( u UNB - ' * �. -, I` _ _ _-_starting any work in Durham Rd. .3_,. All.work shall conform. g the f ' Durham Rd. City's standards & specifications ,�e - _ _ ._ - _ _ __ . _ - - - and City approval plans). '`-9—+-- - S- - •----T..-r-- 4. All conditions of CU88-10 apply. • --- I9450 SW Durham Rd. — -- — — -- - (5) NOTE: THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JRISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON, THE APPLICANT AG E • • • •SIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPEC FICAT ON 'ER ENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINS ANY I UR OR D ,AGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. ► 4k• CI APPLICANTS SIGNATURE DATE / / ?0 * Lake Oswego, OR, Congregation Jehovah's Witne se's representative a , . •,. :104 ••••..' ,.. • Cl) CC 5 ,i C0DC N.2 •D 0 • -, c•-• -1 q.Cs1 ,. 0 d• 1..1 U\ . (1--- . ri— .1- ,--, ,:) 0. , i • •-, cy, ... i 9 ..::. a- •..4 I I'I •-- (1) I', " • 1 a 1 .1 .'. Ir:.:4 1.111:1 Z I:I U 1 •:3 I 1 X. Ili Li r .-- z i-- I Li c.-a 1 I-- c-..., • ) hftAI LU 0 = c:.-4 tr. .... I ‘.....* Z 0 I'D . . 8 go ..t E .... a z :,... I • (Jirr...) 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OF --- PHONE AP- ARBA N MBER EXTENSION TELEPHONED^-- PLEASE CALL ✓ CAME TO SEE YOU WILL CALL AGAIN WAN113 TO SEE YOU RUSH RETURNED YOUR CALL I +CIAL ATTENTION r-- MESSAGE ver a _. • SIGNED LITHO IN U.B. \TOTAL • FFIC PRO I UCT LOPS 3002.5 and printers. Inc. 228-2395 • AGRKEKENT WITH DRP)SITOR AND TRUSTEE ON SAVINGS OR DEPOSIT This agreement is for the eurpose of fulfilling the requirements of Street Opening Permit �3 y" 9 dated /��,„ f i.'__ % between the City of Tigard and AVL t 4,01R►ZpjL `;Arc, is entered into by the Depositor ^aul L. Dorrell and Nillan et.te Savings trustee. The undersigned depositor ar.d trustee do hereby ass4gn the right to the City of r•.. Tigard to determine at its discretion the payment of all funds or securities held by Wing tte Savis as trustee in the amount of 113,800.00 in Savings Accunt No. , or Deposit No. 15-112802-2 in--the --_ in accordance wi.'Ji and for the purpose of Bonding street and Sewer improvements described in the above stated Street Opening Permit. It is understood and agreed that the IrusLec (W.ill.atlAL ' Sav1:1s ) will hold such funds or securities in the amount. of $18,800.QQ_ until an authorization or direction for payment in received from the City of Tigard and that the City of Tigard has the right to withiraw Principal Funds w: :h City of Tigard signature only, in the event of Non-Pe1formance. All fund deposits shall be renewable at matur.itl and at rates and terms in • effect at the time of renewa' , and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. /1 That account is to remain op?n until such time as ill Public Improvements are completed and accepted by they City of Tigard. Signed and dated at _ Tigard a , •OTi • This _ (AIL day of March , 961 signature - City of Tigard Signature if Depositor P.O.Box 23397, Tigard,OR 97223 11475 S.W. 94th, Tigard,OR 97223 Address Address ACCEPTANCE The undersigned hereby accept?; the funds or eq urit ,en deposited in the amount of $J8,800.00________ this ( II-1. day of /46r[ 1__- 19 , ' , and hereby acknowledges receipt of the Passbook Savings Account No. __ ; or the Certificate for Deposit No. 5:112802-2• or certifies • that there is no Passbook ier.ued for this account. It is further aareed that said account will be held for the uses and pu poses above stated until authorization for disposition in granted by the City of Tigard. 1/2c__ '' .-/CIVIZZ Authorized Signature tr/Str//tom Ingrid Hein p.met Willamette Savings & Loan Tigard Branch PO BOX 5555 Portland, OR 97228 • DEVE:,;)PER - ENGINEER AGREEMJRNT City Engineer 13125 SW Hall Blvd. PO Box 23397 Tigard, OR 97223 RE: f�//V (Name of Prlject) Dear City Engineer: We hereby certify that T ��rU/l% . 6/�� L.,l%j' l/t-y' ((J (Name of Engineer) has been retained by Lr4k:.E C,°,[, C'1 (11/ ,, l"N1/t) �9[2 Ai f C_ C- () 7- (N. me of Developer) J //t1 kjf/-/ Ai/•�/Yt=>`V {� to perform the following work pertinent to the above project. 1. Perform the surveying or verify the existinr' surveying information as necessary for the design. 2. If necessary, provide for the expertise of other engineers such as soils cr structural engineers and, also, oversee materials and systems testing. 3. Prepare construction drawings in accordance with the City standards and obtain the City, and ,f applicable, DEQ, Cnunty, or State approval of such drawings. 4. Supply construction staking. 5. Provide adequate inspection t-) assure compliance with City Specifications, and keep accurate fitld note ' in order to prepare "as- built" drawings. 6. Upon completion of construction provide one set of as-built drawings on mylar to the City. 7. Upon completion of construction, provide written certification that all improvements are cornolete in accord with the approved plans and specifications. 8. Obtain City approval prior to any substantial deviation from the approved plans. 9. Resolve engineering an ] construction related problems as may arise. We agree to notify the City ii.mediately if the above agreement is terminated or if the engineer for any reason is unable to perform '.he above duties. _ ,.. (Developer) `, 11:0� (Engineer) ' � ,- -- - // 1C= Date Date br/Doc.11 II /to/t3, will-jr e/ �1 )0i iS 1 �"" S7 ll. Nt-OportNcc T `f Rr 401 e ' Vi t? Its CIOE c'l w A %S to $161°NNE - • I1 AVM-AA c.p,... r 3 C ,�o f C ,,c, tNAT -E -cizNS cAsN ,..-- (SE (SE `t4TY�Jvro- \BxEcun("0) - \ STJ4Tl..` __ (, VasI' swr sect I 7' ,wt.r..% (� n L %4tN5 zC_.�tc'% • 1 Ne �e`,c NMASS ±±i ,;: -1.V.,0 e- Pvevtike_ 1 ` �l ZV1 JCV�I,�e i,�, 1'2SL Sr ICe u3 , D� N JTe 0` _9�Z.) kgrCRAM.4tiS iOFw1 , VV 4+0 u.) • I'-'I ll e_)t.ecu!-e. T'A!. d.ec_ - u g. P►ewcke_ - ►.e„law .A & \44,,,,,7Np.,,,__ .:,_ ,, , • 0111 filletc . Fdzx C ' 0f 6 . 712007i cnaaeta . Box 1345 v Pelf 503 639-2760 „� Lake Oswego,OR 97034 MMIIIMMIIIMMMEMMft 1P44e CITY OF TIGARD ZO/J • Washington County, Oregon •U K• NOTICE OF FINAL ORDER - BY HEARINGS OFFICER �A ` 1. Concerning Case Number(s) :_CU 88--10 2. Name of Owner: Charles & Dorothy Colton Name of. Applicant: Jehovah's Witnesses - Kurt Hamberq Representative 3. Address PO BOX 2026 City Lake Oswogo State OR Zip 97035 4. Address of Property: 9450 SW Durham Road Tax Hap and Lot No(s) . : 2S1 14AB, tax lot. 700 5. Request: A request for a six month extension to a previous Conditional A Use approval to allow construction of a 4,400 square foot religious assembly building on a 1.26 acre site. ZONE: R-4.5 /Residential, 4.5 units/acr l 6. Action_ X Approval as requested ___ Approval with conditions Denial 7. Notice: Notice was published in the newspaper, posted at City Hall, and mailed to: X The applicant and owner(s) X _ Owners of record within the required distance X _ The affected Neighborhood Planning Organization X Affected governmental agencies H. Final Decision: THE DECISION SHAM. BE FINAL ON NOVEMBER 9, 1989 UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of conditions can be obtained from the Planning Department, Tigard City Hall, 13125 SW Hall, P.O. Box 23397, Tigard, Oregon 97223. 9. Appeal: Any party to the decision may appeal this decision in accordance with 13.32.290(b) and Section 18.32.370 which provides that a written appeal may be filed within 10 days after notice is given and sent. The deadline fo•c filing of an appeal is _ NOVEMBER 9, 1989 in. Questions: If you have any questions, please call the City of Tigard P?anning Department, 639-4171. hkm/CU88-•10.BKM NOFO-HO BEFORE THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION FOR ) AN EXTENSION OF CONDITIONAL USE ) CU 88-10 APPROVAL FOR DEVELOPMENT OF A RELIGIOUS ASSEMBLY BUILDING; Jehovah's Witnesses, applicant The above-entitled matter came before the hearings officer at the regularly scheduled meeting of October 12, 1989 , in the Tigard Civic Center Town Hall Room, in Tigard, Oregon; and The applicant requests a six month extension of the condi- tional use approval, on property zoned R-4 . 5 (Residential, 4 . 5 units per acre) , and described as Tax Lot 700, Map 251, Section 14AB, City of Tigard, County of Washington, State of Oregon; and The hearings officer conducted a public hearing on October 12 , 1989 , at which time testimony, evidence and the planning department staff report were received; and The hearings officer finds twat the applicant has met the standards of Section 18. 130. 030 of the Tigard Community Develop- ment Code ; no changes have been made to the original plan re- viewed in September, 1988 ; the applicants have indicated an intent to initiate constructions within the next six months if the extension is granted; the Planning Division is unaware of any changes in the facts, applicable policies or ordinance provisions on which the original approval is based. / / / / / / / / / / 1 NOW THEREFORE IT IS HEREBY ORDERED that Conditional Use Approval for CU 88-10 be and hereby is extended for a period not to exceed six months from the previous expiration date. DATED bhis___)day of October, 1989. i HEAR GS,:OFF E' APPROVED:// 7:(/'''' // dirr (-- ' ' 0' ETH MASON i`----_� 2 a d71- PON A `17 DATEM . " TIM P• .M. WHILE YOU WERE OUT M or-e-1 OF. ` - /4.2 ti i LE, PHONE NO._�_ TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN l� WANTS TO SEE YOU, = RUSH `RETURNED YOUR CALL I MESSAGE -I0,QC�' e�e SIG N" Everett Pad&P P I�t��__.__ 3/Z.9/6,1 = t 0Fog1-tE'tJ►tA (g ce bust tJ `1I,41- PeV1M yT NPI-k.-‘c 1 t tt Z� Mtt.C..►PRL MvSv 1st:: - T14 S 4E- PA�R't`� ►'rtMZi gO13p 12.052., ►.‘'c i'I 8,860;"' ) A.L.- 01 Shit,' � 01F ,LC , c moi- >*te) t\-() e..ti��,,�.a CA-► u. i�t Pick. it UIF). CAVcuk,, \.,Eu.. Nt.,;(:", Ni sP+,►b atD )4i'I rcz ,:SDE NE u-) -1 4 roc .--.. >c? , SU "AWN Z c No r►NVmt1 VeRM.►'r t1 c� 0E.c' usovub pplfgta'Rk:-i USC R .T s S�){tETh E MID b rtV.N h CITY OF TIGARD Marcie 29, 1989 OREGON l Burton Engineering & Surveying Attn: Mr. Dennis Smith 302 Tigard Plaza �--- Tigard, OR 97223 Re: SW Durham Road Improvements Dear Mr. Smith, Attached please find one copy of a public improvement plan. Said plan needs to be circulated through the below noted agencies for review acknowledgement and, subsequently, returned to this office. Sincerely, John S. Hagman Engineering Technician /doc.3 XX_ PGE Company XX Northwest Natural Gas Co. 14655 SW Old Scholia Ferry Rd. 220 NW Second Ave. Beaverton, OR 97005 Portland, OR 97209 Attn: Jim Johnston Attn: Ron Polvi XX General Telephone Co. _XX Tigard Water Diet. 12460 SW Main St 8841 SW Commercial St. Tigard, OR 97223 Tigard, OR 97223 Attn: H. Wild Attn: Bob Santee _ Metzger Water District Washingtml Co. Fire Dist. 6501 SW Taylors Ferry Rd 20665 SW Blanton Portland, OR 97219 Aloha, OR 97007 Attn: Jesse Lowman Attn: Gene Birchell I 13125 SW Hall Blvd.,P.0 Box 23397,Tigard,Oregon 97223 (503)639-4171 Page 2 _ XX Tualatin Fire Protection Diet. Columbia Cable City Hall 14200 SW Brigadoon Ct. Beaverton, OR 97005 Beaverton, OR 97005 Attn: Gene Birchell Attn: Craig Eyestone YX Tigard Pcst Office State Highway Division 12210 SW Main St. 2131 SW Scholls Ferry Rd. Tigard, OR 97223 Beaverton, OR 97005 Attn: Steve Kaufman Attn: Lee Gunderson USA Corps of Engineers Wash. Co. Land Use & Tranep. State of Oregon Courtho,Ase Division of Statelands 150 N. First Ave. 1600 State St. Hillsboro, OR 97124 Salem, OR 97310 Attn: Ron Aase Act.t: Bill. Parks USA Corps of Engineers Portland District Permit Evaluation Section 319 SW Pine Portland, OR 97204 • Attn: Richard Johnson /doc.3pg2 (503) 639-6116 --- --�_--- -- BURTON ENGINEERI'l 1X-007.1tes & SURVEYING, INC � �l » omllmcmlro LETTER 302 Tid. ' ' aza-- all Blvd. Pacific Hwy. TIGARD, OREGON 97223 ill042mMM/011111 1111111111I 11pl Date \—) ' CJ C\ To G;i -y of -cI bK-D Subject Y---1 Dorms, ► �ia�_-� PrzoieCI /a.T -5o\,h \aA6tt p i R.- N s rY\vi—TED G-R R E'N‘71-4 port ) c, F u A L A P P Rov A G Sc-is b,F 'THE TLC: YIS t~D /No S 176. CoRADINC/ P.-ettb 1.4 A Lo N G w rTH P 2.\L>>J b - Mo4� -a cc.p SS r l p� i � -loe' nc� asS� fl 1„ ,,-;;;rl � CH�p�t �t�laa�t*wcl b of , ,k , r.,rt 1�2s vett Ts u J Please reply i No reply necessary sl(iNZ% FOAM 180 2 AYaHabla born/NCd3)lne Oiolon.Mass 01450 al r 1- e)r WJ -rV%A $,ALTOM . . k c�.sc l.t ss e A v tALI -911. • r1wi,4 .rs.vtst•r. Ve re-C'<<c* A•e N'rcc t.A\•tti Show►A 0 V1 • C.OfA" t.tiNC1AA,*.tt. 'rf.V1y1OA. r yp!Vt 0, 14 14e.- 6.4-11►1 1-e..vtsl!. & *e..,•.1/4.�IA,; bo , . if . c. r ___ ref. ammiromi r/y THOMAS H. HURTC CP PO �,� ENGINEERING & SURVL iNG LETTER 302 Tigard Plaza TIGARD, OREGON 97223 (503) 639-6116 Date 2 1( c�. ► ;y F- i 1 CSA(f Subject N C'C30 ' ,BALL p,r-\(\tS MWI i H 1Z- Y U�- FAN►(\ , �-pP12—b\)/A\ 5 SFSS R—C- -NN11 S eD 'yo v7_ RECEIVED z�) .,r CziAL�..c ; JAN 12 lytjy i P-K., "fg.� • BIONED\�` �\ 1 Please reply [j No reply necessary \�.�\ QpNry � • • . ;74 . ., , . BURTON JOB L., CD .---..-"--., ENGINEERIfIG & SU.• .EYING SHEET NO ) OF 302 figard PIaLl TIGARD, OREGON 97723 CALCULATED BY 1 ")-.5; . DATE \2_- 1 —88 • (503) 639-61.16 CHECKED BY___-_-r14._P, s. DATE . , KALE _.____................._........... 1 • ,-..,, 1 I i ...., _. 1 I I $ .1. I [ -r . • t - .-t - $ . --C-t-- ry\ 'Afli-r I4 iLycsi ,, ?pi.,;a . *.-Tcrit-pt*t_.' f 1 . 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( ---, o4 , . ---.1 • Pt'As H i ........i BURTOP Joe _...3 ., -..--.)--- )U I`.t 1'.1 c"-,1JU \ I-4/at L. i, ENGINEERING & SU':; EYING 1 SHEET NO. 1 OF 302 Tigard Plaza ( nATE IZ _ZZ4::\ _83 TIGARD, OREGON 97223 CALCULATED BY_---/-- •-- • (503) 639-6116 CHECKED BY_J 1-1-2,..1_,_______.__ DATE I2.__ `) b_ SCALE ___— _ i i 1 i f 1 t , i -4.i 1 _ _-.......14 Y. .1.) 61 V L II (..1-.5. ipi L.c.-..0 L.._/a-f( Ni . i........ ..._... a Yl i\1 N). ' 1-1 A L_L_ . .s I TE.. ARIL) rt"/ 1 _ ..._ • A li ;TMJ : 1 - F ' Exr)(, 1`i.�.N.._ ....1.,.� ._,_. 1. i i -y 01\1 Wi r� 11v 01'\1 ...__........._........ .L._ , _ l�lzJ i I�J � ��(7�C1>`«� ����t _ 1 ' , . H --- •........ ,-... _... . . , .. " . . cv .. ... ._.._� . . : To -I/ -1 x T. C_--, 3C" STS _ / < <- " . ' .....; U 1-1(ArA 7 eco . 1 , : To,T/A t, . GQ1\1 s 1 Tc-_-- 61'-k-:.=./a I - 1-4..:, r C \l-r0 -).2 J'AI'. A t.1 iJ 7 I-4 1 .C.?c'f C� T. S. . 4_Q C-6-1 1 tNJ s -PJZ oy I pip Ey --r-HG . . . . G1 ;7y . n TIGAr-1, . . 12-1---:-G D I .' 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' \ ./ I i r , • (t) ! i il , � ; , ; I • BURTON ENGINEERING JOB ,e' - > �� •C- ENGINEERING & SUKVEYING SHEET NO 3 or. 302 Tigard Plazala- Z�_a� TIGARD, OREGON 97223 CALCULATED BY... �. .S- _ DATE (503) 639.6116 1 CU ` ECVED BY 1.' \ • . - .__.__— DATE SCAL: I ' .II I I I 1 i i 1.. I_.. ..1 .... , .. ._i. ...., __.. . _ _.... . . i..._... .....�...... , ._..1.._ 1 i I Cry _. .�.. . � __ ..._ , _ . � ..... :1`= ��} f It r _ _ I Vl � � sl- i j_ • J? (i y _- I `-, , [..1 "i i -`:=(, 6-X-"� �•(1`)P r: I (T•, 'ZrS r al-1. I � itIIitii',jti _it. 1 1 Cx 0. ( 1 .?‘ii 7,07) . Q - I 07-ac) r E.5 • 11YA I L./a$I_E . • AY)..F1.C_ 1 i - I '1) .5"-S C.F:.c 2 0 . (:)CI c.1= S.. ;,i, :. xA1A1 mow «.IMa� / l 4/ t ,,r, # t_ l . . w ope . , , , : ,s N. V I •. , 1 1 1 , . . . . . -i -i --i 1 I ,_._ 111 � 1f I '. � T 1 I 1 YF 1C. • 4r , ;. THOMAS H. SURTO" A '17L1l2LiW ENGINEERNG & SURVE. ..JG 302 Tigard Plaza LETTER TIGARD, OREGON 97223 (503) 639-611b Date — 3 8 8 1,1 �. , r y - I _ 71 (...7 r4t t��P Subject 1<.► hC.)NA Wi: OFF SATE EWER CAT IvS r)�v ATT 1-06 MAN 7 R$ N. S \TTED MERE W I TI--} AT3PR-0'f�L -� 6E1 t)r (>1 tVE RF- \14\)•-- sKINFID Please reply No reply necessary yirr.t•rjN )1\ Past-Irtvonlas Nowa pee le$4 c 2,\ "�S Vt tem r_ F 10./ • CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY HEARINGS OFFICLd 1. Concerning Case Number(s): CU 88-10 2. Name of Owner: Charles & Uotothy Colton 3. Name of Applicant: Jehovah's Witnesses (Kurtis Hamberg -- Representative) Address PO Box 2026 City Lake Oaweg8tate OR Zip 97035 4. Location of Property: 949 417.3- Address>all Durham Road Legal Description (WCl'M 251 14AB, lot 700) 5. Nature of Application: A request for Conditional Use approval to construct a 4,400 square foot rel nous assembly building on a 1.26 acre site. Zoning: .5 (Resi3entia1 4.5 units/acre) 6. Action: Approval as requested xx Approval with conditions Denial 7. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant & owners Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON October 10, 1988 UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Department , Tigard City Hall , 13125 SW Hall Blvd. , P.O. Fiox 23397, Tigard, Oregon 97223. 9. Appeal : Any party to the decision may appeal this decision in accordance with 18.32.290(b) and Section 18.32.370 which provides that a written appeal may be filed within 10 days after notice is given and sent. The deadline for filing of an appeal Is 3:30 P.M. Octcber 10, 1988 • l0. Questions: If you have any gi.estions, please call the City of Tigard Planning Department, 639-4171. 0257P/0021P ef,ch,t), E A BEFORE THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION FOR ) CONDITIONAL USE APPROVAL FOR ) CU 88-10 RELIGIOUS ASSEMBLY BUILDING; Jehovah's Witnesses, applicant The above-entitled matter came before the hearings officer at the regularly scheduled meeting of September 15, 1988, in the Tigard Civic Center Town Hall Room, in Tigard, Oregon; and The applicant requests a conditional use permit to construct a religious assembly building and associated site improvements, on property zoned R-4 . 5 (Residential, 4 . 5 units per acre) , and described as Tax Lot 700. 2S1, Section 14AB, City of Tigard, County of Washington, State of Oregon; and The hearings officer conducted a public hearing on Septemler 1.5, 1988, at which time testimony, evidence and the planning • department staff report were received; and The hearings officer adopts the findings of fact and conclusions contained in the staff report, a copy of which is attached hereto, marked "Exhibit A" and incorporated by reference herein; and The hearings officer further finds some modification to the conditions of approval are required to protect adjacent property owners to the west from the effects of traffic and parking. NOW THEREFORE IT IS HEREBY ORDERED that CU 88-10 be and hereby is approved, subject to the following conditions: THE APPLICANT SHALL SUBMIT PLANS FOR COMPLYING WITH THE FOLLOWING 11 1 CONDITIONS OF APPROVAL. THE PLANS SHALL BE APPROVED BY THE NECES- SARY STAFF PRIOR TO ISSUANCE OF BUILDING PERMITS. STAFF CON- TACTS: GREG BERRY, ENGINEERING DIVISION (CONDITIONS 1-8) ; BRAD ROAST, BUILDING DIVISION (CONDITION 9) ; AND JERRY OFFER, PLANNING DIVISION (CONDITION 10) . 1. Additional right of way shall be dedicated to the public ` along the Durham Road frontage to increase the right-of-way to 45 feet from the centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms and approved by the Fnrtineering Division. Dedication forms and instructions are available from the Engi- neering Division. 2. An agreement shall be executed by the applicant, on forms provided by the City, which waives the property owner's right to oppose remonstrate against a future Local. Improvement District formed to improve Durham Road. 3 . The access from Durham Road shall be provided with a ' .. y,V taper of sufficient length for safe entrance. 4 . The applicant shallprovide for roof and narking lot rain drainage to the public stormwater drainage system or by an on-site system designed to prevent runoff onto the adjacent property. Sufficient elevations shall be shown on the site plan \ de uate drainage. to ensure a q q 5. The proposed privately operated and maintained sanitary sewer and storm drainage system plan-profile aetails shall be provided as part of the public improvement plans. 2 3/-(W61 - cls 5« secl Liss_ 2 _5- cnc��c1 acs ./1 .5//ft*G7;704:'44-1:0/tt:41'177::465.,.. I/ 6. The proposed privately-operated and maintained parking lot plan-profile and cross section details shall be provided as part of the public improvement plans. The parking plan shall be amended to include no more than a one way drive adjacent to and cl.ong the west side of the southern most block of parking, with the balance of the area between the drive and the fence along the west property line landscaped from the southern boundary of the site to the southwest edge of the proposed build- ing. Two parking spaces shall be eliminated from the northern block of parking which is adjacent to the building on the south side; those two spaces shall be the western-most spaces adjacent to the fence along the west property line. The space shall be landscaped at least to the southwest edge of the proposed build- ing and no parking shall be allowed on the west side of the proposed building, north of the remaining block of parking which is adjacent to the building on the south side. The remain!.ng parking (71 spaces) shall be as set forth on the revised site plan. 7. The applicant shall not allow the parking area to be used for non-religious asembly uses. It is the responsibility of the applicant to provide security to prevent such unauthorized use of the parking are, . Failure to prevent such unauthorized uses could resul' in an additional requirement to gate or chain the access to the lot, or to provide a more formal plan for security for the area. 3 • • • • 8. Five (5) sets of plan and profile public storm drainage • 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 Division for approval . Two (2) sets of plan and profile plans shall be submitted for preliminary review prior to submittal of final plans. 9. Construction of the proposed storm drainage improvements shall no. commence until after the Engineering Division has approved public improvement plans. The section will require a 100% performance assurance or letter of commitment, a developer- engineer agreement, and the payment of a permit fee. 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. 10. The applicant shall provide connuction of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system. 11. A tree removal permit will be required for removal of trees as shown on the submitted landscaping plan. A detailed tree protection plan shall be submitted which provides methods of • protecting trees to be retained during construction of the church and other site improvements. The applicant shall retain all possible perimeter trees, even if smaller than 6" diameter where they do not interfere with the traveled portion of the 4 I 11 t internal roadways. The applicant shall also submit a landscaping plan for ground cover and shrubs, including designation of. spe- cies. 12. All light poles on the site shall be wooden. PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT, THE FOLLOWING CONDITIONS SHALL BE MET TO THE SATISFACTION OF THE PLANNING DIVISION (STAFF CONTACT: JERRY OFFER) . 13. All landscaping materials and other proposed site improvements shall be installed as per the landscaping and site plans required herein. 14 . A sign permit shall be obtained prior to the erection of the proposed sign. Sign location and size must be in accord- ance with the provisions of Section 18 . 114 of the Community Development Code. THIS APPROVAL SHALL BE VALID IF EXERCISED WITHIN ONE YEAR OF THE FINAL APPROVAL DATE. DATED this -- > day of Slptember,, 1988. -AINGS OFFICER APPROVED; BETH MASON —!- 5 v {'i�' 'rte'' U ^� • �.� Jehovah's Witnesses • Kurt Ramberg, Representative 1' • P.O. Box 2026 Lake Oswego, OR 97035 Charles & Dorothy Coston 10555 SW 63rd Ave Portland, OR 97219 Jack Zuber 16090 SW Copper Creek Dr c w Tigard, OR 97224 Dolores Kornbe' j 9465 Martha St. t Tigard, OR 97224 r.Ii J l rLV t �C l/ ,/�, VI r "� 9e7p.„.,,,, ,C7 _____ I .. „. r , . • ,jl ' -ys, ICOPY x-r G ST. S. r 'H • o►vtV E c s �° - A-f. r rN01.�. I�IoAt. Q4. IssuEo ar �' , o k \ I ii IG1Tv p nl DATE t 7!.' h (� t 1y• SAN MA1 N ,r� EX r c 8 GN"ITI1 T� A1.4 �l'11 • Q 1 2 - C't•�. . Z.�C� ..c}� - - Ex TCS --- - �1N 5`rAt_L 'Tp G 1-1 ���/"', - eS ---- ,SA NA �/ of -t1 ARD STAN(�A•f�DS �1 ;iL-�,� O Q f � : A : C . E3r' HATE�' SPEG1FtG^TIONS • . _ -- _.-ExTG __... -----•- - • I S ----- --- _ BLOC. 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GSE PROYOfSD C00[ r OF CUSS *is M,X GN APPRUV EO BASE HAM[ 0 COVER-1 /.• _� 'I �- SEC DWG NO G-112 �\ •. CLAS! •C•Afie NOROROUT� ,\ -TANUARL M.H. PROPOlED CODE I /iw RUNGS 12.O.C. 4 .�.�-__,, S I 4 -' eOFPAvE 4ENE�' E SHOULDER CROWN.. FINISH .'. LACATE1)ON KAT. a y 1 W r' Q[LEY. SAME AS CROWN ECFV 1 �1 I LOPE ' IIS I Of ROAD GRADE SIDE UFYAMSOLE, o i >' jTREF.T AR :moi Qui' OF $'TN�fT AAEAi +MEIN. $ I ( �. WITHIN t4" a f,� •,1 I RJAD SiHfA t • S AND /LCiill 1° I• f �� EXISTING` 9 F / 0 a • I( 'IAC\ 1 ,.. "` '� .,;--.-----7-,,-,--- --- - '%T" ,' - ♦ a r ` - ... __ • Q •/W I a i �� VECTION Ni L -a., W RESURFACING ! / % //� /�! TYPICAL SECTION :// ���� i•ii $?I � st >;o N �•� / :It Ec BOTTOM OF DITCH CLEV - I F " 6' ! .. couLn BE ADJUSTED BY • % zuj1 A.C. DRIVEWAY ������ • i'. • ' // • "` INSPECTGN q;: • • ,'\�. /I r ► CLASS A 0 •Jl:I _ 4" CONCRETE EXTENSION RING n I ri `%`� • v //� 9ACKfrll , \� •° ° • , I r PROFILE MANHOLEiNSTALL COVEN REWIRED TO BRINGFRAMRo G --lel! % - - -- - `� ♦ . / DESIGN GRAD[- MAX 3 RINGS I 11 bPR ` . .v. /'i '1 • •, OR 12"MAX I w i7.-3,z-1 PROPOSED EDGE • // \///J�C�`'/ -------- I • / III♦• 2_ Oo<--YHOULDEN - / `%�' ` N ~< -ICCEN7 RIC MANHOLE TOP 1 � _L --"----- ----P,EUPOSEu tin,F. • v �' f , / \ i PAvf HENT � • tit I � .._ !,4-0 ORANULAR /,/• II /7� SPE VARA3 - C.A!! / ^P °. /• DI//, '/CONCRETE HEADWALL RCOVIRCD_- I 4 \ --- �__ r • 0 • V = uPITS COR RLIGATED METAL OR STANDARD 4e MANHOLE RISERS ( u I L rT I } v• 7//,/,/,/� � Q 1 PLASTIC PIPE. / I • o /' * S, r i v / / /// lu .* 1 / W I," I u <r ' / FtIPE SHALL EXTErt. D A Mw0 I TYPICAL SECTION T-�-• d '' '� f 1' PAST TOE OF FILL. - j _ : � 'N s - • W I RFAC F IVEwar �/ � • y � la i x W w °, o'r r- '�• °r . r�• - `� •• ., , W - (.1 I aJ " < GRAVEL DRIVEWAY ° '°• ° '° ' ° C` Q14-0 ROCK - •' \RAM-SEK JOINT MATERIAL OR 4 V ° O'• a LI r t a•. ,1.,.tct_-_,._.__-_- \\\\ ��`` \\ N\ 11 _E . EQUAL -ALT. GROUT 1 I `� L I µ+ I o• • • r Et" (� • T-e_---_ „11�11�"I�IN \, It 1111\1 T • • . (� 1 f C "-_- __-' 4 ____g_ ,___,...1_ °: l \ ult.u'�r 3•.; •eq■ =1..q. 10.TC.114- PROPOSED EGGS 4---- r�7 D ° N1�T�' 1+ 12• 1 TOPICAL PLAN �•: .1 ,, Q CONCRETE PIPE , OTHER AS U'aF7PNOVED TE f T 6-•. 1 �` MAX_ ___.__.__-L Oi SH OUL DER PROPOSED EDGE z_ -- S.'•• •tl • I � ' •,, PI�s+ZE • Uf�R +E I �= •I r�T!LOPE I_--- A.C. OR GRAVEL DRIVEWAY / o i -. • '� `'SIa �{ G' GF PAVEMINT Q • •o o l/""� SLOPE vAM C.7'+-- 4' �L \ e • ° • 1 *UNLESS OMCRwRE MOTET' % r,R•i7°1' _L__L-�� •e ' • j • PIPE TO Ef LATE() AT EXISTING GRAIL( CF EXTOLL -- NO SLUMP; �_ .� T. ( _ `\y. -_ - E �_._-_ • I. • • . • ••♦. • .• • • _-__ I. C.:1:-.,='.- BACKFILL IN STREET AREAS PIPE SASE -'+ .,a ll 7[E 9WG NO OW-202 I.IF 9/W:9 AGAINST CURS, FILL ROOM TO II COMPACTED CRAV. CROSS- SECTION 3/4•-0 AT -- •_-___•______ :.ISP!/WACK ITS NOT AGA/NST CURS, FILL 'Wog 77 f0°!•COYPACTIGN • C pouRED CONCRETE EASE- S SAC*MIX, 2500PS I. TYPICAL SECTION 2LACK FROM CURB AT TO OATS ALTERNATE • WASHINGTON COUNTY �, �'DEPARTNGT N LAND USE DRIVEWAY FOR STREETS WASHINGTON COUNTY I `- - � ipo;_ SAND T TMENT OF !.ANO USE STANDARD MANHOLE WASHINC_;TON COUNTY AND TRANSPORTATION WITHOUT CURBS `� AND TRANSPORTATION V1IASHINGTON COUNTY DEPARTMENT OF LAND USE DRIVEWAY DETA,i_S FOR PIPE BEISDING AND • DATE crvlLCNGPaER DRAWN APWA NO. WA:2i COUNTY NO. DATE CIVIL ENGINEER DRAWN APWA NCI, WASFE COUNTY Na - DA OF LAND USE iI/,/iL 6�..,, .t.•••-)___ K;•, L, " NONE r DW-202 • AND TRANSPORTATION NON-CURBED AREAS BACKFILL • DETAILS AND TRANSPORTATION ��,>/�r<_ +'� � .�A� r:oNE D-109 1 OATS CIVIL ENGINEER C AWN APWA NO. I WASH. COUNTY NO. I - PA- 406 • I DAT■ CIWL EO WI((R DIUWN A►WA NO. NO.1/n!� f ..., i�••�- ;Grid 9SNONE DW-205_,. L____-- 1c �E... 4 o _ ..� NONE i .. .• I ONE NQ 5 BAA -RECESSED ARCA- SLE Na 0-104 FOR DETAILS.' B ._ }I TW0 No SEVEN NO 7 RARS AT G' OC it i, BARS iJ-- --Lw _. 1 �r_� n J • A A A f r- q /i \ r III I) /�-----,\ t_____Ill ____IL 44 I' I iltil1e L.r-FTLL.ER MATERIAL-SEE 1 " ...,.: • •• NOTE I. DwG NO. G-Ci (6-,) (r..„...... 1/77-r-- -, \ 7„......„--.7....„ \1. --,.. 21/2 X 1!2• 'ti \� 1� • CH....___ • ',JNOTE' REDAA TJ BE USCG WITH RECESSED S0.EDGE FLAT EAR III •CURE I..LE•T ONLT. SfC CAVO NO 0-104 // \\ � Q Q �� �� I; ' •-___.�J FOR FRANZ DETAIL SEE DWG. NO 0-02 -Iu �' Tom'.,�._ 4. ,.1 r FOR GFATE DETAIL SEE DWG NO 0-103 _61 _ �o \ SEE• DWG N0. 0-101x4_a__ ` I` FOR SECTION E-I ;n; .4_,i TrP 3 i,2 I/2"X 3/8.1 1 L, •J..,r. I !/16-T/� NO/ES G-�`•`•'1 Z•~ NOTE, LID CENTER MARKING SHALL BE "W" IF USED FOR WATER Y PLAN •^� STANARO TEPS OP E ' -- j •.i STANDARD COVER WATERTIGI�l_ COVER F---• STEPS OR LADDERS 1. --.__#.__._ :rLAaJ_ :,L JATAl Lt4 .✓• .4' •. -'f-- ZFOR OTHER DETAILS . ''�\ ` '"�1.--- PLAN VIEW PLAN VIEW -- - -- 'DuRB • • i PLAN I DENa 0-105.GD ------4- W •I 74=� N- N sex ova ma• �. J/TOP O1* PAV CMENT 1 FOR FRAME AND I I'' vuiW •'I 'tel• •s *.i.1101/,,,r. I- L ---_'-'7 ---->,'! COVER. •1 I. 1" .q- --��- �-- '*. 4•5/4. ---'�z. �-COv ERN. �n.. I r� F. : lioraillihH 4• WEEP HOLE �,• •1 :n•-- _- - • -- • _.YN_ _I OF i ,i� il:i •I ‘NiI 'FRAME r„�',*+ 0 -' • �' m I. ICI 1 _.1,..- . - ---- . T vARIADLE 1/4"v \`5/E•z S;eOLT ! (•I . . • �_. 27� -� .'��,• ID MIN. 10. (SEE _ �•7 .� PROJECT I 1 1 ..--if �� 23.. PLANS' SECTION A-A -4 _L� " I �`` -1 I CAPSCREW _L NOTES I •,I 1 .0� I -^. I.II I III .g..f Tiler tjli�� $ Pwl4 RE00 �/2 . � �i:=��_ 6• I NG SUMP ALLOWEDA TYPE DIA./IPE w. Lw 1 .•I / I ~ ., 1 a -' --�--- CADMIUM FL • --- 2 BATTf.R OF IOW TO 1' 1v --_ STANDARD 10•-12• 1'•71/4• -I_-I 7/E• • \�� I-.. __ \---.. / I. I I„F-_.�4 - _-_ NEX HEAD ro • • - I FACILITATE FORM RE MO•:4l- 1 "�' -•._ . -• �_ •`------ _-J- 1 ' 1(1 -2'-41!2---/A -t S•-� w1LL BE ALLOwEO. OVER;ItE H•2T• 2'-47/i 2'-S3lB" :0 •• , '• '. e P f� .r `,r___._ 3�_ _�, .. -;r• �, * - a TOP OF WEEP HOLE 'REQUIRES TWO GRATES --4731----�- •Z' -+'('• 150 34- • ' FRAME 81 COVER WATERTIGHT t SECTION A-A ATSUBGRADC. • STANDARD B OVERSIZE ARE WASH CO.DESIGNATIONS • WASHINGTON COUNTY COUNTY 72" MANHOLE ✓•-- sa' MANHOLE SECTION FRAME 8t COVER DETAIL WASHINGTON FOR 42 O'AMETfR CR SMALLER P PE FOR 36"DIAMETER OR SMALLER P1 Pt 1� -••DEPARTMENT OF LAND USE L [ OF USE CATCH B A 51 N t".!;";•'°,•1.` •,,,,D ��DEPARTMENT LAND IJ,�E FRAME _ AND TRANSPORTATION AND TRANSPORTATLDN "- �' - �_ WASHINGTON COUNTYWASHINGTON COUNTY -^• SPECIAL OVERSIZE DATE CIVIL EM OIE R DRAWN APWA N0. WASTE COUNTY No. DEPARTMENT OF LAND USE )1 ,,,A DATE IVIL ENGINEER. DRAWN APWA NO. WASH. COUNTY Na411),",, DEPARTMENf OF LAND USE MANHOLE FRAME & COVER 1 'p,/ ,..., - tcLS c Pt; I-A (MOD.) D-100 !1,��G --••• � � ALA.F.�, I-C (M"''1 ) D-102 AND TRANSPORTATION MANHOLE Ns" AND TRANSPORTATION DATE CIVIL!HOMER I DRAWN APWA NO. WAS. COUNTY NO. DAT[ CIVIL ENOPREER DRAWN APWA NO. WASH.COUNTY NO, Q� CG - r,at - 1/7/AL .i'• .. �ua.rr'� NONE 0- III_ . I I /liThi �'. � ... ,� -Ki.,,,�ees NONE 0- 112 • ((^^ vJ 0 C.4 NOTES 11. �. J; I 3/4" PREFORMED JOINT FILLER MATERIAL TO BE USED AS SP[CIFIEO RT ' 1 l'ir__.._I.W. {I �I fe•TTP. A I ENGINEER ONLY IN CONE PAVEMENT OR GUTTER, AND TO EXTEND TINOUGH i Py, I THICKNESS OF CONCRETE. •1` N. II I _ N. 2 CONST CATCH BASIN PER DETAIL., GUT WITH ENMCNSEN •W• TO ACCOMNOOATE LARGEST ,,� --+r- 't l PIP" DIA EPELIPIED, �- ---sT-� _ 3. CONCRETE SHALL ATTAIN A MNNUM COMPRESSIVE STRENGTH OF 5..0O PS.1 r h(�' IN 2e DAYS. • L";; i,..Atr I`•E -- 4 EXCEPT ir P�FOR IN ETOP NB, WHICH SHALL BE FORMEDE/R, WALLS MAY BE . AGAINST U101STUR EEp [AIM, iF 'f, 13/4• GTO C. TTP. '- --" S. BACKFILL SHALL et COMPACTED TO GSy DENSITY THROUGHOUT. < 2 I/2_X 3'4• l OVERSIZE CATCH BASINS STEPS APE REQUIRED FOR DEPTH GREATER THAN ' '- A- ___________ SO EDGE FLAT BAR TYP 4 FEET. INSTALL 2 FT. FROM TDP TO WITHIN I FT. OF BOTTOM. •-e• J____--j 311• Ig ill TYPICAL I- "4• SPECIFIED t RYR ENGINEER -. -�• {/'SLOPE OP PAVEMENT , AS �SEf DRAWING NQ LS-304 • .-• -' 21/1• �,- I ., Iiiiiiiir/ ru I BOTH ENDS S!'L5 I� \� I/Z X S/• SECTION �' Q . . . . - ! ALL BARt - 1/ SO EDGE FLAT BAR (Ie EAI SECTION A-A J o BOT BASETOM F ..FOR CURB PLACEMENT SF! DWG a 4 -+l,_ � - O NO CS-304 R DWG No D- 104 . A g' H e•MIN. PLAN i i T- T / -::25-- HIS PIPE DIAMETER DETERMINE', 1 •o •W -SEE TAB'[ LIf L'JW' . 1 1 1 tr MAX SEE DRAWING Na D-100 FOR PLAN B SECTION A-A T T P E ^G W. I.w. �J STANDARD 1'- I%2" - I'- 0• _______c.--__J 'f T P f x W - DIA PI,L� 'OVERSIZE 1'- I/2-1- STANDAR, I'-I "�fV_-12•.._-. 'OVERSIZE �E'-33/ " 15"-2T• 1 REQUIRES 2 CRATES. /6.1--W-16.-I ----- B . SECTION B FOR GRATE TYPE SEF DWG Na 0-103 • STANDARD. AND 'OVERSIZE" ARE WASHINGTON -\'• COUNTY DESIGNATIONS I REQUIRES TWO GRATES SEE • • DRAWING NO 0-102. t"STANDARD"B •OVFRSIZf• ARE WASHINGTON CO DESIGNATIONS nWASHINGTON COUNTY p DEPARTMENT OF LAND USE GRATE iG7 - � 0 'J'4 _AND TRANSPORTATION Aft WASHINGTON COUNTY - �� • DATE CIVILCNCNFLR DRAWN ADWA NO. "7" r WASH. COUNTY Na DEPARTMENT OF LAND USE CATCH BASIN DW601R11 Icn; Stift ' i/.7/4. /ie..yj'Z-,/t-_-. _Ee1. I'D (MOD) D-- 10 3 AND TRANSPORTATION �p,M, „F, 0-104 DATE CIVIL ENOWE[R DRAWN APWA NO. WASH COUNTY NO ST. OPN PERMIT NO. 359-- O I/07,/e4 }°El..,.Q rLs bsft I-8 (MOD.) D- 101 ' 4 OF 4 - f 0 . SII-I�IIr11111Iw. _ _ • .. f ^"""`rrGt•E, '''P"'Wn+'� tP.lw+17•4I"w•!• 1809,.-P+ ' •� a • IIIt11111111I11111111t111111IlII�IiIII�Il11lll1lllrllli1i111�IIIi IIIIIIII�IIIIII��IIIill ilililll111Ir1tI111IIIlI11i1111�111I11111i11111ItIlllllllllllllli1111111111IIllllltllltlt111111 i ....comiimmirms."1"-", NOTE: I F THIS MICROFILMED +- •• I 2 --_.,_•.,� 3 4 5 -_ 6 7 8 9 110 1 I I Q '1- DRAWING IS LESS CLEAR THAN THIS NOTICEi •IT IS DUE TO F THE QUALITY OF THE ORIGINAL DRAW LNG. - - -' l ^ li . Ir OE 6Z 92 LZ 92 SZ VZ Ea 22 IZ Oz 61 6 LI 91 yl bl EI ZI II 01 6 9 L 9 c b E 2 T'''INE`; rG ofilmili111Illilliu11utIIt11111111111 billimIl111iltilllimiontlistilullaillIIIlI111111111111111111111111I1IIII1111hililllulidifillllilliiiihllmil11iilllilllililllldillllliilllllllIllibulli idillllmili lmilIl11IIminilll ertilliili iiiillii 111I1ilillifIIIWIIif MI . . ,.... . MARCH 2,..s 1992 - __ _ . . _. .., ._ _ 1;..7 := M REPORT AGENDA ITEM 2.4 .SEPTEMBER 15, 1988 - 7:00 P.M. TIGARD HEARINGS OFFICER TIGARD CITY HALL TOWN HAI..L 13125 SW HALL BLVD. TIGARD, OREGON 97223 A FACT':; 1 . General Information CASE: Conditional Use 88-10 REQUEST: Conditional Use approval requested for development of a 4,400 square foot religious assembly building and associated site improvements on a 1.26 acre site. COMPREHENSIVE PLAN DESIGNATION: Low Density Residential ZONING DESIGNATION: R-4 .5 (Residential, 4.5 units/acre) APPLICANT: Jehovah's Witnesses OWNER: Charles & Dorothy Coston Kurt Hamberg, Representative 10555 SW 63rd Ave PO Box 2026 Portland, OR 972'9 Lake Oswego, OR 97035 9450 LOCATION: Durham Road (WCTM 2S1 14AB, Tax Lot 700) 2. Background Information No land use applications regarding the site have been reviewed by the City. However, a lot line adjustment was approved for tax lots 12000 and 11800 to the east (Filke M 13-85) which resulted in the City Council approving vacation of a 30 foot wide roadway easement from SW 93rd Avenue to the site (City Ordinance 86-44). The result of this easement vacation is that the subject parcel has access to only Durham Road. Washington County, which then had j:irisdiction of Durham Road, agreed to this parcel having direct access to Durham Road. 3 . Vicinity Information The subject parcel is surrounded by single family residences. The area north of the site is within the Summerfield planned community and is ronec R-•-7 (PD) (Residential, 7 units/acre, Planned Development. overlay) . The area to the south and east is in Kneeland Estates subdivision and is zoned R- 4.5 (Residential, 4.5 units/acre) . The properties to the west are in Copper Creek subdivision and are zoned R 7 (PD) . i ni i Rt POR t CU 88 10 JE_HOVAH'S W]TNf SSSS - PAGE 1 . ,ice has 21( 'eet of frontage on Durham Ru - a two lane, paved ,creel with no ' _orbs or sidewalks in the area of the proposed development. A paved path not attached to the roadway exists on the north side of Durham Road. Widening and other improvements to Durham Road between Hall Boulevard and Pacifi Highway is among the proposed street improvement pr•oiects that will be the subject of a road levy to be voted on by the citizens of Tigard in November 1989. • • 4 . Site lnforma_tion- and Pruposal._Descrintion The site is relatively flat, vacant, and covered with a variety of • grasses, shrubs, and a number of maple, pine, and fir trees. Conditional Use approval is requested to allow construction of a church • on the site. Religious assemblies are a conditional use in the R-4.5 /one. The applicants propose to construct a 4,400 square foot church • building on the 1 .26 acre site. The church would include a 200 seat auditorium, a classroom, a conference room, and a library . The building would have a maximum height of 20 feet. The main entrance to • the building would be on the east side under a covered drive-through. • • • Associated site improvements would include a 52 space parking lot; a sign; site landscaping; and a six-foot tall wooden fence on the east, south, and west sides . Thirty-one existing trees on the site would be • retained. The site plan proposes access to the site throuyr 3L foot wide access driveway with pavement tapering to the Durham Road roadway. 5. Agency and NPU Comments The Engineering Division reviewed the proposal and offered the following comments : 1 . The proposed building will have direct access to Durham Road, a major collector street. A major collector street is defined as having a minimum paved width of 44 feet with curbs, sidewalks, streetlights, and underground utilities. Durham Road is currently a 2-lane paved street with ditches on both sides. The existing vertical profile of Durham Road is relatively flat • adjacent to this site. The ultimate design profile may be lowered when full improvements are made in order to increase safety and drainage and to decrease the noise level onto adjacent properties. Therefore, half street improvements would not be logical at this time but should be delayed until the ultimate profile of Durham Road can be resolved. One access is proposed to Durham Road. 'the %.Access would be 36 feet wide with 28 foot and 30 foot long tapers at Durham Road on both sides of the driveway . A taper on the west side of the driveway will allow vehicles to turn into the site without having to decelerate substantially on Durham Road. The 30 foot taper proposed does not provide an adequate turn radius, requiring more nl I k I'ou I CU 88- 10 JEHOVAH'S WTTNUSSF S PACT 2 • F'_ rr "' • d„celeration Ian is safe. To provide a lafer entrance, the proposed tape. at Durham Road should begin a,. least 50 feet from the west edge of the driveway and taper to meet the proposed taper with a 15 foot minimum radius curve. 2 . Sanitary sewer service to the proposed building is shown from an existing lino along the north side of SW Durham Road. 3 Sturm drainage sewers are proposed to connect to an existing 36 inch culvert: crossing SW Durham Road about 120 feet west of the west property line of the site. However, this culvert appears to be several feet higher than any portion of the site. The site currently drains in the opposite direction to the southeast. 4. Site grading is proposed that would not alter existing elevations. This will result in a depressed area at the southern-most portion of the site. No elevations are shown on the submitted site map. Washington County Fire District #1 commented that fire hydrants must be provided so that no portion of the proposed structure is greater than 250 feet from a fire hydrant. Tigard Water District commented that the proposed use can be served by a 12-inch main located along the south side of Durham Road. The Water District commented that a fire hydrant would need to be installed by the applicant in front of the site. Other technical comments will be forwarded to the applicants. The Building Division and PGE reviewed the proposal and offered no comments or objections. No other comments were received. H. ANALYSIS The Community Development Code conditionally allows religious assemblies (churches) in the R-4.5 zone upon demonstration that certain approval criteria are satisfied. General approval standards include: (1) the site size and dimensions are adequate for the proposed use and will allow adequate buffering from adjacent uses; (2) site characteristics are appropriate for the use; (3) adequate public facilities serve the site; (4) all applicable requirements of the zoning district and the Code aro satisfied; and, (5) the use complies with applicable comprehensive plan policies (CDC Chapter 18. 130.040) . Specific approval criteria for religious assemblies include (1) the site size is at. least 20,000 square feet; and (2) the following setback regulations are satisfied: a. The front yard setback shall be a minimum of 25 feet. b. On corner lot:s and through logs, the setback shall he a minimum of 20 feet plus meeting visual clearance areas (Chapter 18. 102). :JAM It! pOlti CI) 08 -10 JEHOVAH'S W1INESSI: I>Ae;i t .---'rfe side setback shall be a minimum 4mi0 feet. • ____----- d. fes. d. The rear yard setback shall be a minimum or 20 feet. e. Each setback shall be increased 5 feet for every 10 feet of building height over 45 feet. in the present situation, the general and specific conditional use approval standards for a religious assembly (church) are satisfied • because (1) the 1 .26 acre parcel is substantially larger than the 20,000 square foot minimum required parcel size. The parcel provides adequate space for the church, landscaped areas, screening and buffering, and parking; (2) no characteristics of the site impede the use; (3) adequate public facilities presently serve the site or will be extended to the site in the development process; (4) setback requirements and other requirements of the Code are satisfied; (5) plan policies which apply to the use proposed are satisfied as follows: - Policy 2. 1 . 1 is satisfied because the NPO and surrounding property owners were given notice of the hearing and an opportunity to comment on the applicant's proposal . -- Policy 6. 1 . 1 is satisfied because adequate landscaping and fencing will be utilized to screen the church from adjace:1t residential uses . - Policy 7. 1 .2 is satisfied because adequate water and sewer • facilities are available to serve the proposed church. The • applicant will be responsible for providing for appropriate storm drainage facilities to serve the silo, - Policy 2. 1 . 1 is satisfied becuse the anticipated traffic • impacts resulting from the pioposed church would occur at times • other than peak traffic periods on Durham Road . Traffic safety and ,fficieocy on Parham Road is not expected to be adversely • affected if the proposed use is approved. 1 :x -- Policy 8 . 1 . 3 will be satisfied when the conditions of approval related to temporary street improvements are completed, a non-remonstrance agreement for participation in a future local improvement dist.r c.t is executed, and additional right-of-way • is dedicated . Supplementary requirements of the Site Development Review section of the Community Development Crde arf also satisfied. The site plan proposes sufficient numbers and locations of parking 1111 spaces based upon the Code standard of 1 parking space for every 6 fixed seats. Adequate parking lot lighting is proposed. The parking lot and site is proposed to be well landscaped. The landscaping and fence will help buffer adjoining properties from the impacts of the proposed use. One freestanding sign is proposed. Dimensions have not been provided. The sign would need to meet. Code sign sire dimensions in effect of the time t;IAl l RI PORT • CU 88 -10 .1I'IIUVAII''. WITNLSSES .. PAGE 4 4 • 01,►.alning a nit. The proposed sign locat i is outside of the required visual iearance area. Trees and br within the visual clearance area are proposed for removal. Adequate access width and location have been provided. It is strongly recommended that the 4pplicants provide additional parking spaces for the church. The size of the church building and associated classrooms provide the potential for parking demand quickly exceeding the parking area provided. Overflow parking off -sit:e on adjacent streets would be inappropriate. Parking on Durham Road is prohibited . The site plan provides for internal acce:ss drives far in excess of the necessary safe width. This additional paved area would be better utilized for parking. It is recommended that the applicants prepare a revised site plan which provides for additional parking spaces or possibly additional landscape area that could be converted to parking as the need arises. The revised plan may be submitted to the Planning Division for administrative review as a minor modification of a Conditional Use plan. C. FINDINGS AND CONCLUSIONS The relevant criteria in this case are Tigard Comprehensive Plan Policies 2. 1. 1, 6. 1. 1, 7. 1 .2, 8. 1 . 1, and 8. 1 .3, and Community Development Code Chapters 18 .50, 18. 100, 18. 102, 18. 106, 18. 108, 18 . 130, and 18. 164. The Planning staff has determined that the proposal as submitted, or with minor modifications, is consistent with the Comprehensive Plan based upon the findings noted below. a. Policy 2 . 1 . 1 is satisfied because NPO #6 and surrounding property owners were given notice of the hearing and an opportunity to comment on the applicants' proposal . b. Policy 6 . 1 . 1 is satisfied because adequate landscaping and fencing will be utilized to screen the church from adjacent residential uses. c . Policy 7. 1 .2 is satisfied because quate water, storm drainage, and sewer facilities are available to serve the development. d . Policy 8 . 1 . 1 is satisfied because traffic impacts of the \ proposed usc upon Durham Road are expected to occur at times different than the peak traffic times for Durham Road. the Additional traffic generated by the proposed use are therefore not anticipated to greatly impact traffic safety and efficiency on Durham koad. e. Policy 8 . 1 .3 will be satisfied when the conditions of approval relating to temporary street improvements, right-of -way dedication, and execution of a non-remonstrance agreement are completed. WPM CU 88 10 .II HOVAII's WI INI :t515 . PAGE 5 a • • ino Planning s' di, has determined that the pr al as submitted or with minor mod. Anaion, is consistent with r‘ Ant portions of the Community Development Code based upon the following findings: a. Chapter 18 .50 (R-4.5 Zone) is 'satisfied because the proposal meets all applicable requirements of the R-4.5 zone. b. Chapter 18 . 100 (Landscaping and Screening) is satisfied because the proposed landscaping and screening provisions will adequately and attractively buffer the proposed church from adjacent residential uses as required by the Code. c . Chapter. 18. 102 (Visual Clearance Areas) is satisfied because the proposed site plan will provide adequate visual clearance areas for vehicular access from the site onto Durham Road. d . Chapter 18 . 106 (Off-Street Parking) is satisfied because the site plan for the proposed church meets Code requirements for number of parking spaces provided, provision for handicapped accessibility, and general requirements for parking lot design. • I e. Chapter 18 . 108 (Access) is satisfied because the access plan for the proposed use meets Code requirements. f. Chapter 18. 130 (Conditional Use) is satisfied because both the general and specific conditional use criteria for a religious assembly are met as described in the Analysis above. q. Chapter. 18 . 164 (Street and Utility Standards) is satisfied because the required public improvements will be installed as required by the Code. D. RECOMMENDATION The Planning Division recommends approval of Conditional Use, CU 88-10 subject to the following conditions: THE APPLICANT SHALL_ SUBMIT PLANS FOR COMPLYING WIIH THE FOLLOWING CONDITIONS OF APPROVAL. THE PLANS SHALL BE APPROVED BY THE NECESSARY STAFF PRIOR TO ISSUANCE. OF BUILDING PERMITS. STAFF CONTACTS: GREG BERRY, ENGINEERING DIVISION (CONDITIONS 1 -8); BRAD ROAST, BUILDING DIVISION (CONDITION 9) ; AND JERRY OFFER, PLANNING DIVISION (CONDITION 10) . 1 . Additional right-of-way shall be dedicated to the public along the Durham Road frontage to increase the right-of-way to 45 feet from the centerline. The description shall be tied to the existing right--of--way centerline. The dedication document shall be on City forms and approved by the Engineering Division. Dedication forms and instructions are available from the Engineering Division. SIAM RI POR I - CU 88 10 JI HOVAH':. WI I NI SS1.5 - PAGE 6 2, An agreement 11 be executed by the applicar' on forms provided by the City, ,ich waives the property owner . right to oppose or remonstrate against a future Local Improvement District formed to improve Durham Road. 3 . The access from Durham Road shall be provided with a taper of sufficient length for safe entrance. 4 . the applicant shall provide for roof and parking lot rain drainage Lu the public stormwater drainage system or by an on—site system designed to prevent runoff onto the adjacent property. Sufficient elevations shall be shown on the site plan to ensure adequate drainage . 5. the proposed privately operated and maintained sanitary sewer and storm drainage system plan—profile details shall be provided as part of the public improvement plans . • 6. The proposed privately—operated and maintained parking lot plan— profile and cross section details shall be provided as part of the • public improvement plans. 7. Five (5) sets of plan and profile public storm drainage 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 Division for approval . Two (2) sets of plan and profile plans shall be submitted for preliminary review prior to submittal of final plans. 8. Construction of the proposed storm drainage imtrovements shall not commence until after the Engineering Division has approved public improvement plans . The section will require a 100 percent performance assurance or letter of commitment, an developer- engineer agreement, and the payment of a permit . Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concer•rently with the issuance of approved public improvement plans . 9. 1he applicant shall provide connection of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system. 10. A tree removal permit will be required for removal of trees as shown on the submitted landscaping plan. A detailed tree protection plan shall be submitted which provides methods of protecting trees to be retained during construction of the church and other site improvements. STAFF REPORT CO 88--10 JEHOVAH'!: WITNESSES -- PAGE 7 PRIOR TO THE ISS 10E OF AN OCCUPANCY PERMIT, TWIOLLOWING CONDITIONS SHALL BE MET T. IHE SATISFACTION OF THE PLA,. .NG DIVISION (STAFF CONTACT: JERRY OFFER) . 11 . All landscaping materials and otKer proposed site improvements •:hall be installed as per the landscaa,ing and site plans. 12 . A sign peermit shall be obtained prior to the erection of the proposed sign. Sign location and size must be in accordance with the provisions of Section 18 . 114 of the Community Development Code. THE APPROVAL SHALL BE VALID IF EXERCISED WITHIN ONE YEAR OF THE FINAL APPROVAL DATE . t // JO tj'51----- PREPAR BY-7 rry er APPROVE. D' : Keith Liden ssist 't Planner Senior Planner (ht/6923D) i nF I RL ►AOR? CU 811 10 JEHOVAH'S WITNESSES - PAGE 8 itio cr. tV see ;3 in 'Y • e+ o Z' n h o �. ae ft/i , \ . w/ in n n n q• 6),47 h, C OT / *,-, /I")) ----...... 12 (77) $ `� AMR 2'(W '77 I .. 15965 € I X19s ' 7 it - Da ! *15790 '�'o a P A E •15975 (77) (77) / +►` / _ $ ,10 (77) - ;n . a / 43'1 115975 € 237 3 - — 505 0. v P n-. 0 cr) a is o, R 09 (77) 474<W) 506 -7-1 1 a�� P h' i .4- cNr , 15985 zi 450' t S7p0 - 7‘41 vi q v v Z v t p 5. . v 508(77) cc 06 296' 507 Q Q t E *15995 (W) (W) �a *15990 so / o co o a (77) n 17 1 p S.W. n DURHAM 10-3/4-0.0.(W) EEDER MAIN '56 RD. A-46-191- ---- 3 A-46-20 A--47-19 rn A-47-20 _ 0+00 0+01 t - -- C -- D w E 325' v c -,. ..(' *16060 �� INSTALL 3/4' CLASS 'D' 0 (87) cr 117 ' SERVICE REG. PER ree,6°2q r \ 450' 3)�, 16 DWG *1-47-20-S1 -- .. >r.- 'cii a f G (85) " \24e, �^ V i r' I v (85) *16012 2' S.W. I L5 C86) 93RD • JUN 1 9 L 3 t 115— NOTE: USE PRETESTED 3/4YWJ PIPE "Fr . AVE CITY 1 .�r1 ^ cr. .16080 BETWEEN MAIN d SERV. REG. — ?�Oj's6 • of TIGAfc,; 123' USE CLASS " 0" MAIN CONNECTION - --- Pe R Dwc, C.-03-02-A F-81 IC(2.5M 11632.688) 6 NORTHWEST NATURAL GAS COMPANY ENGINEERING DEPARTMENT • - D 2 u W 2 0 it:ii g m O 6 IL p _w \� E ¢ _.....__.__ u 1 U a u O I i UNDERGROUND PHONE fPREESSSSURE RATING 8 X-RAY ---_ ------ -- ENGR._711 .1. ______ �':�'�_ _ DATE _‘.."--..2..._.2) W WAtER 246-6699 TEST PRESSURE PSIO Q SEWER 639-4171fTEST DURATION POWER 246-6699 WELDS 8%RAYED 0 K PHONE DESIGN PRESSURE PSIG PSIO Y OTHER 644-3188 M.A.O P. 0 NORMAL OPER.PRESS. PSIO INSTRUCTIONS REPORT E7 _-_ _ .2 C INSTALL MAIN la i INSTALL VAIN _J ` __ rOQwQ ABANDON MAIN ABANDON MAIN w e TYPE COATINGS TYPE COATINGS: PIPE' PIPE: N JOINTS JOINTS' -__ .__.__ FITTINGS: 2'(W)'76 FITTINGS N INSTALLED ANODES IrINSTALL ANODES INSTALLED SERVICE I...--I INSTALL SERv.�REO PER DWG DATE COMPLETED1-47-20-S1 CREW LEADER 1p v, •m S v ¢ SCALE. 1 112 - 100 ft TAX CODE W-23-74 AVAIL.NO 6-3-93 P ^a MAIN MEASURED R.__P_ DATE Q5I/2�1J� ORDER? ,`��387:F�IN�D �_ DATF / /LJ 1 C QIfCKFif V DAT! ( JJJ)to SERVICE APPROVED ,.�� ATE 6- • D WORK: 4-3108 • \ APPROVED •r DATEii. O 6-3108 \ ADDRESS 9450 SW DURBAN RD JOB 860 1 BETWEEN 9W ALDERBROOK AVE COUNTY. . CITY TIOARD PLATTE___ __-•PLOTTED _ PLAT NO - 1_ DATF _ SIGN TOWNSHIP WALLMAP DATE SWN g4A-46-20 8111 2S IV N-21-30 ? A-47-20 1114 211 IN W-21-30 __ 4) ;' ' MIN. %" AC IN 2 LITS r STREET AREAS I OUT OF STREET AREAS 5Aw cur - EXISTING - I `` SECTION - ,- RESURFACING / / //fir/// 2'OF 3/4"-a" ...ail . '- , / 'in te,;( 4.1 ,4. , : , I °. •,, / , ('% ' °• ' • / yt GLASS A N • BACKFILL , //' II • / S. /`- / / qt4i, . , • . , CLASS B , V • 3/4=0 GRANULAR • • . • , BACKFILL0 • / O / Nst.4\ Q �- o- .o`* • e o • o n • .e /* k1 LU I Z ■ Po • i • • G V J CO IV �•e C O • c o Q Q. • • 4., p VC 0 o D ° • . // 0r • o ¢ o N� 4.1 a •• ° ' • '■ � o m t \°' • � . e • o ' • • ♦ • PIPE BASE BACKFILL IN STREET AREAS ti -- L IF S/W IS AGAINST CURD, FILL R0,-.., TO . BACK OF VW 2.IF S/W IS NOT AGAINST CURB, FILL RCCK 2'BACK FROM CURB PIPE BEDDING AND A CITYOF TIMM/ BACKFILL DETAILS �RE.T�t� OESI(`J by 'APPROVED PAY UIZALN EKY '°CAL.F D/.TE OIZALJ I NG No ---- NTS 8/ 7 S-2 J } . .• 7.7-1,1AA ,:., 01 H B4- NOTES : PLAN I. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS.I. IN 20 DAYS. 2. FOR FRAME DETAIL, SEE DWG. NO. D-107. • 3. FOR CRATE DETAIL , SEE OWG. NO. 0-108 _17�I/ 1-, \ _I I i �Iil _ _j... _ DITCH _ BOTTOM - r; N. ,-t= ?.7' er m "MAX. i MAX \I i0 —A 6"1,--- - A et-- 1.--- 2'-0" — 2'-3% N. 3'-O. --1 l-- 3'- 334' SECTION A A ELEVATION B-B WASHINGTON COUNTY DEPARTMENT OF LAND USE AREA DRAIN , TYPE It r AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO. 0/07/5G goo*** / 4E4 b :5 4 ( MOD. ) D- 105 - - I 2�-3 II A —t— A 2 1/2" X 1/2" S0. EDGE FLAT BAlt m N TYP 3 X 2 1/2" X 1/4"L 3/Is'v I IV PLAN II In / vit 1/2"X 3" BOLT SECTION A —A ^WASHINGTON COUNTY FRAME ANDY FRAME -. F•U.DAD USE AREA DRAIN TYPE II DATE 1'/ILEWIEER DRAWN / APWA NO. %/7184 WASH. COUNTY NQ a� bE45 5 - A D— 107 • • 2.- 3" I A A .M 2 I/2"X I/4" S0. EDGE FLAT BAR �P GP GRATE BAR (SEA.) � ( 3/16"› TVP. 2 I/2"X 3/13" �( 3 �-- SO. EDGE FLAT BAR C.7!C. PLAN I [II II 111 ._ 1 1 SECTION A - A WASHINGTON COUNTY GRATE w DEPARTMENT OF LAND USE MEV AND TRANSPORTATION AREA DRAIN , TYPE II DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO. .w AEA b 0s 5 .. B D -- I08 1 FOR CURB PLACEMENT SEE DWG t NO. CS-304 AND NO. D-104 N d 2'-3 3/B" EXISTING PIPE MIN t GA MIN. A USE OVERSIZE FRAME AND GRATE ` EXIST. GRATE \ , ' . LOCATION INSTALL 3/B"a 4" DOWELLS AT G"O.C. B ♦ B tom'► REMOVE A L CORNER ll I N Z _ O or EXISTING FRAME AND GRATE A I SEE DETAILS D-107 & D-IOB SECTION A — A EXISTING DITCH INLET RAISED TO MAKS • PLAN VIEW OVERSIZE CATCH BASI!`i • _DITCH _ II BOTTOM----- i 1// \\` I` � / I • I \ \ i�j I \ \ // FRONT EXISTING ELEVATION B — B EXISTING ELEVATION A — A CONCRETE TO BE 3000 P.S.I. - 23 DAYS-6 SACK MIX ,WASHINGTON COUNTY IVDDEPARTMENT OF LAND USE RAISED AREA DRAIN AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNT! NO. • (JI7/ll .� i AEA b•85 NONE 0 — 106