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BELLWOOD NO. 2 SUBDIVISION A B OD E RH IJOTL S- 1. AU_ 'AlORK SHt4I_L 13E 000E 10 COUPOIZOAk.O., WITh THESE RLAWAlk!,, SPECIFIC0'rIWS WHICH F)CCOMPAUY THUM, AN() WITH THE U101FIF-0 3.3 34 SEWAGE AQF--NCIYI (L_). S A )/ CITY OF TlGtlkt�)(CITY) STANDAIIII!C)'S. IN T THE (-ASE OF COWPrLICTI THE 0 5 A. A%) CITY %TAWE)AIZOS SHAi-t- I TAKE PRECEDENCE. ?cv/,ff'.-Ov ?- Q0 ITENI OrZ PHA;E OF kOlc' K HALL 3E (_L)ftSt0rZRF.0 COMPLETE UNTIL ACCEPTED BY THE CITY, OF AND THE ENGINE.Ei: 3,' ALL. TRENCH BAC KP�LL MATERIALS AN!-., MET' %DS SHALL RE IN )S, 109 /00 107 /06 /057 j /0 41 CONFORMANCE WITH CITY OFT—IC—ARD STANOAIR - L w.s r L1,000 1�Vv*l"AlH /4 3 4. ALL PF-fe-MITS AND LICENSES NEC6SSAQY �=Ojt OrZOSECUI ION4 AWL' COMPLETION OF THE \AIO(-eK 'SHALL F- BE SECU* 0 AND PAiC) 915 0 �:Oq_ BY THECO07QACTr_ PRIOrl TO COWAMELG NINOF L I 1Q E S*99-5"D /W 6 7 9,6. 6 L� C,'_)NSTr2Ur_TI0N, L our I _1� 7 CX�.,- S. 'T146 LOCATION OF F=X1 STING UNOERGROU00 UrfLiTIFES SHOWN 7 /A/ S77 ON 'THE �-' .AINS IS �2ACCUfZATE. INPOTMATION ONLY 2 71-7 . - __— _____ -_-,._, AND Nor 91 --]- 0 - - I -) -ro 4. GUA RAN T,*�.EL 40- 010 40 25 C s P L_ 40o' CPT N ' 44( (o. BEFORE COIAIVISNCINQ CONSTRUCTION THE CONr"crop- wt r o.0 40 NOTIFY ALL N m 09r 8;1 c S P SHALL, No PEI TI COMPANIES OR ACS IES T a L 'WITH LiNDERGROUND FACILITIES IN THE 0S AREA 50 THAT M dl F-ACILITIES MAY BE ACCUfZ/%T`E`I_Y L-OCAT&O " I,E ,• PJ-wsfc 7X 0 GAS, TELE PHONE, WATER, STORM 4 SAN I TA I-2 ,r =Tr- se WE lz S, et,l 5 _44 j-?� i_()P d I S9 7 ALL PIPE SHALL SE COOC-12ETE SEwEe PIPS Cokwolzmj" 70 IE ",c)E '41* OUT 4s rA,? .-PlFc C-/4 Z w 8 ALL •,FfZvIC.E LATERALS BE IDIH, 87 98 M I _ \ r, 2 91 or u N 64 10o�00 A*H A- IV -3,-.TOP Z-31.p 2- A JE 7.240.83 OOT Stat/ ethic p O-OZ57 ml-.v our PPLA C E BUIL T 1.L_L5 cj W Ilk" 7 W ff) N 0. 77 76 0 4" aim (Z F 3+ 1 ------ I 61 dr z Z8, �F v/S j- leeRA)ID sic)1e.-wce NN Lp W (D. 80 IN LLI 7f CL)rz L 00O. 0 0 ............. 77 78 f*% .32q, To -S 71, 3 Pf) 2c). -r 1012M INLET rr EXI G , S IE _2Z -0 co fz E) /1_11�)ll e�lp 0 Oto 3-t of.) z-p'00 t u o �tou 00 \o - _ - --G-- LINE PRQEILL (:S- W, A',')7'H,�c I?/A,)& S 772&--,e r L cs P V r_era0q71 V C I N I T Y M A P /,F 2/y, e,0 oc/,-- 21,9 q *,:�A:l T _AL E) u 4-- 7, Ex,sr LluC-S N IV) in ��N N N, ti uj N N EIIST. ROUND SURTACE ON 4 . Ik o N N Ole, QiN 3 0 41 CSP ................. 2y7 sp plzo.)Ecr Qs 0 0 �TlOk) ZS 7 Z zo L IF 5 1=1 2/0 7,4 C:jq 6)joo 0 oc F- L N PR0 Fl LE ('12 7 t!!/,!;�vs le Wl(-4..S rziL ,) REFERENCE INFORMATION AND NOTES. Pp DESIGN 1-4&1j. , 114 = ()I 11-SL TRACED BELLWOOD NO. G SANITARY SEWER JOB NO. 11, T I-lA I 1-)1.5T L 0 F'F- , IL)V, F-L, V-�E c 1-7-716 1-1 IL CHECKED SHEET &A "90DED CIN 7'N Or- 'FEWLe0 I�ATLZAL ', 'i rc, it" 101141 AS BUILl N11('1VIONAGLF, Amm()(l.lA'VFm j ZH DESCRIPTIO�l sue.. APPR. V ATE DATE WN)M 04-W. COMMICIRVIAT, t/wrumprr PLAN Ek PROFILE REFER TO TRACING FOR LATEST REVISION rmARM 01141040?v 0472-219 OF 1514ANNON CO A E EIELLWO(31.) N0 464 �It�jlllljl IIIIIIIIIIIIIIIIIIjIll ly, Iq I Of "WTI --T11 Fl "111 Fi'l'R MIT"I III f I I' ' T NOTE: IF THIS MICROFILMED 0. 2 3 4 5 6 7 8 9 ib 11 12 DRAWING 15 LESS CLEAR THAN THIS NOTICrrr-11 15 DUE TO _,AIE QUALITY OF THE ORIGINAI .-ObRAWING. Ot 62 9? L2 92 S? v? E2 LP Z 111 02 of 91 LI 91 r,I t,I r 1 21 11 01 6 9 1 9 s E 2 JUNE 24 19 9 2 wAmmmmmm_ rmww�q�. aw qmm�I so 'IT AL. 1-4 L_ C's A • C D E F O H I • I I I I I l � rwlf7 =E�z1y.1J 7f(P az C, 0. C._0. 1/E• 22.89 IE /93 4� IA1 S' s�o•o IZoe-,ts r - i 70 4v /y * aa z 2., /2 CN9� L 3 - <` `W g /?"C TC= 11,70 � 1 i I i I 14- 1 ( -1 � I / t03 c /u i' I � •� :t ,•• , ` , : ( ,d I / 718;x"2 8 /06 l DS / �. .,• 4 , N i y I` /E 76,0.!r`o✓T StCQKl1TNE 12 Wt i St37 IIJL.ET 7+17..52 RC, T,C, ZIO.AI 01 81`31 C•O, 114t1S.9� 11V 4)1. Tc cIG t TC tl1•� s0' o ." TG z.Z I .22 � Ita Z/Q.� .._..-1..-. _.. . .•- ... .�' /I4 . ,i S , y� / I ._.. ..»._... _.._a _ __ N S /N r in _�zz , 4 ", ', S .W, "' ti s P319 4!P; 40'' KATH RI I�,�E -� ST. - >�gx$'40"-E GPp-�;\ �2 .. / 7 v KATIJ GR,110E /res O,r� _� l!� `SOC). 00 - `` --s► 0 aL�J6.QO / -Z/7 SaO,��C�Z.. Tex at: 7 ni ,al' __ IJ "1 1 -- - - a�`li Ot3_S /`'G ' •i, c 32 'Z 2.C� 1 yX /ULfr �; � � 5+3 7 1A�LEj$ o .G, `'- x,56= .,Q�� TZ/4 02r /. -r,c, 2 23.03 /4+gA9S PC � r c zi9. AS X0.3 O .y ,E 213 7cc i q : I� I j m E Z! 0, 3 S-3 S /prr-� F4 C,* Z. • . T.C.:.10.4� 90 8 `� � C� © r5 .j '�� '. G 2�9. Q3 Vic. 2►3.Z S T4 � i--��-- _. _._:. _..__ ......,_ � � i T.C.z11.87 /00 N > ; 9 -7QZ � i 11 i 7' I I ( 2s/ S/ i 3 (BS g � J " I Izt94.l9PcIZ I l /71 Let IV ! - 2ZD, •� !Q ' /rt._d•,,�,�7AC,2 2 CLASS t3N,PN. CONC. A 1. ,. 8� 2 r 2t33, Ar-Coo? Tc.Z�S•is I� I - 11� 2 - > ZE"- i (�71FZR.35' e v4,YFr-*.l T'r ez T c Z2r CU RVE DATA _iii_ i - - _� � - _ � + _ S. irs Sol) x110►_1 111�� ar9: . `, t0 _,�_u�:'Nl i_ 33• �.W. WILLS P,1 • �i, � i 4 .7 //- 0/-00 �: 11 -'^ - �ZC T 4 PLACE .._ R = /9�. 4 �� , ,,_ r_ � � �" THQOc1GN otoo 1 ' - DRIVEWAYS 2451. 6 0 -8d 48�G -W t 4.7� Q ti I WILLS I Lac L 7. fZ `' -... _ �� „ �I T. C. 225.E - T= -ns,�� • • FU(.L °` b I t 14�.!_!, F-.G- I C*j T,C Z $ � � T.C 232,�i s ; 9s da !z= zas, 04 TYPICAL STREET SECTION J 7 11+7.i.1 i; C� ,�1.�(,ET ` s L * SO. PIC NO SC:A L t � cC T,C, 22�.a`f ~ � 1 T- 2S. 54 E lrj �9 ? 78 P LAN M t B 3 3 CURB _ yw8. 7�i l, , A I . f4 I .La i ILLJ Wuuuuj t-l/Z'NVW)JI 2"X 1/4" Angle iron NOTE' 33006• conw*sirt IL � •-_."....• strength concrete B USE STANDARD eRATE WITH 3/a"x 2" IRON DAMS- 2"@.C. Rx its Re 1/2" WON, • CUR• 44 Conc• Tilt .' „ • Weep Drain ' 4- 446 x 10" LU IJG GA1.1/ AiNrne� • ' 9 UM�N� i 1i1M na�N 4 + . MACH NOTES• Q ! osiMoe +• � t_ocat!:,/ 1 •' . - �,ULT/,VA S H E 2 I. ALL WOcZK SHALL 6E U00E 1N COMr-OROANCE WITH 'THESE ('!_AIDS AND SPECIFICATIOPS WHICH ACCOMPANY THEM, ANC) WITH THE CI Y OF TIGARD STANDARDS . IN EVENT OF CONFLICT BETWEEN - " ` - ; ,� ' z Y ' � . �L"-"' • '• THESE PLANS AND SPECIFICATIONS ANO THE CITY OF TIGA20 STANDARDS, THE CITY OF TIGARD STANDAR�'DS SHALL TAKE PRECEDENCE. GRt7�u� L1uF � 6`0" 2. NO ITEM OZ i�-tASE OF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTED E;Y THE SECTION �'A `/��\��[/M�� CITY OF TIGAR'O /r�i`lr� THE ENGINEER. ----' I � i 1 ' I "„ 13 3. ALL, TRENCI.1 13ACKFII.L. MATERIALS Ar-40 METHODS SHALL SE IN CON FORMANCE WITH THE I + ' ! ' CITY pr T I G A R 0 STAN D A R D S . i L ` /4-OCG, /4-Q C.C�� I �, OM i STANDARD CURB 4. ALL PERM TS AND LICENSES NECE SSA RY 70(Z PkU 5E CUT 1 ON AND COM f"LE ,TION OF WORK I I I SHALL Be SECURED AND i�AID FOR BY THE CONTRACTOR PRiCk, TO COMMENCING OF CUAIST I I I ! I I I I NL � I I I I I I 5 Ttiic_ LOCATION OF Fltl STING UNDE2G2OuNU L)TILITIES SHOWN ON THE PLANS IS FOR INFOIZMATION L_� i ONLY AND IS NOT GUARANTEED TO ESE ACCU2ATS. �4„ 6, BEFOEE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL. NOTIFY ALL PERTINENT COMPANIES OR AGENCIES *IT`H UNCI_RGRCIJND,FACILITIES IN THE JOB AeEA SO THAT • EACIL.I'i IES nnlwY glv ArCU2ATEL.Y LOCATED ( I.e. : BOWER, GAS, "'-ELE(�HQ/�IE , WATER , STgiZNI C T /-� N VA � � STREET B�A('cl?ICAD� s__ SAtJ1TAR�' SIEWEk,r. ETC.) ,; 1 '5 (NO SCALE) RD 1""ENCE INFORMATION AND NOTES: DESIGN ' - 2+ N SCALE BELLWOOD NC. M TRACED Z STREET IMPROVEMENTS OB NO. UIL'i .... ,�«r� ,/ CHECKED k �` r SHEET A5 k3uil:T- C.= . IQV. EL. . CIST, 5LOPE LOC, EC i 7-'7(0 �?,.� .., - �.AiY )?�. r (�11J J �� N. IAItRIK - Nt( MUN.N141, , ['kMMO(:I��'I .�.Pl REY. DESCRIPTION SUB. APPR. DATE �; r: �.�wICNI+IN 111CNIr••"1•N '1771.t•1. • REFER TO TRACING FOR LATEST REVISION DATE !11".11 r1.w. (10AINIKFICI,1r, KTupmrr PLAN N /�/7Z '1'lla A Itll. !)F�N:ll/IN II'f9f1:1 -•� OF 2 BEL.L_WOOD 1\10 A � C I I I '. i- ¢ hal ._ OF 111::1 � � `1 � E F a 1 _. ,Y..vJr (glil�t,4r4q. .....tl.rw«p:,.w""'w!'sT-TMT+...-•..._.., ... _.. .. ...-+- -- - - "r- Ra. _ � + ., .)5 . w 1�rIIr�Illlllriil'1111,IIII1jIII�11�i�i�11111111'III111irI111-IIIi�Itlll (I •�(III�11rIIl �111�11 1I IIIIIIIIIIi�l1IIIIIIIIIIIII111)IIIIIIIIII111IIIIIIIIII{IIIIIIIIITIIIrI1IlIlI1,1I1111111I111111I "T,nT..-:�N . 1, ; - - --_. . #., •t _ - i __ NOTE: IF THIS MICROFILMED 1 2 3 4 5 f _ 8 9 IQ i I 12 .. r DRAWING IS LESS CLEAR THAN THIS NOT IC -r-IT IS UUE TO ,- THE QUALITY OF THE ORIGINAL ,rr., ' DRAWING. ----- OE 82 82 a 92 Sz 1,2 F2 zz 18 ' 02 61 H! LI 91 91 t,I E I ;11 11 01 6 9 L 9 9 r b EI-- z 1°1•"" / - F!I{InIlIul�Iillluu�unlnn{ulllnl�lU1l11tI11HIIu {mlhFu{nulnn{ullluilllnllln111111IIINIIIIIIItn{unlllitllUllullllll Nllirltlllilllllllllllltllllllllllllill111lllll�lY{14�It1lnulnnllulllllllllllllWlHlUlilllUll�lllllJlIEIUIIIIIIIIIIIIIIm oil 1 JUNE " 24 1992 0 o. �� in 6 Ns) 3 VI �RI4�k � ctnroFn�a� MK911.�OIC7N NIllIY,gEOGN 1 Gr1 N 1 ,.�r„i�a�e a. ��y�h �,Kt uJ��e,4► W 7 G�w 4Trrry►��.� -------- I2420 1 W MAIN -O KM"M YPOAM.OMOON Orm nl&"4t11---- � J r TITLE INSURANCE COMPM 7744 DECLARATION OF CONDITIONS AND RESTRICTIONS I on r� BELLWOOD II WHEREAS, the Declarants have filed for record in the office of the l= County Clerk of the County of Washingtopi, State of Oregon a plat designated as Bellwood II. NOW, THEREFORE, J. W. Brayson Builder, Inc., an Oregon co does hereby certify and declare that the following reservatione,ocon- ditions, covenants, agreements and restrictions shall become and are hereby made a part of all conveyances of property within the plat of t3ellwood II as the name appears on the official map and plat of which conveyances the following reservations, conditions, covenants, agree- menta and restrictions shall become a part by reference and to which they shall apply thereupon as fully and to the same effect as if forth at large therein. set I. TERM: These covenants, conditions and restrictions are to run witTi 3;Fie land and shall be binding on all parties claiming under then for a period of thirty years from the date these covenants are recorded. 2- LAND USE AND OCCUPANCY: The said land shall be used and occupied only or res en7TaT purposes and a priv.i.te garage and other building Incidental to .resid•2ntial use, and no buildin ,, or any part thereof, shall be used or occupied for a flat, apartment, 'iorpital, institution, garage for hire, store business, manufacturing or commercial or for occupation by more than one family. enterprise, 3• STRUCTURE: No structure shall be erected, altered laced or mitten•-Torema]n on a,'y lot other than one detached dwelnotlingmore than ztwodcars,sandiother outbes in uildings aIncidental to resi- private garage dential use of the lot. The ground floor area of the MkIn structure, exclusive of garage and one-atory open porches shall be not less than 850 square feet in the case of a one-story structure of lege than 80o square feet for a dwelling of more than one story, 4. BUILDIl:O LOCATION: No dwelling or other building shall be erected. withU '2771 ee o Me front lot line, or near^r than 1.0 feet to any side streec lire, fro building shall be located nearer than 5 feet to an { interior lot line, except that nj aide yard shall be required for a j garage or other permitted accesaLry building 'i.ocated 30 feet br more from the minimum front building r. tback line. No dwelling shall to located on any interior lot nearer than 25 fwr*t to the rear lot line. f For the purpose of this covenant, eaves, step.ai and open porches which protrude past any set-back line shall not be construed as a violation Of said setback line. If !Pon the erection of the first improvement Upon any of the residential lots, which are subject to these restrictions, Page 1 of 3 Pages 905 i .-..til/14Sypry�1'T'�-Z7{?It�Tt,J1[37xS.Zi.•4�....i�7�R7G:.�1_11i\�'Y v IM 744 -d disclosed by survey that a minor violation or infrinperent of the setback lines or sloe lines has occurred, such violation or infringement may be waived by the written corsent and ti.aiver of the medicators herein, their heirs or assigns topetter with. the Vritten consent and waiver of the owners of the residential lots inrediat.ely adjoining on either side Of the residential lot, uron %,hich the violation or infringement occurs, and such waiver stall be binding upon all other ovm ers of the resiaeniial lots V+ich are subject to these restrict ons. t sucFor the rurrose of defininr a ^minor violation" as !erein contained, h violation shall not be more than 2 feet beyond the setback lines, or the sicie lines as herein set forth. This provision shall a� rly only to the original structure and shall not be applicable to any a or repairs of such structure. iteration 5. ADDITTrVAL ''rf:LTET?S ctfer`outbuildTne ss a1atNanyrtimerbe used, as}acresidence�terrorbarn arily, or rermanontly, nor hhall any structure of a temporary used as a resivence. ciuracter be i 6. -NUI^ANCES: Uo noxious or offensive activity shall be carried on anon any lot., nor shall anything be done theron wtich may be or may become an annoyance or nuisance to the neighborhood. 7. EAgEt';I!_�S. Declarants hereby reserve to themselves, their suc- cessors and assigns, perpetual eanerents under, ovar and across strips Of land 5 feet in %,Idth running alonp and interior to all lines of each building site owred by it; for the rurrose of erecting, constructing, raintaininp and or.erating sewers and drainage systems, and poles, ripe s, wires, cables, Puts, anchor and ccrduits for liphtinp, heatinp, rower, telephone and any other method of' conducting and performing any public or quasi-public utility service or function beneath, upon or above the surface of the Around within said 5-Toot strips of land, and declarants reserve the rip,ht to cut and/or trim any trees or other prow,,h on such 5-foot strips which may interfere with or menace the constructions, main- tenance or operation of said utilities. 1:0 outdoor overhead wire or service drop for the distribution of electric enerpy or for telecommunica- tion rurroses, nor any pole, tower, or other structure supporting said outdoor overhead wires shall be erected, placed, or maintained with this subdivision. All owners of lots or tracts within this -1bdivision their heirs, successors, and assigns shall use underground service wires to connect their premises and the structures built thereon to the under- ground electric or telephone utility facilities provided. R. SIMM: NO sign of any kind shall be displayed to the publdc view on any lot except one professional sign of not more than one square foot, one sipn of nct rare than five square feet advertising the property for sale or rent, or .3ipns used by a builder, to advertise the property dnrinp the construction and sales period. An appropriate entrance warker is excepted herefrom. 9. LIVES'T'OCK: Vo animals, livestock, or, poultry of any kind shall be raised,bred or kept on any lot, except that cats or dopa or other usual household pets may be kept, provided that they are not kept, bred, or maintained for any commercial purpose. 1 a PfL�C 905 rAG,1/91 Page 2 of 3 pares �.,..� •'S':SJ.:::.:."&"�:3•::Ttif-....:.,a�: _ ..:.:•,ate:;�lJ'�-+- h LTi✓:.,:+wt�vi.:.:►�.:i�.RA'..w+.....r.,...� f!. r'r 10. SANITATION: No lot shall be used 7 7 4 4 twined as dum in for rubbish, trash, garbage, or other waste and all such materialround shall not be kept except, in sanitary containers, and all incinerators or other equipment for the storage or disposal of such materikl shall be kept in a clean and sanitary condition. t+ 11. APCHITECTUF,AL CONTROL: No building shall be erected altered on a;loI—t until the construction Placed or a plan showing the location of the struct.urelhave abeen pappriovedibvsthe d Arcl—`actural Control Committee as to quality of workmanship and mater f ials, ha,..ony of er.trrnal design with existing structures, and as to location with respect to topoeraphy and finish grade elevation. Eo fence or wall shall be erected, Placed or altered on any lot nearer, to any street than Lite buildinp, setback line unless similarly approved. The Aby rchitectural Control Co.nmittee is composed of three persons designated thethe membersrofPsold committee. I netheteventecfgdeath osinated ar resignationy a majorityoof any member of the corrmittee, the remaining members shall have full authnrlty to designate a successor. Neither the members of the committee a nor iLs designated representative shall be entitledto any compensation _ for service9 performed Pursuant to this covenant. 7,he committee's �,� approval or a:caPProval as required in these covenants shall he in writing. In the event the committee, or its desipnbted representatives, i fails to approve or disapprove within 30 days after plans and specifica- tions have been ubmitted to it, or in any event, if no suit to enjoin the constructi, , has been commenced prior to the completion thereof, approval will n0. be required and the related covenants shall be deemed to have been fully ccmplied with. 12. F:NFORCFVENT: Enfcrcerren'- shall be by proceedg or attempting to violate Ings at law or in equity akainst any person or persons violatin any covenants either to restrain violation or to recover damages. j Invalidation of any one Of these covenants by Judgment or court order 1� shall in no wise affect any Of the other provisions which shall remain t�1L in full force and effect. Any breach of these covenants shall give the , declarants, their officers and agents, or any owier of the land in said described area, the right to com el P P- performance of these a ,reem.,ents and - to abate and remove, at the expense of the then owner or owners of the ' 4 ' property and structures or erections in violation of them throug}t the court or courts having Jurisdictions in such cases. y...! rbated _ tK J. M;. RPAYSON, .SUILDER, INC f - o ^TAT F, OF ORF;r,ON Ry —_ < e COUNTY OF Asa: president { 1, the undersigned, _��!��,� +'w that on th is "day of - �"� ' `Q hereby certify me ( —j � r 1 / , persona l aPneared before �` who bdinp duly sworn did say that he the said Q JBra son , ; . guilder;• , w o execute tis the President of J. Yl, BraYson, r ri V , rd Fe same freely and voluntarily. i IN TESTI6'ONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year above. Pagrapes �5 racE 6?2 e' .of:3 a I' .... ---_ - --• •^miss och egcpi a i� -1�1.; _.��__ •- 01. A I B W 10 oymboMwmi, .Ww I III WWI "". . - $ �-71 MtL3 4 84M4 tit' JOE —V J& ------ X-7 7r, last 4 'Alt Of 2 A 1214100�A V: VJ V 2'7iw4w Vp 09 q 0 791 2UM322rie tur larr;:8 898 88gr I ',h SAS 8888881!888!8381888888 4, 888 8�2 20gggg iZ 8 8 8 877AM0812:1888 BM;vuR82 8 1 Lf) j T A 6 L. N 14 14. 'Do OD t- Ot &- 00 Ok V '0 IL Zj ry) 0r$E0 w UQ 0- & ki P0r, 00 1 V.. C' 00, 6! gs O&Z 49 0 8,L 1.10 N Wgot 00 00, LIJ 00 Lo t J 01 00 P, Q 0.1 0",o oor 1.10 S4 oa Yt 1.21 fy wj� ;AM 17, .91 01,11 ION I-OA 11 p 10-h 12 001 0 001 0 so 's f 04 0i _31yyI 4-0* VIS'N"It OD on, oi 02 11 10-M V) 64V 0 Li0-06 a) to zBAW 06 z > w LD 0 _7-55 co (n RMWIRMAL C w ui t j i j l ° o(n M r + V)3 vt 6a �2N \ F61 t% qKa vi 5 vs YY•Y I �y°� P Ig Hz I 20 41x• H OZ ` z �� a cr LO �aQ (�� 1L o,N �o �•n� F�,� T� pp ' per p •1 I 79046445 RESTRICTIONS AND RESERVATIONS y for KELLWOOD NO. 3 To the Public- KNOW ALL MEN B1' THESE PRESENTS: That J.W. B,ayson Sr., J.W. Brayson Jr., and J.W. Brayson Builder Inc., an Oregon Corpo-ation, are the owner` of a certain tract of land designated as Bcllwood No. 3, said Bellwood No. 3 having been recorded in Book of Plata, Washington County in Book_, page! Aoib, on November 1_1979. 4 FURTHER, that J.W. Brayson Sr., J.W. Brayson Jr., And J.W. Brayson Ruilder Inc., being the Dedicators of that certain tract of land designated •�yrl.ti as Bellwood No. II, recorded in Book of Plata, Washington County In Book 32, page 17, on December 13, 1972: and for which said owners have placed VTV-14w;• of record Covenants, Conditions, Restrictions And Reservations in Book P 905, page 620 of Film Records for Washington County on January 16, 1973. TIIAT THE RESERVATIONS AND RESTRICTIONS, as contained in the aforesaid recorded instruments are hereby declared to be a part of all conveyances In Bellwood No. 3, and to apply thereto as if set forth in full herein. Dated this "bay of November, 1979. •- Nanrimsr. J.U. Brayson alder I w tt�•kti. Brayson 3r. J.W. Brayoon Jr W. Brayson Jr W 40'er•� STATE OF OREGON ) �..'.. as COUNTY OF ) ' + f4r +' BE IT REMEMBERED, that on thiaq d day of November, 1970, before me, the 4 3 underslgnrd, a Notary Public In and for said County And State, personally Appeared the within named J,W. Brayson Sr. and J.W. Brayson Jr., known s to me to be the Identical individuals described in and who executed the m s.r within instrument and acknowledged to me that thfy executed the some freely me and voluntarily. i ra ' r r Notary Public for Ore on rrv .A:z. a O My Commission Expires: G r 7 C - � A .L r. STATE or (MCM ) COUNTT (W as I, the undersigned -0 'W, �, P that on this •j �l,day of Novemher, 197 -- a^'f hereby certify J-W. Brayson Jr., who beingsworn did say rsothaally he, appeared before me Jr., In the Preaident of J.W. Brayson Builder, Inc., a said J.W, Brayson the same freely and voluntarily• end who executed In testimony Whereof, I have hereto set my hand and affixed my official weal the day and year above. Notary is for Ckegon + r My Commission Expires: After ReeordinA-Return To.- J.W. o:J.W. Brayson guilder Inc, 11059 S.E. Division •+ Portle-nd, Oregon 97266 ►�`'�.`'_i-. '`.,t�p'r'. Hart or oRtooM � 1 rearm.of W shw,"a, • r., .-, . ,,- I Rogsr Th.-&"n, I,Y.ftler d Reuafda , �', ✓ r• and Flocf r•ne and F.Onr,f Rac..nfef al Can- �` ""'.7 .7.•.•..o-• •�.f•s"•tJ•! rarancH ler Ned eou`" un ha"eeffdr that _ - '4- fha wdhm vvurnan)of e,nrni was facewod .• -,1♦ ....r•a and fa�mdad rn boos of fecafda of N,d count►. - ROOFR ti�paA59FN.OWetef of Remrda 1.k4nlwr i �.c Q' NnV 9 2 is PN't! r,.utlrt'fwf'.w.,.ar..�tsi.afte' r M • �o O 3 wcr .asa' icy:kc,� ak_p�a i s��a«�r^aattr�bnarttrcaesd.. kaarya � t,z o e x i �' i i a rmfiiaa� � g��aakksyaT � bk � 3 N, OV L' S IF 91 e a 8 a S !M=PXR=S!A,C,SPS7::GXx;;1.4943R:"J•9�Ram v p sm�a�e>aatia=xdre�x:=�dad+�^asa_a.n�a^ ^ a + 2 0 W 8 n C C R S Rkgllaa'xxRn�slkx�9rb -x0�ga��a$ S O 6 G z ; r y y e d z �exdtic ��aa^�d:adxaaxi=�audaG G a O _ a w= Q' _ 5 B !9 8 8 8 8 R 9 5 R$$88$$8$814Y1$38B88R8R8188R$Y�YIYIg+' ' Ln 3 m o a 3 3 9 a e a 9r^ �i�Psr�3sx�x ggc�c� 3c... - a o o z o § v k a b b b sprzer j r ss; r z;N�s �.a.. .... A. s = — a = pp a b bassaa�r-wn�i�� ^-ara:s� a w�a_ Q g h k !a Y V k§a9sks J zea wS w =o , m 3 �7K---------------- N J ~� auaw Ku O VA m m 10 IN d .u.w. •��° ..u: '.:dSEa..- —'---i'4f,�is– - - L 6 J I p AWP N9 r v. .'R5�9vs �3� ! W wrn }•i ��k�,�&��-��; g •{ +Y~N q'.. .1 � ti49 f 9:1 11�!a-p_. I dlltit Ie I : s4�sa� Yg „e r I • : a �uo ;C o ° , o is O] K W h O Z- �B h 0 � z 5 ya WYE N aWrt n ol a V II' J o Ir W 1 N .J WI1. 6 SIX C h 1 Ld www g ��a � � n g LL QQ q a J Npr,r n t r � IV, E s Ift • 1 �rw.r.wnw�rw�. 1 V CITY OF TIGARD, OREGON RESOLUTION No. 76--21— RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVE- MENTS .ONSTRUCTED WITHIN BELLWOOD II SUBDIVISION. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, storm sewers, sPnitary sewers, undergound utilities and other public facilities for the development of subdivisions; and WHET,EAS, the City has required the payment of fees and fhe execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year. . . ."; and WHEREAS, said Certification has now been i :ceived; an?, WHEREAS, the required performance bond has remained in full force and effect throughout the normally required mintenance period of one year, and WHEREAS, no deficiencies remain to be corrected therein, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon hereby acce[ts the public improvements constructed within Bellwood II Subdivision, said subdivision being recorded in Book 32 on Page 17 in Washington County, Oregon, Plat Records. AND FURTHER, the City Council, herewith authorizes release of the aforesaid bond. PASSED: 11isl�P_�:: day of DcG,n� _ , 1976, by the Council of the City of Tigard, Oreg ,n. ayor _ i ,. c t Retarder v ,, HARRIS-MCMONAGrx ASSOCIATHIS A NQ INV.F.HT/-mur NVU VORA SW5 H.W.COM M(CPCI AL STREF,T TIUARA,ORMON 09223 Tcl.(crlloNc (603) (3311-3453 October 27, 1976 DLj John Hagman i! City of Tigard 12420 S. W. Main Street CITY Tigard, Oregon 97223 C� TICia,1 p Re: Eellwood No. 2 Dear John: On behalf of our client, J. W. Brayson Builder, Inc. we are hereby requesting that the requirement of a maintenance bond be waived as the performance bond has been in effect for the required length of time. Sincerely yours, JAMES R. Farris JR11:ds I September 28, 1976 P.E.G. Co. western Division 14655 S.W. Old Scholl.s Ferry Rd. Beaverton, Oregon 97005 ,(as Bellwood iI Subtivision Dear Kens 'Chis is to authorize connection/enerwi.zation of (11) eleven street- l+.gnts in "phase 'I" of Bellwmod subdiviniou, and to a(knowl,!dge billing commencement via Schedule hl.--Ontion "H" therefor, Very truly., John ,. ragman tient. Engineertng Division JSH/fs ccs file t-iky Accountant r r r r r July 9, V176 harris-McHoaagie a Assv,. 8905 S.W. kommercial St. Tigard, Oregoit 97227 Attnt Mr. ;amen Harris Ke: Bellwood ?i Subdivi a.on Uear Jim: This is sent to you as a reminder that eleven t.11) street lights for said project have yet to be installed and energized. At had been our underatandi.ng (3-11-76) that inst.ailatlon would commence in April ; ►egretfully, it didn't. Since such .,ork is the only construction item holding-up acceptance �f the project, it would be appreciated if you Could again pursue the matter, Very truly, john S. Hagman Sunt. 6nginemr!ng TAvision JSKI f s ccs file � A tt.0 1 L W arC�` r Ilion 77 r 2 ISS 14I C~b✓1c1 Y v%-, S .i � r,. .1'r t v 1� ��O �'1 Ce�cX n�'►�M �•,yr �. 9 o � Mwrch 10, 1976 Mr. J.W. Brayson, Sr. 7603 S.E. Powell Blvd. Portland, Oregon 97206 Re, Bellwood 11 bear Mr. Braysont This is tc inform you that we have recently conducted a 'progress' inspection of said subdivision= as requested by Mr. . Al K.alkovan, of Dale's Sand & Gravel Co. , acting in behalf of Mr. .jaines Harris. We found all previous (project) deficiencies therein satisfactorly corrected by Mr. Kalkovan, with one exceptions installation of streetlights. In regard thereto, Mr. Harris has confirmed ordering lighting component materials and, yesterday, assured us of the intention to proceed with installation upon receipt of same. When the lights are installed, upon notification thereof, we will Inspect them and, if acceptable, will authorizes P.G.E. Co. to energize the units. Thence, upon receipt of either item wl or item 02, as iterateO in my previous letter to you (dated 4-10-75), the City will be 'ble to accept the project as per our agreement. Very truly, J.S. Hagman Supt. Engineering Division JSH/fs ccs file Mr. .lames Harri9 Mr. Al Kalk.ovan Or J, vJ- ura 4coM rsILK:�II c 9/2C)!,. �• ; �tl�wnr� l� De.�I.Y" til� , ��.► � I�a�..• 1 L 1 S. y'6` I v�YC Y vvt ��t.q �r•�" �,t�G`-�� r G�C N+l y 1 C Cti�hGtNG CLQ► p► O�tPr- IHLI,C. �lQ ►� G� S31 lvlb ClIJIL10 ✓t rt ,,we- '%lC At Val. olzp " of Da �es 4yrave C�'. �etl -pct In bt�al� ott �'�r Jta.wtC S 14S.rrIS. , C }Ort✓� =0 l ►-e.V 1 J N G.+tG7 Gofhec7 Ml" I<OIFOVati � wIIL`� C✓ f' etriGOtlaH 1r"" : ts11ik1tn. ti OT sTPfLl.� 11q{��'s • sh . 4" e_re_�a N1r. �� +� rls �.� s evH�ire. Ordth �,qflemmliftI1oShit..o� ca �v�Pc�na-«. } wti tr1Zia -a✓,I , y G S�4rel a ti, t a aI.Mr ! 5 u� �� t�tG��t0v �Q prcice tel► InII Mh th ffii a ,1 :s Fto%A vAeCP % M` fj d� , t. 11��i s r i I v t o (I frA ' Alkl* 64 P v� b t1 i'1 - ,t7►� 'M�,d-il! 1p t , w! ,�, I I I i 0%6 p 4t-1,.C,V%- 7 f r .6 cri-xt. 1>. 4 E , C.O, 70 t-CS'. Iz0, 4'�► s %A In i! t , V-%A-c C ,.►�m H r r.e e t o 1�-L.e h ► e. '� 1 ow 1t + i. ' 2S t�t.r AA s Ih wty prcvlv�t S �a.F�tt �� r. H ( a�Itd '4 ~ to'" 7 S� �-� t C Ze.s- ! T TLc to Ira�C.c� we* p�Y' r1Ar �c��-et � ✓+*Xe. -kT . I I i J e c /D Y, bI�.', w City of Tigard I NSPEWCTION REQUEST for r � INSPECTION TIME: /�� '_ PERMIT NO. :� DATE: -' G DATE ISSUED / / OWNERS NAME :_— &060 YY:,; _ ADDRESS: ��wod� CONTRACTOR : TEST : Air ❑, Woter❑ , Visuai'e, Laboratory p RESULT: Approved IV , Disapproved ❑ , Pending p SKETCH. 577�'E�-% /16!-1i 3 �E� i/�i�' Ir' C,f _,A INSPEC, "()P DATE IN()TF Attach tuprlement,l ty ,i .16,tota — Al l � P C r L, ... PACIFI'04, STEEL WAREHOVIE CO. P. O. 80X 10223 • 3865 N.W. ST. HELENS ROAD • ORTLAND,OREGON 97210 0- ir AUTOMATIC SAWING ;NEAR FLAME CU'-TING 5031.2.2.2-3&ff r i C-v m �51�1 L pT cr�v� �e.rs3�to� . II_ ` I Naw s W. 6.1? w p1"" • lots VA rl 4A I 01 c""A v y:. 1*r*)-.o()r 15p 1975 'Mr. J.4o. Brsyson, -)r. '16C)3 '`f- Powell Blvd. Portland, Oregon 97206 fie: Bellwood II Dear Ir. i3reayson: Completion of !}ties aforraerntloneu project io long, overdue, according to terms and conditions of the executed "omplipnce Agreemcnt end Bond. To date, we hf.ve not observed any effort to rectify the out- standing items (y2, is 3, 1,14) specified in our leatter dto you dated 4-10--3; nor have we heard from ,you, expressing sin intent to cGaplete said work snd/or re3quisting a time exten- olon deferring the conlrpct deadline to accomplish such end. Further, we have been unable to proceed toward acceptance of +he pro,jeet due to the lack of nn indicNtion of your msin- oenance period bonding desire. Therefor, regretfully, this in tc inform you that we are turn- ing the matter over to our City e+ttorney to puror.p. Veen/ truly, J.S. Hagman ,;uperintenuent T'ngincer i.V E i-n JSHsbg I City of Tigard -- INSPECTION REQUEST for 0 t-Y7-n t r 7t- / y INSPECTION TIME ._, PERMIT NO. : DATE: = DATE 1SSUED:_j OWNERS NAME : �f��vSoK� ADDRESS : . � �� 'CONTRACTOR : TEST: Air C , Nater C , Visual C , Laborato•y D RESULT: Approved C D?aopproved 0 Penjin9 I I SYETCH: 1 ( � � 1 � hc� 1•rc[. . r.� INSPECTOR DATE I � COTE l Attach supplemental tos, data here!] I j"L CE. Apri'i 10, 1973 Mr. J. W. Brsyson, Sr. 1603 S.F. Podell Blvd. Portl,mid, Orr Son 97206 Ret Bellwood II Dear Mr. Bra.yson, Mr. Hebert, out past Director of Public works, sent a 1p;;ter to you (dated February 109 1975) which ir_dicatcd that your project would be presented to the City Council, thct month, fnr acceptanr.r by the City. Such has not been done since we have not received the or the other of the folio-:ingt 1. A maintenance bond in the ar+ount of $15,042.00 as specified by the Compliance Agreement. r oar. 2. A letter statin6 thet you desire to cxtcnd the e:Jstin6 perfun.ance bond (in this case, the Cash Bond Escruw Agreepient) throughout the required maintenance period, in lieu of furnishing a sepnrate maintenance bond. Further, he stated that "all c )nditlons a,reed to in the Compliance ?zr%erncnt dated December 14, 1972 have been met"i such isn' t quite correct, as the followin�l>rems_gul a obvie t-ly rtmptit- a,-1w-_lccomplIsheds lif 6&-."rCnmplet1on of all sidcAkks prior to December4tth, 1975, as specified by said Compliance A&rec:nnnt. 2 Ins,tallntion one energising of eleven (11) street lights, Its per the epprrvcd plans. 3 Installation of two (2) street barricades, as per the approved plans. Installation of a one inch cast iron manholc riser on a ler.: arnits., s(.,cr manhole, at S.W. 128th A%-cnue ane` Katherine Street and blending �s of the pavement to match, r Acceptance of the project by Cout.01 resolution shouldn't be a problem, as long ar the efortmentioned four (4) items are listed in saie rrsoluttorl but, we are ( tequirtd tc. sssure the Council, s'iux to their formal acceptance, that the necessary rnintcnance security has been provided. As suou as ve receive either the bond or the sforcmcntiorcd Etter, we will present your project to the Council for aecep:znee. Very truly, John S. Haj;wan JSllolw Superintendent, Engineering Div. � � 0 vto1 ►-e�e.�vec a� �;-s- h«�� r`► ��,, ,.,� o� c Se.CX)er r February 109 1975 J. 1';. Broyson, Sr. '7603 SO . Pcwoll Blvd. Portlandq Oregon Re: Bellwood II Subdivision Bear Sir: As per your request, the City of Tigard Public Works Beprirtmcnt has *jade a final inspec-cion of the above mentioned subdivinion. Cur inspection indicalrs that all conditions agreed to in the Subdivision Compliance Agrcement dated December 14, 1972 have been met. II '•'�sw6u1�J b� The fin;i1 certifictrjtion of thi_ ',ubdivinion will be ,:.enlb to the city Council this month. If you have cny .further quPstl.ons, please feel free to call. Vr,, truly urs, ick Hiebert Director of T,uhlic Services Facilities IM/b AIXJ _ .j. ``"x, 11 `� 1r T--� e)tl—/-'i�[� `_� ��(,C- S r r FN4tk's ( C 7-11 p-5 is i �.✓1 SSL - /S J, /`lR ~/ c�✓�iiY`i E eTiaJ� f71// It i i Cy&l C c Ir N r /11 (d.x, /�� :/.5 XEg t''o" •i it NT TNS //V t �'c F c nr.N G i" •5•Lc , I,�+,Y Yui ¢- S u h H�h�,�/�� S T. ANTS, tiv<-��✓:/�,,- /tJF.iJ i�r�6�F :moi,rz} ip,/-/,,S c ibrtlandGeneral Electric Company WESTERN DIVISION 14655 SW OLD SCHOLLS FERRY ROAD BEAVERTON,OREGON 97005 6435454 December 26, 1974 City of Tigard Mr. Nick Hi.ebert Director of Public Works 12420 S. W. Main Street Tigard, OR 97223 1 Dear Nick: I am not certain that you have been provided with a street lighting proposal for Bellwood II Subdivision, so I am attaching a copy today. The proposal calls for eleven ( 11) 7000 lumen mercury vapor, Town and Country Luminaires to be mounted on nineteen (19) foot tapered wood laminated standards. When installed, the monthly cost to the city, under Option I'B;', would be $2. 23 per luminaire and a 25� per pole maintenance charge. I have also provided a copy of the proposal to Mr. Jim Harris, Harris-McMonagle, as of this date. Very truly yours, Kenneth L. Snyder Service Representative I tm attacEme nts r_: '-,4essrF • Ilan McLellan Paul Jensen � � ae �► a M Type ` 1 F vt mom 1 CITY OF TIGARD, OREGON RESOLUTION No. 7s t. �; '�` �.�Yl�y " �• RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE IIUBL::C `IMPROVi l-P-314TS CONSTRUCTED WITHIN SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS. _--- -- --5 woo _ ----_—_.--� S,,'IiF:REAS, the City of Tigard Subdivision Ordinance requires sub- dividers to 1.11stall streets, sidewalks, street lights, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivisions; and ret' 1'HFREAS, the City hjs4Qrequired the payment of fees Jthe execution of a Coinpliance hyreement ' ��pulates that: "Upon receipt of certification by the Department of Public v;orks that all requirements have been met and a One Yea- r;aintenance Bond, the City Council agrees to accept the public itnprovement_s, subject to the requirements for correction of deficiencies and maintenance for a period of one year. . . "; and 1'iI;EREAS, sai i Certification has now been received subject to correction of hereinbelow listed def.ciencies; and IviiEREPS, an acceptable Mains enance Bond has now been received and is subject to the aforesaid maintenance period, .� 14011, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard,�Oregon �� hereby accepts the public improvements constructed within Gii11s8! w subdivision, paid subdivision being recorded in Book on Page T-7 in �-;ashington County, Oregon, Plat Records, subject to: Z .11 pr1os 4 oec, l j j ll075 1' Completion otpidewalks�k has specified in said sul;r?ivision' s ' Subdivision Compliance Agreement' . (I1 jInstallation and energizing of L " street tights as rc-r the approved plans. Installation ofCT ZP r �'�� ea a�iic� es•:�s pe► int '' as 1��h Qsc� o•� 3sw. s► Mme» a �Z 4 . ii sc Ks erre AND FU]^THER, subject to the conditions of obligati n o �►e .�c� i sara Maintenance Pond, PASSED: This APP day of _ _, 19__4_, by the Council of the City of Tigard. Mayor - C;.ty of Tigard` _ f WasUlligton County Fire District No. 1 14480 S.W.Jenkins Road Beaverton, Oregon 97005 20 t�iarch 1973 Mr. Nick Hiebert, Director of Public Services City of Tigard 12420 S. W. Main Stree Tigard, uregon 97223 Dear Mr. hiebert: In re: Bellwood No. 2 Subdivision vicinity S. W. Wills Place and 12'(th Avenue Thi. office has reviewed the plot plans for the above noted proposed proJc!ct+ and in addition has made an on-site irispect-i -)n of the property. We are 3erry we cannot endorse the proposal as submitted in thiq in- stance due to the depths of the cul-de-sacs in conjunction with the very limited turning radii of he turn arounds at their terruinal points. '.'he design criteria for cul-de-sacs c;;oeeairig 150 feet in deptn, to which `;hi.s office is oblik,ed to adhere, prescribes an all weather surfaced turn- ing radius of 45 feet measured from the center point to the curb line. Additional anulicable standards of which land developers should be aware include the requirements that standard fire hydrants having a minimum flow of 500 [,,p.m. ba provide.; within 500 feet of all property upon which dwellings, apartment, or other major structures may be constructed. Also the maximum prescribed street or road grade is 12 per cent. We trust the foregoing will be of home assistr.nee in making a determina- tion on the proposal in question. T. referred to drawings are being returned to your office separately. ):lease let us know if we can be of service to you in any other way. 9r truly you s, / Wilbur--. Dodge Plane i;xamin�r 4Ill/� FIRE PREVENTION r'-IFS NOT COST—IT >` 4 February 23, 1973 Mr. David C. Hager Oregon Real Estate Cosnission 158 - 12th Street Salem, Oregon 97310 Re: Bellwood II Subdivision Lear Sir: This letter in to infers you that, Sanitary Sewer System in the Bellwood Subdivision has been installed, tested and accepted by the, City of Tigard. This sewer system was installed as per plans and specifications as approved by the Department of Fnvirormental Quality and now acceptable for side sever connections. I hope this letter will provide the information you requ-tsted. If we can be of any further assistance to you please feel free to call. Sincerely yours, Nick Itiebert Uirector f Public Services a:nd Facilities N'I%att cc : Jim Harris Project File D F E B %' _'_ 1973 J. W. BRAYSON, BUILDER. INC. CITY OF TICARD 7603 S. E, POWELL BLVD. - PORTLAND. OREGON 97206 PHONE 777-3986 February 21 , 10/73 City of Tigard 12.420 :;W Main Tigard , Ore;?cn Dear Sirs: We would like permission to build Your model homes in Bellwood II . Very truly yours, /00( I^ J . W . B:.ayson p President JWA,'ej cc : Harris-McNonsple Associates BUILDER DEVELOPER SALES Fel:ivaxy 11, Zi73 Vis kelywn iMpax t Ont Of, W,Uf inq ana urban Development k eb*A. Adminiet:zatio►► 520 s1h. 6th l ut t land, ireSon 9710. ke r BrUyNor► �ubd i.v islon iulown its bellwood 11 Deal Sill 41"R letter ler to a'fiva the pojition of the CITY UP TIGARD Loge rlino t_iir dellw.-md lI st;bdivisi.on. Mi . J.W. brayson has q even assuianre to t-he CITY UX TIGARD that ami,14 funds art refoxved to assuze tliv city that all rwcruilewtow-a at said Subdivision Compliance Agroemert shall be properly rnci timely pArfor + and tassure tt►atthe coat thereof shall be timely paiJ and all requirements met-, Thib assuianca is to the form of a .:ASH BONO ESCko lw y..sevwnt, i►nei a buL(A v is ion Co#Wl tans u Agreement. I stave gnclased a copy of each for your understanding and file$. rf you have any further questions please feel free to contact me. Pincerely, Mick Hiebert Oimeter of Public Services a Facill.tise cc$ J.W. brayson J. Barris snclosare CITY of TIGARD, OREGON SUBDIVISION IMPROVEMENT DEPOSIT- FEE COMPUTATION SHEET PROJECT NAME BE. t'•W"' ` ( I i (I) Project Permit Fee (City ord. 88-48, Sec.$ Par.°A°),: If% of estimated improvement cost .016 X - _ . . . . . . . . . .$J=Z y- Tlmprov msnt/cosi (2) Sewer Plan Checked Fee(U.S A Ree. 70-12, Sec.9,Par°8°)'. @ $10 OC per lot with a min. of $100.00 (a) $10.00 X 7-Z _ '► ' �y •U�� (no of lore) (b) min applicable El (3) Street Liihting Fee . (a) PGE Lighting Schedule No. (b) Mthly Rate Option No. tYLe of high lumens +^°tsM ^oAr type of pole o (mthly rote) (no of lights) mo`^a X I i_ —mmthly-raft) no of pnleT t Ti.btoro 1 y= 12mth'e _ 2yr=24mth's $ su tato �(no of mths) _ (4) Sign Fee (item+insfollotion) (per sign) (no of sign) Stop ilX _—=$ — Street Sign X_t_k__$_.,2;_4t Comb. Stop/St. Name X _ _L =$�C'�' No Parking X — X -- _�• — (misol type) Subtotal Receipt No. i Dote Paid GRAND TOTAL LI ,hack REQUIREL G CI aosh t �� 0 L} money order Ln 40146 , ,V.;04L1 NLL u.)WwL;NGs iNi ' _.. ..`. ,w. ._..,_..�..._.._...r..»..` - III +rMM■ Go Uri Cure �� ♦-' w M r fir• M Iw�ielr-�ir- 81 I... ..,�.._ . ��t I � 1 Ib�Y•4�.5J''¢ � . I � I Sewer .� i ' ed '�/T ir., f /OD 63 - -; h+•the� `�; rr 62 � INBULL MAIN� Fth'OFA_'. C.IA,1i,IL...Pity �J�L� Av•wblhtRo•, uf O'�iKUa fl �.n:•e BJ\R[ ('OAYlb PI1� >Q I0IN1 WRAP w' LA[ APPROVED Y �`- CAllect DATE .SON..y [J t'If 11l.ATt AT 71L , f BOND OTHER COUPLINf3f ON MAIN _ �� DRAW T - POND rFU COAT F11itM0{� INBTALL._-_- AAb DEB BCRVICC A7 MAIN N '71NWLATE J,,,f ►'aArr�r _ -._rtM►oR+a.�r __,__ _ N_car�.._.._.. 7 DAT SIGM[q CAU stamenIN{TALL{{AVICk ,i'ECT OF,_ Cl BARE 1_1 COATED - •� - a ►LAT wn - Z UNDI.iVOROUND INFORMATION ` (1►/tsm MAI C ��ees-czar+aaeasasc.sra•--��---�'--r--a -a-:¢aasva�z - eeRae_'-�'Y3xae't..ss�-s•. - - --�� - —•:-fee>rr�p INSTALLED MAIN ��. F'E[T OM " ',"! BARE l 1 COATED MAIWWOPK OROVII N7 TYPECOATINBS PIft. JOINTf 11 BONDED ❑INBULAT[6 AT TILING [�BONt)[D OTN[R MAIN GOUPLIN68 PFRVIG[WORK""b"N08 11J6- Ga..(i[ \N{tALIED ____ANODt{ St. BOX.r) INSULATED •ERVIC[At MAIN _-._././._.__ r INSTALLED BERVICE__.."_—,—_FEET OI•_ ' [; BARE I.:COATtp „tI&— leg�'AA PAT[C0MPLE7ED_4__ �wt�•c Aelviow•I�nrbArA•�or.nw a�r•c�� rA1w ctA M COUNTY___-. I 7 -1 - 10 7 10 6 I r � 104 „r 102 r3 X12 III , llo , 109 108 , i , 4 r i t I I I W j �"'*ATNER/NE o _ __I�` ST. �, �► 102 - I 'n, � I i t i l � � I 90 I I _��tlluLl e9fDt1I�..RGIb �...Qll__ 83 dotted lot , li le 84 , 85 18fi '�� I 'i 9 99 L _ `� 101 5 34 l36 83 9 33, iovu 7 Pi,. ale 95 37 ry 32 "wow ' 7T 11 38 /,t'too 4. 40 54`1 L- � 1 N , ~ 41 330 s X65 oO y �• �„ b KAREN ST. I y, ' s- /� �_ 4 25 J 27_ --- 23 cl 68 69 `` 22/ .``► � '. 21 (a) Motion to adopt: Councilwoman Paisley, secr�nded by Council- man Bergmann, Approved by unan°mous vote of Cotinc i 1., -ft -- APPROVE SUBDIVISION COMPLIANCE AGREEMEN r 131A111WOCI[) II (a) City Administrator rectmmended approval and authorize execution of agreement on behalf of the City by Mayor and City Recorder, (b) Motion to. approve. Councilman Norton, seconded by Councilman Moore. Approved by unanimous vote of Council. APPROVE CO PACT WITH WASHINGTON . n, PRCZAN, (a) City A inistrator recommended delaying action until City st f has had opportunity to work out df-tails of contract ith Washington County. APPEAL, OF PLANNING OMMISSION ACTION - Applicant is H.A. Andersen Co. Reques for conditional use approval to allow t teriporaiy storage of ntract:or's equipment and materials on M_-`, Light Industrial a M-4, Industrial Park parcels loc;atect west of S.W. 72nd Avenue nd south of S.W, Cherry Street ( Tax Lots 1200 and 3301., Tax Ma 25). 1DC) , Application denied by Planning Commission. (a) City Pl.a-.lner gave refor and findings of planning Commission. (b) 800 P.M. Public Heari. •g Tom Whittaker, Chairman of P1 ning Commission test fied regarding the Commission fi.ndin s, Mr. Anthony Maksym, 1:3565 S.W. 72 on behalf of himself and other property owners of Rollin Hills, testified against.. (c) Council questioned if appl i.cant was off' i.a.11y notified of Public hearing. Applicant had iiot be informed of date of public hearing by letter. (d) Motion to continue public hearing to next, reg ar Council meeting; 'Councilman Bergmann, seconded by Coun •iloran Norton, AFro ed by unanimous vfi. ._• of Counc.il. GE 2 - COUNCIL MINUTES - DECEMbER 11, 1972 tl Avoid Verbal Messages A-1 CITY OF TIGARD To: i L Subject:_ V-;CC-4 Date: — 0 U -<SA /\J i o a m n h t M h M Ml N N N m p p J N 9 I m o n O n0 Sn OC) O n O O o �OdO1 O N O O m O M O ( A 0NM O e M M N N IL O G V J N O O m ■ I , Y pp o 0 LL O O O O O u0i d M O Y n O O M N O v) r M N i O F J I. J 0 O 0 0 0 O O o rn m A p n ♦ A W ^ U h O of ® r- w n Y M N = CS O O do O O O p p a a 7 c a O a .,. ! Q Y O Z pp O O O O O O O O O O Y J O O O O O O O O n O n O O W P t T ID N a rn N N _ I` �W)llII�IW�lltl�lilllllll�Ilt III II�IIIIIIiIt1Idlhhhhlihlilil tildlit111ihh!)11111l 1111, 1111 1111 1 1 11 1 1 1 1 1 1 1 1 1 w � O W r W cn >. J co r�1 ••j Z p O a v n p cJ W W � 2 I O W z uJ ZO O F Q U D I V W n H O V) W O Z C W Y CIL F- w n. n W W . O C V O i W 4 N � S j U ~ w I I I H v v W I QO U t g a z z 2w O F_ N ocn 4- 0 w c a � v v� — W � F- PROCEDURE FOR CONDUCTING ACCEPTANCE TETT 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug .securely. 3. If the pipe to b- tested is submerged in ground water, insert a pipe probe, by boring or _jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground wager :submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 1s. Add ai;: slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. S. Check exposed pipe and plugs for abnormal leakage by coating, with a suap solution. If any failures are observed, bleed off air and make_ necessary repairs. 6. After an internal pressure of 4.0 psig iF obtained, allow at least two minutes for air '-emperature to stabilize., adding only the amount of air required to maintain pressure. 7. After the two minute period, disppanect air supply. S. When pressure decreases to 2.5 psig, start stopwatch. Detc-imine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portio^.5 of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all t: values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If. the total of all C values is greaten thF.► one, divide the total of all K values, by the total of all C values, to get to. To make this division with the nomograph, use scales C and K., and read tq. rj a v T O M1 p 1- • -- O r0 N O v po h N F1 O ��Opp O w 0a� qO N O V O 40 O O O 10 OI [J N O O O J N v O O I • dfill,I " 0 o u ppp r? Y O 0 N O 0 d In N 0 Y h O_ u0i c rrr ONIn Y O F I J O O O O 0 O O 0 0 O p 01 W O to f In N IOf 00 p O O O p Y �. 10► a Y O O $ i' O Y 4 0 Z C O r C• O O O 7 O Oi OD IJ b in a raj N ° 0 o L� E" ��IIII�IIIIIIIII�IIIII:III�llllll!II�IIIIIIII �� LIIhI�IrIII��IIIIIIIII�II1111111�111I111 ! I � I I 1 1 1 1 1 1 1 c J � a O W I I I I N O b co Z C N7 Ri Q u O m rRl � r7 1+J 2 W 1 a u n o N � w O U W N U 7 r cr W W O Z a F F Y O Z O w — w a o w w � U IL -! w W Q LL 7 N tz U 11- Fw- I Z Q Q Z ~ v Icn W n 1- _, , // ,' A p fw �5>r ' �/l H 4G� 11 � • P O T I I I I I cvr- ling . / ._ --- .... , _. .._ ._.. ......_.. � ----• ---+ �•...► ........ _ /2''EA��'' � •O,O 2'� _..C"�/''- L ''3 Z 2 ,S' O` OSO _ 5` IE /7*Z'/ 10 106 / 05 0, 104 I v I xisT/.uGGT 114 '� + I ,!i 'It C)OK(\TNE IZ1t�IF I 5, = 1 ' OLET 1 2 C. T,C. c':.10.41 Q t31 C. /E/7 I4tT5.ss 12l"tiAil�_ �` T� zI.o 2: $11. 3 =O' � IE Ih3 G 6G - TG ZZ 1 .22, IE 2/.3.5Ei _�,._\ .� 1 '. / 1 N 6.`6 - � .W, Ba 4$, 40" KATHEF� It1�.�E ST. ' r� 4o" � �, �.1N KATHY IuE r.c z ' ST p N S QQ r, - o i % i y•� 7 ?zJ,.00 / zzpI_ S� O.0766 \ / �� ► . _ Al_ SPACES MUST ENDORSED N\ I �j .1 �. yr .V •u '''" , PRIOR TO APPROVAL O'_ T IE PLANS of C _ , 2 a,O 1 ,1 u 6r 3 . Jv1,Er , o P.C. 02 fJ / \ M` T,C, Z23•�3 /7t4t�8•ri PC T.C, Z/9. 8S T��L� - O!'/ � 1B 7 .DO \ I l r PUBLIC WORKS DEPT. E 1G�1 �� -Q ' � 1 TC .Z Z/. $Z �E til 60 `� f ,``� 1/ ' ( + DATr _c?�_..._ i 1 11 PLANNI�JG D"-PT. C,'/ ^ � � ,' 1 � � -__ , �� aaT�_.._<_3--fib- /?-- 1�n 1 a ZI 4 4d S t 3S PM F'2r� 2. • ou;Lr�IPJG D:.Pr. � - C � l �l! 7.G. 2/9. 9.3 T.C. ' `'` I - _ •- CO'11•'TY HEALTH DEPT. BY.-___ DATE.. �d m \N CIT'( ADMITI:;T'ta.TC'2 By - c!- T,G.211.87 j I TIGA%D W!.TrR DIST. p'( Q -_- - 0 & 0ATG_�� ! /� I ,,•� ;'•� GFNErtAL TELEPHONE BY�MJ-� - DAT-Z/-,44 xt1.Pt�... U S A pY_l�� . DATE__4P_7jZ--7Z N. W. NATURAL GAS BY.(L'�' _ DATE / - �v- 73 E. tT S top+tC CP, ©Y DATE , 7 /� �� -7'j' "'r" f _. DATE 83 4 � .` I z.t 9 4,1':1 PC IZ ;j _ -- � ' 06 ACR �� c•2 0t33.9q c,/2 T.C.22 S.25 =_ . 2 CLASS B ASPH- C'-AC 5. k ?1�P C �- T. ZZ'�,3'a (� i 2 t y3.F'J /� 14%cr t1^w1 �L q^ LC, C V P,- ic` /fE>�T A Kiri- /� `-r —' . „ _ o - 2 I �� ,�' .7• /V. a WILL.� 1 `� „E ��^� ^ �^(} / QD /" V/-VU aJ!/ '�1NSJJ I//�Nl �'l,l; •.sNI -WA ' X11, -iTIM :I �l//,�+9`' /1 14.76 I2 SY U ` OtUU t 2 /94. G'.4 ,r� ,1 „ „ u 6” TH12000H O ti +�B 84d -W a W ll (,a I L/d( 2: - 2 O 2 - y/Q 9C• 2ZG. 1� `' j= /9.77pRIVEWHYS U ! . II P.c , cCLt_(e _._____.. .._ T.C. L2j.tj� Q 234,32 'b N' T.C. 232.9s. / � 2 p v 1/-O/- 00 2= Zr. s. 84 TYPI CAL� t So. 9,� STf�E �'r SE 1 2S. S4 No SCALE 33A�2•`! 1 C t22. •'� I 1 __.._-•--- Wig:: 5 �- / Pq 7C'.Z34,Z J rC X34.74 7 e- `1;4' � S °\I .t ! / /1[-S ��'l' C�t ✓ [ S /G't7 L��}` Nr r ► R. 1 f��y 1�” u" y ��/}-J'-E- j� �t 1/'�' 't"_Gt - 5 (••�['_C.Q% J , / r/749 / B 41 CURB C �x I ST Cu�gS .,,,� ..__ _ 1, \r 1 A •Te Z -1 Z ' A I . s I 2-1/2"(vert)x 2"x I„ i I ) r ! 1 + Angle Iron NOTE: 33001b. compresive I WB strength concrete I r I USE STANDARD GRATE WITH 3/8"x 2" d">� f / IRON BARS- 2"o.c R■ ►" ) R, 1/2" C tilts 1 " - ► 4 "- - i J 4"Cont. Tile .' o 3Z_O � . Weep Drain • ' �� 140TE 1/" alirt4 4 shown. 4nb:141llnell ; 4 ,- ri ht opplbll elNs N a - „- — ` e 12 gutter s curb ' orld gutter section. 1 /� x 10" LO OG G•AL�L Alternate a 1 Alt rnate� a ' - _ �.. s . H . . mAcH �� Pipe ie 1 1 , J QQ NOTES'W021< NA f 1 IN - c � � - I � ; aUL.T�,NA51-iE2 �' ��oeation .. � ; 4� ; 1\ Cocation� f - , � LL 3E DU1. E colu�vl<MANCtr WITH THEE PLNIJ-� AND •�NECIFIr~�,TI t`IS WHICH � _ . ►,tib . A n ..�Ti,�, e A • • .Itiy ..q. ACCOMPANY -HF-(A, ANI) WITH 'HF CITY OF TlGfAiZID STANOAPDS . IN EVENT OF CANFL�OT BETWEEN - THESE PLANS AND SP_CIFICATIONS AND THE CITY OF TIGARD STANDARDS , THE CITY OF �! c ,Q .� ' P • • o 6. d. 2 TIGARf� STANDPROS SHALL TAI<E P2ECEDENCE. eAg �� 30:� --- 6„ GRaUU4 uuE�� 6 c ----- 6 + -- 14 - 6"+•1 z. NO ITEM! 02 r'I'+ASE of wCRlc SHALL 13E CON �IDERF_D COMPLETE UNTIL ACc.Ei•�TEU BY THE � _ CITY OF TIG'>!<p ANI'- THE ENGINEER. I � -' y'•-' I I -- - •-- . - SECTION A—�Q SECTION 8-8 I 3. Al..L, TRC-NCIi BACieFILL MATERIALS Alva METHODS SHALL SE IN CON �OIZMANC•;: W ITN THE I ' " I i /fi- G. Com_._ _ 14!0 - CITY of r I C;A R O ST-A N G N 2 D 5. � __.-__.-._._ - . _ 3.0 i ,�,�� • STANDARD CURB 4. ALL PEF2MITS AND LICENSES NECESSARY =01Z PROSECUTION AN!� CC)MI�LE TiC7N U1= WUi2K i I ! I I ��.,,t1�: SHALL. BE SECU2ED AND PAID F02 BY THE CONTRACTOR P121oPc TO COMMENCING, OF CONST, I I � I I I INLET k S. THE LOCATION or- FXI S TI1,JG UNDE2G20UIVD UTILITIE'S SHOWN ON THE PLAN; IS F')R INFOI?NIATION I I j - � ! L_J ONLY AND IS NOr GUARANTEE-D TU EE ACCUPATE, 6. BEFOCS 'OI,IMF_NC j4(, CON STIZUCTIUN, THE CONTFZNICTo2 SHALL NUTI F Y AI_!.. PER T I NliiN T COMPANIES OR AGENCIES WITH UNDERG20LwD FACILITIES IN THE _1013 ASI=A ("O THAT FACIL ITIES NVAY BE ACC U2ATELY LOCATED ( I.e : POWF_R, GAS, -ELE PHONE , wATE2 To 1z NI STANDARD� N � � � jT r� _ a C' ' �'� 5 SAt�IT-arzY sEwF� � ., E Tc.) ! 0 EFT B/_(�f I 0E pp1�, r��o �' SJ`11,.E FILE C ..+�.r i k REFERENCE INFORMATION AND NOTES: DESIGN SCALE / BELL WOOD NO- 2 STREET IMPROVEMENTS 1 TRACED JOB NCI, J CHECKED SHFIFT / REV -- - DESCRIPTION - -^ — .,/ lCry, / � . I I .\ ltltlti - 1\II'AIc>'L\'r\Il1.N: t�t•I�i//( 1•\'I'P:� PLAN -_ _-- -- - SUB. APPR. DATE DATE MJ"m K.�. c;►►►ryhl �t'cT, raT•t2l+:lir REFER TO TRACING FO? LATEST REVISION /O/4',TZ TMARn. 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I l --_ - - . - - - _ _. .-- -- __ -. _ ..--- 4- - -- - - - -- -_-- ---- --_. ._- -_ _ - --- - - -- _ .. -- - - __ _ -_ 1. - : - - -- _._ ___-_ _ . _ - _ - . - - - -I T. 7�_. - __ • -- ---- .--- _�. _- - -- -- -- -- - --- - --- - - •-- - - -__ -__-.I------ --- . ._- ... _ - - 1-1 - - _ __ l _ __. -.-- - -- -__.._-_1_.. _ - ..-. -. _-.____ _-_..__ _ _ -. _ _ . . . - .._ _ _ _ .._ _ . _ _- _. .._ _____________._=_ . _. _ -_ - - _ _ _ - - a _. . - - - -- _- - - _ _-__ - -..__�_- _j.__ ---- - _ _-- _ _ 1 _ r �— - - _�.__-_ __ I -.- -- - t REFFRENCE INFORMA•�ION ANIS NOTFS: - . DLSIGN /,,j$ ,E ,. STREET IMPROVEMENTS '��«� '' �'' • � fRU Q j rzM �:�` �' BELLV1ICrOD NO.� 1 ' f ~'�� •• II7AI;II� 108 NC: 1 �f {' I --� 10 ( rM SNEET~ r11tt:,:;: ✓, CHECKED ? _ _ _ _ _ � g I f�. H I I .�RkIN - N14',N1()N.�4i1 K SIN >K;iAT :N REV. DESCRIPTION _SUB—_ APPR. DATE .r Is I'" �` ` `t�•`` r,n,lr►,KI,, - �I Nvr:r„NI. f Pf�OP I LE REFER TO TRACING FOR LATEST REVISION `�� fil„ 1�.�''� I�I�1E N+NIn N.W. i +1"�ta:K+ I.�t. w•rlrN:l+:r ,� -mow+ 7•IU.\kII, IIItP JON 111722:1 OF L �.. ...�. I i I 1 I I � I I�F�:I__I_.taJCJCIU IVCi A 9 G I D IF F Q H 11 CII`. I.r;1 - -------.__•. .. ___ i 1 .111 _.. ft • ( . - No ' fi �'II�I�IIIIfIIIII/III�IIfi'11,$I,I1111IIj Il'IIII,Ill (;hf.. I rill ( 1111 �ItI111,1111 l II�I�IIII11 IIIII11111111111111)II1iIIIIII111111111111IIIIIIIIIIl11��/III11�lI�IIIIIIII�IIIsII�I l 4. I 2 3 4-_ 5 6 7 8 9 10 I I 12 I NOTE: IF THIS MICROFILMED �-^�- ---------- DRAWING IS LESS CLEAR THAN r ---i` THIS NOTIU; 11 LS DUB To THF QUALITY OF THE ORIC'INAI_ _ i DRAWING. oe sz 9z c2 �z sz bz Ez zz Iz oz 61 e1 cI 91 SI t,I c zI II 01 6 9 c 9 S f� e z I... I i ! �I I I I I I I I I •,r'' I�IIIl11111111 IIIIIuII 111111111 ItIIlI11 IIIIIIIIII111Illltl IIIIIuH mlluu uU'II111111111111 IIIIlllllltlllll1+11111111111 IIIIIIIIIIIIt1111�11UIIII1tI iII11H61 IIIIllllllllillllNIIIIIInnlu11111nIIIIIjlnllunlnll In1111u11ur'Il11I11I1�I111I111111111I111Il111111111lIIIIIIWlI1H .. J �.T .J04 414 11992 , PROCEDURE FOR CONDUCTING ACCEPTANCE TEST I . Clean pipe to be tested by propelling snug fitting inflated rubber ball through the p3 e with water. 2. Ptug all pipe outlets with suitable test plugs. Brace erch plug securely. 3. 1f the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or ,etLing, into the backfill materirl adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig., 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow it least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. ThiE time interval should then be compared with the time reliiired tri sPron�s as compura cn reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one s,iown on reverse side of sheet. 10. By use of nomograph, compute ", and C. Use sr.ales d and L, read K. and C, and Cnter these values in the table on reverse side of sheet. H . Add all values of K and all values of C for pipe under test. 12. if the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." ] i, if the total of all C values is greater than one, divide the total. of all K values, by the toial of all C values, to get tq. To make this division with the nomograph, use scales C and K., and read tq. 4-4, O M M M IA N N N O L N 0_ Ip J a N v �in 00s � M o p N In O t0 O W Om h O N + ;� M N N O � M ro C O/ _ O OI M CO I, r`.m in f N N O O n V J N O . 1017 Of M N NY O U O O O a M YO■ N V h G N C M N d F J O O �711'11111fl'fill 0 o o t) o O O O O O1 n f M V rf O 1% m r- 0 n ♦ M N - d O O p O O O N h 01 o CL 4 K n O $ I '! o Y 0 C ' L ■, Z 2 pO n c Q O O O O m U w a° N N Ino � �'- �IIIIIIII�IIIIIIIU�Illllllll�lllllllll�lllllllll�tli��il�l�l�.�ililililiLlililil ��I�:il�li�i!�I. I. I �� I � I � l i l � � i l � l i l i l i � a CD a O W >- W O b a O C, Q O N m` o p j V F i U C y U 2 F z i NJ ZO O� Up V W V w h 1 N w "' a. W �7 H d Y p Z a w w a m O w D ul H U w W Q N u 1 Uf T V W F- J ~w O 4 Z O O ~ N I OJ l L� w N to - w n CITY OF TIGARD, ORE. ENGINEERING DIVISION, P.W. DEPT PROJECT INSPECTION REPORT JOB NO._ --- -- PROJECT TITLE: Ll 727 PROGRESS' •�2 _l�, 6 � � 12� ��.� ,� c:tai rwt r+�h . i� _ NOTE S:-- WEATHER::._.__WEATHER; I N S PE TO R CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT. PROJECT INSPECTION REPORT JOB NO. PROJEC TITLE : DATE' PROGRESS : wnr-&,Wti - NCS f FS WEATHER . %�� . _ ------ - INSPECTOR �HARRIS - McMONAGLE A. MATES L'�C u L' n OU �i C iaC�� 8905 S.W. Commercial Street TIGARD, OREGON 9%223 y OA7f JOe NO 1 (503) 639.3453 ATTLN TION LC 14 TO ---- --__ i GENTLEMEN: WE ARE SENDING YOU Attached Under separate cover via— __the followmg itcrns: L. Shop drawings Prints ❑ Plans Samples C-i Specifications 0 Copy of letter Change order � COPIES DATE NO. DESCRIPTION j I L_ I THESE ARE TRANSMITTED as checked below. F-1 For approval Approved as submitted Resubmit-- -copies for approval `Fp For your use C, Approved as noted Submit copies fur distnbution L As requested L' Returned for corrections [_; Return corrected prints C! For review and comment L FOR BIDS DUE _19.__ 0 PRINTS RETURNED AFTER LOAN TO US REMARKS ( x' t_ t - - ` - y_ `� .. _. C^ ( t r I' rt ti w, COPY TO - SIGNED: ( e -41 It enclosures are not ee noted, kindly notify us at once. .—.r. .�,rr•_. cert lY eeerr YY h 9 Kl In /A Ic01 N N N N O 4D — r J aP11111 I I I I I I I I III ITN m in 0 ppp NN In 0 m Om O Ch 4 O In O O O OM N hj N N O O " V Jill I TITP-7171 F TMM J N v O O • Y 8 ap U O O O O O IL Y h O n P Al N 0 Y ♦ Irl N C In # hf N O Z O F- 3 U IOri 0 0 0 c� O O O O O Ol 40 r n O Q m I. r0 In f M N _ d 0 0 m h r In 4J C; d d d o u S a o d � s n 0 If cj O O ' Y O " Z z � O W p` ' °m °° °w y n o n OO N N �III�IIII�IIII�III�IIIIIIIII�IIIIIIIII�IIIIi1111�IIlILhIIIIIIII�IIiIIIIIIIIIIIIIIL�IIIIiIIIIIII II I h III Lt Q - V' _ � a � W W N h<- oho 4' z CO 0 N C ❑ LI �. W U O 2 = y ~ W z _ Z cr N O ❑ w U N N rl O Z Cl CL { W h j / W W at ❑ LLW w W U C) I p U � N o w .� al a a i J N U.1 ^� c) I r 1 L�' ro � a rn - F '�4'"- PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tesL,4 's submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe Installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs icr abnormal leakage by coating with a soeo solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of ..0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3. 5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. R � A C a M In M 0 N N N-I pill[ I N O f J r N O c in opp o Y ° N R:O �Y O t0 Om O N O Q O M O O O • O m 0 m r �p h rn f f M In N 4,j r. n M C M - N N - O O O V J N O O I lil I I fill I IT-PlIll, IlIgIII01 1111111 1 if I I I I 1 11 P"p, O Y 8O O O O O OkL Y h O -n R m N 0 h f In N - rt1 V rn N p Z O F J U n O U O t� O O O O O tN m ti m In f N O 41 m f- r0 n f p> N - 00 O O O O Oh O N IL 0 a c� 0! 9U ox C '0 Z Z � 00 o 0 O 0 0 0 D W s J p gQ o 0 o o o n o 0 0 n p �' �llIIIIIIIIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�II�ILhhLhII�II IILIILIrlrlrl �ll,l�l�lr��l�l Ir I�� I � � � I ih I I I I I 0 c H 4 w jr CW } W N W 2 o Mo `.. 1 N a O i' m 00 ` v p Z Z J Z Icr U 00 U 0O _ W ~ O (J W a: L o N Z a CL F- O Z O W J W a- a: Q W t✓L O a U . W W Q 2 Z O W e O 1-- to W _ i 0 F] L7 ti N - r W O I` PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to Lc tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4 0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required maintain pressure. 7. After the two minute period, disconnect air supply. B. When pressure decreases to 3..5 psig, start stopwatch. Determine the time in seconds that is required for the inter-al air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. I 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales ' and L, read K and C, and enter these values in the table on reverse side of heel. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. O m 40 to p t O d M M1 M M h N N b N O O f J N O 4 �v N OM� 0pp Ooc, hN S OY Q in 7 OOm OO j io pON _ N N GM Q f7 n O J N v 0 Ili 11 i�' Y ��n�"��n�'�'��'1�1 d O O O pCl � In .+' ' In W, NI U V 10 N Q F- 73 J Q O p o o 0 o 0 0 o p a ao ti n n r a N n u in O Oi m r 0 n v io cu e p 0 p O O O p O O a a cc a 0 t V 0 .,. O Y 00 r e Z 0 p 0 o G Q o Q o p o 0 p) J C p a o O Q U O n G In p Q W Y ._ N OD w h o F— �llll�llll�llllllIll 11111!IIIII11Ill IIIIIIIIIIII1tldiWrldiI III ill CD cr p a v- M 0 W W fn c� } I; co Z O 0 N m o rl w W i,- a U O (n �- U O LLJ to O ( Z a a F- ►- x � o z w W o. � v W W U O a 2N F- q Z Z �. W O E W 00 w i d i � ALI PROCEDURE FOR CONDTJCTI.NG ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground wster submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. if any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 Essig. This time interval should then be compared with the time required in seco�lds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to cne shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of :iheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, en-:,r the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to gei tq. To make this division with the nomograph, use scales C and K, and read tq. O L rrn PP) M in N N N N O O f J 1 11 11pprPrim if 111,1,11 111 11 rl7TTrr7 771 C O 0 0 N M O h 0 kn OC) In 11 W 01O 0� 0 N CQ Q O on O O O O Mp, m m r r�� h f ` MvM M N N �- n C N - O O O V imp IV ill J N v 0 0 M Y 8 O O O O O q LL Y h O C M N V O f M N 0 i .\N f M M O O F J U n J OOi .l O O o O o O 0+ m ►-� r0 n f 10 N O d N rd h f M N _ p O pn ci d d o d u 2 or CL o Q I& Ir a O < V 0 .I. :! Y O Z z � O W • � � a w � y ° h o o _. �III�IIII�Iill�llI�IIIIIIIII111111IIII1Iill IIIII�ihhLld�lil�li�il�l�lili6l�irl�l �il�liliI ��I I. I.I i t l l i l i t l i l i l 'Q J V O � 3 W cr) n Q N . h_ 4 w v O W1 .L t� } O a W W � Q r y Z o 0 f ~ O NJ O O U Q U a U U ~ r O N W O O i �I W W — a n d W W O U W d x U. 2. N (YU ~ W W O U C z �i) F- Q 7 2 O w N N F- Q W Ll H PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through titr ripe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged In ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that Is required for the internal air pressure to reach 2.5 psig. This time Interval should then be compared with the time required iz seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C. for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. o N 0 M P. io N p O M M M N N N - _ O J v Ip II'I I I m r7t 0 0 O n o V Q Off' o b r O m O O O ren o 10 V'V 0 N G I� r-. n Ni M « - h rn O� h u7 r r M M I'd N - 0 N O O V J N v 0 �Ijj I I TfTFTjIMII11 I ilgifIlli III III I I I I I I I I I Jill IIIIIIIIIG M Y O J O O O O 4 Y O p O O O p M N 0 D O }� F fill 111o V 0 O L O C) O O O O O M 13Dti rp n r M N _ O al m r- n r m N - 0 0 oO O O O W� O Y' 0: a cr a i O oI aY O Z . Z pO O U O O O O h VI p 8 m o N 0 o O In o n 0 0 � ("' �llI�IW�111111111-�111111111�IIIIIII II�IIIIIIIII�IIdilY�llhllhli�llllll�llhllillrlllll,llllil�illl� !�I ��11111111 I � 1 I r I i I I I I lY c J r a CL O W U rda O"cr [OD z n q cn w I U O uj 2 W Z O w w 0r.L O 2 N Ir W H 2 Ow w a- a: a w � w U O d (� N) LA a w W w a 1 -j y Q O O z 16-Q. _� Q Z Z En C) w SO ~ N RJ J L1 L U'1 lad Q ' 1- PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting 1 flated rubber ball. through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, discon.►ect air supply, 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is r_quired for the internal air pressure to reach 2.5 psig. This time interval should then be com,-ared with the time required in seconds as computed on reverse side of sheet. 9. i,i3t size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. I I a 0. w M) O 1- v m Ip N M In N N N O O � J N u Q O N RO)O W a)n O¢ )T N s Q O to O Y) Ln — O O 0 GO m ^IP h u) f +) InN N — _ = O In N N O O n ° J N v 0 n ° I , Y O OO Y Y O O O O v) f 0 N Ln N v n V - - z ° F I I II p �o 0 0 O O O O O p N m ti O I) f 14 N ri p d m r r • M N _ O O O p O Z o a Q s z (D o .,. ! i Y 0 Z s z O p n O U O O O O O p O c J p O v O U O O O v) O h O Q w V _ 01 ID ^ W V) 7 "n N N a �IIIIIIIIIIIIIIIIIIII�fIIIIIIIIIIIIIIIIIIII1lIlItldllY�hLI1lJllllllulllhl)I)IILIiWIIII)I)1111IIIII111111 ; IIIiII 11 1 1 1 Ca w � .W3 I I I I w .Q v IlD W Kl , N 2 l RL Q o In 1 � U 1 O Z 2 H z NJ O O w F O N a O to O Z V1 Q W W n — _ d f F Y O O _ W W � o a W W 2 y W W 1 7: F- J W I (U.1 0 ~ C 12 2 W O ~ H .1 4J I. PROCEDURL FOR CONDIICTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug till pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, an�, determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of lice probe. All gauge pressures in th,� test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check, exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off dir and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of notiograph, compate K and C. Use scales d and L, road K and C, and Enter these values in the table on reverse side of sheet. 11. Add all va,ues of K and all values of C dor pipe under test. 12. If the total of all C values is less than one, enter the total of all. K values into the space for "Time Required In Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division wit', the nomograph, use scales C and K, and read tq. o � � In In In N N n' �_ b N 0 J rI _'I 1r`'}�}' I I I e N p no Q to° O uQ O N in O 0 0 W Of An � N pp 7 O in 10 O O O rn q O OT O' RI m p N N O Q V J N O O O w Y p O Y O O O O Y r m N 0 O F I' 1111,111 Jill Ill I I I 111WHIIIII9111111 Illf 11111111111111111111J 0 0 o 0 O o 0 0 O O M CO r r in "f o d m ti m n It M a _ 0 0 o ° r; o Q _ or Q U. Ita 0 Z. 0 Y 0 '0 2 2 0 0 0 O C' O O 0 0 O JO O� i7 a Fnn n O In O D W 0 N N _ F JIII[di I li�Lli� ili !�i iIL I I I i I i (� cr f:_ a w a O W } Zt W t W rr. o Q V N (` rn o 00 Z F rJ m I W C1 W F U O uj O 2 W Z J Ww O W I O N UI cr W w O ? W IL 1.-, H ,r n z w w a n w � w U � w w a N L< '.IN IY U ,, w IT J w I U O O 7 7 ha- N d Z O U N J i vw� o 1 U J 1 W Ul � d W �1 F LML PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested b;r propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace, each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. Tbis is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach L.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. if the total of all C values is less than one, enter the total of all K values into t:he space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomugraph, uee scales C and K, and read tq. i `1M 4f J; NoV c/ry of rrl �ARD e fie //ward � � 2 y� 170 OC w o 01,/C/n uZ 4794:/'i 1 -t go 102 rr60 / 2- I'm Is - I'mIs Esirr c&+Od / t ,2 !r A-2-i s omw • I *2 !' �?♦ 2 .2 - 70 J-4 9T j - I �7 ell. s7 G fid( �rr..rrrrr. 1 M N N ti cc � O N ccO ' VA K C2 0.A' J -.J C2 �. 0 � � x UC-3 O � ti m O cm S�J Ov Q � r C Ft, tAAlL 7 PAClrw3 STEEL WAREHC,',,'.,'SE CO. P. 0. BOX 10223 • 3865 N.W. ST HELENS ROADJORTLAND, OREGON 97210 mom AUTOMATIC SAWING FLAME CUTTING ;HFAF7 steel Se�ccuce . e 5031.2.22-3811 /Y ' OF TIGARD Date -_( A _7 Amount $ ollars Name - ---- �-.-L4.2.1 Cash Address M.0. -6—- ack7 ❑ St. Opng, ❑ Bus,Lic. P 16g. LICH. Pubons. F1 Bike Lic. ❑ Copies Ej SOW,Serv. Sewer ❑ Filing [j Fine&F. Assmt. ❑ Other ror: Pern�t # 7015 - CITY OF B Y: N P JiJ``1D SEW ERAGi'_"� A_,"" iG Y OF WASHINGTON COUNTY 326 N. E. Lincoln Sr. HILLSBORO, OREGON ;7123 BOARD OF DIRECTORS (503) 648-8671 DANIEL Q. PATTER � JOHN C. ANICKER, Chairman General Manager LVELL GARDNER ELDON HOUT WILLIAM MASTERS BURTON C. WILSL, 4, JR. �9, October 19, 1972 f r . City of Tigard P. 0. Box 23557 Tigard, Oregon 97223 Gentlemen: RE: BELLWOOD N0. 2 Enclosed for your file is a set of the construction plans on the above referenced project which has been approved by this Agency and the Department- of Environ- mental Quality. Very truly yours, DANIEL 0, POTTER, General Manager Erol' F. ha r, P. E. Staff Sanitary Engineer EFG:vr Enc. 71-17 • ,a CITY OF TIGARD, ORF)GON (P-W.) PIAN REVIEW CHECK LINT REVIEW CRECKLYST PUBLIC !MPNOVEW -.•�_ NT CONSTFtUCTJON P RAWINGS CHECK PIAN TITLE: �' �v c��c�l ..� I F PIAN DATE: 0000_.w..--_.._.......,.. ._.._�.._. APPROVED �—•--__0_0__00_ 1. GETWIAL RE'QUIREMENTu .............................,..., ....., ' ....� 0000 ............... .....ee......•.,..r.e.e.................. O I22. STREETPROFILF............ ....................... . �1�• 13 -LV* V. SANITARY SEWER PIAid.ea. In.r,.o...1.e.r.s.o...e..a....n........n..en. a'� ea..�a•e.•I.e...a...,.,.e...P..,.eP.. ry❑13 rFA PROVIlEe.n..............n. .�V. SANI:Af7 > y P.o s... STORM SFWE.1iPTAN... ......... IJ V1 TSTO3 ! �W ] YnsYj' . .•n 0.a»... ......'.. P �1ILI. ARF,A DZ)�1�!�t \ 0 0 0 0 ......:...,...a a �7y�}��ry��71 �JC��0000 P.e n.n e.0.•0000 a.»a.5...a.�'P.. •.I.s. ., IX. PEDESTRIA ." Af PI; t n •1.n.n.n... TkAF�'. C/�NZ�iO1., DFYIbi�,S._r,.a`:0O). see t�l\'r i l.�A.V P.u . 1 1 O 000.0i..a.n.rrr•ar.nalne•en.0 nYa JNDMLiOND 1►TIT,7 CCJ.aP000 1Y ..r 0.+.0..0 .r0 0 0 0 4 e a 0 4 a 0a 0 4 0 13 13.../XTI. PARKIM • ` •........ • r4600006000000004 1 O.! - 0040500000 E3 _ ._ _, ......._...._ �-......... .......,..._..r......_...»-.-.......�....._.._«...,_......,.,_,......�..-.�._..•....-..r..�,.r 0000.»'.r..«..�.......�....4._._....,..,,,,,,..r...,�.�.•.--- .....r..-00,00.. - .........._....-.-.-.....,,......._,_.....,. ., ............ - ..__... _...�__... ........ �r_..,....._. - - .�...... _. ..........�.....,0»000.-...�..,.�....r......,_.. ..�.., .-........�......n..�._._..,,....,.....-�.,.._._.._..-.,00_00► ---.....�......�..... 0000.-..-.....r....e..........� .r.__.r.,........»_...._,.._.......y,....,......... - ...�....,...�.,...�.._..�....-0000�._..,.. r__........,..._.. PTIAN RF.'1+P; ,'D TV` 0000. y.� COPY TO PLAti) CITY OF TlGARD, OREGON (P.W.) PLAN REVIEW CHECK LIST REVIEW CTs rKi,IST - P► LI.' 'IkIS'POATMEN CONSTRUCTION PiX1!. CHECK IF PROJECT NAME: (jc ( W 'G d ��— PLAN curK DATE: /60 D 7Z APPROVED I. DRAWING GENERAL REQUIREMENTS: A.) Vicinity Map & Ploy. Plan & Detail Sheets.................... B.) Plan/Drawing/Sheet Titles................................... C.) Date/RevisionDate.......................................... p D.) Oriented North Arrow.....So*.........000*00................. E.) Vertical & Horizontal Scale.**........ F.) Name & Address of Engineer/8ur��yrr......................... . G.) Elevation Datum (Related to an Established B.M.).....0...... —+z H.) Rxtatina Boundnry Lines & survey Monument/Markers........... I.) Existing Topography & Land Features —.-0 J.) Location, Wi-dth °, Purpose of all existing easements......... -4�r� K.) Reserve Strips, Street Plugs & Public .Open Areas Specified..----._u L.) Stamred "Preliminary`'/Construction "Phases" Specified.000 coo T I . DRAWINI STREET PLAN: A.) Street L,oeation/Alignment/Fasement,.. .0... .......0.00 ........ B.) Intersection Location/Alignment........ .. .0....... ...0......r._,,rY C -) Driveway Access Location/Alignment/Easement.... ............. —___ j TJ.) Feasibility of Future Extension....... ..... ....�... .......,.�_ ___�( E.) Street/Avenue Name Conformity..... ......................... . F.) Mail-Box igcati�n...........................................—._�_-0 G.) Bench Mark Location................. ,........,............... _[] H.) Construction Standards, 40 00 1.) R/W Width......0000.0 0 0 0 0.0 0 0.0 0 0 0 0 0 0 0 0..0 0.0 0 0.0.------------ J 2. ) Curb to Curb Width...............,,................ 3.) Utility Strip Width... ----,^ 4.) Sidewalk Width.........00.0..0.................... 50 Street Curve Radii................................. 6.) Curb Return Ra311....................0...0....00.. 1 •) Curb Cut Loc:ations........ •.r......e............... —L 8.) Cul-de-sac Radii...0.............0.......0...0..0. 90) street Surface Drainage Pattern................... --CY III. DRAWING STREET PROFILE: A.) Street Centerline Grade/Slope/Elevations.................... B.) Intersection Grade Co�ntinuity.,.....000000000000.00.0.0.000. C. .) �E}y I sting Gm4und Cut/} i�/Elevation.............0 0 0 0 0 0......0 D.) SOP Of Curb Grade/Slop./Elutions............9............. .--�--1� ;=IAN REE IFF CHECK L l"T E.) Street Cross-section Detail & Specificati.on......0...... . .. F.) Curb Cross-section Detail & Specification...0 0*0 9 0 0 0 a 0 0 000. -L G.) Sidewalk Cross-section Detail & Spe..;aI*ication.................. H.) Dries Apron Cross-section Detail & Spt'cifi(ation........ IV. DRAWING SANITARY SEWER PLAN: A.) Location of Tie to Fre-existing System.... B.) Main Location/Alignment.........e.0....0.........e....,.,.. C.) Feasibility of Future Extension. ..... ............. . ....... . D. ) Lateral I.ocaticn/Tie/Alignment............................ . . / E,) Necessary Easement Provisions Noted........................ { F.) Construction Standards, I.) Main, Size......................0e..go........e... ----�" 2.) Manhole & C.Q. Location/Bpaci.ng/8ize......... .... —.._� 3•) Hse. Service Location/Alignment,/Size............. --�, V, DRAWI"rG SA11ITA.RY SEWED PROFILE: A.) SeveI Lite grade/S]ope........se.......e...................__ _ ' D.) Fx:tstl% Grournd Cuq/Fill/Elevatton...................... ... . a C.) Finished Surface Cover .Above Sewer....e......... .......0... p, D.) rd. Invert & Nim Elevations........6....,.060..0.0..a ----------- E.) N.H. Type/0ro 3o z,oertion Retail & Specification. ...0 0 0 0 0 0. —�—{ F.) 1'1p./Pipe loint Specification........e................... 9. G.) i3eddirw, Cr~3v3-3ection Detail & Specifiration.........0 0 0. .0 N.`) bl)ecia Stredul Cios�sying Detail & Specification...4... 0e... ..—_�_� II,� 1}1„ter <+ial. Enc,,s�;rent Detail & SpeCi.fiCf�tlLQt?..0 0 0 0 a 0 0 0 e,604 ..0. —�] VI. DPRAW11r, 4uZ'n�Jy1 SFWFFR PLAN: ._.__. A.) Location of Tie to Pre-existing System/Drainage Ditch. .... . P.) Storm Line Location/Tie/Alignment................_o...... . ---L, C.) Feasibility of Future Exter.cion............................--------------(3 Do) Necessary >aasement, Provisions Noted. e.•..0.............. . ..._— E.) Constriction Standards, 1.) I,.Lae Size........,.0...00ae ... 0..00.40.00..000... -----� 2.) Manhole Location/Spacing/Size/Type................_ _0 3.) Catch Basin Location/Spacing.,....00..0..0....... -----i� VLI. DNAWIX STORM SEWER PRn�'IL>';: A.) Line Grade/Slope..................0000,..0................. s ❑ 11..) Fir.i shed. Surface Cover Above Sewers.•...,0 0 0 0...,0•..... ... —�—i i C.) 11�st'.tlolf y, !: t.ch Pasin Invert & Rini E,levationg..••..0 0.0 0•.6 —� Do) Pipe/Pipe .Joint specificati.on.............. ......... ......e—...___o E.) Catch Basin Type/Cross-Section Detail Fx SpecifieP tiov....0.--o” F.) Aeddin r r.:r.,es-Section Detail & Specification. .... 0 0 0 ___0 (3.) Special Outfail Detail & Specification..................... a Page 2 V t (P-W-) n-AN REVIEW (JWCK LIST VIII. DRAWING AREA DRAINA%,: I A.) Flood Plain I'Vita) l.) high Water Elevation.,.,,,,,,,.. .. . . .. .... 2.) Mian Water Table Elevtition....e........e........._---L 3.) Creeks Located/Flow Voltme & Directi.on.. ..... 4•) SprWr, I,mated............... .. .... ..ee. „..e.. . . -��{� ;.) Wells Located./Capacity....... ...............e..... D.) Calvert Location/Alignment/Easement................eea..e,. .__--- 1.) Invort Flevations...a..e.,e......e.e.....e„.e.... ------�^ 2.) Type/Size/Flow Capacity................... .... .... - O C.) Drainage Ditch Location/Flow Capacity...................... —_—� D �_@• E'fl�{�f)�4- F,ot:ation $ize...... .. . ee.e.e.....o..ee.eoo.. IX. DRAWING PEDESTRIAN & Tlif"'IC CONTROL DEVISES: Aa) Pedestrian control, .L.,i I^.'tY�:;:':'walk IAcratiion.. ,e e....e.,..s....... .e.e,..•.-..------� ./ I.,land Location '"%;C .lle.. ...o...o.o...00 .e.e.oe.. ----0 3.) SLt;ml & sign loocation/Number/Type....a....,.....------0 Be) �u .i.)/� SU(7rtt.l & sign Detail & Specification............. B �1 f XO., ContU 1l y 1.) 11VI41s IVwk.ing Location/Type...........................--0 `xi-A & ?,ocation/I`Iumber/Type....................---0 3; : IUM & J r M- LI Detail & Specification...............e.. .....rr...m.....,�e..v. X e DRAWIM� STREET ►..IGHT-LA t: A.) Pole IwO,ail & Sper,:fixation......,...e..............*foe,.e--_�; B.) Fixture Detsil & Apecifiration.....s......a......a....ae.o...---a Co) dumber (if �ittify8......o....................................a----U .....e..e.................e.e..o...oee.eoe. — Q Y,L. DRAWIWs UNI�RGR�?UP;D (Ym ETII;t1« �..._. _..........r A.) Gac, If) Mnin ,Line Location/51Ze/)Vhth...... ..............—_--� '?.) 11ne. .901-vile Location/51zn/Depth......... .. .... ..----0 30 V,J.Ve Location......off 0000.....o..o....... 4.) Met.c2• �i00ation............s..........o ...eeo.....- —� Be) Water, 1.) Main Une Location/Size/Depth................. ...- � .) TIne. Service Location/Size/Depth............... ..--- 3.) WtIve It+cafiion.........................e.,. .......�---� 4•) *ter Location.........................•e........ ---f� 50 Fire Hydrant bocation/Nwber...................... C.) Phone, 1.) Cable (Conduit) Location./Depth........... ---�� :.) Moll. Loc+Minn.................. . .....e s .. .. . ...�— Mage 3 ( N.W 1 PIAN REVIEW CHF;CK LIST D.) K'e,�+ric Paver, I.) Cable (Condui.t) boctrl;ion/Df_'pth. ... ... ............ —_-0 __ 2M Vsult��+.H. Location., . . cation.,. . ..,.� ................... -0 ]I. DRAVIM PARKING LOW: _ _._ . _... _..�._.._ A.) General. Lzcation...... ...................... ... ............ A.) ..AccesF Alignment.. .... C.) Construction Standards, 1.) Width/Len4;th...... .................. ...... ... .. . . �_ —p 2.) Vehicle Movement Pattern/N%rking.. .. .. 3.) Drainage. ............... . . .. .009 . 0...... .........---0 4.) Crow ie-ti,,,n Detail P. S.PecifIrzi-inn.., FwT MCXED By-----Lj1d—'1/' DATE s / 1% -7 Z CITY OF TIGARD, OREGON * �q san�rtfsgTi�N DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. FR(1JECT Nr t I. PROJECT NAME: BELLWOOD - Phes. II I. DRAWING (TITLE) . BELLWOOD Nw. 2, STREET IMPROV-dated 1 10 26/ 72 _ IV PLAT (TITLE) s BELLWOOD II dated.-_11 i , 72 -_ V. SITE LOCATION. North of Bellwood (I) sbdv.: NE 1/4 Sec. +, T-2S, R-1W, W.M. Washington County VI. PRINCIPALS: (SEE: "KELLWOOD - Phase I" File Folder) (1) DEVELOPER: J. W. Brayson .� P.O. Box 23587 Address Tigard Phone No. (7) DEVELOPERS SURETY AGENCY: nute: cash b,,:.d escrow agreement Address_ �, Phone No.— _ Bond No.� Exp. Dnte_! (3) ENGINPEP• J. Harris - McMonagle Assuciates 9'x')5 S.W. Commercial Street Address Tigard, OR 97223 Phone Nu.__ _ (4) INSFECTOR. Ernie Campbell / Leuuard Cook Addrsrs City of Tigard Phots No._______— (5) PRIME CONTRACTOR: w Addret,4�_ Phone No._^_,__ (6) CONTRACTORS SURETY AGENCN :ice• cash bond Escrow Agreement _ Address Phone No. Bond Nn. Exp. DAte_ ' (7) SUB-CONTRACTORS• Warren Brown -- Excavation ' Insert: Street, Sewer or Street Light, SUBDIVISION CITY OF TIGARD, OREGON SUBDIVISION DEVELOPMENT PROJECT (P.W,) Procedure Check List I. FILE INITIATED.... ...... ............... . . Ag lc; 6 72 (1) Supplementary, sheets att.ac:hed., .. II. SUBMISSION OF PRELIMINARY PLAT,- (1) Pending Planning Commission action.*.....0..*.. L3 (2) Approved tertatively by Commission............. ❑ III. SUBMISSION OF PRELIMINARY CONSTRUCTION PLANSe (1) Plan Check ,`CmTencedi ......e..e. .n,, ..... .. ,. z iaLuZl? (a) Revial .ns required............ ......... ❑ (b) Stamped. .ipproved for construction. . (2) Utility Co. plane recei.ved........ .. ..... ....,, 3 (3) Improvement cost estimate received. .......... .. 13 TV, EXECUTION OF PROJECT DOCUMENTS: (1) Contract documents drawn. igned............ C3 .12�11.L7+2 (b) s i.gned......... .. ..... Qg 1 7-/-73 12) Permits & Licenses acquired.... . .... ..... ...... KI (3) Easements; obtained & recorded. . .. ...... ......•• ❑ paid (4) Deposits made............ .. . .. . . . . I. . ....... ... V. SUBMISSION OF FINAL PLAT: (1) Review for conformance commenced; . .. .. ......... (a) Revisions required.. .. .... ...... (b) Approved A. signed by Cos m. Chairman,.,. 91 LI-22-'(2 (c) Resubmitted to Commission.. .. .... . ..... ❑ ( Ress.No. Approved. ... (2) Approved and recorded by County Surveyor....... B_j2 F1:[ (3) Address's assigned..........,, VT. COMMENCEMENT (it CONSTRUCTION..................... ....... 11A ,4� /16/72 Ncte Inspections sheets an,' construction/ Inspection •?heck list (attached) for progres►,. VJI. FINAL INSPECTION OF CONSTRUCTION.....................0... � 3 $ 7 ' (1) Pending corrections of defi.iencies............. (2) Not acceptable, construction deficient,........ p (3) All construction Items accepts., .e........ VIII. EXECUTION OF FINAL IsRUIECT DOCUMENTS. (1) Maintenance Bond signed........... ............ (2) As-built drawing received... . ., . .. ..,...,....., (3) Final report to Council issued ' IX. CITY COUNCriL ACCEPTANCE OF PROJECT IMPROVEMEM-S......,... MAINTENANCE W)ND EXPIRES x ""ts'- CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P.W ) PROCEDURE CliECK Llti 1 NOTE: UTILIZE ONLY clearly marked APRROVED PLANS, pl,n rv� isi.ons, change orders, speci.ficationn, etc. ; I. SANITARY SEWERS (A) Commenced instal'*inn. . .. . .............. . . . . CC) L) '1t, 2 (B) Completed installation.. . .... .............. . . (z 10/j0/72 1) As-bui.]+- field notes filed......... .. m A) C,,;-;• -ant to engineer.. . . ..-... ❑ / 7) As-built field notes received. .. . .... ❑ / a) Filed in project folder. .., . . .. C] (C) Inspected and Tented. . . . . .. ... 2 11 -/28/72 1) Test nomonogrAphs filed. . (D) Tentatively accepted by City., II. STORM SEWER: (1t) Commenced insta 1 lntion... . , . . .. ., , ,....... .. ® 1U,'JJ /72 (B) Completed installation .. . .. .. .. 5 '14 /71 1) As-built field notes filed..,....... . ❑ (C) Inspected. . .. . . . . . . . . . . . .. .. . . . . . ❑ / (D) Tentatively Accented by City... . . . . . ...... . , ❑ / III. CURB: (A) Commenced i.nstAll,+tinn... . .. . . .. ........ ® 11.20 72 1) Bench M`rks net.. . ... .. .. ........ . . . . ❑ 7) B-nch Mirk locations filed..... .. . .. . ❑ (H) Completed inrrale,tlnn........ ....... ...< .. W 4 '12 73 (C) Inspected... .. . . . . . . . . . ... . .. . . .. ..... . .. . . ❑ (D) T-ntntivply accoi-ted by City. ................ ❑ / Ili. STREET: (A) Commenced Grading... . . .. . . w 1112 72 _ 1) Sub-grAea inspected...... . ... ......... 7!31/ 73 a) Test data filed. ..... . . . .... . p b) Tentativeiy accepted by City. ❑ (tl) Commenced rocking. ... .. .... .. . . . . . .... . . .. .. . ® 7_,A 73 1) Sub-beep inspected.. ......... .. . . ., ,. k / a) Test data filed.. . ❑ b) Tentatively ac-epted by City. p (C) Commenced Paving m t) Paving inspected. .. . ... ... ........ .. ❑ / / a) Test data filed. . ........... . E3b) Tentatively accepted by City. ❑ i (D) Street tentatively accppt©d by City. .. ... . ... ❑ _i / V. _pARXING LOT: _�ommwrred grading... . . . . .. . . ............ .... . / —N_ Sub-gr.Adp inspected. . .. . ..........�; —7 Test data filed.. .... ❑ li b1 t ively accg;ste�by City. 0) Commenced Rocking...• ....727.......... ..... ... E3 I t Sub-base i�e_c;Pd.,.�`�-..rte,, ,..,,., ❑ � Test data fiJ.ed, ....,: ❑ �� b) Tent.Ativply arre±l ,.ed by Cit►r- ❑ ' (C)" Cemmwnced Pavi.na. . . .. .. ..... ............... t) Prvinrr inspected. ... ..' C10TPQt rats102 ................ . r L; Tentatively arrp6tw4--kW Ci_ty. . . El r (D) Perking lo+- tentatively accepted by Clty:..... p- ,r VI. SIGN: (A) Street name gignQ installed. .. . . . . .. .. .. . . . . . . (B) Traffic signs installed.. .. . . . . . . . . . . . . . . . . . . . r L_ VII. SIDEWALK: (A) Commenced installation.. . . . . .. . . . .. . . . (B) Compl»ted installation... . . . . . . . . . . .. . . . . .. . . . (C) Inspected. .... . . . . . . . ... . . . . . . . . . . .. . . O / r (D) Tentsti.vc lye acrnrtad by City. . . .. . .. . .. . . .. . . . El / VIII. STREETLIGIITING: (A) Commenced installation...... . . . ., .. . .. . . . . .. .. g/) (A) Comrl.eted installation. . . . .... .. . ... . . . . . . . . .. (C) Inspected. .... ..... .. . . . . . . . . . . . . . . . .. ..... ... cL 12 7` (D) Tentatively accept«3 by City. . .. . . . . .... .. . . Cy.r7io 1) Authori+ation letter to Energise Filed LANL'SCA-PE i-- \._(A) Commenced installation. ...... ... .. .. . . ..... ... U / ompleted installation.. . .. (C) Ins d. . . .. ..... .. ... (D) Tentative cepted by City.. . X. GEE L AR-'A DP.AINAOE: Buiidi.na rain dr inspect p / A) Culverts i cted. , • p Drai ditches in4pccted. ... . . . tatively accopted by City. ..... NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE. REVIEW FILE TO INSURE COMPLETION OF CIie.CK LIST AND FILING OF: 1) Approved Plan Revisions 2) Approved Specification Variances 3) Change Orders/Extra Durk Orders 4) All Corrempondence/Memos 5) Daily Inspection Sheets / 1 L'or) A ------------- T/L/7 Avoid Verbal Messages A-1 CITY OF TIGARD To: PAP E, _ Q �� From:---. Subject: Loor, _4% Date: r� GC • r0� rC�CrGv1CC GrG O S • I r 1 QG,e H , `r"G � �P� m H e ►, , , .,.�. N.w , ryl 103 I 3 � rNl, opt i 1� U ' vLtl O! '4 �. C 2 "► r s 1 a 1 �• I I W r � \ `� 1•� V �1 'V I ,7 1p Aw D - W ry. V7� I 1 ® � •.. s+ c D H o H I I I I IJOT E S: I. ALL WORK SHALL 13E DOGE 10 C0UF0feI0kik)CE WITH THESE PLASS AOL SPECIFICAT`10�.)S WHICH ACGOMPAUY THEM, AND WITH THE U01FIED _ 33¢ _. SEWAGE AGENCY ( S A ) iITY OF TIGAQO(CITY) STANn4?ps . IN yHE (-ASE OF �LICTCIT � TNDAI? � N, THE U A aN ' TAKE PRECEDENCE . �E of or oelr_ 20/,yS'i�y I �. �JO ITE=NJ U2 F/IH ,E OF MURK SHALL t3E CON SIpEr2ED CUMF'L.ETE I I �)NTIL. ACCEPTED BY THE CITY OF 7IGNI2p ANCU THE ENGINEER I ! I 3• Nu- rfZENCH SACKFII_L MATERIA'-S AND METHODS SHALL BE IN , � •:; .. -1CA RD �TANuARDS.J09 /07 CONFO RMANCE WITH CIfY OF 1 • �O3 F_ X/.sr jgdc1�w41NN /4-3 r I 4. A! l_ PFzFZMIT5 AND LICENSES NECESSARY Fol2 PROSECUTION ANS_; COMPL.E•TION OF THE \NOCeK. SHALL aE SECU 2E O AND PA I L7 air c_OrvST2UCTEON. I f=0(2 BY Tl-i� COr�'r2ACTUR F7RIUIz TO COMMENCING OF _ - 1 .. I �� St 9 M�G - 3 Tr✓F 23 G /9e�, - Z49 3 cx�r ! \ TAE LOCA'T'ION O� EX1 STING UNDERGQUUUD UTILITIES SHOWN 1 E 2.1.. a„ . j � _ � ` b �. . ...... . •._. r-�_ . ,. � . , . � .. , ..� .. ___. -•-• .,� �'A�� -•• • L•• � _._.__..._ � ON E FLANS IS FOR INI"c�2rwnATION ONLY I>Nl7 IS NGT' S 1n/. K Fa T/� /�/�(JE� ST - 1 + . �'� I_ 4Q)0 .._ �� .. `ti`�� c�UARAv EtQ TO ©E CCUf"rNTR= H 8 CSP - L M ar •� . .•" �'" - � :.p C4O 6. 3EF�O(?E CC�MIIAENCIN�o CUN STRUCTIUN THE CONT2AC rcy� womwo, t7 +T -- ------ ©� y11' �h,�s r P �� I�EII�r0 SHALL. NOTIFY At_L. PERTINENT NENT COMPANIES O� AGENCIES WITH UNDE2G120UND F/�CILITIES IN THE .JOI3 AREA SO THAT P:-ACI CEL 5 PT _ S_v, E I - ' s N �UZ Lk-TIES MAY BE RCCURATEL_Y C7CATLp { wCiZ ►,.• -• - , _..._ N � HS, TEL E PHONE, 1N ER, STORM $ AN I TA I?Y S 2 S, �.T G TOP LI':_o r 7, ALL PIPE SHALL BE C-00CQETE SEWE2 PIPE COA.�F021VIIoG 'n Y I N IE �a.i W ©�.? T r. �X�ST. L✓.UE AS7'�VJ VBG, C-/4 8 ALL `,E=2vI(,E LOTE.RnLS 70 BE GI' DIA. 9/ 9 y 88 I 67' 9$ __ o 90 I d . - --- - o /00 97 I IJt©o AAAA-¢ • • I � I iE /9�. GS � 8z F .._. _._. ... _._ ,5.' F3 7 •.M i �-.�-•,,T•OP 233.17 , I f� ZOS 3/ a S / r IE 2 -1.0`! GUT P � i cit nL Y_ L '4S - S _ O.OZT - -- rc� � 3tm2 !�iF-I -TcLPzz5• O a c IE 220.-.7,7 OUT___ -41 _.__..__ _.. .., .,..-,.........,........,......,._... �.�. ._ raiT^1 'i.+?:e ••til ., v�/n.. •wrl e,r. a.w•✓sane 2 2.C), 4I' 1 , . `...._. fir. s �. M W LLS •�I�L•rAC. t tN ( IL 8/ / / try !•/ �+_ .... t. 7 .i • Q 77 76 j 1 io ,� o o# off. N 23o co 1z IN ki Jul ¢ i; LL-77- FSF 3 / `� ('.1 G V 2 R S 8 c L 400 - C7. G ,4 �I v� 3 a I I v S O`-4 Ry P N ExIST. STU2w_ I INLLT f ; c• l�� S I j �'.....�, +,•r ;E- 2��•3'� � , _. ._ .. _ f• .. - � 4.034 1 `� '` :O m C U 2_E,S �roo 9i�do a �f oo Ctoo Stoo 4tOo 3tOo Z s 00 1/0000 L I RIS I ROEI LE w. 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OE 62 82 LZ 92 SZ vZ EZ ZZ IZ 02 61 81 ,CI 91 SS�I bl EI 21 11 01 6 9 L 9 SII b E Z I ►M' y' ,rr,IIIIIIIuIIIIrIrllurluululrluulr111�III111111111r1111111unitmin{{Iltn�ttIIIIIIIIIInlnuluullnlllullllllllulllulllllllullllntil�Ifl,111101{Illrllnlllnllluu�ultlf lu�lltllnlllul111►it�11111�uIIIlu11u111n111nn�InIIIWItllllltu�lfuluu�Jl�llll�llulllltllwllln JUMi 19912 DATE NOV. 19 -72 C E3E��1 ��I( N�� CON I NC, .4. � _ ti Cp , C 5� ...r✓ 1 r,,r'��° � � h t U ATO d��i�K L AAA �. ,...., � GOV N - t3 Elow. -_(2�2_JAl_,,lj C, - -L_ L c tooto, WOOD _of ANAMN1101 ypNOTARY Pt LIC' IN AND FOR OREGON S'OG 75.00 QoO 0 MY CC-MM EX ISSIUN E , TS . 00 , ; _ zs 2S N- ��48' '� S.OU TS . OG' 7,6. .0 4o W O o5 C)0, -7S.00, ; L1 W N- a q d '4a to - S.00, ` sec. co R ,� T I `' , r' l w- a ' "� 5 .►c�' goo. ' r •0 - - ^ O C� 0 C I ° oa %'S. � ,4T- zs,1 cz ° / ,�3 N f C) 0 C� / o w is -.l io A.T V O 0 /� _- Q 1 V 0 O O �••' 3 d - Q _. O -NOtVUC'�Mr 0 - I �,� p_ o � t N gg484o�w z - 0 soo -% - o . , a ° � " 103 � o 04 1 S C�0 �'S . � 7 o' r N- 8? 48 40'' �' N CIS.1t x5 .00 2 Ir S. W. �s. 2 '7S. 00 1 00 N- 8Z5' TS. 0c) , 7 S,O��' 5.0p' , 5�� P�--� 0_ I . 4 85 4.O - W KA THERINE U, E �q IS.�1A N SOS , p p' ,- ._ -- -- --------- (D - N „ ` M FO �FQ ��lto 1` / i ` '� `► N -mss -• �O' 7S. VlJ , r ��.. , 11 J . O-' . ♦ - 1 -'/�. O 0 `` / N f T S . o U r I S,7 N-8$ '48 4Q-1�/ Le ? .OC 75 C7 O ' 15.71 M e%t za n► ti O N_ o �o S. D b Z tV c;, 4J 88 �8 40 - 1 I � w _.� 90 . 00 40 84' so' o s- � 02 � :� . ; .•�: � - _o - ui R=la'� 2 S 2 S R -1 o' V 0 `� •' f 0 0 / '4e S_ ' ' N -i t C) 1 a p 1z (�1 N - 'es , p N , N T 0 -ri Q Q Q - �,� nl N 0 o G a - o - oLu �u GN 9. O M •' -1 00 , ��f ` .8 ¢a ^ ;y 6 ,� :. QQ' 7S. 0o 1 o �� v` / 00. UO � Z ! % i /S.).So. - _ 7 . oa ly•g848 4C) - 1Ar I 88 „ 3 -7 G. o o 7 s o a , Al 88 4zq 'moo '= w j - ;, 3?e ! • '• - S-tee ".08,4 o _ N. 8848'.4.0'_ W 7 �� S - a ( Of j . . O '.' 0 N LA C 8 S _I 25 2S r- O '%A Iv _ , - � O r o 8 G � . = N m �► �!� O o o N- 88°48.4 0"- Lv Z 8. 7S. .• 211 3 PT I j �S _ G LONG tti Z 2 O N � N ` •gti`i i G.Y. 2ROu PIPE Vr r,,, �,, '` -+. -_ '. '• i '� I SUI?FSC E 91 G9 33 �,Sx, N c�� o , STREET CURVE DATA 3 �o. �� `� N �. R L L .C. ChB 9 9 k,=/S' bh Is c6 S.W. N { . PLnC E ►3 �9, , oN m T 11 - 01 -00 194. 64 37 42 37- 36 S - 06°41'50 - W >� o ti� -._____ 8S -�-8 ¢o N /� 20 43 N ® 11 - C)i - 00 264. 84 50 . 92 5084 N - 06041'50"- E o Is�c ? - _ Iry ` Q- 8ry Z 4 q 6 a 440c; 11 - 01 - 00 169. 64 32. 62 32 . 57 S- 060 41'50"-w N N � �> oc� .. :, LOT CURVE DATA o g �� o e (J 1�.6.Z 0 •, 76 101- 01 - o0 10.00 17- 62 15. 43 ly _ ° 1 1/ ° 1, 38 18 10 - W _ A' 0 0 �b .N ry ti 70 `� 5 8 9 75--, k- 77 113- 15 -40 15- 00 29 65 25. 05 S - 34 33 30 -W N �. N1 ,�- R=15' N- 88` �, _ - 77 64 .53-12 50 00 ° 1 1/ • �� N �, 4�3 4C 1N R l0ill". O 56. 62 53. 65 5_ 10.22 I6 �� W Iv h .� T�•Eo 78 46 - 15-33 50. 00 40. 37 39. 28 S 65 156'3 8 W ;L , cr+ 9's- 79 46- 09-2E 50.00 40. 28 39 20 N- ° ' � I o G . 3 Z o fL ti L ti 7 0 84 6 7 5052W - 5 �. �o N p 40- 37- 39 50. 00 35. 45 34 . 72 N- 24" 27'20"-W t « • N. gS �/ =30'= F w '7 111 Ui ''� _ all 68 - 22- 02 50.00 59. 66 56. 18 N -30002'31 E Pv /00 r �. 82 52- 01 - 12 15. 00 13- 62 13. 16 N - 38° 1'-) ' 5 6"- E - " N 00 1oQ ' 82 36 - 15 -44 44. 00 27. 8 ° '- "± � 5 27 38 N - 30 20 12 E N •� > o� - � 83 42- 43 - 16 44 . 00 32- 81 32 .05 N- 690 49'42'= E (V rr f 5�7 o _ - ; 86 78- `9•- 00 ICS.00 13. 79 12 - 72 N- 510 4 1 ' 50"-E p o 'go ��, 40 �•� � 9 �. -w C - 0 0 _ 0 ' ., - 86 11 - UI - 00 239. 84 46- 12 46. 04 N - 0604I t 50"- E �_N �i �� _ iV 0- �,, N 9.< 00 N 87 90-DO- 00 10. 00 15 . 71 14- 14 N-43.48'40'= W � / 1 .� - • 92 11 - 01 - 00 219. 64 42. 23 42 17 N-06041' 50" E / v Z O - N 7S N �..o O .. . d f- N o 0 Iv �`• N 92 90-00-00 1000 15 . 7 ° 1 I_ I 14 I4 N -46 11' 20" E 1 Y �• ©• '� `� Qom• � � 1 V I � ` . 1/ ./ v' 0 '�' rK � �, z N M i : . • . 96 11 - 01 -00 289.84 55.7:3 55,64 N - 06°41 '50 • -E c3 �n o b, -A�-- 98 90- Cy0 00 I 0 00 15 7 I 14. 14 N- 46° 1 1 ' 20"-E 99 80 24-21 10.00 14.03 12. 91 'N- 48°36' 30"- W s ,. �/- ��. a ao Z �g ? 99 43- "►2 - 12 50.00 37. 99 3708 N- 300 10'25"-W S o _ ►ti- ra �, --v_�►� ¢ s',n s ;r 100 62- 10-49 50 00 54. 26 51. 64 N - 83°01' 55"- W 7'�0='� O `�' O ... ..`• 101 45- 50-G O 50.00 40.00 38.94 S-• 420 5740"- W I 3z• So 0 p r ' . . •• ' ► 102 45-`_i0- 00 5000 40.00 38, 94 . S- 020 52'20'0'-, E o- 0 • 9,3 _N 0 103 45-50-00 50. 00 40.00 38.94 S-48° ' /�- o 42 20 E / •• •-; t- In 0 N : 104 __ _ rT- 1 1 - 20 50.00 15.00 14. 94 S-80° 13'0 0"- E '�• I S 3 �C • �'':: •f , 7 v �' Ss o�, ' oN N 113 90-C'O- 00 1 G•00 15 7 I 14 14 N -43 48'40"- W 4; •�a ` , �, 1 ' �, r� �. NOT , A_L C'Tr �, �r�I....�._.Rai ir��z:, I�.It�i ••' L SHALL AvE A 500 WIDE EASEMENT ALONG ALL LINES FOR THE PURPOSE OF �� ';7 . �1 � , � CONSTF UCTING & MAINTAINING SANITARY SEWER, STORM DRAINAGE, AND UTILITIES, AND OTHER r (")(=' �. t�� ell EASE A1 EN TS AS NOTE;) • • • ,# --, . -�'nww....• « r a, -' L V T 1 C' V TlJ A l 11 C T ' ` G G C g . � w•• l.. i ^l 7 � Yi1. 1lellpl.Y!•! •II...'r11'lriN.'- fi � I ,��lll I � r'ir.i rli II Iii III Int r�1 ISI til i � I rel iii I � � 11e X11 III � 1 � � 1 � � 1 � Y 1 I I I I i r � tl t - - _ NOTE : IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN -" 'THIS NOT I.Qk;•-TT IS DIE TO THE QUALITY OF THE ORIGINAL DRAWING. _ OE 62 9Z LZ 92 SZ VZ EZ Z2 12 OZ 61 91 L I 91 Sl fpi 61 ZI 11 01 _6 9 L 9 s b E ? I alyda ,,,�'^ �NI�1111�IIII�IIIi�1111�1111�IlU�li11�111�1111�.11111111111111h�1�1�,illilll�lUl�t�ll�lllIIIIIIIIIIIIIM(II111111111111�III11111111iI1N�llliilllltl t1N�i11tI111th1�1h�Nllrrt111rt�rl�tllllr�lrrrlrt��..�111111111111IIIIIII111I1iiill��iillll�jlll��llt1 - i�� i li Iill DATE : NOV. 1972 SCALE : 1 " m :5 0 . V,Tills ��a� I, --mow. 2-A.-1. \ i r� �.- s� i..� -.- _ _- N - x'38 �f8 40 -� NOTARY F I � 1 L ; IN AND F�JFt OREGON - k. 1,'J ,' 1 400 . 0(x ! Mlr COMM{��,I�'t,' k.XPI KBE e> �/ � - r ' , - S.OV , I s' 2s ' TS ao Ts.00 ' TS •oo' 'T5 C)C) , 38'z�F 7_ � 1 1 7N- �R" a'4O'= W �4 no -w ? _ S,rc, c.� _ Iw N- 88 '4 f S.Gp /00 o,� ;'S ro' � � � T- Z s, reLu o - Ivy, I i 0 -O a 0 o = uJ / G 1 Q / 13 N 1 w/ O lJ N � � � O Q , r � � ,w � � YJ _. � �lJ � 0 0 0 / Q o Q C1 O -N 0 0 10 - sc ti�u rz o e ; 0` O o 0 0 0 = 1 �3 ( 0-7 N o o10c. Jos ° c:' .A I 1�. . a r , . a N-88 48 40- w z o �, 0 o N- 8$ 484o-y� z '�. S 00 T 5 00 , �0 .Od 7 S.o o T S .o O 2 �` --- ----- •7 S. O G I 0111 11 11 11 e 75 2 { \ 5. 00 . 00 •'�� _ N- 8a 48'4C:'- �' Irl E T-• .._ _ E., , Ln cc) 47 00 7S. O(� IA ! - N • - e � S . OU ' T Q T � , 15.71 C.1 �N�ji 'sj'C -e N 2 101 N �8 48 �o-W 5 0 S . O C, �s. o 0 . dWAMN W �► a h- $8 4 8'40'-w _ o ©o0. .. $ Airer N .• N zS' 92 CD IDO N ! Q -f O O -fl N O - ,, O N cr mss ' N � � G - 8g Q � ' O `� S3 O 0 ' � `d. all otl` 00 00• 88-1 CDC' t �. / O O. c o N I Lu S-o �SOQ.„ , _ 7 S. oo / ?5 . oo ..r N•8848'40 w � ' 40 N•Se 1�B '4o "= w - ., Q, .. •. , _ _ ^ _ o o `r S. o o ' f3�' o� �� I O f 0. N- 88 4» 40'L w a 0Noy ,.. :• ,'• • ul (D 0 N 6' �' Vt 0 �i f _ �� 25' 25 r _ 3 S ry Q O __ -- �. _ 107. 3z =.1�.1 ��' . �` ' I PT, • � 7c- -- �' INT i 02 ,. _r� \ -- _ p � 2 � N- 88�48� 4 �"- 1N � ?_ ?S. T ,- 2"x 3G LOIUG moN O N � t \ ' S . ; GAY. -tTZO ,,) P►1'E ,�'� - .. ?' BELOW SU2r<E z y ><= to �' lui STREET CURVE DATA ( 2 _ �0-_7C N L L .C. ChB L `S L -- _..,, ► ' - N m 11 - 01 -00 194. 64 37 42 37- 36 S - 06°41'50 VII 7 �; r , �h I�.fo6 `S.Y�►. l/1 q� r C j� +�1i� �p 20. 43 l9 I I _ �'1 _ _ o - /V. 90 , 1, �. N ,,�,- ;; _ /cr), N , ® C 00 264. 64 50 . 92 50 84 N 06 4150 E �`� 4z'O fi' N ,1 s;6 0 ti �C _ -�-•�--`- _ _ f . N Q 11 01 - 00 16 9. 64 32 . 62 32 . 57 S- 06041 ' 50' -w v+ � I �77 v cJ .• T CURVE DATA I3G2'3 ~• 1 N cJ . � �7 76 101- 01 - 00 1000 17- 62 15. 43 N - 380 18' 10" - W _.._ _ .._. MNpEA &R.0` ,p Ci/eG4(� � / / � � °N -70 77 _ r 89. 7S� 11315 4C i5 00 25 05 S - 34°33 '30��-W N N -�,P� " S, I 64-53-12 50.00 56. 62 53. 65 S - IO 22 16 - W ARAMYAMMEA 4#4 4), 0- Its\N '` 1 N $8`'4'8'4,0 W 12=Id o 78 46 - 15- 33 50 00 40. 37 39 28 S - 65' S6' 38'=W �S 79 46- 09- 26 5000 40- 28 3920 N - 670 50' 52 - W N rr,cl� 3 Z �.�' �.�5 �J ` .�,� �` p 80 40- 3;- 39 50. 00 35. 45 34 . 72 N- 240 27'20"-W 5' � 81 68 - 22- 02 5000 59 . 66 56 . 18 N -30°02 31 "- E W _ , 1` 82 52 - 01 - 12 15. 00 13- 62 13 16 N - 360 12 ' 5 6 E / oG• o - 82 36 .. 15 -44 4400 2785 27 38 N - 30° 2C)' 12"- E ,� - �� o 83 , 42- 43 - 16 44 . 00 32- 81 32 .05 N - 69° 4942" E 8678- 59- 00 10.0) 13. 79 12 . 72 N- 51 ° 41 ' 50"-E t" - j k; �- 86 11 - 01 _ 00 239. 64 46. 12 46. 04 N - 06°41 50"- E �� \ 0 J _N 87 90-00- 00 10- 00 15 . 71 14- 14 N- 43 48'40 = W 0 r - U U� Iv 9.v- - • . . ' 92 1 1 - 01 - _ „ N/ h,o O 19 00 219 64 42. 23 42 17 N 0604l 50 E Q N Ap o N �• N o N 92 90-0O-0G 10 0' 15 . 71 14 - 14 N -460 11 ' 20 E N 96 11 - 01 -00 289.8 4 55-73 55.64 N - 06°41 '50"- E ti� 0 �'= v 0 rV z r -M-pa- 98 90-00-� 00 10. 00 15. 7 i 4 4 _ 46011 ' 20"- , � v, � � � , • .�• I . I N E > �'� - 99 80- 24-21 10. 00 1403 12. 91 'N- 48°36' 30"- W ° w 7,� 4. -� 99 43- 32 - 12 5000 37. 99 '37 08 N- 30° IUB 25"-W a � 100 • - -49 r .. S , � 50 00 54. 26 5 ! 64 N 83 01 55 W *'� 101 45- 50-G 0 50.00 40-00 38,94 S 420 57'40"- W g o , 45-50- CO 50 00 40.00 38. 94 . - ° o .11 102 ` S 02 52' 20" E � •3�. S'� ~� ra 0 � , t.� � N o . , . . 103 45- - _ o ' ,. 50 00 50 00 40.00 38.94 s 49 42 2a - E _ N 104 r?- 11 - 20 �o•�►� 15.00 14. 94 ' I _ 113 90-00- 00 10 04J 15 71 14 :4 N -430 48'40"- W •` ' � � o `, ; �' � t�. r ��,�, ,-; r�f1•r A..L L CTS SHALL. '.AVE A 5 00' WIDE EASEMENT ALONG ALL LI NES FOR THE PURPOSE OF 1 r S � ' `�r? CC)NiTR►JCTINCi a �I1A1 NTAINING SANITARY S'WEFT , STORM DRAINAGE, AND UT'ILIT' IES, AND OTHER r�.Ic:a t. �,,�Rr ' ' ,• t 1 `-• ;- / '�rrw•.4TN '• a� , �., � 11 '9C1 -� , EASEMENTS A� NGTED 000 Lei ... ... _.. iL M „ • " �•�"'• I _ •r �.........410WANI'mm- -1 '� •. �� :off..,•_.".a.:.:. ;:'�,. •.._.,,y _''- ...r. "'�� - - - �1.�: � �1 r'' ..,.,_. _ 1 �1 Tj err I I rel li r � i 1 � 1 r � lir ISI I � 1 r� 1 � 1 ref lir rel I � 1 1 � 1 X11 fll 111 fly � � � 111 t � 1 �11 ISI Ilf X11 � I � �fl !li' I � I I � � 1 A At NOTE : IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 11 12 DRMING IS LESS CLEAR THAN TH I;: NOT I(;ki-?T IS DUE TO �-• QUALITY OF THE ORIGINAL ..» 4 ►•SING, r - 0 62 92 la 9Z S2 *Z E2 ZZ I Z OZ of of 11 91 91 t, 1 E I Z I yI 1 01 _ -6 9 L 9 Si b E 2 1 rtllll111�I�fII111111111I1111tM1f�fii�li �Ir1�ol�trN1111i�a�11liH�lill�HtI�Mj}�rlil I I... 111!�II II 111 l l�l lll�lli r 4 !!l� 1 �1 1111 TTTXTv _ _ • x ENGINEER' S CERTIFICATE : I , JAMES R. HARRIS , FIRST BEING DULY SWORN DEPOSE THAT ANDS Y T '` A T I HAVE CORRECTLY SURVEYED AND MARKED� WITH 5/8of x 30 IRON RODS BELLWOOD ALL LOT AND BLOCK CORNERS, CURVE POINTS AND BOUNDARY LINE CHANGES IN DIRECTION THE LANG REPRESENTED IN THE ANNEXED MAP OF BELLWOOD � AND FOR THE INITIAL POINT 1' ��-® OF SAID SURVEY, I USED THE INITIAL POINT OF " �3FL�W " - Iv THE N , E . 1 /4 �� 41Na GA VA _ OOD , A DULY RECORDED PLAT, RECORDED IN PLAT RECORDS OF WASHINGTON COUNTY, OREG�ON, SAIL) INITIAL POINT BEING A 2 INCH GALVANIZED IRON PIPE 3� INCHES LONG 5 INCHt.5 620 , BELOW THE SURFACE OF THE GROUND, SAID INITIAL POINT BEING LOCATED S-OI°42'20"- W , 302. 00' FROM THE N. E CORNER OF SECTION 4 , T-2S, R-IW W. M. , THENCE FROM SAID INITIAL POINT I RAN N -01°42'20"- E 302. 00' 10 SAID N. E. CORNER OF SECTION 4 ; THENCE: N- 38°48'40 W 900. 00' ALONG THE NORTH LINE OF SECTION 4 T -�'2S , ` � �,__�" SAID SECTION 4; THENCE : S -01° 1120 - W 160.00 TO A POI NT OF CURVE ' T C W. M , s n� _ , , � THENCE ALONG THE ARC OFA 169. 64 RADIUS CURV - ° E TO THE RIGHT HAVING A CENTRAL ANGLE 0r II 01 UC THE THE CHORD OF WHICH BEARS S -06041 50 - W 32.57' ( AN ARC DISTANCE OF 32. 62' ) i THENCE : S -12° 12'20"- W 48.94' • THENCE. S - 77°47'40"- E 5C 00 ' - THENCE . S-88°48'40'-S --8801740 I ' OR'�GON ° r �� E 10 88 WASHINGTON ,,`� � THENCE - S -12 12 20- W 325. 20'. THENCE: S - 77"47'40"- E 370.00' - THENCE: N -58022'29" E 69. 31 ' ; THENCE: -7'°47'40"- E 100, 00' THENCE N- 12012'20�1 E 327. 68' THENCE S -8A° 17'40" - E COUN "'I"Y. ORE . ti- ► 238 75 TO THE POINT OF N -� , 12, �� BEGINNING, CONTAINING 9.77 ACRES SUBSCRIBED TO BEFORE ME DATE : NOV. 1972 SCALE : 1 = 50' S R• �A T F t I 72 -- NOTARY PU LIC IN AND _F OR OREGON N - 88 48 ,� ', MY COMMISSION EXPIRES - cto0 . 0 0 ' S.00' "zR'f 3 f ' TS.Oo' 15 .Oo ' J TS-Oo � ?5 .00' `CS .00 " 5.00' pec' cotZ 34 Y IS - zs' 2s' N-8g� _' S.00 .Tz Iw W 48'4o`'- u✓ w N- as48 '�=o' w 4 3 T ZS 2-IW U - _ _ - ua N-88'*4.8 '4.0 -w I , W O O - O - ui /o ` wloE _.1 io `a J 00 p 4 0 o 0 0 0 -w `moi`/V7 I 0 I <r / 13 N 1 / Z 1 /l O N O N 0 scw�� _ � o o - o l O o � a � -_ 10 8 -7 u N Q o -0 csMr I a-- o o 0 0 0 0 ; o f Q l 0 N ° N o o v o 1 C7 S = 0 �' G _ 4 4 <Z7r` `I O Z 0 t Q.S.oU 1 N- 88 48 40- z a a Ts .Oo zs .o() �s.oco N c "� � CIO 7S. OO ? S. OO ZS.OQ' ' ES��(�1p� �•- - J . W, �- 48' �"_ �, KATH E I NE � F � epi , �- i5.-71' N So U . o o' _._ ._ i '. N -8t3 4840 - W N O.1 IF 11 0 "'o ��o"l , 8 Ln Z2S . 00 ' - - Ar0 .l IAS. 00' -T N �s.�1' 1p C , it 'I -n,• -•"c N-8 a '. 00 � S . 00 75.00 ' 75 00 ' Is.7� �j "�,��' � . N 2 I S 48 �90- s. o 3 � o w N � o � 102 . . • . .r r ti 1 m -88 °48'4 "w 90 . 00 40. 84 ' `o' 0 . m Kms.• ti 11 R=1 '� S ZR = 10 0 Q �- _ _ a Z 2S h - W lll 10' N •, / N �i O 90 O O f� 4 0 O 0 S ' N .� - O N Q Q Q o f O O N N Ir 0 p p - o o lll W � 00 °� O 0 0 a 0 0 0 Q- 00I b4 S q S ____ r %p./'sSo ,2 s oo' - -TIE;. o O 7 . o ? s. o N-88 48 4 0 - W 100 • - �� o /0 88 , S 9k1 " s-88 "os ao � i o � - ,, o `7 s- o o � z s'. o o � �' � � N W N- 88 4e 40 - w . I ul 0 to c, 0 = ` •-' O O �' 0 o Q N :_.__ I d 7. 3 Z '� 4 /!.'. 7S. -'�� '.4T. PT. w r., = -_ O = 2J► �' N- 88 548040" llV � �' X38 75 � 2,tx3G"�oNG I S a •' - G-Y IRo0.) PIPE N o N 2 N Iv ` . S /7 ySp - E t .. r�.;. Co�t S ELOW SUQ FpC E N 8 ` m .;. �.. � � o N `�U \ . .•% •. "- .. STREET Ci;RVE DATA R- to t'v n �� $ � 09. -3 3 �s.00' _ N N d R L L .C. ChB 11 - 01 -00 N 117 Q 11 - 01 -00 194. 64 37- 42 37- 36 S - 06041'50"-W Is.c6= S W. v► WILLS FL F)C E I N 13 ?7' �w �. 20. 431 N Q 11 - 01 - 00 264. 84 50 . 92 50- 84 N - 06041'50"- E rte- N8S -¢84ro - (v °p 11 - 0f - 00 169. 64 - ° ' Is.�� _ -� - - ll N © 32. 62 32 . 57 S 06 41 50 -W 08 ' _ - 2,q 9 �o - - - 4, ,� U. o o l ;.; LOT CURVE DATA `' .& N - 77 �7 i 1;.02 N .,� 76 101- 0I - 00 10.00 17. 62 15. 43 N - 380 18' 10" - W 77 113- 15-40 15. 00 2965 25- 05 S - 34033'�30��-W ti 0 8 / .N moo. 8 9. 7S' 77 64-53-12 50.00 56. 62 53. 65 S - 100 22 16 - W O `t\0 1 N N ti -�'�R=1g' N- 88 gg'4Qu- W/ R=iO- -- 0 78 46 - 15-33 50. 00 40. 37 39. 2E _ . 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In 2. 9I 'N- 48°36'30"-W e g 0 Zr r �: .� 99 43- 32- 12 50.0 0 37. 99 37 08 N- " �`� - 30 10 25N-W „ �� „¢�, s ' k.- ;j, •.• 100 62 tO-49 50 . 00 54. 26 51. 64 N- 83001' 55 !- W sa ' � r �'•' 101 45- 50-00 50.00 40.00 38.94 S- 42°5740 -W 3 �-��_-� 0 0 0 ` 102 x55000 50. 00 x0.00 38.94 . S- 020 5�2'20�-E / so o, 0 �+ 9'3 _N o 103 45-50-00 50.00 40.00 38.94 S 48 42 W E N 0 104 117- 11 - 20 50.00 15.00 14- 94 S- . 70 0` lj'. '-.... 113 90-00- 00 10.00 15 71 14 14 N -43048'40"- W ••' '•f S-� ell o 4"� NOTE- 1a,...l_ L01-S SHALL HAVE A 5 00 WIDE EASEMENT ALONG ALL LINES FOR THE PURPOSE OF To ` / CONSTRUCTING 81 MAINTAINING SANITARY SEWER, STORM DRAINAGE, AND UTILITIES, AND OTHER I EASEMENTS AS NOTED e.- �. .. I HEREBY CERTIFY THAT THIS TRACING I IS AN EX/ACT COPY OF THE PLAT y �..,•_ JAMES R . HARRIS 1.3 (j r ' •ate. , l.•10 �s .. - :,..:.. ..u,.-- .� � °•A . • . �11 �'�� r111i �'i t`11It..11 111 �jr t<111`�� f 1' 17 tjtil_� ill _�.r � f --�,1,�111 II �LI-� ' I � IIII lir e � ttri � r� � 1101111 i � 1 rll I � t � l � t 111 Iitllll 111 III ail Y111t11 111 111 111 111 III II ,• '"'''�` r ,� - - _ ._ _. _ Mae- NOTE : IF THIS MICROFILMED "�' •-�- 1. __ ._ 2 3 4 5 8 7 g g 10 11 12 y ----•rrr DRAWING IS LESS CLEAR THAN THIS NOT I(Xr 'IT IS DUE TO THF QUALITY OF TIE ORIGINAL I DRAwjNc;' t�E, 6? 8Z L? 92 'SZ 02 E2 22 I 02 61 81 L I 91 S i b I E I o I I I 01 6 8 1 9 5 tp E 2 1 'I1Aarrr ,,.�''+ 1►i1I1IIIIIIIII1111111t1It111I1111I11111111111I�tlll�lltll' �IIIt1111te111i11ilsit�It�11�1411ItI11IIIII�itIIIIi1tIIiIIIII�IIttiIN1111�1ttl�tltlltll111t1 1111111'it�i1t111i1111111I111i�lliiIIIII�IiIlI1111�11i1�8 .11rIIlIIIIIIIIIIIIIIitIt�IIIIILI.�JI�I�Fn�illl�lllLllJl��!�.Il�lll1�1111��.11��1111 AB tA C D B F O H ed b', e- I I 1 I I I M rr t n IJOTES: I. ALL WORK SHW-L BE U00E 10 COWF-ORMAOCE WITH Ti4fE E FLAWS AIDC m O 'o ,' U . l � SPECIFICATIOp3s WH+CH HCCOMPAOY THEM, ANO WITH THE UMIFIED r� o vSEWAGE AGENCY (l.►. S A ) / CITY OF TICAQI)(C.ITY) IST•ANDARDS• LN L) U 1 33 � 34D y ` ` _.__._.__. .. ... ....__.._..�_... THE CASE OF GO►�I�LIC:T, THE LI. S A. aNU CITY STANDARDS SHALL I . � ''3 ,� E Cors S IUE kFD TAKE PRECEDENCE AJO I T►-NI OIZ •, a >`z •�.�� . �N ,I - I OCT 13 1972 PHASE OF MC)I?K SH AL1_ -_ uMPL..C rE • "� 4 < , I - •, �� c�i gx- Dry- 2x1.9 // 4' v I M ,� 'sQC' t r~� �q JNTiL- ACCEPTED LiY THE CITY OF 71GA1Z0 ANG THE ErNGINE.E12 vNIL Y + ; � i y � j ,� v .} -+ T SCrre/t / �qhS II CITY. OF TIOARD 3. AU- TRENCH SACKFILt_ Mid'TERIALS AND METHUUS SHALL. Cil= IN tw /D? + /©t!o �� ! ' /OS j /i� � v , I CONFORMANCE WITH CITY J� TiGAIZD STANDAVDS. I /� I ` Ex�sr c��tOoKw�� nrrria 3 I A. AI-L I"EfZM1'rS AN[) LICENSES NECESSAP'Y -, _ = :IZ PRO ,; tCUT IUN AND /O3 . COMPLETION OF THE \NORK SHALL. BE SECU12E p AND PAID + I i ':-(:)[Z BY -1141F C0072ACTC�IZ FP21UR TO COMMENCING OF // I CON S T 2UCT I ON, t.._ �-J rort 2g G ;` 96 6 / iaJ I E :/5. as! our � L/ 3� �,�- ,' ' I 5 TNG LOCATION OP EXISTING iJNDE2GRUUtJD UTILITIES SHOWN TnP Z2✓. 9 XIC _ �� . �11 ON THE PLANS IS F02 INFUI2M E ION ONLY ANC IS NOT* � , �1, I�f1Tfl .. 1; I f S/3 iv s _ . _ / ZA I UA RAN TE O GL EO y'. vr- All, s r� 400 .�• a. 0 4 ry N ,�. ' .o '" M ,,r' f�� ,b)I' _ '� ! ' _ Sap Q4o ro. i3EFOIZ/; COrAIVIEN C ING CONSTRUCTION THE ONT 2A C rOIZ *7. •. ___ _ 4 ��. IU,�c > ( 4c� �C� 1 �� mm"m SHALL NOTIFY ALL PEf� TI N ENT COMPANIES OI'2 AGENCIES P lit 4 ..m� \NITH UNDE2GIZOUN 'D F---AC ILITIES IN THE .JOB AREfk SO THAT tv m '�'� � ' � _. g 4k0� y., �,t FACILITIES MAY BE AC.C',AZATEL_Y L-OCrATFO ( I.E. : P10wEIz GA5, TELE PHONE, WrITE2, ST�2M -t SAPS I rp 124 SEWER 5, ETC, �-d' +N zII _-_ • 7, All. PIP SHALL C2ETE 1 ( - .SO C L BE COQ) SEWrr2 PIPE COrVF'02MII�G TO E 2-0G. 4. OUT ,I/f 4S r/w 15, N N � 2 5:�.� rtJ I � _X 8. ALL C;rRVICE LATEIeOLS T-0 BE Dlk 91 1�0 87I kO 4 i 1 I ' \ ' ALL SPACES MUST ENWRSED PRIOR TO APPROVA E PLANS PUALIC WcwK$ DELT. • DATE , PLANN1,40 DEPT. tr -- IDATt-- t p,7 ' s 8� I _I N _ DATE___ . -- l 8 s \ Q3 4 I COUNTY NRALTM DEPT. DT.._ _...._....,_.- DAT[ _ I � .__. ...-.-- -•—� - CITY ADMINISTRATOR my_—•_„ ,_... DATE _ 'n TIGARD WATER DfOT. pri— RiATE. ! I { 10o,00 A44 A-4 � � GENERAL TELEPNONE 5 Av_._ G - cc��_ 2"::)p ZOS. 3/ u s w �v c72- \ St87 M� -�,+TOP 233.17 N.W. NATURAL GAG s DATE ` 2� I, I q Itti,, / IL Dr _____ DATE_._. � 2 LMi P -► Tpp ' 2L e 5 i T. R. F. D. ra DATE_ P 1 2 sr _._. 2 2 0, 4;r _,j _ - NI _.. 77 tY f 7G \ I " � �'� ` M � Q 230 f co C,r f .n1 � N +v O � ( � N kA / - .I T -•-___•..._,_ � i "---•_..•- �x/ST. 32n- rJtlta sCJ2F�9`F_ " � i ' �J -Z,-.o 7 � I,` F OTS _.___.___._. _.__.. .__. _.._ __. _______ � � S _ _ - - \� 3 ' S 213 ! o d o 4 IL 0 11 ___—_.... ,.► I _Ex I ST. STORM INLET I g��- ;o•` kI E 2 2�.O'er_._.-._ I � 9 0 m,L 1tIST', brao 9>oU tOc. 7foo coo 4tt')O s t07 00 /too C OtOU ry - i- I I �IE PROEI LE _ I v T IKD � .plillTT,/ AgpY/iVG 3 • r't ) ' State of Oregon _...__..... _ . ._.. � �. i j '� GEPAfiTMENT OF ENVIRONMEWAL QUALITY �tUG F - / /.VE Jr•� i U �, lJ I 3� --- �F.x -Sr a woaD�t+c-a _ J - w Iy OCT V I C I N I T `t` M A P a 00 ;.(nLE) ra.o 2zS: 93 �., / �. _. IE 2.20.G E x t sr _� (hn 0 I V N WATER QUALITY CONTROL 1 Q N C o� uc� , � �I � APpRDV i It.. a1 4. 0 � �► 0 D � T Rv, Non N N (� sub(M�� is Plovisions in fetter or same W 1 I Q r N ti date. _ plb I � q, ki, I TI W \\ �7 Mate of pre J U van I I C (,R,0UQD SURr-ACE ^ DEP E OF EPIVIR ly Q j - 7 Z �(► tV r QUALITY t1 N �.. I N ' \ Irl P. lU( IaT10r.) `� f j PROJErici- o s3" c S P L 142 _ � 0. 004 } ii 34 1 I �'SII M/ �1/•U'/ `SR'NJ 7�Do Gr'Oo S rc; 51>00 X0100 z ou f soo (#0() Cr✓rcL..s,sa.��,o,��, ok v, -r►,)e1E�'��T l.. NI E P 1 '� Q F I {_.._ E fQGt /VI! 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'—"'��'� DRAWING IS LESS CLEAR THAN THIS NOTICE-"IT IS DUE TO QUALITY OF THE ORIGINAL '•' DRAWING. 0c ez 92 LZ 9z SZ oz EZ ZZ IZ OZ 61 91 LI 91 SI fl QI ZI 11 of d 9 L 9 5 4 E Z I"•"" '' ""�' 11t1111uluullulllullln11111111I1111r1�n1GN1�11'Ir1111II1II11rI11111u1mr�1u111�11r11��1u1F11N�11u1uI11t111tnullnthu111111,I1t1i�tt1111H1�i1tII�iM�liiitlu�llt)1111�IINI1111�t111�IlYJr111n111u1111n111u111u1ill11�1llull]l►lllltll111.1►I11lJl1utUwh111 '"� - __..... .._. JUNE 24 1992 l ».y.»..•T+^!r^-•7l•+,r �. ...�w- .q•,wr.nrM . VA .w..• M••t•"^" t!�^'1"'4�'.'� TI,V'«* ,...�,r.-... -,�,,,.. ....�,.«,-..-..�-..-.. .._.... ..�._ .k.,..�...�..w--.r................. .�....- r+'..^�.•�►w„• 1!. .r-. '. .. y y 3.7 -77-77 " * ' ' ti .� ' ."yN""'T"...'.-.... .....-- r....� ..._ » 1 R. 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