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9000 SW DURHAM ROAD it II II it II II � II II II to I I II cc II � II � II � II � II II II fl ! I II II ot�i��s��u�c�cK WITH I THIS CONTRACT I I II II 42 4.134'vI 1 �. 1 *35 '33-& 'E RESET UTILTIY PLATES R812'-O' TYP / J FOLLOW SLOPE Of EXISTING �G1,IR8 EXISTING SIDEWALK �— fCBSNGK � CONNECT USING EXPANSION USING W-01' WIDE BY 4� THICK SW 85th AVE JOINT MATERIAL JOINT MATERIAL CONCRETE SIDEWALK LINE OF EXISTING GUR�3 PARTIAL -SITE PLAN RESET TRA�IG SIGN i'Tl'P1 CDS 1. 2401-05 NOTE: CONTRACTOR TO FIELD 8992GD2�1 VERIFY ALL DIMENSIONS TIGARD HIGH SCHOOL PIT GRADES AND OF NORTH - SW 85 SIDEWALK CD1 UTILITIES AND POLES. . clI '�S E LI G ;'LEE/R UE D A BLEND GRADE TO WALKWAY. �� -2 1 w n v tt IT s o T • a ! ANNt s a • 11/21/91 CONCRETE WORK SMALL BE ACCORDING TO SPECIFICATIONS I ,;�F N PERMIT N�'� . �:j u -- _, 1 _w. kIF"- TH-VS D04FVT IS LESS III II ! �iII III III III ; II' � I III ref LEGIBILE 1 11 1 111 + 1 1 1 11 1 1 1 1 1 1 III I 1 1 I I + III I APRIL,N T� IS NOTATION , I18 10 1 � 99%3 TH11111111 ' T �1TT Imo, IS DUE r© THE QUALITY OF 1 26 ._ No ' Acwe�....• HE ORIGINAL DOCUMENT . __ £ 6Z 8Z LZ Z Z ��; EZ Z TZ Or, 6T 81T LT 8I 5T IdT ET ZT ii t 6 �� L 6 ILII �I 111 �i11U11lIJlIIII11 ! if I ( I 1 ( I i I . Il IIIIill. ICU III11��1. l: III 11� II Illi Hill 11111,6 II1111I114;I IIII II1111111111 ) ! 'Till IIIIIlU 1111111IIII III( 1. 1IIIIIIIIIIIIIII IIIIIIIII Ilillllll lllllllll i l Ilillll) IIII�1111 IIIIIIIII IIIII II , s � V 3y y ^I D DURH,4 M _ ti Q �v Z It 3 ' QPM _---- V/C/N/TY M,410 /90 1,t'/S'IN!,` GROUND 4i 14i 178 178 V 176 176 a I-A 171 N W It �1 ti\ p 4S0 Jp L F /0 I7Z RA-c 170 — rr1sTG /2""OBIT TO !`9ANf/OLE' 168 h � /66 � � w II SEE ARC1117ECr.S' PLAN CONSTRUCT MH. No. 1 /S. IN- 168- 56 f5 ' CONSTiQUCT I E'X/Sl'6 GRADEI NEdY P419/VNG LOT MH No. 2 1,C. /N r6 J = /77,241 \ fri^,j = 18i. �MATCfi/ EX/ST6 GRADE) ` /B L.F. /O" 9 -.30-14 Al-C P/PE i ' 450.00 Z-F/O 0-3034 P• Y C. RIPE , SOR35 s —0, _ h � Ll G EN' ERAL NOTE S C -f- /. All/ cotes `ivcfion Slh&,:' Con/orrr� /o :jhe �u/es and re v.afior�s a>`' �-RE�'i0!/E EX/.ST/NG ATCH/BAS/AV ANO CO1VST?l/CT NEW fhe Un;fiFd Sewera9 Ayency�l/S.r9] aid fhe C'i of Ti9ard�_ O.T. OVERS/zE CATC/►'BAS/iV GY/s�4"S//�JP f'E:P UrV/F/ED 2. E/evalio�s are on Ci,{y o>" Tigard dafvrn. Bench SENERACE AGENG Y . ,r,41VDARO Z71e4W11V4:PS ANG Lid, Mom. box secfion /4, 7"2S. .4'/h!, jV A! .. Loeafeo'all/he sl4we/F/CAT/UNS. S.H! B3'lh Oke to s.W Ovr/�a�' Rd, - E/evaf/on w 179. 74f ex1s/1,j9 1111/1.,Iles draiirs are sadyeel Aa pcfva/ ,0ie%' /oe'a�e W,h,, 'h is /he o/the Cb�llwe b.!• E,rCava�ar rnvsf co.,�p/y w%fh D•R S. 7S7. S4/ to 7-f7571. 4. Sewer 0/;0,- sha./f e D-30.34, SD.Q3.S 6e 1!1o'�%meq dac ff1%/sA�a1/ Con/brm wi>h Lifj/ of TiQa�d 5'Tl� ow9 .Ho. ,S'-2 lArYached� S. Manho/es shg/,i he S>aedarc' Usk F/a>Top/'7arho%. 6. ea/ch 9asi%7 sh?//he S�'ar�dard li S.A. Oversi�u� Cdfch 6asii�uii�fi 7. A// exls//�y cvrd, sio'ewg/k, sl,--eel, e% shall be ree gl ed fe eoval o/- 6e11er Phan exis%`ii�9 condifio�. a. T/�e Co�lraclor is resoonsil�/e for firtai si>c e%a�vo and rl 6 ARA9 A" S. S 770R AORAI IN gonropriate debris disoosa/. RS CAEENI_EAF ('E{ASF,. X)NF;ti & Atiti( )(-ixrE-i IN(' (1 E 85 1915) .- MARShALL BROTHERS ISM S W TWELVTFH AVENUE POWLANO OREGON 972(Ut (1915-1957) J2 PORTLAND 1503; 778 9844 BOOTH A WRIGHT GRE SHAM (503) 669 1234 (1957 19771 /1•[ �'1�r SI TON, JOHNSON 8 ODELL F'NUJECT NO SECTION DAIL (1977 1983) 8228 CHASE, JONES & �. ASSOCIATES. INC. DRAWN BY CHECK �:! .ED BY S ,LE �'ee3 ► R.A.F. f: ✓ONES ♦ a `I 1' TH-14ti DC)CW-FENT IS LF�SS I I �1 I l Jill I I I I I I I I APRIL 26 993 LEGIBLE ThiN THIS NOTATION, 12 IT IS DILE TO THE QUALITY No.36 ` T11E ORIGINAL DOCUMENT. Z BZ Z Z Z �Z £Z Z TZ o�Z�8T 8�T Lt 9�t I I�IIIII��I►ILI�I� �� 3II�II��Fulm, L IIIV411111111111111111 F,,illo24 )( '6�I�II�III E��111��1 Z��ill�ll� TIIaII,yIuNeI V PILE N0. 450-91 DURHAM ROAD - 9000 STR OPN PERMIT I I Ij i I I I I i .DEFINE:entrct=case->eng definitijn incorrect. ENGINEERING PERMIT PERMIT #. . . . . . . : ENG91-0072 DATE ISSUED: 12./10/91 By: PPIM. PERMIT #. : CUP91-0007 SITE ADDRESS. . . : 9000 SW DURHAM RD PARCEL: 2S114A0-00100 SUBDIVISION. . . . : ZONING: R-4 .5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . ------------------------------------------------------------------------------- PERMIT TYPE. . : SOP IMPROVEMENTS QUANT RATE VALUE AGREEMENT DATE: / / GRAD/EROS ASSURANCE EXPIRATION--- STREET PERFORMANCE: / / SAN SEW MAINTENANCE: / / STM SEW UTILITIES ALL OTHER TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ Remarks: STREET OPENING, TO INSTALL A CONCRET'_ SIDEWALK (& A STORM DRAIN LINE C:ONNEC'TION) ALONG S.W. 85TH AVENUE AND TO INS'.:ALL A SANITARY SEWER LATERAL AND A STORM DRAIN LATERAL CROSSING S.W. DURHAM ROAD. ZONE: R-4 .5 (Residential, 4 .5 units per acre) LOCATION: 9000 SW Durham Road (WCT14 2S1 1.4A0, tax lot 100) Permittee: ---------------- FEES -------------- TIPLETT WELLMAN CONTRACTORS type amount by date recpt P.O.BOX 672. OPEN $ 366.00 JSH 1.2/10/91 220513 WOODBURN OR 97071 Phone #: (503) 982-4188 Engineer: V $ 366.00 TOTAL Phone # : ------- REQUIRED INSPECTIONS ----- -- Permittee/Agent Signature: ---STORM SEWER-- -----STREET----- _ M.H. & C.B. CRB LINE & GRADE PIPE LN & GRD SUBGRADE BCKFLL & CMPCT BASE ROCK Alk & TV TEST LEVEL COURSE City of Tigard, Oregon WEARING COURSE -' ^c o p; pall Rlvd. ---SAN. SEWER--- TRAFF & PED CONT P.O. Box 23397 M.H. & C.O. MONUMENTATION Tigard, Oregon 97223 PIPE LN & GRD STREETLIGHTING Phone # : 639-4171 BCKFLL & CMPCT WALK/APRON/RAMP AIR & TV TEST FOR INSPECTION, CONTACT: ----GRADING----- Carl Viewed #639-4171 (office) --REPR' S/ADJ,S-- CONTOURS #780-2.647 (mobile) DRAINAGE ----PATHWAYS---- EROSION CNTL. IF COPY TO: APPLICATION - STREET IMPRO ENT/EXCAVATION ® (WHITE.-FILE ORDINA NO. 74-14 ® (PINK) THEEINSP. (PINK)-OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET) j (BLUE_)-APPLICANT APPLICATION NO.: 5o+— APPROVED x366.0 NOT APPROVED CITY ()I I1(,ARU, OREGON FEC AMT.: f Z_ZC513 CHN HALL RECEIP ------- -- PENDING FEE. PMT. BY _-- D ATE-12-- LL-0--L-21 PENDING SECURITY PUfLICWORKS DEPA({TMENT _ _ _ _ _ _ - - - - - - PENDING AGENCY ''OK" [-j \ppluaUl,n and Progcss Record MAINTENANCE BOND M — PENDING INFORMATION FOR STREET IMPFl OVEMENT/EXCAVATION ASRF.UUIHED ANNUAL EXPIRATION DATE _—.-1----_ PENDING VARIANCE L� I- 9 JA'�E ISSUED: __ (_�-_ L�'._1.`_aJ.-- BY PERMIT N O : '� ' _1------ - — — Concrete idewal d Witary 1 ) APPLICA-PION IS HEREBY MADE TO EXCAVATE FOR AND INSTAL(_ . a an and storm st�wer facilities AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITHCITY# 598-8410 REQUIREMENTS. APPLICANT __Tip — CITY •+9Z N1�'TI i lett _We ^PcRE _�Z __. 4 �ri3�_�lt- 9�u_- (office)# - _ --- Oame CONTRACI-OR--._-----N-5kM� �- —:�aowess — --_-- CITY S.L.R. # 224°��91 - — PLANS BY SelW4ee/Rueda Architects & Cnase, Jon es & Assoc. Inc_ ��C.J.- # -�_��E---- ADDRESS ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 91150.00DOLLARS j. icK USE: cMIN. (7) EXCAVATION DATA: r 0.04 X s_g'11QM - f 365.00 -- — DESCRIPTION PROGRESS & IN15PECTION STATUS_ STREET — _ ITEM DATE NAME SURFA E CUT CUT CUT MATERIAL INSTALLED REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM Et QUANTITY g11�EET S orm & dewal ., see ttached _— PEN1) ---- — a5th Ave. __�_ INSPEc- Durham Rd. s orm & ''' nitar , see ttached) rtoN - - u c� u — __ .� �----- ---'- S ---- ESTIMATED STREET OPENING DATE — T ESTIMATED STREET CLOSING DATE: D — ^�'�—_��`. - STREET (3) SECURITY NO.'!1tP=e- 4et-:81A SECURITY/�AMT.: t 9L150-09. ULQSED , �h4s l � FINAL �SURETY CO.: — _ CERnrIEDCHINCK n CASH u BOND INSPEC. --- -- -- _- — SPECIAL PROVISIONS / CONDITIONS (4) PLOT PLAN I"IDICATE SITE PERTINENT PHYSICAL 1, All work shall conform to City FEATURES; EXCAVATION LOCATION AND EXTENT. _ -- standard- & Specifications. � X4XSITE: 9000 S.W. Durham Rd. ns cEor-Car ieweg WORK AREAS I 1 7:-No i y 1 y pe n 1 C ILI I111 i 1 I be submitted to the Cit�h for revie4 '/ m spar in" w-ck CURB - S. W. DURHAM -- rovided for -�---- - - -— —E e con Tac or, oo 'iEY's 1 - 4. A hard surface Patch is required at �e Pn o each day fxonchs-.— — I 75'!.541-.571 (Utilities I N pLe7ocati0n is pp Ci (5( _ NOTE THE CITY OF TIGARD DOES NQT, HEREBY, GRANT PER MISSIO O APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY _''IRIgDICTION IS THAT OF WASHINGTON�RITIES, THE STATE OF OREGON THE APPLICANT AGREES TO DEPOSIT' THF. REQL'IRF_DTO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO COeUCT OF THE WORN., AND TO SAFE HARMLESS THE CITY AND EMPI.OYEES AGAINST ANY INJURY OR DAMAGE WH MAY RESULT FROM APPLICANT!i ACTIONS 6. Poles, signs, meters, etc. shall be relocated, at applicant's expense, out oi: sidewalk areas. �//� ,• 7. One As-built mylDAT�ha11 bI! provi d to Ci y by APPLICANTS SIGNATURE: Et1 1sne�elr. February 4, 1993 CITY OF TIGARD OREGON Mr . Dave Seaton Tiplett Wellman Contractors P .O. Box 672 Woodburn, OR 97071 RE : Street Opening Permit # 459-91 Performance Bond Dear Dave : In the matter of the aforesaid permit Performance Bond (#SCR1119213475) , in the sum of $9, 150 . 00 dollars, between Tiplett Wellman Contractors and The American Insurance Company and the City of Tigard, Oregon; this is to serve as written acknowledgement that all required work in 85th Avenue and n Durham Road is i satisfactorily p , therefore, h as no further ntrestiaid Performance Bond and, declares that this assurance obligation is void . If you have any questions regarding this matter, please contact. John Hagman at 639-4171 . Sincerely, Randall R. Wooley City Engineer dj/J11criplecc.It.r c : Pamela S . Allen Fireman' s Fund Ins . Co . Portland, Surety Center 101 S .W. Main Suite 710 P .O . Box 3825 Portland, OR 97208 13125 SW Hall Blvd„ Tigard, OR 97223 (5031639-4171 TDD (503) 684-2772 — -� 2- lb: ,Jo4�t,1 tl FM; C Ertl T. �E `3fREl'cT OFf=NING FkRMIT TICTAXt) I +'Avf-- FlEw C+a r-r-ea TTS rFodvicr PSD Ac_.t_ WoR-K- A�PPE4g-S C.t,Y%A(A-je �;CL�P7Al� E - "r►!E Cwt riew ABWr GoµNecttotJ ltAs L��.1 REsewE3= ��. ArT�►[�lc�� . 4o ?uE ASE Cat1 rAr--t t�AOE p;r Ttzl P�.E�'`r v�l>CL�N,+al.► , 4-q-2-- 194-1 (F 4r)L) N9,F--p ADDITIONAL- (ORDWAA-716 .1 oiZ 10 *F4 MortIES FE. PEAVI -To M IL"OLo NaT f�►tJD NAIAT HI N C-, OW SNI S SSP IN CAP-CS FILL-S. f Ul FAX COVER SHEET 'Triplett DATE: .Z - I - 9 1- 11man Toe CITY of T,VAk ATTR. L-L-TH 0� T Ha M A S PAX NUMBERS 444 - 7Zc[-1 PROJECT NAKEs TI GAkO F11l�j1 SLtWo�.. DESCRIPTION: I,US/!_c Tl oma! GERT I C4 Tc 5 COPIES: WERE BENT VIA, [ j POSThl, SERVICE, ( ] UPS, ( ] OVERNIGHT HILL BE SENT ( ] UPON REQUEST TOTAL NUMBER OP PAGES, INCLUDING THIS FAX COVER SHEET ARE: IF YOU DID NOT RECEIVE ALL PAGES, PLEASE CALL: (503) PLEASE HARE NOTE OF OUR PAX NUMBER: (503)9*3-ga". PO Box 672 Woodburn,Oregon 97071 5U3/982-4188 FAX: 503/982-0390 AIR TEST DA f,% SIIteT owner (Name o1 rlly, elltrlrt, etr'.1_� Test f+o._ Identification of Aloe Installation (Jao name, I(icalloti, contr]cl num Der. etr.)_-2�,��-�,.L`moi Flelst Tett Da a' lTo be tlliea In by ('+• InspeClot) ' Cltlle Maxlnlurtt Pressurr: OloC:X12— -psly r ItllntlllCatlun of Plpe M&H►I&I Initallatl Pvc ^^ PIPs Under Test � SPecII11.a116n `-w��_ � �—•---••--� `� 1`Ime rlela'Tell Operatloni Oat& Upstream Downstream pia. is rgtll pf-sure Time Allawea start -T$t0 gofer to D [Tait Tit sed Dass MM ►ta 0 MN its r D t. UNI 8.6 Ra istiC ITo terst�D I Ze pressure �tiurs P/assure (fnlnTec) Fall (In.) Irl,) (minli.c) (osis) (min) (0110) (Dill) (Por F) �i �Oec tar'1 Nam! $no Tlticl-__. Sign&line nt Inioectori / T II a secticn falls, Ina following Items snoula is c(ampletnrl: - -- Ice-,tlry soctlon(r) that tanto,, ` look (wa1) (wa1 not) IOC&te0. MetnOA WSOC'� _ --- _—_•— _T Oe-wiptlon of leakage found;� ----__ , �crlotlan of corrective attlon laklrU ■ur tat fes„Ils allot tnnrlr rater (r, tall `- ,.,.,,�i•� __ Intueelar Thb Jule sheet rrny be usnt In Conjunetion with Recommended Pracrtar UNI.B b,T110 Uni-Dtp PVC PIP#A ucielatinn IS inttcested In vie luatin: the. tearing orsewet pipe irutstllotioru will 1ou.p(�s�e elf. The pI• yosrof this"Air Test tyll th0eth Is to rtes in obtaining information (torn field testing of sewer pipes as well u to ssb.l the eomtnuftlty in evalulting 01e iewe�l arceptabl)lty, frac of charRr Upon request to Uni-Atli, "quests [het one copy be sent to;full sited (RiA 'I cople's of the above "Air'rest Datu Slicer',are araJable The Uni-Dell PVA Pip! Asinc)ation lu fiats 0121 one r.)py of m (lits coplr.ted sheol be retained for your riles surd Uni Dell PVC Pepe AssuCla(Inn 2653 Villa Creek Drive,Suite 155 Doll,s,Toxw 75214 FEB 01 p (171 $93 iS 157 WOODBl m BHC.M t� 5F�R`� T- INC. "M -� C�iT a4 Tigard ftmu ft a-paVW--t I �3us w• Wal u•a- cobra, am im M23 i =a•pectian Lire (lw-O-Pbwlj 63!«U71 lulimik IltwlLnyT plbq. Under/lab M ch. 1bugh-i.i appr/Baulk i teyn�. Plea. Top out *am Uti tT1I1�L+ IPoet/beau struct. tan. aawt Pr«mL"g ei Pose/bias KaoD. gain Drain Insulation - Albs- pA"rrloor Mater zLw oyy, bd. Data f1"a.c.d._ _�._ ...„Times Permit "4441--1 = ibuilder----1-+'=-�..L.__:,,1 Tac FOUAWAPQ CMMCIIOt{8 ruts 1tRQ0IlIRD� r � ,sees ,—..�-r..— •..�. —--— --— __._� � b � DI611tPAOVbD _ -_ hrPXWMD 6DLYxC-r To ►nr 1100vi _Call waluep Fireman's Fund Fireman's Fund Insurance Company L 1 LT V , January 7, 1993 ,ISN 1 1 1992 CITY OF TIGr,RD Mr. John S. Hagman Engineering Technician CITY OF TIGARD 13125 S.W. Hall Blvd. Tigard, OR 97223 RE: TRIPLETT WELLMAN CONTRACTORS BOND # SCR 111 1921 3475 STREET OPENING PERMIT PERFORMANCE BOND DURHAM ROAD AND 85TH AV NUE Dear Mr. Hagman; Thank you for your letter dated October 14 , 1592 indicating this assurance bond has not yet been released by the City of Tigard. In order to update our file, would you please provide the curZ�t status of thi.�__�o�..site. and weer all�y�ro"rFc-anpection has been __._sif._..Tid__�o approve __ - per-f9xM0d___in order for the _ C�,xy accept.J encs..,. Your assistance in completin our file is appreciated. A se.lf- addressed, postage paid env op is provided for your convenience in responding. Should you ave any questiors or concerns, please feel free to contact this o fice directly at 77R-2324 . Thanks again. 14- TS ` rr Si7 ly, _ ,.��P�,,,e.'a �o Pamela S. Allen te' �`a�G �� \4- U/W Support Specialist Portland SuretyCenter azC, cL4 FIREMAN'S FUND INS. CO. THE AMERICAN INS. CO. /psha X v 1 Portland Surety Center, 101 S.W.Main,Suite 710,Portland,OR 97204 P.O.Box 3826,Portland,OR 97209 503 226 3761 IF I CITY OF TIGA�RD October 14, 1992 OREGON Firemans Fund Ins . Co . P .O. Box 3825 Portland, OR 97208 RE: Street Opening Permit Performance Bond # SCR 111 1921 3475 Gentlemen: , you that we do not consent to cancellation/ This is to inform y 1 te.:mination of. the -aforesaid aasu alicp .-bo i rTi�e principal, Triplett Wellman Contractors has not fulfilled requirements of the permit, namely, the work is not inspected and as not been approved nor accepted by the City . Sincerely, John S . Hagman Engineering Technician UG' d j/J)1:F lremene.1t r c : Triplett Wellman Contract.orq Ciry Attorney REGU OCT 161992 nTf n ct l- 13125 SW Nell Bivd., Tlgard, OR 97223 (.503) 639-4171 TDD (503) 684-2772 CITY OF TIGARD October 14, 1992 OREGON Firemans Fund Ins . Co. P .O. Box 3825 Portland, OR 97208 RE : Street Opening Permit PE!rformance Bond # SCR 111 1921 3475 Gentlemen: This is to inform you that we do not consent to cancellation/ termination of the aforesaid assurance bond. The principal, Triplett Wellman Contractors has not fulfilled all requirements of the permit, namely, the work is riot inspected and has riot been approved nor accepted by the City . Sincerely, John S . Hagman Engineering Technician dj/JH:Firemans.1tr c : Triplett Wellman Contractors City Attorney 13125 SW Hall Blvd,, Tigard, OR 97223 (503) 630-4171 TDD (50316811-2772 ---- - I r ► NOTICE OF ,CANC Nl r� ,...:OR' TERMINA ( � � D FIREMAN'S FUND `, CERTIFIED - RETURN-RECEIPT+`REQUESTFD OCT 1 3 -1992 INSURANCE COMPANIES +� NO P 431 159 .261 CITY OF TIGARD CITY OF TIGARD • ENGINEER 13125 S.W. Hall Blvd. DATE: October 7, 1992 Tigard, OR 97223 �11 1A t t 1 J '<�.f,►t ' 6tV `e t 1 i { { � � '"r `THE AMERICAN INSUQ NA CE COMP N� Sure y upon�"a'cerrt � �1PFPfBMI r PFRFf1BMANr.F RnND ,+' ?y�y .•,�✓e �>N»M�rd, r4r-kBond No. S' R1 11 192 47 dated n out FY} xyt�7 199_L in your favor, in the amount c NINE THOUSAND Q�I�.I UNQREI? J 110__nnilars (SALL1M.0.0--), covering— TRIPLETT WELLMAN_CONT_RACIORS ' r•1 ' ., .. y, 4 . .t. f A y ,6 ,f �.(f��+ .•• Sys+G{i<�1111i�ii hi�ehy notifies you that it has elected to cancel/ternunate said bonderJ`6,r t5 `en 'r Per attached lettgr w h ve been iofonned the wow ats6i ith this bond h a i to i1X C,61nWpted km — �g1�t{,'S,Z. ., '[� t.,f 1 [ r�iN". ,' .r h 4�y,ry.- �3�.�.,ialr111f�'„'+.gT.., �.• .{x,�, ,�,nH{'j'•y,rc. t _(f., ',v - . cencellatio termination to become effective._lmmediatelv�. or_ thir�y�.11yLfiQ r pt of th is nnt-ira is notice is given to you in accordaA L, ith the cancellation/termination provision in said bond contained. 01 c b THE AMERICAN INSURANCE COMPANY pr! Or �J SURETY -6 Pamela S. Allen ATTORNEY IN FACT REPLY TO: FIREMAN'S FUND INSURANCE COMPANIES P.O. ox 3825, ADnAESS Portland, OR 97208 CITY STATE ZIP 380034---8.71 {REV I NOTICE OF CANCI J OR TERMINFMEMAN'S FUND A D' CERTIFIED - RETURN RECEIPT REQUESTED INSURANCE COMPANIES CA 1 192 N0. P 431 159 261 O C'ITY Or ��UARD CITY OF TIGARD - ENGINEER 13125 S.W. Hall Blvd. DATE: October 7, 1992 Tigard, OR 97223 THE AMERICAN INStRa CE COMPANY---- Surety upon a certain . .STREET OPENING PERMIT PEREORMANCE_BOAD Bond No.-S-0-1-11-1.941-3415 _.. —dated on or about November 9th_ _ -_ - 1991_ in your favor, in the amount of NINE THOUSAND ON-AiUNDRED _FIE_D..&._NO/10CLDollars covering TRIPLETT WELLMAN. CONTRACTORS hereby notifies you that it has elected to cancel/terminate said bond—j-0--its entirety, Per attached letter, we haye___be�2-InforMad the w0rk._a5S9ciated with this bond has been_aati_afactorj_1S� cancellation/termination to become effective.1mmad-iatel.3t.,-_Sr—thj-tUA-ay.S_-from__recpj.pt--Qf_thjs nntirp_ This notice is given to you in accordance with the cancellation/termination provision in said bona contained. TH-E AMERICAN INSURANCE COMPANY__ SURETY i Pamela S. Allen ATTORNEY IN FACT REPLY TO. FIREMAN'S FUND INSURANCE COMPANIES -- -P.O.�,_JBIQA_3825 ADDRESS Portlo �,.', OR 97208 --r - - CITY STATE 'LIP 360034 8.71 (REV.) OBLIGEE'S COPY E% TR I PLET T W EL_ L_ MAW P kb 1 —� Post-It'brand fax tray tal memo 7671 ra of P.0"s � To F�onn ly Co. / Co. f i GL Phonon Fax l nn y llibburd Adnliilislrnriult Cenler a 27 1:11:.17 S.W. 11,1 Ills I Ill;liway �2. z8�� '11g:11-d. oleg(m 97223 'I'C'I. 1!i(1:11 G2o•Ifi2U I�:L� Iii();1)fiA�•'l'l,!)G � SelAember 24. 1992 °` ;'f y rr V Putts Davis & Company 11.0. Box 390 Salem. OR 97108-0190 Dear Sir, '1'llis IeItel. is in rc cuc.ncc to yr)ur request for verilicadon that work is completee and satisfactory for Strcct Opening Bond #SCR111 1921 3475. It is. Sinccrcly, Bud Ilillmall Director cif Uper�lliuus C: Tripplct WCllnt,1n (Jimine I-pich) C Puelll"branA day'sDhle Time Fax Ira M mo 7872 No of Z_ 19Z 3 ',��Pf•'1 r, ` From TO V)V_\ CE_ �V"r_t c:L ` Company Company 1, � vy�, `�11 -�f 1tJC. wU�v�* E� r Locabw / Dept Charge Locatlon ,x T9lephone M it Telephone t '�� `1 Fax M Original []Destroy Return Cell for pickup Common's // Uisposihon Lxl -,OME Adlikk 1ROVA/D - a r�� - �, Com, ��* W - GENERAL NOTES e I 1. TRAFFIC SIGNS TO BE 48" X 48" BLACK ON ORANGE. �,r•TicN Pk�EAU 100 2. NO ROAD CLOSURI-S DURING THE. ttII�� M►� ,, FOLLOWING TIME PERIODS; 100, MIN. 3. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL s DEVICES FOR STREETS AND HIGHWAYS", KE�F' .•zr. 67 U.S. DEPT. OF TRANSPORTATION, MN. ■ --� F.H.A., 1988 EDITION. ■ SO' 4. ACTUAL SIGN PLACEMENT TO BE ADJUSTED IN FIELD, DO NOT REDUCE BELOW MINIMUMS WITHOUT CITY W APPROVAL. 100• y �■ MN 5. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS VAY BE NECESSARY TO EFFE,:TIVELY CON fRUL TRAFFIC AND 7ki ASSURL PUBLIC. "IN. izr: SAFETY. * MIN. 0 �;E I xE.l'MEt• c 'att P I I �. LEGEND 2 L 1 MN ok p-1, LAUE cLose t) <� TRAFFIC SIGN O ANS:AO 11 12 CONSTRUCTION ZONE o TRAFFIC CONES OR APPROPRIATE DELINEATION ':I •' - ROAD CONSTRUCTIONAHEAD DEVICE. -- ------ _�---- - --- TRAFFIC CONTROL TYP CAl_ DETAIL _ DESIGiV BY APPROVED BY DRAWN BY CAB CITY OF TI G A P SCALE DATE DRAWING NO OREGON - N.T.S. -_ 4-6-92--__-_1.- --_ - -- TRAFFIC CONTROL GENERAL REQUIREMENTS 1. Traffic control shall be provided for, as illustrated, at all time during work prosecution. No work shall. be permitted during the hours of darkness, nor between darkness to 9: 00 a.m. , nor between 4:00 p.m. to darkness. 2. Traffic control devices, flagpersons (atc. ) shall be jn place prior to initiation of construction work and shall, at all. times, be effectively maintained. 3. The roadway shall Dp_t be closed to through traffic. The contractor shall notify emergency services (fire, police, etc. ) , School District and Tri-Met 72 hours (min. ) prior to initiation cf construction work. Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the construction area 72 hours (min. ) before initiation of construction work. 4 . The City Inspector shall. be notified 24 hours prior to initiation of work (1 639-4171) �rio� •�r� �.-►r•�iJ�inrl�c.%•�c��.E. . 5. The work area shall be maintained in a clean condi ion, free from obstructions and hazards. Effective erosion control measures shall be provided for. 6. A temporary hard-surface patch shall be placed on all. trenches within the roadway at the end of each days work. 7 . Minimum travel-lane widish shall be twelve (121 ) feet; pedestrian travel shall also be provided for. 8 . The City reserves the right to restrict construction activities during Holidays and periods of high traffic levels. The City reserves the right to add to or modify these requirements as may be necessary to endeavor to more effectively control traffic and to assure public safety; such action shall not relieve the contractor of responsibility. dj/n-tcgr.JH I t 2 JUN 16 '92 14:45 WOODBURN ERCKHOE SER'VICE, INC. P 1 :-SDWFS WOOD13URN BACKHOE SFRVICH, INC. ' I� P.O.BOX 41 BpUCE J.KENF WOODBURN,OREGON 9?071 FACISIPIILLCOVE LETTfR DATE: --- —� FAX NO. : 792-340(; ff rr ATTN : Ma r 40a�roN.-t�� ! MESSAGE : PIESSAGE FROM : TOTAL NUMBER OF PAGES INCLUDING COVER 1.ETTER : i Neste : IE you do not receive all the page , or it thre s any trouble with the transmission , as soon as Possible . please scall ( 503) e e79zi3208 RESIDENTIAL COMMERCIAL INDUSTRIAL EXCAVATION PAVING SEWER A WA.ER SySiEMS SITE PREPARATIUI JUN 16 '92 14:45 WOODBURN BACKHOE SER"ICE, INC. P,2 S WOODBURN 13ACKHOE SERVICE, INC. BRUCE J.KENfl61 P.O. DOX els 792,32r WOODBURN,OREGON 97071 Rca . 0 S 7 S O Ktep RT f J / ly Ir r I� �re,2) WarK N"c" work//Js z-onE W Nc�><y:, rods � y f 1i(r•p RT y o s u r 0 C . A , st�l , �wr �a►.., (�i� RESIDENTIAL COMMERCIAL INDUSTRIAL EXCAVATION PAVING SEWER A WATER IYSTEMS SITE PREPARATION Y STREET OPENING PERMIT PERFORMANCE BOND BOND NO. SCR1119213475 KNOW ALL MEN BY THESE PRESENTS that we, Ti2lett Wellman Contractors, as Principal, and 11g AL i,-an l s n, nce C=Q,V as Surety, are jointly and severally held and bound unto the City of Tigard, Oregon, in the sum of nine thousand one hundred fifty Dollars ($ 9, 150 .00 ) for the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns firmly by these presents. THE CONDITION OF THIS BOND IS SUCH: That whereas the Principal herein has made application to the City Engineer of the City of Tigard for a permit to perform sidewalk, storm and sanitary sewer construction work within the City of Tigard right-of- way of 8th Avenue and in Durham Road in 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 Cit; Engineer of said City and a permit issued, subject to and upon cey.tain 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, specifications and requirements set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly observe the terms, provisions, conditions, stipulations, directions and requirements of said permit and shall in all respects, whether the same be enumerated herein or not, faithfully comply with the same and shall assume the defense of, indemnify and save harmless the City of Tigard, its officers, agents and employees from all. claims, liabilities, loss, 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 respects faithfully keep and observe ail of said terms, provisions, conditions, stipulations, directions and requirements, then this obligation is void, otherwise it shall remain in full force and effect . 19 91 WITNESS our hands and seals this 9th day of M1byert)er Tiplett Wellman Contractors : Countersigned by: Agent - The Pwrican Insurance Company Address Aftorrren f Y Wiact Carol J. Royal GENERAL POWER OF ATTORNEY THE AMERICAN INSURANCE COMPANY KNOW ALI,MEN BY THESE PRESENTS: That THE AMERICAN INSURANCE COMPANY,a Corporation incorporated under the lays s of the State of New Jersey on February 20, 1846,and redomesG'-ated to the State of Nebraska or June I, 1990,and having its principal office in the City of Omaha,State of Nebraska,has made,constituted and appointed,and does by these presents make,constitute and appoint ---C ARM, J. ROYAL--- $ALE'111, OR its true and lawful Attornev(s)-in-Fact,with full power and authori!y hereby conferred in its name,place and stead,to execute,seal,acknowledge and deliver any and all bonds,undertaking,recognizances or other written obligations in the nature thereof -------------------------------------- and to hind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Corporation and duly attested by its Secretary,hereby ratifying and confirming all that the said Attorneys►-in-Fact may do in the premises. This power of attorney is granted pursuant to Article VII,Sections 45 and 46 of By-laws of THE AMERICAN INSURANCE COMPANY now in full Force.rad effect. "Article VII.Appointment and Aufherify of Resident Secrrfuries,A ftorneys-in-Fact and Agents to accept Legal Process and Make Appearances. Section 45. Appointment. 'The Chairman of the Board of Directors, the President, any Vice-President or any tether person authorized by the Board of Directors,,the Chairman of the Board of Directors,the President or any Vice-President mai,from time to time,appoint Resident Assistant Secretaries and Attorneys-In-Fact to represent and act for and on behalf of the Corporation and Agents to accept legal process and mare appearances for and on behalf of tLe Corporation. Section 46.Authorih.'I he authority of such Resident As Istant Secretaries,Attorneys-in-Fact and Agents shall he as prescribed In the Instrument evidencing their appointment.Ani•such appointment and ail authority granted thereby may he revoked of any time by the Board of Directors or by any person empowered to make such appointment." This power of attorney is signed and sealed under and by the authority of the following Resolution adopted by the Hoard of Dir.riors of THE AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 31st day of July, 1984,and said Resolution has not been asieneed or repealed: "RESOI VED, that the signature of any Vice-President, Assistant Secretary, and Resident Assistant Secretary of this Corroration, and the s-al of this Corporation maybe affixed or printed on any power of attorney,on any revocation of any power of attorney,or on any certificat-relating thtreto,by,'icsimile. and any power of attorney,any revocation of any power of attorney,or certificate bearing such facsimile signature or acsimilt seal shall be valid and binding upon the Corporation" IN WIT'Nf:%S WHEREOF,THE AMERICAN INSURANCE COMPANY has caused these presents to he signed by its Vice-President,and its corporate seal to he hrreunto affixed this ISL day of _ 1tini._-- 19 90 THE AMERICAN INSURANCE COMPANY By 1 y ice PresidentSTATE OF CALIFORNIA COUNTY OF h1ARIN On this_J_qt-__day of ___.Lt1ua__—__ 19 90 ,before me personally came R. D. Farnsworth to me known,who,being by me duly sworn,did depose and say:that he is Vice-President of THE AMERICAN INSURANCE COMPANY,the Corporation described in and which executed the above instrument;that he knows the seal of said Corporation;that the seal affixed to the said instrument is such corporate seal;that it was so dffixed by order of the Hoard or Directors of said Corporation and that he signed his name thereto by like order. IN W!1'NFSS WHFRFOF,I have hereunto set my hand and affixed my official seal,the day and year herein first above written. offs"I I I II I II IIIINIIII IIIIINIYIYIIIININIII II IIIt1111 OFF ICTAL SEAL J. M. VANDEVORT NOTARY PUBLIC-CALIFORNIA Noasry Public -- Prircipat Otflcn in Mann County My (ammbsion Expires Aug. 21,1492 CERTIFICATE 11111111NIIIIIIIINIIINNINIII IIINI IIt/11a111111r111� STATE OF CALIFORNIA sa. COUNTY OF MARIN 1,the undersigned,Resident Assistant Secretary of THE AMERICAN INSURANCE COMPANY,a NI HRASRA Corporation,DO HFREHY UFR TIFY that the foregoing and attached POWER OF AT-JC)RNCY remains in full force and has not been revoked;and furthermore that Article VII,Sections 4j and 46 of the By-laws of the Corporation,and the Resolution of the Board of Directors;set forth in the Power of Attorney,are now in force. Nc!vf�r 91 Signed and sealed at the County of Marin.Dated the_- h day o' ___—A ��.—_ __, 19 Resident Assisimi Secretuy 360111-TA-&"(REV) I CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :91-cc0�13 CHECK AMOUNT : 366. 00 NAME : TIPI_ETT-WELI_MAN CASH AMOUNT ' 0. 00 ADDRESS : F1. . 0. BOX 672 PAYMENT DATE. IP/ 10 91 WOODBURN, OR 97071 SU AD N I S I ON 13 7V_r/ I-- 1-'Uf�l u5� OF PHyi,,IkNT F4muuVI PAID PURPOSE_ OF F'FaYMLNI AMOUNI PA 11) PUBLIC: IMPROV SOP 45111-91 366. 00 SOP 4541-91 TLII A(_ AhIOUNT PA I ll - - > 36 E,. 00 PO wXff 2WooBANK OF AMERICA OREGON 6 2 2 FAx 1 1N�19 AX 992- o em71 ex�cxioo WOODBURN OFFICE 2885 WOODBURN, OR 97071-5927 503A82-4188 24-7038-3230 **Three Htaxdred Sixty Six Dollars and nO/100** WE CHECK NO. AMOUNT I2/1.0/91 xC,a2o **$366.00** PAY m TME City of Tigard ORDER OF 1190 i6 2 2011' 1s 3 2 30 70 3801: 21369611-0![,L, 28116 h«tee_ c�v�,N Can •�AA�� -�''�i erl P l641e �q•ss c�r�`to �Q� %h t MEMORANDUM CITY OF TIGARD, OREGON TO: Ron Pomeroy October 8, 1991 FROM: Chris Davies, Development Review Engineer Com. RE: CUP 91-0007 - TIGARD-TUALATIN SCHOOL DISTRICT 23J Description: I Construction of a commons area and a new music room for Phase Two; Construction of six permanentclassrooms, and a 7 , 200 squar,� foot addition to the gymnasium for Phase Three. Also requested is a Variance to convert 15 parallel parking spaces on the east side of 92nd Ave. into 27 perpendicular and five parallel parking spaces resulting in a net increase of 17 parking spaces; the additional parking spaces will be partially located in the public right-of-way. V,ITE: Phase One was previously approved. Findings : 1 . Streets : A. Tigard Highschool The site is bounded by S .W. Durham Road to the north, S .W. 92nd Avenue to the west , and S.W. 85th to the east . S .W. Durham Road is a major collector --and. is owned/maintained by the City of Tigard and- is_ currently > , being reconstructed '. Therefore no additional requirements should be required for S .W. Durham Rd. S .W. PI w 85th Avenue currently is classified as a local street . There is currently 25 feet of right-cif;way_-f.rom center PPl` Q line with curb installed. ` Therefore it should be �Z�2 4ti 1 required that. a sidewalk be installed along the frontage of. S .W. 85th Avenue. S .W. 92nd Avenue is classified as V 11p�`LyL�i �tIL� I a minor collector street . There is currently 25 feet. of r �� C44 right -of-way from center line with the majority of the frontage having curb and sidewalk. As a condition of tt' approval for CUP 91-0001 it was required that the applicant dedicate additional right-of-way so that there is 30 feet from centerline and complete any portion of the frontage that does not have curb and sidewalk . Along � U the frontage of S .W. 92nd Ave. the school has parking and, as mentioned early, a sidewalk that runs the entire { length of the property; all the parking and sidewalk are 7 l'G lCl t l�ifce f �Z � d outside of the right-of-waY- The school ' s architect has requested that the ortion�of angle parking be allowed t.o remain eng an esti pedd that a pto angle the existing parallel parking For S .W. 92nd Ave. is a collector s�ree� . parking . Policy is to restrict the number of reasons, Cit} p safety o acked driveway access po�nt.s to collector. strE�ets an j disallow any design that requires vehicles be into the street . on-street. parking disalJ.owed on collector streets such as S .W• 92nd Ave. Based on the policies and code requirements : the existing angle While ] Existing parking . Policy' it parking does not conform to Cit has existed should be al]-owed to awii.thout significant for a number of years The proposed revision operational problems . act, on how to the school will have little imp Of the parking and 92nd Avenue function• as Martha street, 92nd serves primarily and to the school. , the adjoining subdivision, Cook Park. Peak times for school traffic o not peak times for park traffic usually d l for coincide, thereby reducing the po conflicts . While angle parking is not a preferred design, the existing angle parking appears to have some "9 zandfather" rights; potential problems do not seem so severe as to require the existing parking to be changed. 2 Additional angle parking. Additional angle parking should not be allowed. Any new parking should methroughout Tigard red of. other new developments The area proposed for additional angle parking has potential operational problems more severeangle parking. than those of the existing North of Martha Street , the curb line is close to the center of 92nd; there.. is of vehicls room es .• angle parking and maneuvering Further, the area north of Martha is on the approach to the signal �.l, Durham Road . Room is stored needed for. vehicles to be Further, the on the approach to Durham Road. greatest area north of Martha is the a the of a where traffic volumes on 92nd adherence to collector street standards is most. a a r important . Therefore; no additional on-street parking should be allowed on 92nd Avenue, especially north of Martha Street . 2 . Sanitary sewer: There is an existing 10 inch line located in S .W. Durham Road that has sufficient capacity to handle all phases of the proposed development . 3 . Storm sewer. There are existing lines located in S .W. Durham and S .W. 92nd which appear to be sufficient to handle the proposed phases of development . The applicant should be required to provided evidence that there is sufficient capacity within the existing system and that the downstream system will not be significantly impacted. 1 Recommendation: THE FOLLOWING CONDITIONS SHOULD BE MET PRIOR TO THE ISSUANCE OF BUILDING PERMITS : s 1 . Public improvement plans for the construction of the sidewalk ' on S .W. 85th Ave. , shall be submitted for review and approval to the Engineering Department . 2 . Building permits will not be issued and construction of proposed public improvements shall not commence until after the Engineering Department has reviewed -end approved the public improvement plans and a street openiny permit has been issued. The payment of a permit fee is required. 3 . An erosion control plan shall be provided as part of the public improvement drawings . The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November.- 1989 . " 4 . No additional parking sr:all be allowed on S.W. 92nd. Avenue. APPROVED: Randall R. Wooley, City Enginoer CD:cup9 J.-07 .CD MEMORANDUM CITY OF TIG,ARD, OREGON TO: Chris Davies FROM: Greg Berri P& DATE: October 10, V)1-11 SUBJECT: CUP 91-07 Drainage for east parking addition is not shown. Applicant has been told of need for a street opening permit to connect to line in SW 85th as described in previous memo. Mike tells me that there are two effluent_ force mains that could conflict with installation of this line. Applicant should have Curtis Spaan at Durham STP shut-down the lines during construction. APPLICATION - STREL I, IMPROMENT/EXCAVATION COPY TO: LE ORDINA01_E NO. 74.14 N ( • QUI (YYELLOELLO W)-•INSP. (INSTRUCTIONS ON SEPARATE SHEET) KI (PINK)•OTHER AGENCY (X) (BLUE)•APPLICANT APPROVED APPLICATION NO.: _ NOT APPROVED ] CITY Y OT' T TGARU, OREGON FEL AMT.: $ 366.00 PENDING FEE. PMT. (] CI T Y IIAL.I. RECEIPT NO.- PENDING SECURITY [] PUBLICWORKS DEPARTMENT BY DATE PENDING AGENCY "OK'' ❑ Applicaflon and Progress Record — PENDING INFORMATION L.l MAINTENANCE BOND M_ FOR STREET IMPROVEMENT/EXCAVATION AS REOUIREU -- ANNUAL. PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: -------------------_ DATE ISSUED: 1L . BY: .� ----._� _ ...------_..---- ) I APPLICATION IS HEREBY MALE TO EXCAVATE FOR AND INSTALL_ ._ Concrete_Sidewalk and S4 Eta .y and storm sever facilities AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS (site) # 598-8410 APPLICANT _Ti_p_lett Wellman Con >,ac ors T?0_j3ox 672 __Wqgdb_UCRj _Qg _974ZLCr Tice) _382-4188_-___ NP ME ADDRESS CITY PHONE CONTRACTOR (Lame ) -- - ---------- -- .._ NAIVE--~—.^V AODRE.S CI7v.. P ►'LANs BY Selig, Gee Rueda Architects & Chase, Jones & Assoc. Irc. S.L.R. # 22]49-8d4�Q�3 �� ADDRESS _ CI f V 1, 22 PRONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 91150.00 DOLL,RS FnR C I'F'-:E USC' M?P, l2) EXCAVATION DATA: _36&._00 STREET DESCRIPTION PROGRESS & INSPECTION STAT-Us NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY rYPE LENGTH WIDTH DEPTH ITEM AI QUANTITY 85th Ave. S orm & dewal see ttached STREET QPEN Durham Rd. s orm & � nitar see ttached) I TPoCN - E -- Q -- U E ESTIMATED STREET OPENING DATE: [_.�._� _ 5 ESTIMATED STREET CLOSING DATE: _( TE — _ D (3) SECURITY NO. SECURITY AMT.: S'___9 150.U0-� cTiasEo SURETY CO.: _ _ _ FINAL J' CERTIFIED CHECK ll CASH ❑ BOND [ INSPEC. O _ �— (41 PLOT PLAN: INDICATE SIYE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS FEATURES; EXCAVATION LOCATION AND EXTENT. 1. All work shall conform to Cid N� XXX SITE: 9000 S.W. Durham Rd. standards & Specifications. 1 ` WORK AREA: nspec orZaar A traffic conol n1a1L�}1�11-W be submitted to the City, for. re & approvall approval, e orae start19 wor S. W. xx DURHAM RD. in WI—h;1 Ax ---control shall be provided for b xx �- he contractor/ to City's 4. A hard surface- patch is require `_ le en eac aTy��7be'iz-��E'-- tzenctis. N 5. O.R.S. 757.541-.571 (Utilities prelocation) .is pplicaEFe`.- (5) NOTE: THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMi3310 O APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNT THE STATE OF OREGON, THE APPLICANT AGREES TO DEPOSIT THE REQUIRED _ RITIES, TO COMPLY WITH ALL PERTINENT LAWS ANC CONSTRUCTION SPECIFfCATIONS PERTINENT TO CO CT OF THE WORK, AND TO SAVE HARMLESS THE C11 Y ANr EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHJWR MAY RESULT FROM APPLICANTS ACTIONS 6. Poles, signs, meters, etc. shall be relocated, at applicant's expense, out of sidewalk areas. APPLICANTS SIGNATURE. _ 7. One As-built mylar shall be proviDATE d d to City by _ t..l`Ttr gineer. i STREET OPENING PERMIT PERFORMANCE BOND BOND NO. KNOW ALL MEN BY THESE PRESENTS that we, Tiplett Wellman Contractors, as Principal, and as Surety, are jointly and severally held and bound unto the City of 'Tigard, Oregon, in the sum of nine thousand one hundred fifty Dollars ($ 9, 150 .00 ) for the payment of which we jointly and severally bind ourselves, our heirs, er�cutors, administrators, successors and assigns firmly by these presents . THE CONDITION OF THIS BOND IS SUCH: That whereas the Principal herein has made application to the City Engineer of the City of Tigard for a permit to perform sidewalk, storm and sanitary sewer construction work within the City of Tigard right-•oi- way of 85th Avenue and in Durham Road in Tigard, Oregon, under the provision of Ordinance No . •74-14 and 6--11 Code of the Cit- of Tigard, and whereas said application was approved by the City Engin_-er of said City and a permit issued, sub-iect to and upon certain conditions, direction=;, stip .11ations, terms provisions and requirements provided for in said permit, a copy of which -Jermit is attached hereto and hereby made a part of this bond t . the same extent aid effect as if written herein and specific, reference now made to all the terms, provisoons, specifications and requirements set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly observe the terms, provisions, conditions, stipulations, airections and requirements of said permit and shall in all respects, whether the same be enumerated herein or not, faithfully comply with the same and shall assume the defense of, indemnify and save harmless the City of Tigard, its officers, agents and employees from all claims, liabilitieb, loss, damage or property di.rectly or indirectly resulting from or arising out of the operations or conduct of said Principal or any subconL:racto.: in rrnnecti.on with performance or conduct of the work under said pc;rmit, and shall in all respects faithfully keep and observe all of said terms, provisions, conditions, stipulations, directions a•id requirements, then this obligation is void, otherwise it shall remain in full force and effect . WITNESS our hands and seals this _._. day of 19 Tiplett Wellman Contractors: I Countersigned by: Agent Address Attorney--in-fact jf'JH t1P1ett i L cS ¢� ZSO, ori ��3/ � '� � � S"D •oma HHV 25 "31 08:34 I40 IDDO --I Hr IE SERVICE, INC. - r c,n/ DWI—S NVOODBURN BA`:KNOFSFRViCF, (NC. �y rU 5 BRUCE J.KENFIEI 1 p" BOX,;e >stsa�, LVOgpgURN,OREGON 970%1 F' ^,;!MTLE COVER 1,c'r•rFR FAX N(1. : '1,04 ATTN: 4w MESSAGE; FRC)M: TOTAL NUMRNR OF PA(,'I,i' INCIXI)ING COVFR ],G; C'('ER: Note ; If you do Llot receive al. l the pages , or it there is Any troullIP with the transmission , Plea-se call ( 503) 707-308 as soon as possible . SIDENTIAL COMMEACIAL INDUSTRIAL fxCAM ION PAVING SEWER&WATER SrSTEMS SITE PREPARATION 1){ ,,Ja�Y'ilr „I' yy� `r6f3(�{ r + it t AI t :.l" is'4 �7 �• i� � 1� 5(+� l r y i tP� �I��r'ld _I: '•� _ .. nf�l f � _ �1 �� 111'�� i��r �P�I�r�f rl � ilr i v-91 05. MAL �OU ��V%A -,:A Ule— v`�w �� ••� C it "Drn-k_ ku\ ��b\\c Y �,.+-�t -W-i. (> r��y�cc� 4e� stn\rte �v, de �+c �h tV-� ►\�n,� r a ir-eh wt lo vkci, cl � i v\ti� v��.,ue ` y �\rc ss � � 1 T�C�el ` sucl TV�C.��.� be �.F_ cy✓1eS WKO 1J��Ul •�'�f� `t�P_. Ch1M lR cnJ��} l �VeM CACI -Vk�`eA (S )�ZV e e ` l p1` ..l-rte_ Z5 — %A,P Q V1cs -c�� "'.�' Lx-)L vZ �,,,�� S sae,n do uu/v &Ak -I,k, �"kv-a s CA4k r� s2-41 1 � C- 1. -W e- `��'� I S t Wl CXYv VIeS�L-A d x 2 dC�l CJI ei ► k.-O\ ;KP Lol be c.7C7�c�\r\C r C.-AjOf I►t'S"Mr, I1 - Zlo-9I �_ecG�v�cd� `fin, I rZ cA_)I�k — .,.,.,,..�nagwfarMw+rwrwFaY,+w �MyMf#MIMMMWMa+H :req.►kr-^��,p�.MAYi1r11M1�r�wMy�+ A TAIYT MEASAQ FOR �� X7 � ��DATE // �! � — TIME P.M. OF PHONE._ Q/ 7 g SELIGLEE i RU DA ^p�A�p NI ��;rx,x,�,o,, Architects and Planners +oma OAME?O BEE YOU Vd1LL CALL WAN19I0BEN VOU PTAH 213 sco Ash Street, Rutland, Oregon 97204 Telelrlrone:15031124-0173 RE7LIRmVOURCALL BPF'CIALATIMMM MEE3FJAGE- J— -- q 707/ �� QRZ• 4188" SIGNED - N�e� se�G• i WHO ONO ONA, � Tone.foam 3ooen i SEL.IG / LEE / RtJEDA [�G� V[`�' Co�[�`� 11'G°�/�1Gv1G�71[��G�f� Architects and plan• .-s /� � �,,r'/ 213 sul Ash Street, Porfland, Oregon 97204 OATEW *4/ 2 'Felepbane:(503)224-0173 ATTENTION�, RE -- WE ARE SENDING YOU I Attached I J Under separate cover via__—_- the following items: I I Shop drawings Prints I i Plans Ll Samples I ! Specifications I Copy of letter /C ! Change order I 1 i COPIES DME NO. DESCRIPTION - /00VGDS IfVe THFSF ARE TRA14SMITTED as checked below: ❑ For approval I i Approved as submitted ❑ Resubmit copies for approval ❑ For your use I I Approved as noted ❑ Submit copies for distribution ❑ As requested 1 ; Returned for corrections ❑ Return corrected prints El For review and comment ( I _ ❑ FOR BIDS DUF _- 19 — ❑ PRINTS RETURNED AFTER LOAN TO US PFMARKS—_ I,UI'Y 'U SIGNED: • S /fj)� ' �i'nsa .mm.an, -n It enclosures are not as voted, kindly notify us et once Triplett 11man RECEIVED Offsite Civil Pricing NOV 2 O 1991 DATE: 2.0-Nov-91 COMMUNITY DEVELOPMENT a TO: City of Tigard t PROJECT: Tigard High School Remodel PhAse II T/W #308 1 each Catch Basinir $750.O'D l,SvO . hv� --1 each MH $1,500.^9-- —1$1/f PVC $252 .00 TOTAL DIRECT COST - ;x$;-502 .00 ------------- /" SOD. 00 ve e,rc.ts}, y_ 1 -.�p' iev- c.awMcAo PO Box 672 Woodburn, Oregon 97071 503/982-4188 FAX: 503/982-0390 t,•.,,�.w,v wr.r«wr..... ur WASHINGTON COUNTY ORECON SCALE 1„.200 ,recuts a•ten ta,eti•"a� ioe� ,n�,tee,wt, ,toe, tog!, Ts_ SEE MAP 0�25 I I IDD12 c•w» 1 tt•r " Li -UR .n OAM o .S ROAD c►.tt q0 14 13 i N.,1I•. �I a I/6IN0 NON SCN00L I �4 a demm mr#xT no o � me • a -A S,Va 1100 gGo0 z > Ilo4 �4 ae � a 1103 ► �ar to « AI 1101 w u,/2 Roos wSEE MAP 23 74 — .• — PS 1 138 1200 a N 01 1000 ir0o .r _/ t.e ' T ,•0 102 ✓ �t/LV Washington Ccunty, Oregon (s4ru NOTICE OF FINAL ORDER - BY HEARINGS OFFICER ✓�Q�hJ 1. Concerning Case Number(s) :CUP .91-0007/VAR 9I.-0017 2. Name of Owner: School District 23J Name of Applicant: Seliq-I,ee-Rueda Architects 3. Address 213 SW Ash #210 _ City Portland State OR Zip 97204 4. Address of Property: 9000 SW Durham Road Tax Map and Lot No(s) . : 2S1 14AC, tax lot 100 5. Request: Tigard-Tualatin school District 23J requests Conditional Use approval for the construciton of a commons area and a new music room for phase two, the construction of six permanent classrooms, and a 7,200 square foot addition to the existing west gymnasium for phase three of the Tigard High school expansion project. Also requested is Variance approval to convert 15 parallel parking spaces on the east side of 82nd Avenue into 27 perpendicular and Live parallel parking evaces resulting in a net increase of 17 parking spaces. These additional parking spaces will be partially located in the public right-of-way._ ZONE: R-4.5 (Residential, 4.5 units acre) LOCATION: 9000 SW Dunham Road (WCTM 2S1 14A, tax lot 1001 6. Action: _ Approval as requested X Approval with conditions of CUP 91-•0007 X Denial of VAR 91-0017 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 8. Final Decision: THE DECISION SHALL BE FINAL ON November_ 27, 1991 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 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 appeal may be submitted on City forms and must be accompanied by the appeal fee ($315.00) and transcript coste (varies up to a maximum of $500.00) . The deadline for filing of an appeal is 3:30 p.m. November 27, 1991 10. QueStions: If you have any questions, please call the City of Tigard Planning 9epartment, 6.39-4171. bkm/CUP91-07.BKM BEFORE THE LAND USE HEARINGS OPT-ICER FOR TIGARD, OREGON Regarding a request by TigaiJ Tualatin School ) FINAL ORDER District#23J for a conditional use pennit and ) variance for expansion of'Tigard High School ) Ci JP 91-00071VAi; 91-O()1 i in the City of Tigard, Oregon ) (Tigard High School) I. SUMMARY OF THE REQUEST The ap)licant requests approval of a conditional use permit for expansion of the existing high school in two phases. The applicant proposes to add a MAX)square foo:common area dnd music room and up to 103 parking spaces and make various renovations in the first?base (to end about September, 1992). In the second phase(to begin not later than 3 years from the date of approval of the pennit), the applicant will add a 7200 square foot addition to an auxiliary gymnasium, build 6 classrooms to replace 4 portable classrooms, replace 24 parking spaces lost for the gym, and make various interior renovations. The applicant also requests approval of a variance to allow existing parallel on.-street parking to . Iv. reoriented 90° so that it becomes perpendicular to the flow of traffic,and so cars stick- out into the right of way more than they do now. At the hearing in this matter on October 28, the City staff recommended conditi�mal approval of the conditional use permit but denial of the variance. The applicant accepted the recommended decisions and conditions. One neighborhood and NPO group member testified against the planned change in parking orientation and in favor of spending money that the proposed conditions require to be spent for the sidewalk on the school instead. LOCATION: 9(X)0 SW Durham Road; WCT'M 2S1 14A, Tax Lots 100 APPLICANT: Selig/Ixe/Rueda Architects & Planners PROPERTY OWNER: Tigard Tualatin School District#23J APPLICABLE LAW: Community Development Code Chapters 18.50.040, 18.50.050, 18.100.110, 18.102.02.0, 18.106.020, 18.106.030, 18.106.040, 18.108.060, 18.108.080, 18.114.130, 18.120.070, 18.120.170, 18.120.180, 18.130.035, 18.130.040, 18.130.050, 18.130.150, 18.132.040, 18.134.050, 18.164.070, 18.164.090, and 18.164.100 STAFF RECOMMENDATION: Conditionally approve CUP;deny the variance EXAMINER'S DECISION: CUP Conditionally approved; variance denied 11. FINDINGS ABOUT SITE AND SURROUNDINGS A. Site,size and shape : The site is an irregularly-shaped, 47.78-acres parcel. B. Site toration : The site is situated between SW 85th and SW 92nd Avenues south of and adjoining Durham Road. Page 1 - Hearings Officer derision CUP 91-00071VAR 91.0017 (Tigard High School) C. Existing hoes and structures 1. Since 1953, the site has been developed with Tigard I figh School and associated buildings and play fields. Several expansions have been approved and built since then. a. The latest addition was C1 JP 91-0001(c) (approved June 13, 199 1) which authorized placement of 1680 square feet of floor space in 4 modular units used as temporary classa)oms. As a condition of approval of that decision,the applicant was required to dedicate excess right of way for SW 92nd Avenue,making pie- existing on-street parking less conforming. b. About 311,311 square feet of the site (15%) is hard-surfaced. The existing high school contains about 290,(x''1,0 square feet of floor area plus about 5000 square feet in portable units. it has 147 full time equivalent staff, 1617 classroom seats,an auditorium with 14,600 squats feet and 604 seats, a main gymnasium with 12,320 square feet including the balcony, and 2,03.5 feet of bleachers or 1,153 seat- assuming 21 inches per seat. There are about_544 parking spaces on the site, including parking in the right of way of SW 92nd Avenue. There is vehicular access from the parking lots to SW 92nd Avenue and/or Durham Road. D. Proposed uses and structures : The applicant proposes to enlarge the school facilities in two phases, based on the text and the oversized plans submitted with the application. a. In the first phase, die applicant will: (1) Enclose the existing largely paved north entry to the main school building (approximately 10,000 square feet). It will become mostly a multi-purpose commons area that will be used for cafeteria space among other things. This space helps the school's transition from an open to a closed campus. Some of the spac, will be used for music activities. (2) Make several interior changes that do not require more than administrative conditional use review, including installation of new fire sprinklers,detectors and alarms and renovation of the existing administrative offices, kitchen, metal shop and interior fini,hr�. (3) Add 103 par'Ring spaces. A net 17 of the new parking spaces are to be created by reorienting 15 existing parallel parking spaces along SW 92nd Avenue 90' so that they make 27 spaces perpendicular to the flow of traffic ar,d 5 parallel spaces. A variance is required to create parking that is lck.ated in a public right of way and that requires vehicles to back into the right of way. Thirteen spac^s are added on-site near the auxiliary gymnasium, 37 spaces are added between the school and Durham Road, and a net 36 spaces are added at the southeast corner of parking lot south of the swimming pool. b. In the second phase,the applicant will: (1) Add 72(x)square feet to an existing auxifli" gymnasium west of the main school building. The 24 parking; spacez lost for the expansion will be replaced with an equal nurriber at tl-,e south end of the on-site parking lot adinining 92nd Avenue. Page 2 - Hearings Officer decision CUP 91-0007/VAR 91-0017 (Tigard iligh School) (2) Make seve.al interior changes that do not require more than administrative conditional use review, including replacing four existing temporary classroom unit% with 6 permanent classrooms, adding teacher preparation areas,air conditioning the building, and renovating the automobile shop. E. Existing and proposed vegetation : 1. The area around the school is landscaped with trees, shrubs and grass. Most of the playfields are covered in grass. 2. The applicant submitted a preliminary landscape plan showing the location and types of landscaping materials to be used (see sheet 1.2 of plans accompanying the application). The applicant will re-landscape areas affected by proposed constructim, F. Topography and drainage : There is a storm sewer in SW Durham Read and SW 92nd Avenue that has capacity for storm water from the site given the proposed changes, subject to verification of the downstream capacity and impacts, based on the comment from the City Engineering Division. Storm water drains generally south from the site to the Tualatin River. C. Plan designation and zoning : The Comprehensive Plan designates the site as Public Institution, and it is zoned R-4.5 (Residential,4.5 units per acre). Land north of Durham Road is designated Low and Medium Density Residential and zoned R-4.5 and R-7 (Residential, 7 units per acre). Land east of the site is designated Light Industrial and zoned I-P (Industrial Park). Land south of the site is designated Medium Density Residential and is zoned R-12. (Rc-idential, 12 units per acre). Land to the west across 92nd Avenue is designated Low Density Residential and is zoned R4.5. H. Public services and utilities : There is a 10-inch sanitary sewer line in SW Du-ham Road with adequate capacity to serve the proposed expansion. The site also has public water, fire protection and police services and private electric and gas power and telecom nunications services. 1. Streets and access : 1. The site has about 1442 feet of frontage on SW 92nd Avenue, 1695 feet of frontage on SW Durham Road, and 425 feet of frontage on SW 95th Avenue. The applicant does not proposed to add or change excess access points to those ro,rds. SW Durham Road is a major collector street under City jurisdiction. The City recently finished improving the site's Durham Road frontage to City standard. 3. SW 92nd Avenue is a minor collector street. It has a 25-foot half-width right of way adjoining the site; most of that frontage is improved with curb and sidewalk. As a condition of approval of CUP 91-0(X)1, the applicant was required to dedicate an additional 5 feet of right of way for the street and to improve the frontage with a curb and sidewalk where one does not now exist. That dedication and improvement has been completed. l Page ? llearings Officer derision CUP 91-00071VAR 91-0017 (Tigard High School) 4. SW 85th Avenue is a local street with a 25-foot half-width right of way. There is a � curb on the west side of the street,but not a sidewalk. J. Surrounding land ltvev . Land north and west of the site is developed with single and multiple family dwellings. Land east of the site is used for a small industrial park and tc.,;a Unified Sewerage Agency facility. Land south of the site is used for open spacc and recreation (Cook Park). I11. APPLICABLE APPROVAL STANDARDS A. Title 18 (Zoning). 1. Section 19.50.040 lists "Schools and related facilities" as a conditional use in the R- 4.5 zoning district. Chapter 18.50.050 contains the following dimensional standards for the R-4.5 zone: Minimum lot size........................7.500 square feet Average minimum lot width..•••• •...50 feet feet Front setback. ••••••••• '' 5 feet Interior side setback ........••••••.... . 15 feet/20 feet for a garage Street side setback .............•••••... 15 feet Rear setback . ......................... Maximum building height..............30 feet 2. Section 18.100.110 requires screening of parking and loading areas, including at least 1 tree in a parking lot for 7 vehicle sVaces. 3. Section 18.102.020 requires that visual clearance be maintained along the intersections of all public and private right of ways. 4. Section 19.106.020D(l)(a) provides that, in the case C': alargement of a building or use,the nur -r of parking spaces required shall be based on the floor area or capacity of the enlart, lent. Section 18,106.020M requires landscaping of parking lots consistent with Chapter 18.1(x). Section 18.106.020P requires at least 1 bicycle parking space for every 15 vehicle parking spaces. Section 18.106.020W provides that on-street parking does not fulfill parking requirements. 5. Section 18.106.030B(9)(c)requires 1.5 parking spaces per employee plu, 1 space for every 6 classroom seats, and 1 space for every 1(X)square feet of floor area or 1 space for each 8 seats in the auditorium or assembly room, whichever is more. 6. Section 19.108.(KiOB(1) prohibits drives that require or facilitate the backward movement or other maneuvering in a street. 7. Section 18.1 14.130 limits signs in the R-4.5 zone. 8. Section !8.120.07(113(3) and (8) provide a proposed development is a major modification of an existing site plan ►f the change requires additional on-site parking,or the change increases the floor area of a nonresidential use by more than 10 percent and at least 50()0 square feet. Section 18.120.180 lists the approval standards fc-:a site plan, which incorporate other development standards in the Code. Page 4 - Hearings ofiricer derision Clip 91-0007/VAR 91-0017 (Tigard /lith School) 9. Section 18.130.035 authorizes the Hearings Officer to approve a phased development plan if: it. 'flee relevant public facilities for the development are constructed in conjunction with or prior to each phase; and b. The development and occupancy of any phase is not dependent on temporary public facilities; and c. The phased development will not require the City or other property owners to build public facilities needed for the development. 10. The proposed expansion is considered a major amendment to a conditional use, based on Section 18.130.050(B)(5) and (6). Section 18.130.140 contains the following additional standards for a conditional use. a. The site size and dimensions provide adequate area for the needs of the proposed ,.ase; b. The characteristics of the site are suitable for the proposed use consideri,ig size, shape, location, topography, and natural features. c. All required public facilities have adequate capacity to serve the proposal. d. The applicable requirements of the zoning district are met except as modified by this chapter. e. The supplcmei:iary standards set forth in Chapter 18.114 (Signs) and Section 18.120,180(Site Deaelopment Review), if applicable,are met. f. The use will comply with the applicable policies of the Comprehensive Plan. 11. Section 18.130.150(C)(9)contains the following additional standards for Religious Assembly uses: minimum lot size...............None Front -and setback.............30 f yet Corner lot setback..............20 feet and as needed t(,comply with Ch. 18.102 Side yard setback ..............20 feet Rear yard setback..... ........ 30 feet 12. Section 18.132.040R(l) provides that a lawful use of land that exists which would not tv permitted by a subsequently-c nacted law may be continued. It may not be enlarged, increased,or extended to occupy a greater area of land. 13. Section 18.134.050 provides that a variance to the Code development standards may be approved if: a. The proposed variance will not be materially detrimentai to the purposes of this Code, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies of the Community Development Code,to any other applicable r policies or standards, and to other properties in the same zoning district or vicinity. ` Page 5 - Nears- is Officer decision CUP 914AV7/1 AR 91-0017 (Tigard iligh .School) "reIKIN6 FOR 21 NL'OD-IN l/`ACle LIMITS OF - -} I-ARKI si.AMA �^� , coNerRuA no„ AM 1 PENCE-I INK ' NEWl E.c101Rq AMMON f'i / I TENNI.count I 4 J J ` 111 OF EXISTING, V) i- DRwE AND WA1 KWai I 1 ■�(Ie1M4 CNE11101 TREE NORTH (� E>05TI ,ARKINGn s f ExietM4 / �F ,rW C.C°� GAR Mp �-- �) l/' (No WORK, war 16 .14 -._ ----- 3 r- SW DURHAM ROAD r PARTIAL SITE FLAN PLUMBING U 50' TC MATCH EXISTING GRADES AT 5AWCUT LINE ^; 193. TG U ^• ® //// • C kR a PINTED W-4>,LKWAI' s 5D -► 43 rl) IS' S' STRIFES S LAND - �\@> DS APING / •'' � - 331 �� A- G" I.E.= I -24' 92.90 C 43 �: / 193.4f�, C\ B X U Ut LI 1.2 TOPS AND / p 6" �a 192.24' RIM / i' �� ♦ �\ � LAX S PING .� Sr 6 W I42 / O Co"// 0\0 22 193.00' T -!��-�R/�F'O \ /� 1.2�OPS193b BC LANDSCAPING AND / 19 .40' BC / I-&-- f-C,ZG (Tl"P, LANDSCAPING / � � IvEL1 SEMS Y ✓ `'' � �'' w IN 21 192.20' L2 / 94.50' T \ \gyp i \��/ SEE 9s�/ P2.1 OR 1.2 C. RAMP - B -LAND ILAPIND F / PAI G - ,4 \ / (A�TINUATION / 4"W W _ 193.©0' B 193.5r +Tc 19 00' ` / •� �j / INVERT ELEV. 10 22 / CAPACITY TYP, ) i3TRIP � 1$- I.E,=191,5 TOP501L AN .60, t j 4„ �/J�'S• B � 193.00' BG / / /! �- IC Au / \ e / \ 21 MATCH E 5GA.C.LANDSCAPING 12" 9G TYR, 1.2 _- BODES FEXIS ING 32 OM O URB IN0-4 194. 0 TC / E 5 W ;W 192.20' R" 1.2 21 I oleo IZ 94.0 a' 00' / \ I. 6.4 / / / I f) / / 193.50' TC � f91.5-�� / / `� W Q �,' i \ " �t ,/ 21 C.B. 193`5 �i'CA-� / / APARKINCs.c. 1�NGE � 94.5 BC / / \� FAINTED' / 1.2 INTE c" FA �/ -IRROLJ 19 .00 T 012; ® O r 192.40' -193.11' BC, WA KWA / /i / NITS SIGN T� l9) P-2' X J / G / 2• t_ 193. 0 B l' S RIPES / / , i'� _ W MATCH E I G j G I°IO.01 �� / / \ / // - f -�/ \ _ �� i � GRADES AT -\\ �D� r �� 22 / / 9?.30' C 6 3b1' TC 193. 0' B , / 1 1 © !!E�� / 21 \ E-, V 1ALK EDGE �°� 1.2 / l -�-i zr • 192.80' TC� 1.2 - E R / / � , 91.32' IM � .- i � '` / ---r � - 191.96' BC =e- / �_ � � �, � / � �• /� � � � � E- CID F-4 J TOPSOIL A / � c O I.E.=1139.32 12" LANDS NG .50' � � \ / / NOTE . ' \ / � / ��"\ - � j / / 95.00 TG � � -� � / i 6 �--� I I \ 121 _ o VERIFY AND COORDINATE 1 - -- � � � 7� / PIPING AND TRENCHING WITH � �' � c� o � � � Q 15X15TING ONSI�Q UTILITIES: �� , � r Q, E.r Z MATCH 15TING� - o � GRAD S AT O R O 1 0 -- - / / / C / F, Z LL. 5AWCUT LINE �! VAULTO �� W 194.50-BC / / FI 195.00' TC // / / O CTG � - _ ° - I.E. = IaS•6 - - - `°'�� - - - - / - - E..� �, �r co 124 - - Q50 M 1.E. = 185.8 MH. @ I.E.x 180 3 - _- - ------..- 2n - - - ----- -- AN FIoI.E - - -- E I STORM DRAIN MANHOLE -------- ----- -_ _.___ -------- -- LE.= 141.a'� -- CE E X I5T. SANITARY MH 6"W NOTE I.E, = 1133.50' IN I.E. I tJ' 5.40' OUT 1 ' 185. 15 E EXIST, SANITARI' MH VE F.,1=Y EXACT LOCATION OF - ------ �; - - -- -- - --- ! _. for 5 I .E. = l8Co.81' OUT G SAN RY SEWER EX15TlN ITA 7 Q AN. 5EWE R - AND MAN HOLE a - - -- -- - --- U- -- �__ � W TO 1.E. = i I�4. G5' @ E lo' O 10' 5AN SEWER 5AN. SEWER ( VERIFY ) SW DURHAM ROAD �aNORTH PARKING ADDITION PLUMBING FI.2 V • 20'-m' r . MANFULL•CURTIS INC, CONSULTING ENGINEERS c� • F� '2495 . o7 8^ 7, gn 5Q 4n 3C 20 to / I I 9 1 ` "I• I F" TH-$S DGIO�WENT I S LESS r � II-I2I APRIL Z}{AN ThIS NOTATION, 2I� 26 99 3 IT IS DUE TO THE QUALITY OF-- No • 36 THE ORIGINAL DOCUMENT. - E ll 8Z 8� LZ Z Z bZ EZ Z IZ OZ 8I 8I LT 8i $>( SIT Ei Zt it T 8 IiiiiiiiiFiiii7iiiiii9ii, I lill IIII IIII II (I � I III I III► III ti I I b. There are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the same zoning district; c '[die use proposed will he the same as permitted under this Code and City >tandards will be maintained to the greatest extent possible,while permitting some economic use of the land; d. Existing physical and natural systems, such as but not limited to traffic, drainage,dramatic landforms or Darks will not be adversely affected anymore than would occur if the development were located as specified in the Code; and e. The hardship is not self-imposed and the variance requested is the minimum variance which world alleviate the hardship. 14. Section 18.164.070 requires sidewalks on all public streets, with exceptions not relevant to this application. 15. Section 18.164.090 requires deveiopments to be connected to existing sanitary ,:cwer lines pursuant to plane submitted to and approved by the City Engineer. 16. Section 18.164.100 requires that storm water drainage plans be submitted to and approved by the City Engineer and show that necessary easements are provided for, that downstream properties will not be adversely affected, and that storm pines are sufficient to handle anticipated flows. R. Appiicahle Comprehensive Plan Policies. Policy 2.1.1 requires that adjoining property owners, the local NPO and the general public be notified of and provided an oppcmunity to comment on the development. IV. IIEI.AING AND 'iT.STiMONY ;1. /leariak. The Hearings Officer received testimony at the public hearing about this application on October 28, 1991. A record of fnat testimony is included herein as Exhibit A (Parties of Record), Exhibit B (Taped Proceedings), and Exhibit C (Written Testimony). These exhibits are filed at the Tigard City Mall. I? Testimony. 1. Ron Pomeroy testified for the City and summarized the staff report. Ile modified the staff report to clarify that st..ff recommends denial of the variance. Ile also explained that staff misunderstood that the auxiliary gymnasium was not the main gymnasium, Because the proposed addition is to the auxiliary gymnasium and not to the main gymnasium, that addition does not increase parking requirements. Based on a correct understanding of the parking requirements for the school, the school has about 70 spaces more than required by the City without reorienting spaces along SW 92nd Avenue. Page 6 - Hearings Officer derision CUP 91-0007NAR 91-0017 ("Tigard High Srhool) 2. Chuck Selig testified as architect or the applicant. lie reluctantly accepted the staff recommendation,arguing briefly that reorientation of parking on SW 92nd Avenue should be allowed. He said the applicant will install all parking spaces identified on the preliminary site plan,other than the spaces to be reoriented along SW 92nd Avenue. In response to public testimony,he said the school will not re-stripe the parking lot to provide more,compact spaces, because the school believes that compact spaces are so narrow that many people park across two spaces, thereby reducing the effective number of spaces rather than increasing them. 3. Sue Kasson testified on her own behalf and on behalf of NPO#6. On her own behalf, she argued that a sidewalk along 85th Avenue would not serve significant pedestrian traffic,and that the money that would have to be spent building the sidewalk could be better spent on the school interior. On behalf of the NPO, she expressed concern about the plan to reorient parking spaces along SW 92nd Avenue. She suggested the school increase parking by re-striping the parking lot with compact-size spaces. C. Agency Comments. The Hearings Officer incorporates by reference the agency comments in Section A4 of the City of Tig^rd stafFreport dated October 28, 199?. V. EVALUATION OF REQUEST A. Compliance with Title 18 (Zoning). 1. The propos., use complies with Chapter 18.50, because the proposed use is listed as a conditional use in the R-4.5 zone, and the proposed structure,;comply with the dimensional requirements of the zone, based on the preliminary site plan and finding II.D. 2. The proposed use can comply with the requirements of Section 18.100.110 by installing landscaping in the proposed new parking lots. 3. The proposed use does not violate Section 18.102.020, because no new lcce.,s points are proposed that would be subject to this section, and because no new structures are proposed that could obstruct sight distance at intersections. assumes meet the visual clearance requirements. 4. The proposed use complies with Chapter 18.106, because: a. The applicant is adding six permanent class rooms,each of which contains 24 seats. Therefore 24 spaces are required to serve these class rooms, based on a ratio of 1 space for every 6 seats. The applicant plans to provide 73 new parking spaces, excluding 24 spaces that replace those lost to the proposed gym expansion. Thereforc, the applicant plans to provide more parking than required for the proposed new class rooms. h The addition of the cnmmo„s area and renovation of other spaces in the sch,Vl does not increase the number of staff or the number of class room seats. Therefore, no additional parking is required for these modifications to the school. Page 7 - Hearings Officer decision CUP 91-00071VAR 91-0017 (Tigard Nigh School) c c. The addition to the auxiliary gymnasium does not change the number of spaces required for the auditorium or other main assembly space. Tie main assembly space continues to be the auditorium Therefore, no additional parking is required for the gynt expansion. The applicant proposes to replace existing parking displaced by the gymnasium expansion. d. The applicant can add Narking spaces for disabled persons when the new parking spaces are built. e. The applicant has more than 1 bicycle parking space per 15 vehicle parking spaces, based on the unrebuacd testimony by the applicant. 5. The proposed reorientation of parking along SW 92nd Avenue would violate Section 18.108.060I3(1), because those spaces would require vehicles to back into or maneuver in the street. Therefore, that aspect of the application should not be approved. 6. The proposed use can Comply with Chapter 18.114, because no new sign is prt.,posed. The Hearings Officer assumes that if the applicant desires to install a sign in the future, then the applicable standards will be complied with. 7. The proposed expansion is a major modification of an existing site plan, because it requires additional on-site parking, and it increases the floor area of a nonresidential use by more than 10 percent and at least 5000 square feet. The proposed ust complies with Chapter 18.120 because the applicant has submitted or will submit all of the locuments and plans required by the Code for site plan review. 8. The proposed phased development plan is consistent with Section 18.130.035, because: a. Relevant public facilities are available to serve the proposed expansion, based on finding II.F, H and 1. b. Development and occupancy of any phase is not dependent on temporary public facilities. c. Phased development will not require the City or other property owners to build public facilities needed for the development. 9. The proposed expansion complies with Chapter 18.130, because: a. The site size and dimensions accommodate the proposed development consistent with required setbacks, landscaping, and parking standards. b. The characteristics of the site are suitable for the proposed use, because it is large enough to accommodate development and landscaping and there are no topographic or other natural features that make the development problematic or that would be adversely affected by development. c. Public sewer and water are available to the site and can serve the site. d. The proposed develournera complies with applicable provision.; of the R-4.5 zone, based on the preliminary plan and finding II.D. Page R - Hearings Ulcer aecision CUP 91-0007/VAR 9l-0017 (Tigard High .School) cvelo mcnt will be subject to Cafe provisions regarding signage and site c. rhe d P development review. h the applicable Comprehensive Plan policies,based on f. The use will comply wit finding V.B. I e 30 ea ie et; g. 3lre front yard setback and building height donot exceed Ofee �asd oh prelside iminary spm olates Section 18.10620 and 10. Existing on-street parkina ingt lexisting form is permitted by Se gio0R.060B(1). However,its continued 18.132..040B(1). 11. A variance is not warranted under Section 18.134.050,because: a. The variance would be materially rea�s� the tent o whto the ichs of the Code by right f way is violating Section 18. nonconfo used for a nonconforming purpose(' increasing the numberof ffor vehicl ing anU parking spaces and the arra they cover),and incrmithe potential and vehicle/pedestrian conflict in the adjoining street by increasing a the flow of traffic maneuvering in the street(i.e., providing spaces perpendicular forces parked vehicles to block traffic to exit the space). b. The variance would affect ftCity lathan existing traffic conditions,based an the emonyohe Fngieegnd PolccDepents. City parking c. The school has enough parking to comply with Ci P g standards without 1 Moreover,the the variance.'Therefore, granting the variance is not necessary. applicant failed to show that there is not ample e.undeveloped area on the app site where additional parking could be provided if necessary. 12. The proposed use can comply with Chapter 18.164, because: a applicant can build a sidewalk adjoining RSth Avenue to comply with Section 18.1 ant ca A condition is warranted to enforce this rssary, the =must nt. Although one witness argued the laws sidewalk physicallyis impracticablee There now provided to comply Y physical impediment to construction of the sidewalk; therefore, it should be provided. The Hearings Officer cannot waive a requirement of the law to save money for the applicant,even if the applicant .would put that money to another good use, based on the law. storm drain lines that can serve ohe site,vahose plan bthe . There are sewer and o and rr;ceives approval of provided from the applicant submits connection plans t Engineering Department. Therefore,the proposal complies with Sections 18.164.090 and .100. B. Compliance with appllrahle Comprehensive Flan Policies. The proposed use complies with Policy 2.1.1, because notice of the application or hearing was provided to nr'ghhorthe sitelandrpuhlihed7?n thetion rn the area TiKri d T nc d ro owners of property in t Y of Page 9 - Hearings officer decision cUp 91-00071VAR 91-0017 (Tigard High School) i VI. SITE VISIT BY HEARINGS OFFICER The Hearings C Ricer visited the site and area that could be affected by the proposed use. VII. CONCLUSION AND DECISION The Hearings Officer ct,nciudes that the proposed conditional use complies with standards and criteria in the Tigard Community Development Code but that the proposed variance does not comply with the Codte. T!, reccguition of the findings and conclusions contained herein, and incorporating the Sm vna.-y and other reports of affected agencies and public testimony and exhibits received in this rn mer, the Hearings Officer hereby denies YAR 91-0017 and approves CUP 91- 0O07 (Tig►rd High School), subject to the following conditions: f THF FOLLOWING CONDITIONS SHOULD BE MET PRIOR TO THE ISSUANCE OF BUILDING PERMITS. UNLESS OTHERWISE NOTED,THE STAF CONTACT FOR ALL.CONDITIONS SHALL BE CHRIS DAVIES, ENGINEERING DIVISION. 1. The applicant shall submit public improvement plans to and receive approval of appropriate plans from the Engineering Division for a sidewalk along the site's 85th Avenue frontage. The applicant shall build the sidewalk,provided, a permit for that construction shall not he issued and construction o:the sidewalk shall not begin until the. Engineering Division reviews and approves the plans and issa.,., : street opening permit for the sidewalk,and the applicant pays a permit fee. 2. The applicant shall submit an erosion control plan to and receive approval of appropriate plans from the Engineering Division as part of the public improvement drawings. The plan shall Conform to "Erosion Control Plans - Technical Guidance Handbook, November 1989." 3. Before the applicant removes a tree larger than six (6) inches in diameter measured four(4)feet above grade, the applicant shall submit an application to and receive a tree removal permit from the Planning Division . ,Staff Contact: Victor Adonri, Planning Division, ( 639-4171). 4. The applicant shall not increase the number of parking spaces in the 92nd Avenue right of way nor increase the extent to which existing spaces cover the right of way. THIS APPROVAL IS VALID ONL` IF EXERCISED WITHIN EIGHTEEN MONTHS OF T7-1E EFFECTIVE DATE OF'T HIS DECISION OR EXTENDED PURSUANT TO CM. CODE. _-7 DATE is 7th day o ember, 1991. L .p n, Hearings Officer Page 10 - Hearings Officer decision CUP 91-00071VAR 91-0017 (Tigard lligh .School) AR RECESSED AREA - SEL 0*0, ON NO. 400 FOR DETAILS. 8 Two N0. 3 SEVEN BARS AT 6' O(.. Al II.LER MATERIAL -SEE NOTE 1. DwG, Ki 370,p9-2 1 NOT ' REBAR CURB LET ONLYEDSEE RECESSEDITH O 'Mi. N0. 400 VM FRA K DETAIL SEE DWt 10 3110 foa seciwln+ 370,p92 e°92 8 � GRATE DETAIL SEE M NO- 390 PLAN ,CURS Top OF PAVENFr'r i P E = M —_ DIA_ PIPE WEEP FOL.L STANDARD kOVERVU 3/6 _ VARIABLE FOR INu►T--,: TYK SM Owm ISO. 390 {�MIN. lQ , PROJECT SEE1 REQUIRES TWO ORATIES. :Ei PLAN;) VAIM1Ms NO 360 *0STAMOAud s OWMISIZe ARE WIIIAION Ca DCS"ATK)K3- L GATT E R Of UA• TO I. TO IBS UOVAL SUMP WILL �K ALLOWED.. r 2. TOP Cr WEEP NOA AT SU616RADE. SECTION A--A -- unified CATCH BASIN aewe�se DFIAININO NO. 370 (00. 1 o1 21 IF ----------- USED AS SPE IF I ETy1R0UGH 1 MOTES btATERIAL TO bE AHO TO EMO �3�4' PREFORMEDIN�O`ONGFIP 14EMT OR OUTTER •w• 'M ACCOM►�� LutasT ENGINEER 011LT THICKNESS OF CoNC�p[pWrTH DIMENSION E'TAJL. 2 CONST. CATCH bA3 NGT14 OF SODO P.S 1. P,PE DIA. SPECIFIEGATTAIM A �iMUM Cc*vRESSIVE 3 CONCRETE SHALL AGAI#IST UlA1STVRDED EART>♦� IN I$ WS WALLS MAY •E PAS APPROVED ff [N(;IN[f�R.M ,A VALL BE /OAMED' TN p�gUT. EXCE�� TME CONPACT[0 1ST pQ1s(7Y pEtTM GREATER THAN S. BACKFILL SHALL 9E gTEPS !AE REOUIREO IOa 12E CATt� TOP TO WITHIN 1 FT. OF ATOM. �• OVERS BASINS 4 FEET. MSTALL 2 FT. FROM 1VOT'YPICAL OR AS SPECIFIED BY ENGINEER SLOPE CIF P AVE M E HT FOR CURB PLACEMENT SEE DWr- c a BOTTOM OF ^ MOL 400 W .4 sUeBASE ,J a -- g M1 MIH. _ TRIS LIFE pIETE11MTERMINES IELDd SES TABI`E SEF -)Fit - 3�0 ( A ttAN SECT G io Ve MAX. ION A-A. 1 1 O � . -Ta QM m2vii Fm 'm TYLE SM p+NG NO. 340 REpV11tE3 -nmMtATES. LEE d M ouvnN4 N4 380 *OMMOARd S, -OVMIZe ARE "MMOM Ca DE MCHAI OM SECTION B~B udf*a � ge CATCH 13ASIN a�ncY ORAwINO NO. 370 (DO. 2 of 21 JSE 13 NOCK BAR of 6 :.C. VERT 8 3 - 05 a6PS KR1Z. IN CURB II AS SHONN I I A A �B 3" CFV" AT 15 � I NCP1r1AL GUTTER sl-OPE:5% t t i GROUT — i -WEEP �. d -i z fi I-- T- -- i 2 I � SECTION A-A S13T1ON B-B PIPE NOTES. T-iPE w DIAMETER 1) cDNKRETE SHALL HE CLASS MCC, STANDAFO t - 1.us- 10•_12• 2) USE MAW S GRATE DETAlILS FIiU1 OHERSRE R 2 22 STT). DRW3,. n7R GUTTER INLET 3) F6TALL STEPS WHEN MTANCE FROM REOLMRES 2 GRATES TOP OF GRATE TO FLOMLPE CF PEE SEE ORANM lift 390 IS GREATER THAN 3S'. FKM ALL WWSST}iIOIJGH CATCH BASINS SHALL BE awR512f. (ATTER a CURB INLET CATCH BASIN DETAILS 4 Of Sewerage /Agency r Dwg. No 170 4 o A A 2 VC X 1/2 --SQ. EDGE /UT BAR • 3 X 2 1/2_X 311f L I I PLAN I �^ 1/4� "' •� '!/f_X 3' SOFT � SECTION A-A t7►t , 0IA. 14PC W. LW. e•3 w I'. 1 T/f' S'TANOARO le—� I ONENSIZE Sir-n� t••4 3�� r•3 us" 1 REQUIRES TWO *RAT" r --_ --_-- tunif UfAQod�FRARE DRAWING NO. 380 T`fP. A , N GTocTrP. 2yix3140 So EDGE ►uQ T`ft t'- 3 ' 2� T s',2 I i SECT ION A A gCTN ENDS s/1 So (EDGE FLAT 6lW (� E" AL —BANS A PLAN T Y ► t do I OVERSIZE R.GUI#M = ORATES. .p 'S?AN 00- am *OyM,ze ARE wASH►NBTOM O0UNTY MS"ATIO"S, Sewerage GRATE agencY DRAWINO NV. 390 MIN. 3" AG IN 2 LIFT5 ------ STREET AREASi OUT OF STREET AREAS aAw cur ExI STING SECTION RESURFACING 2'OF JIA:-O" °•. .• . :• / / CLASS A • BACKFILL CLAS3 0 - ~ 3/4`-O GRANULAR / V BACKFILL _ 0 - IA- s � v ' W I q \ Uj N � • ° O• ° •O . t Cp 4 'Ell o • , ' C a Q — — •c ' o ' 40 LU �t b a 0 m A a PIKE BASS BACKFILL IN 3TREELAREA3 L IFS/W 13 AGAINST CURB, FILL ROC•% TO BACK OF 31W 2.IF 3/W 13 NOT AGAINST CURB FILL ROCK 2'BACK FROM CURB PIPE BEDDING AND GITYQFTIOARD BACKFILL DETAILS i OREGON °E516" APF'ROVEO 15Y— DRALJN ICY GA SGAL Fn-ATE D"W ING No _ NTS h ,y 3� e + ec O h h In*61M 4�'6✓A�Nd'iYI of J �sossi.,ri�r_c9�rir� \ � _ —QISP!A17J%.-vYJS/.P7 ,rm~,l't/r,vjw - --� 1A�Y!/�Ar 7/ .MAY L ------ ` ~~4 I I I r I ..rrs. rvcr Rr c s. NJ fA M S J� L ^mc- AI(` Mt K M f h FILE COPY, AP'P'ROVED FOR CONSTRUCTION CITY OF TIGARD I DATE t o �t N Cm: + IN O ? }I o � M Co.�WNf/YiYI of W ° tv4s It F00ssi-,rr 11_6:1LM7 i L_--�—6t'L!/•<A107%,r/.►/r/x1 �Q?'n? \��, — ,r- p g: -- --v".v/..no it I � ,ri�c wrrsi nvoei ,vs v47 � ? wt a awn jr V A M ,y y�y Q FILE COPY. APPROVED FOR CONSTRUCTION CITY OF 'TIGARD ire 17 - I I R/W -5 MiN CURB JOINT SEE NOTE 5 ROAp -- o L 2" OF 3/4"-0 COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB R/W 6• ROAD 2 lil II SEE NOTE 5 2" OF 3/4.•-0 COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB NOTES : I. CONCRETE SHALL BE 3000 PSI AT 28 DAYS . 6 SACK MIX , SLUMP RANGE �I OF I V2" TO 3" 2. PANELS TO BE 5 FEET LONG 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , UTILITY VAULTS ,WHEELCHAIR RAMPS, 9 AT SPACING NOT TO EXCEED 45 FT 4 FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME .AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN I/2"RADIUS. 5, SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWAL'S IS INTENDED AS PORTION OF DRIVEWAY . OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC PIPE AT 2 °o SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. WASHINGTON COUNTY �.�DEPARTMENT OF LAND USF CONCRETE SIDEWALK AND TRANSPORTATION DATE I CIVIL ENGINEER DRAWN APWA NO. WASK COUNTI/ Na hiYZe.— '� ,_ AEb_Ey5 NONE CS -- 305 PC/PT I 5' MIN 9' MAX. STOP tGN LOCATION-- p (INSTALL 4 PVC SLEEVE UNTIL P PERMANENT SIGN INSTALLATION Q�P� 15 �q.P 5 8MAX. - PC/PT PLAN VIEW 2%--�- 1/2 MAX 4"PCO,'.CRE:TE - 7_" 3/4"-0"AGG.BASEROCK SEC r'I ON A-A NOTES 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 2. JOINTS SHALL BE SCRIUED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES AND HAVE A LIGHT BROOM f INISH. STANDARD CORNER CITYOFFTIGARD WHEELCHAIR RAMP 13125 SIN HALT..HLVOL DESIGN BY APPROVED BY DRAWN BY Pwa 8M 23397 GA SRS TKLVAOAEOON 97223 ( )d!Y-4TY1 SCALE DATE DRAWING NO. NTS. 5/7/90 i � II II II II ' II it II II II II II II Q II II II � II � II = II � II � II II ! I II II If II II II II II R�' ~RESET UTILTIY PLATES N'12'-0• TYP EXISTING SIDEWALK trror.Rw1R/W11t'' `e o CONNECT UE NG EXPANSION AVE \�� LNE OF EXISTIIJG CURB JONT i`1ATEWAL TRAFFIC 31604 (TTP), NOTE: CONTRACTOR TO FIELD VERIFY ALL D IP'IENSIOPd9 GP.,4C)ES AND LOCATIONS OF UTILITIES AND POI._ES. BLEND UsMADE To WALKWAY. CONCRETE WORK SHALL BE ACCORDNC* TO SPECIFICATIONS W �+1 Q ►n i� N COORDINATE WOR!` WITH OTHER SITE WORK THIS CONTRACT 424.91 FOLLOW SLOP£ OF EXI51I1`46 CURB EXISTING SIDEWALK 5,_m' WIDE BY 4' THICK Sw -- CCmMECT USING EXPANSION CONCRETE SIDEWALK JOINT MATERIAL RESET L PAR IAL SITE PLAIN -- -- TIGARD HIGH SCHOOL PII SW 85th SIDEWALK CD 1 SELIG TEE; 'RTJEDA 11/21/91 ♦ !1 0 " / T S O T • Ib * L A N ! X 10 - I _Y f Li I BUILDING SEWER PIPE, SIZE AS SPECIFIED ! �II i { PLANT FABRICATED TEE FITTING ON SEWERS 18" AND SMALLER. BACKFILL 2X4 FIELD TAP �DN EXISTING SEWERS AGAINST PLUG TU AND NEW SEWERS LARGER THAN I PREVENT PLUG THAN 18". I BLOWOFF 5 SECURE 2X4 IN PLACE WITH TRENCH BACKFILL. SEWER MlJN .OR LATERAL PLAN , EXTEND AT LEAST GROUND 12"ABOVE SURFACE SURFACE —y MINIMUM SLOPE FOR 6 PioF: 0.010, FOR 4 PIPE= n.020. --SERVICE CONNECTION PARKER: WRAP 12-16 GAUGE GREEN LOCATOR WIRE AROUND 2X4 _—PLUG 3/4"-0 PIPE ZONE MATERIAL :�!-i� ,,A►'.r' �� ..." SUPPORT TEE WITH AS SPECIFIED BEDDING GRAVEL, MINIMUM 2`O" WIDE Sl DE BUI LDI NIG SEWER Unified Sewerage Agency of Washington County I 9ctf M I . COMPLETE RUBBER SLEEVE (ASTM C-4431 INCLI)DES A MOLDED SEGMENT THAT HOLDS IT IN PLACE. i i 2. STAINLESS STEEL BAND (9/ 16" SERIES 3001 SECURES UPPER HALF OF RUBBER SLEEVE 7C 'HE PVC HUB. 3. PVC HUB (ASTM 3034 SDR 35) DRIVE: INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED � IN HOLE. 1 3 I 2 CONCRETE PIPE NOTE: ALL INSERTA—TEE HOLES SHALL BE MACHINE DRILLED. unffw INSERTA — TEE apncy URA`N I N,a NO. 360 PVC SADDLE (TEE) I I STRAP RETAINER RIDGES I I RUBBER GASKET SEWER P IPE STEEL STRAP ■ PVC SADDLE SHALL BE ASTM 3034 SDR 35 a PVC COMPOUNDS SHALL BE ASTM D1784 WITH CELL CLASS OF 12454-B/C OR 12364-C ■ ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F477 ■ STAINLESS STEEL BANDS SHALL BE 300 SERIES. FULL. 9/16' WIDTH BAND, 5✓16' SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CADIUM PLATED, CARBON STEEL. INSERTION HOLE SHALL BE CORE DRILLED. i i PVC GASKETS p uin1w SADDLE UfA agem RA N I NG NO. 350 a0 `r MIN. 3- Ac IN 2 LIFT5 STREET AREAS I OUT OF R STREET AEAS w aACUT- _ EXISTING SECTION �T; 2*OF 3 RESURFACING 7� /W-Cy . o : '•! CLASS A •e , - / eAcxFrLL ' s 2 o"-- _• CLASS B 314=O GRANULAR '� v U BACKFILL • _ 0 - v O � - 13 • \ O Ztu cu d • o ,� � O J 11 4 �•T—o--:-- o• • e �� O ct T •Q 1 Z_ �. •e I O •v / Wtf 's a •• 0 co • e o PIPE SASE BACKFILL IN SM#r AREA1 L/F1/W Is AAAINIT CURB, FILL ROC,% TO BACK OF 31W 2,IF B/W 13 NOT AGAINST CURB, FILL ROCK 2�BACK FROM CURB CITYOFTIGARD PIPE BEDDING AND �y BACKFILL DETAILS OREGON QE,G�A PAY Ar-TROVEU By DRAIJN 8Y `-)CELE OATF NT5 DI2ALJINC No. e)/x/88 52- Q{ � 63'�bd8 �11�1`J� ►il t��d �� ,J _J cc 7 14, p I i fillEn if h IT TM 0 _ 0� Li /} l ` \ • J \ W W O-I 1 I1 j IR � \ Q 0,j ut �F-to 1 11 r \ u1 0 o ^ ❑ �u urZu�a \` U\ \ Z2O LL_ 'n j V I 4 a Z u� a r c� LU ce v\ y l z IIJi a w12 Lo of wMr►� I CSI�\ \ 0s�.�`i 0 W ►1® u' 3 w n3� d n J \ W 3CL t \ I W p '•_� (rye ry �}.� I I �` � � Q � r� � 0� S Z \ W U O ui rn C, a� I O LU U,Lu U1 UQVQV I