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BOND PARK NO. 2 SUBDIVISION A 6 C C E F G I ' NORTH I / - mumI r i I CURVE DATA / ( CODE DELTA RADIUS LENGTH CHORD CH . BEARING I PRONOISE D B�) Ip PAR NU. 3 + � / I- CENTER LINE sr.�An►oniea 5 -- _- 3 O - smea r AiliICOGl.Aat I __________.__ �_,_ �) 18 0 5 4' 3 7" 2 7 7. 8 ; 1. 70 9 12 9' N- 7^ ' 12 2 I" I SrR�lt r®owAo4eva&: °�` 1$ l 3 W _L0 -- --- - (Z) 2 03' 4,t277• Nw /0.c,;�' /0. 00 N 7d 49�47•W CGP - _- + 735 .A 1 1 4 3 + 37. 50 • 3 + 2. � ` 3 + u 5 • I Tc.=IG1.3S TC.-i�i.sl T,C.• 17 .gib 0µ" 25v_ 9 Tf' 97.12 7 4- W I �. 1 s-� 22 2µ 00� 7' N 7 °30 2 e' 2 - 3_t :2.84 .L + �' - .._ .._ ..•. .._.__..,........ GRADED 5 S/W '+ 6 6 241 T tLIF T CUR 8 LINE 6 EXPOS U1,e ^ 3 + 7.2.84 WEST BIVDKY /�' ,_3f�2 . 70 � UTILITY IyZ'IN I YR. 30- MIS _�__ _ 3 1 4Z 4 srB1�ORY 1-.HT• (FINISHED) �MATc►I Er+> r. PVMT. V^l 90W 35 20. 00 31. 58 28.µ0 N-µ3 28'/y- W 26.17 5-46 31 A#4" 1 E.= 156. 42 U T 3tZ s '-�•�' � , -- l� 89 3I'25 2O. DO 31.25, ° ' NOTE 6.6 i - -- Iff - VERTIC_,4 /' LiGNMENI- FOR 5. W, 79TH -_,�.__ T.C.= f6I. 28 5 " ` S %' • D ►6 CUR n 90 2835 20.00 31. 58 28.90 N- 43 28�/l.� - W AYE . IS FROM IMPVT. FLAN FOR BONA - O --- - lO -- - 'r'""'-� - .3 ' µ'TFYICK CONI. WALK -31., j1 4„-O LLYEL CGllfiSE ' PARK TO 5TA . 6150 BOND PARK NO. 2 . 29 ; 4 I 6 'THRU D/W SIRE ?'3L!.4_?� I 2 +• 34 .96 P, . 12 IYI -0 BA5E ROCK 89 3125 20.00 31.2 23./7 5 �4`j! 46 • W ET STATIONING EQUATION : T,( - 159.81 TIC., 16 •20 4u S. W . 79TH AVE . 2 + 62 . 70 13ONO 1'ARK NO. z TYPICALECT 10lV Nv SCALE 1_. 2 + 00 BOND PARK . �- 8 1 1-7' I - 8' 17' 17' 2 + 62 . 70 - 5 + 4S 131 .. ► WHEEL CHAIR RAMP' LOCATION 28 � �8' 33 40 45 = I e COMBINATION STOP 8 STREET I NAME SIGN -^- I Cn YL c C-1 DEAD END 5TRE T 516N r) a ' OVERLAY O F S. W. 79TH AVEFROM 2 7 p u 3 if 3 9 o w' 4 6 VE FR ° 0 t 0U TO 2 + G 2 . 70 TO MEET CITYIC.C10 ry M 5'6/w INTERIMSTREETN ' `�' GRADED 1 S i p s ro B E .._._.__.._ � �+ ___._.___._____.._._____.-' _- �' ; w �.� ,_-_.__ UTILITY °D 6'• E)(P(J5URE (, �"CROWN ZyiI�T. LIFT WITH FINAL PAVI ►JC, OF OTHER � � ".° � N, � E5k1T' (FINISHED) ly�' IN I YEAR I r STRCE '? 5 . + �IL7 l �.ctD � Z6 0 o z 35 1 6 � � 47 T� 4" ThICK CONC. -Tr) _ 0 + µc7 3I PCk S I 11 ' __ . _ _ WALK 3 - 0 LEVEL COIFi ;� 0 + 39 . 6 PCR .0t &tG . 31 PCH_ 0 + 39 69 PCH- �__._.__._. 6" THRU D/vv STD. I6"CUR3 /2" 11/2 0 BASE ROCK 15d•7g 0L 7.Z.- 1136. 75 T'C - 163. 34 [,• 163.11 7-5 v 36 I 37 � �: ► r i' �}g t F,, TYPSCAL SECT ON rrc� scAl_E I r: I _ 12"J ©T 1 �.r� 5 5• a 1 7 y CJ 7• 3 8 73TH i+62.70 = • 37 PCR N iG� 4 - Z4 .3 PCS 6N%Oro �R a' �La 6 + I.O PGR + 4 Z_ INTER. DURHAM RD -3?�Aa"D•I II•-------T TIiE :1i59, c 21 T:C.= 15 - Y. = 16 ►.DO i; 21 C, (P) 3 TC.s162•66 2, : 1 TAPER TO T.C. 5�.30 �� _ 3 w 3 o I MATCH E X 15 T. P V M T. I _ 2 - 1 TAPE R � .�_.i . p Ira 10212.0 2 CCP 1 TG MATCH Z 7 ,'1-'"6- I I _ - - EXIST. PVMT. ; `-�� 125•UnC3Z �� Z + SNE' S nl° µG' 03 - W 286.69' _ � . 145. 00117. "I o + 2So1 8 A. () , 12 MH A W• 326 .68 _ _ C�+ ` 6 1NlETr ,- - - -/ PL - ,a H E - t S 0. 7 7 OUT 5• 7 9 T M`AVE_ •••• �••' I I b D.o o ;•Ev= 15 1-31 OUT CP 1,E, 150 . 97 IN � __. PAVING EDGE _.. - _._, _. ._.r,.-...w_.._.._._. I 25' jS, % 5 I.E.- ISI 51 IN 5145.81 0 +00 tVAYERLy .51. 7* 89. 36 `- -- - - I !� 3 + 67. 70 79T - - - 6 + -+4 38 T.C_.-167. 4 1 RET RN � � 2t B�F.yy 3o>vp°1 ` s Lp ,,�-D+ 00 dUr�D S. W Tom= 1I. 88 EriL: CUkI✓ �. STRk:f" _ _ U �� RETURN IMPRO ✓EMENTS 5 �,�� z,e„ 6„ -- �,. . 1 2'6" 5' s/w t. T. C.- 15(o . 57 ! a T.C.= 156 • l ► ---r rot�':,C L •8�A.,- � GRADED y ! T.C. ; 163 00 1Vt 1ST. UFT j SLOPE PER �JTIL ITY r ~• 6 CRO 2. T. C. 15 6.25 j � ..� ':� '�"�� 2 T.C. = 16 2. 18 6�� EXPOSURE " ►11'N 3, T. C. 1 55. 98 I I t __-L - 3 . T.G. I� I 39 I (FINISHED) IyNIN I YR I i CITY 5TV ESN1T. r . I - -- ,- , L s I T YF R E T I-1 R N (ill I - I w c ll i {RET R ;r �D I. TC 156 55 Low PT. INLET f 100V. I• T.C�- 6 7 w IN {--4"THICK CONr. 1 �.- 2 T.0. - --- -- ••-f I 2 3 LOW P T. LCT WALK _ 156 .57 • �rG I�„CURt3 2• T.C. = 1 G2 .67 G' THRU n1W I 2' 3Yy - O r_ EYEL COUR5E 3. T.C. 15 6- 64 > r+ r!?G� 8' 1 %Z - 0 BA5E RccK P. Y. I. 16;7 '°-1 3. T.C. - 163 . 11 S. W. BOND CT. B. wAVERLY WAY P.0.V. � IE��'81 TYPICAL SECTION 0+00 1 + 00 Z+QO 3 +00 I � µ.FGD Nv0 5 C A L E 5 too 150 V.C- fit_..-... _....-. _-_...... ._..._._._._ _. _._. ._-...__- ..._.. _ -.. ZL fL I -- - - -_ i �'160 - _. C C- t f11- own 7ill_ 0 - - - _ F IT T1 _ /80 __ _ _ , __ _�._._- -- -__ .. __ .. __ _____ _._ aC___ - j __ _ _.-__ _.,. _ _ _. - _ _ ,• - _ _ _ _ - _ _. (44-1- -ISO -- - 17 - -- _ ._ _ _ .._..___ _ • 15S.7t2 - - __ --- - -- y . .I,• a E _ - __ -_._. _ _ _ vq 4 ___ - __. _ _ - _ �>D - - - Sv r r 7- . LL _ - _ _ 1 0 -___ ___ _ .._ __ _ - -....__..... - • 160 _ - - ER A1�- , r r --- ---- ' T - 1 r 94 _... _ _. _ - _ _ -___-. _ __ _•_ 1 , 0 +00 00 2+00 � + (lp + d 00 5too 64- 00 7t00 t D +00 1 + 00 + L---- 8 00 2 ov 3 + nv µ c�v 5 +� 6400 REFERENCE INFORMATION AND NOTES: DESIGN �� E R �� CONSTRUCTION IV S T R U C T I O N C OBOND SCALE 1 I =5G HORIZ. SEE 5HT. 2 FOR GENERAL NOTES . ` „tlPfIi1FN,,� J. R H PAR K NO. 2 " . ' v RT. ?' . VERTICAL DATUM - CITY OF TI!',Al�, O ( U. S. G. S. ) ,• c $ 4, .•_ TRACED 1018 5 S. W. R I V E R W O O D LAN E NOR12C? TAL DATUM - PLAT OF BOND PARK N0 . 2 t' • � t �' N . H. TIGARD, OREGON 97223� JOB NO. STREET 8� STORM SEWER SHEET S cru W. L . C Hams - McMonagle Associates I REV. DESCRIPTION SUB. APPR. DATE M REFER TO TRACING FOR LATEST REVISION ,�� ,"�`t�•- a�� DACE ENGINEERS SURVEYORS •.•:,R' _'� 8905 S.W. :COMMERCIAL STREET PLAN a PROF I LE L-cC11'•Ili f'F1F:F. I�IC:! I I -�_8� TIGARD, OREGON 97223 of 3 t Clg= '�Y1yt � i r .•} - • ' ... .. -" -t. _ _, ., � .ane , ;;i p:wx+„4e11!'"•'i� . . .. __., w...-- L. a �YfI�jW�I ...,. ., • - t 111 I�'II111 t11�Ili Illltll - - ,, 1 I I I I I I I I ! ! ! ! 1 1 t t `� ,. � 1 �r I '�+��' ,`` r•` �... , s,,,.;,�.�w,. ,w�,,,. NOTE: IF THIS MICROFILMED �,,, ,,, ��, ,•„ 23 4 5 6 7 8 9 _ 10 11 I c 1 DRAWING IS LESS CLEAR THAN THIS NOTICE;"IT IS DUE TO ' QUALITY OF THE ORIGINAL - .- RAwING. OE 6Z 82 LZ 9? SZ V? E? ZZ Is ��_ 61 - 81 LI 91 SI 41 EI ZI 11 01 6 O L 9__ S l E Z 1 •� ,' A ,,r••'" ,- rI1�Ju11un�ullllul�IUIIIII�hluiln�,1111111n�I1irllullruatla:111�uI�n�aulrlill1111�1u�11�NrI�IlI1hI�Illlnl!itl�t�ll��IIN�11Ui�itlrr�lttlhf11�11tImm1HL�IIIIlUI1�liI1�i1M�IW �uulnll�llnlnlllUll�11111��1111�1111111!l�1lIlI11U�lUJ�U1�HH JUNE 24 19 92� . . I W BOND PARK�2 z — w DORBURN P > --- -LALL �- — — a 90 — -- — P • IIW 3 x II> K y 13i STREET I" 5. W. DURHAM RD. I MPROVEMEN S VICINITY MAP SCALE '" -600' SANIT RY SEWER INDEX TITLE SHT. NO. TITLE; SHEE r STREET 9t S"i" ',DIRM SEWER , FLAN I OF 3 - 81 PROFILE SAN ! T'ARY SEWER, PLAN & PROFILE 2 OF 3 WATERWORKS PLAN 3 OF 3 .- 148 47 46 4-5 44 43 x - _ OWNER - — WA VERLY CONSTRUT ION CO. S. W. w�AvERLY WAY w 10185 S. W. RIVERWOOD LANE 42 41 40 39 38 37 > TIGARD, OREGON 97223 • I I - 3 I 32 33 3« 35 36 N COPY.. . , � - .�. � � _ - FILE I ENGINEERS SURVEYORS HARRIS (VlcMOIVAGL, E ASSOCIATES INC. ALL SPACES PJIUST BE ENDORSED ---- -T-- i-1•_� ,. _ i_ _ _ g, W, BOND ST �- E=S[ {�LAPJS I I S. W. BOND ST. �� PRIOR TO APPRO ,-,L. O H ��,� ;� �4- I r __1--- „ .- DATE I 8905 S. W. COMMERCIAL STREET v'JORICS q>::PT. � � I P�I3LIG 30 29 28 27 26 Z5 TIGARD, OREGON 97223 EKY _ OUILDING Cp U t I T Y H'-:: !—'i!I D Y•.PT. L''f_...— — — -- -- _ L qY ADMIII,. .•:�,�G!� — _� ply' PLAN 71G1*i3p. ! T. L`f-__ _— DATE an .TES D SCALE 1 " = 100' 'Ci � ` GENE TLLEPM)P:C pY.__.-------- — C1Y____ DATE--- U ATE._---U 5 A ©1',...__.— ._.---- DATE._—.-- I N. W. NATURAL GAS DATE--- P. G. E. By_-- DATE— T. ATE T. R. F. D. — BOND PARK NO.2 r+r.:;14n FAPI Nn e .« � .. .. ._ � R„ ,�'[I��I1�11��I1�111111I11.1[�11 FII(�I1111 111 11111'[ �,11'��' (lll (II'Ir111 Ilrlll �f11111 1111!III'II111'�I IIIIIIII►I11111 IIIII�: 1111111 IIIIIII 1111111 1111�It IIIlIII 11111 2 3 4 5 8 7 8 I 9 I 1�0 I il 12 NOTE: IF THIS '4 ICROF I LME D �-� DRAWING IS LESS CLEAR THAN THIS NOTICS-t-"IF IS DUE TO DE QUALITY OF THE ORIGINAL DRAWING. of 82 92 LZ 9Z SZ tiZ EZ ZZ IZ 02 61 91 LI 91 91 41 EI ZI 11 01 11 • • 1; 10 E Z I"•�"" kill III if ofIII IIIIII uI11U111H11m1311111)111- 1111INIIIIIIIINIIIIIIIIp1 1111U1'1►1111111111ImW4111; 11NItu►�rtMr11'l1�ImltltllTtt111111�H11�ll l�uulllul111illnl�lllt _ 1W1 IIN JUNE r r T — `�'^-ti► •. — +rla.+.`.Yili��.a+R+ab wt,.._r,.a �!hr=.w.�,�p= - �. —_, . r US D 1 C CD CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF : January 25, 1988 DATE SUBMI.TT['D! January 12, 1988 ISSUE/AGENDA TITAX: 'Resolution o'f PREVIOUS ACTION! Conditional Acceptance Final Acceptance—Bond Park No. Res. 86-38 EasjocLby Council 4/14/86 Subdivision PREPARED BY: John _!jacaa n DEPI HEAD OK s CITY ADMIN OK REQUESIE.D BY: Commiinity Dev. Dept, POLICY ISSUE INFORMATION SUMMARY I The subdivision is located on the west side of ISW 19th Avenue, north of SW Durham Road; please refer to the attached map. ,�4 2. All public improvement construction items (stroot, storm dr! sanitary sewer, facilities) which were required to be installed have been completed. The developer, Waverly Construction Company, satisfir.ctorily m0n,ainp.d the improvements throughout the required one year, guarantee period. 3. Subsequently, it is recommended that the Council Accept the subdivisions public improvements in accordance with tho terms of the City--Developer loper Agreement and, also, authorize release of the project assurance bond. ALTERNATIVES CONSIDERED =717' FISCAL IMPACT SUGGESTED ACTION. PASS THE RESOLUTION TITLED: "A RESOLUTION ACCEPI TNG PURI IC IMPROVEMM's KNOWN AS BOND PARK NO. 2 SUBDIVISION PUBLIC IMPROVEMENTS. " cn/2668D CITY OF' TIGARD, OREGON COUNCIL AGENDA--ff E. .'b�UMMM'ARY AGENDA OF: 40""OrT-ts, 1980 IWIT IF : Januar-V 12, 1980 ISSUE/AGENDA TITLE: Resolution of PREVIOUS ACI ION: -6t;WK Conditional o-n-al t#LFLcq Final Acceptance-Bond Park, No. 2 Res, 86-38 Eja!Ls(!d by__.gL)uqcil 4/141-81................ Subdivision PREPARED BY: -John Haqman---.....-.---.-- DEPT HEAD 0K. CITY ADMIN OX REQUESTED BY: Community Dev, POLICY ISSUE INFORMATION SUMMARY 1 . 1-he subdivision is located on the west side of SW 79th Avenue, north of sW Durham Road; please refer, to the attached map. All publ ;c improvement construction items (street, storm and sanitary 13OWPr, facilities) which were required to bks installed have been completed. rhe developer, Waverly Construction Company, satisfactorily maintained the improvomonts throughout the requir-od one year guar-ant,ve period. 3 , Subsequently, it is recommended that the Council accept the subdivisions public improvements in accordance with the terms of the City--Developer Agreement and, also, authorize release of the project assurance bond . ............ At.TERNA1JVLG CONSIDERED FISCAL. IMPACT City assumption of responsibility for operation and maintenance of tho sit-I'M and sewer facilities within the subdivision, SUGGESTED ACTION PASS THE RESOLUTION TITLED: "A RESOL',J]JON ACCEMING PUBM' tMPROVEMINI", kNIOWN AS BOND PARK NO. 7 SUBDIVISTON PUBLIC TMPROVEMENTS.11 ht/2668D A CITYOF TIFARD OREGON February 4, 1988 Waverly Construction Co. 8735 S.W. Curry Dr. #B Wilsonville, OR 97070 Dear Mr. & Mrs. Waymire: Enclosed, please find copies of acceptance resolutions for Bond Park No. 2 and No. 3 for your file; also, your original assurance postings are enclosed. This "closes the file" on each of. the ,,:orsaid subdivision projects. Your consi--ant cooperation throughout Vioir development has been very much appreciated. Thank you. Sincerely, John Hagman— Engineering Technician JH/mj i � z 30 e- 13125 '3125 SW Hall Blvd.,PC,,Box 23397,Tigard,Oregon 97223 (503)(539-4171 — — CITY OF TIGARD, OREGON RESOLUTION NO. 88-_) q A RESOL.UTION ACCI-PIING PURI 7 C' I MPROVFW N'I')' KNOW'. AS BOND PARK NO. 2 SUBDIVISION PUBLIC .......... WIII-Rf-.AS, Lha City executed a Subdivision Coityplianco AgrooiinonL dated April 9Lh, 1984, with Waverly Construction Company, Inc. to facilitate installation of public improvements (street, storm and sanitary sewer facilities) to specified standards and specifications; and WHEREAT , said Compliance Agreement sti.pulatod that: "At such time as all public improvements have been completed in accordance with the City's requirements, Petitioner shall notify the City of readiness for final inspection and upon certification by the Department of Community Development- that all requirements of the City have been met, the Council agrees to accept said improvements, for operation and maintenance responsibility, and release the Petitioner's guarantee bond"; and WHEREAS, Derartment of Community Jevolop;viont staff verifies that all requirements of the City have been met. NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council that: Section 1 : The Tigard City Council hereby accepts the public improvements known as Bond Park No. 2 Subdivision public improvements, The City Council further authorizes release of the Petitioners guarantee bond. PASSED: This j S`j_ day of -.7 1988. Al I-EST: Mayor - City y of Tigard -7) /City Recorder - C'.ty of Tigard APPROVED AS TO FORM: Ci t.y I?Lecor�2orll1�_ ht/2660D RESOLUTION NO. I --. w BOND PARK'SZ Ld 0 DORB_U_RN PLACL Q � P J II h J wET 3 j t v 3 I�-- h I b � It --- -S II -W ARRAM'Rp LIF _. VICINITY MAP CITY OF TWA RD OREGON December 23, 1987 Waverly Construction Co. 8735 S.W. Curry Dr. #B Wilsonville, OR 97070 Attn: Ken Waymire RE: Bond Park No. 2 Dear Mr. Waymire: In response to your request, an inspection was conducted of the proposed public improvements in said subdivision for the purpose of determining readiness thereof for City Council final acceptance action. The following listing, as a result of said inspection, summarizes items which remain to he ccmpleted and/or corrected prior to such action: 1. Clean out construction related silt and gravel in Manhole "A" at the intersection of 79th & Bond St. / ,, herefore, after your action to resolve the aformentioned and after our confirmation (inspection) thereof, we will he able to s,xbmit certification of project readiness for final acceptance to the Council. Such certification will initiate formal Council action to accept the work and will, subsequently, permit release of the project bond. If you have any questions, please call me at 639-4171. Sincerely, 5 Michael C. Mills `;D Construction Inspector MM/mj � I 13125 SW Hall Blvd ,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 • .m:urWu.:aac..de..�re.Nuvu. Harris-McMonagle Associates, Inc. FNGINEF:RS-SUR VEYORS 12555 K%V.HALL IiI.VD. TIGARD.MIEGON 47223-622 711ephone 15031 fM-:115:6 November 6, 1987 M M.� F�71 L.,Na•1 1��1:.,J C. + �x4 c,L3 Mr . John Hagman Engineering Department City of Tigard 13125 S . W. Hall Blvd . I� Tigard , Oregon 97223^ ley Re: Bond Park Nos.( 2� 3 Dear John : / Enclosed are the certificates of compliance for Bond Park No. 2 and i, HDnd Park No . 3 subdivisions . If you have any questions , please give me a call . S'inn c y , J ig r's opi 6/ .til A L ChRTIHCATh OF COMPLIANCE R E: This is to certify (in accordance with I M.C. 17.08.010(6) , '1.M.C. 17.09. 1.20, and T.M.C. 17.09. 160) to the City of Tigard , Oregon, that the following item(s) have been installed in compliance with the City's street dedication improvement standards and specifications ; and that the following items are complete in accord with the approved plans, special specifications and conditions, as approved by Lhe City, relative to the aforesaid project, to wit: (Project Engineer's Initials) 1. Sanitary Sewer System y 2. Storm Sewer System :f. General. Utility Systems : Domestic Water Electric Power Gas Telephone Cable T.V. M Streetlighting 4. Street System: Subgrade Base Surtacing. . .Base Lift Final Lift Sidewalks Aprons b Ramps Curb 5. Monumentation System T - T� ytCet-Lifted this � i19887 _ l'L L-111. /.ems -S-L!/- I'J�//4 t 1U1 .1is) xxxxx Mr. .John S. Hagman WAVERLY CONSTRUCTION CO. Engineering Technician KENNETH L. WAYMIRE City of Tigard 8735 S.W. Curry Dr. #B WILSONVILLE, OR. 97070 P.O;: Box 23397 (503) 694-5505 Bond Park Nos . 2 and :3 10-16-87 We have now installed the asphalt overlayment in the above subdivisions. Will you please check and see if you need any furthur corrections, and if not., submit therti for final city approval, i I Roberta Waymire .7 �\I�JE. `1�Cri� \kf1 Y�N1�7E� S/ .� ,Oole Ar ............ "..4VW440 POLY PAK(50 SETS)AP440 jell e(e"` / -a Ili ��</iiJ /f �-d 7 '0V (I-a. 10185 S.W. RIVERWOOD LANE • TIGARD, OREGON 97223 (503) 620-8729 0-1 DATE DATE John S. HagmanTO hnt-"1neer 1r19 lecrinician REPLY City of Tigard r. U. Nox ;-J3 37( Tigard, OR 97223 L — -_j ---- MESSAGE 1pftpr ( f' H-1n-P7 . pin r1pnd p Io. 2 and 3. --ihe street overlay will be plared AL the ti we put the first blacktop layer on Pond A . 'rho contractor has 120 days on thio rontrart -q n t I work should bo completed by the latter part of TJkbn)v --- er. at whirh Urnta wn will Call ynn f*nv an inspection. We have your complaint of 4-(Y- -- - i3y (attachea) . in there any other prohlem xe, should hring to (-(-1ntrqctor'-i attention jlule he in doing th4utLer work? SIGN9b Pabort- Wa4lure SIGNED wr CITY OF TIGA RD August 10, 1987 OREGON 25 Years of Service 1961-1986 Waverly Construction Co. 8735 S.W Curry Dr. #B Wilsonville, OR 97070 Attn: Mr. Ken Waymire Re: Bond Park No. II & Bond Park No. III Dear Mr. Waymire: This is sent to remind you that both of the aforesaid subdivision development projects have been on their 'one year' assurance periods in excess of fifteen months. All public improvements including sidewalks and street overlays should have been finished by now. Please initiate completion action and, also, transmit (in writing) a copy of your final 'work performance' schedule to me. Sincerely, " —J� John S. Hagman Engineering Technician ,TH/mj 13125 SW Hall Blvd.,PO Box 23397,Tigard,Oregon 97223 (503)639-4171 - .w s CITY OF TIGA RD i ] r'� , E17 OREGON 25 Years of SeMce 1961-1996 Hai i i McMonaq] ti As!:Ociate 1255 !',.q Ha] 1 Tigard �R 97223 -e : Bond Park # 3 Dear Sirs : We have just complete(. t e TV taping of the s,►nitar-, sewer mains within Bond Park tiL3 . We discov ed a protruding tali from the service lateral for the last house o,, the r rth ride of SW Bored St . Also, .it looks as though the rubber gasket has been damaged at the time it was installed. This will need to be repaired red before the AC oN,crlay can be, placed . If you have any questions , plea e contact this, office at 639-4171. Sincerely, Robert L. Thompson Construct inn Inspector RLT/ jdo CCI John Roy, Operations Kenneth Waymire , 10185 SW Riverwood Lane, Bard OR 97224 I T1�� OREGON May 27, 1986 25 yeors a/Sen�/ce 1961-1986 / 1/ Waverly Construction 10185 SW Riverwood Lane Tigard, OR 97223 Re: Bond Park II & III Gentlemen: Enclosed are copies of resolutions accepting the public improvements constructed within the above named subdivisions, subject to conditions. If you have any questions regarding this matter, please contact the City's Engineering Manager, Mr. Randy Clarno. S cerely, q,� Loreen R. Wilson City Recorder lrw/3585A. Fnc. c,,Xt: Randy Clarno I � 3125 SW Hall Blvd.,P.O.Box 23397,11ga►d,Oregon 97223 (503)639 4171 ' CITY OF TIGARD OREGON COUNCIL AGENDA ITEM SUMMAky AGENDA OF: ��r:j I _Ikt h,_19 3 6 AGENDA 11*EM C DATE SUBMITTED: AprL�_3..,_ 1986 PREVIOUS ACTION: Complian�-e ^qr Pment ISSIVAGEWA 11TLF: Resolution of x, Bond Accc!pte4__by Council on 4/29/84 Conditional Acc_.!.Ip L an(-- -- eBond Park II PREPARED BY: John Hagman _ bubdivi-tion REQUESTED BY: Community Upv, Dept, DEPAR, ,..NT HEAD OK: CITY ADMINISI-RATOR: .................. POLICY ISSUE INFORMATION SUMMARY I The subdivision is located on the west site of SW 79th Avenue, north of SW Durham Road. 2 All public improvement construction items which are normally required to be installed at this stage of development, have been completed; incomplete items being listed on the attached resolution, 3 . The developer, has indicated his desire to continue the existing Personal Surety performance bond in -ull force and effect throughout the complpti.on--guarantee period, in lieu of submitting ? gopar'iAtv bond . 4 . It is recommended that. the Council accept the project subject, to '.hp items listed (in saki resolution. Ai-IERNWIVES CONSIDERED 8UGGESTEn AMON PASS THE RL.1,',01.Ul'10N TITLES: "pesc)lutiat, of tht, ligard C-. t.y Council accepting 0w Public improvements w-ilxurted Within Bond Park No. 11 subdivision, subject t spvcifiud crindit.joits JH-b%218 I I y 0I I I I MRD, ORI-(.,ON RI !;0IM ION NO, 0 396 0 RFS01[ t)TION 01 1111 11GARD (;Ily (:()IJN(.-:Il 0(.;CFPI1,NG 111E PUBITC lMPW0VF.'M[,N1s (,(M;IRIJ('II:D WHIIIN BONI) PORK No. 111.)1: JIM' IV ION, bI.)HJE(.,I" To CONDI I IONS.. (:[j I ........................... ................ ....... WHEREAS, the City Of Tigard Subdivision Ordinance requires subdividers to install, streets, sidewalks, street lights, curbs, s, san storm sewers, y sewers, under-ground utiliti.pj rind other public facilities for the development of subdivision; and WHL.REAS, the. City has required the payment of fees and the execution Of a Compliance Agreement, which stipulates that: "Upon roceipt of certification by the Department of Public Works that all. requirements have kwon mot Arid a One Year Maint,oriance Bond, the City Council agrees to accept, the public improvements, subject to the requirements for correctio;i of deficiencies and maintenance for a period of one year. . . . ; and WHEREAS, said Certification has now been r-ecpivc-!d, subject. to correction of hereinbelow I.A.,ited deficiencies; and WHEREAS, the subdivider has indicated a desire to r,(?I,,Ain the subdivision performance bond in full force and effect throughout. Lhu iAforesaid maintenan( v period, in lieu of submitting, a separate maintenance bond, NOW, THEREFORE, BE 11 RESOLM) by the Tigard City Council that: The Tigard City Council hproby ar-r-epLs the public improvements --onstructed within Bond Park No 11. Subdivision, said subdivision recorded in Washington County, Oregon, Plat Records, subject to: 1 . Continuation of the public improvement performance bond in full force and effect, 2 . Crjrr�ction of any defective work and continued maintenance throughout the gi.aranteo par-Liod. 3 . Completion of installation Of the final lift Of asphaltic pavement . 411'4 day y a f PASSED: This jar, __ 1986. Y( City of Tigard AITEST: opu!c;�!Cty Recorder City of Tigard JH:bs2l 8 RFSOLUTMN NO. 06- � Page REQUEST FOR ACTION CITYOF 11GARD VA"4GW-*4 rOUNTY ORFG4:04 1-7 LOCATION: , RRO'BLEM: By: Date: FORWARD TO: Administrator Police Building Public Works Llbtdi-; Recorder Planning Otter DeP3rtment Head Respcinse: .-----------,-- ACTION TAKEN: Forwarded to: County P.W. State Hwy. Dept. By: Date WHITE: To Orginator CANARY: To Dept. Head (9/81) �2o jj�CQ" c,H E e4tLJ W ATGf Po cJ rt CAZL& -TV. G A' STC E T I;At* INJITA". INa%v %a7" 1..lFi ASC . 2.Kp Lt Fr SLIRfIICL h-�A�CW�t BA �cna�s 4c O var 4 ._ s W KEE-LU041IC IR.1 y PS ;M A�LSsK C,uls�fERc fojSTRG�T'c-i crry 7 N G L A�.1D�CAA�JG _ G"�nlEr2AL. ._Q Rl11tiIgC6 W, ;HINGTON COUN"I ADMINISTRATION BUILDING — 150 N. FIRST AVENUE \ HILLSBORO, OREGON 97124 DEPT.OF LAND USE AND TRANSPORTATION Engineering/Survey Division 2nd Floor 15031 6488761 I January 15, 1986 Pity of TigArd , 2755 S.W. Ash Avenue Tigard, Oregon 97223 Attention: Bob Thompson This letter is to document our recent telephone conversation concerning S.W. 479th Avenue in Bonn Park 11 . I have discussed this with y^ I, Bill McMonagle and our inspector, Bill Ihly. We recognize that the contractor did not complete the project as the approved plans would indicate, but based on our discussions, the work that was done is acceptable. This acceptance recognizes that work beyond what was called for was done between the subdivision and Durham Road. Some of the work along 179th was not completed as the plans showed, but based on the balance of the project, it can be approved. If I can be of any further assistance, please call 648-8761 , Extension 2350. -VIL-11,419-112- Ron Aase Engineering Review RA:hs c: Bill 11r_Monagle 12555 SW Hall Blvd. Tigard, OR 9722.3 Bill Ihly, Inspector an equal opportunity err.ployer R' J h i { � J i CITYOF TIFARD VWSHMMN COUNTY,OREGON June 14, 1985 Waverly Constructiou Company 10185 SW Riverwood Lane Tigard, Oregon 97223 RE: Bond Park II, Street Improvement. Dear Ken: I was asked by Washington County Public Works Inspector when were you going to complete the half-Street Improvements on SW 79th Avenue from Station 5+45.81 to Station 7+89.38. This was one of the requirements that was placed upon your project (Bond Park Phase II) by Washington County. I had over looked it as it was not showu on my set of plans. They stated that your Engineer had been notify earlier that this would have to be done. Please let me know when this work can be completed. Thank You Q.X,C;4� - R.L. Thompson Public Works Inspector (RLT:cs/1499P) 1276E S.W.ASH P.O.BOX 23397 TIGARD,OREGON 97223 PH:6394171 Y Tentative acceptance punchlist to place on maintenance period November 13, 1984 C'rfOFT16AD WASHINGTON COUNTY.OREGON Ken Waymire Waverly Construction 10185 SW Riverwood Lane Tigard, Oregon 97223 Re: Bond Park II Dear Mr. Waymire: In response to your request, an inspection was conducted of the proposed public improvements in said subdivision for the purpose of determining ceadiness 't:hereof for the City Council tentative acceptance action. The following listing, as a reoult of said inspection, summarizes items which remain to be completed and/or corrected prior to such action: 1 . Need As Built for all Public Improvements (mylars) 2 Nged a Recorded Copy of Plat (mylars) 3. Need a Performance Bond for the sidewalks 4. Need a Maintenance Bond 20% of original amount Further, though it is recognized that additions and deletion will occur hs-rewith (throughout the one-year maintenance guarantee period), the following listing summarizes items noted to date with remain to be completed and/or corrected prior to City final acceptance: 5 , All sidewalks completed 6. A.C. overlay placed on all streets after 90% of homes built on end of maintenance period. 7. All streets shall be kept clean of mud and ether material throughout construction period. We will be able to certify project readiness fur tentative acceptance, to the Council, when items number one (1) through four (4) above are complete. Since the appropriate maintenance bond options and, also, since final work completion deadlines are previously addressed in the project compliance agreement, I won't elaborate thereon. If you have questions, please call me at b39-4171. Yours truly, P..L. 'fhompso City Inspector 12755 S.W ASH P.O BOX 23397 TIGARD, OREGON 97223 PH:639.4171 CITYCWT11FAM November 1, 1984 WASHINGTON COUNTY,OREGON Portland General Electric Company Western Division 14655 SW Old Scholls Ferry Rd. Beaverton, Oregon 97005 ATTN: Lyle Truax RE: Bond Park II Subdivision Streetlighting Dear Mr. Truax: This is to acknowledge that the City has found the streetlight installation in said subdivision to be satisfactory and, further, to acknowledge authorization for P.G.E. to energize the five (5) lights therein, under Schedule 91, ()ption 3. Sincerely, R.L. Thompson Public Works Inspector (RLT:cz/0749P) cc: File City Accountant R.J. Rouse Electric, Inc. 12755 S.W. ASH P.O BOX 23397 TIGARr, OREGON 97223 PH:639-4171 DArF. 10/25/84 I j URGENT R. J. ROUSE ELECTRIC INC. ❑ SOON Ali POSSIBLE 16320 SW Parker Rd. FILE NO. 1$15 ,,. ❑NO REPLY NEEDED LAKE OSWEGO, OREGON 97034 AUENrION Bob Thompson (503) 635.2824 sue✓Ecr ( Bond Park #2 OG�� I VpQ City of Tigard C/ , e,N6 12420 S.W. Main �CIR0 Tigard, OR 97223 !MESSAGE St. lighting for the subject job has been compl.e',ed. Upon your acceptance, please send a copy of your acceptance and notice to energize to our office. STONED �?Ip�G[4/�i'i v QC��-�• REPLYr■�■�■ DA rE OF REPLY SIGNED TELEVISION INSPECTION LOG ' Tape Start Z�__),^ eport / _ l CAL-TOM, Inc. 7 �j 16799� sw 72nd Avenue Tape Stop ,G Tape / fort.land, Oregon 97223 (503) 620-6959 Cleaning Report C11ent&4.41 / 41 Operato 2 ,.��r - Date,��7 ,,' Time Location &,2AI,-al Line Size --4Li Pipe TypepUl" Joint Type Depth Manhole Condition's — - Date Cleaned Result of Clea:iing Flow Depth - ! - Ground W-ter Elevation it 11 D r-e-ct"oon-�7 WIER READING INFILTRATION A 7 7 �P rY c+ �_ TOTAL 77 �A '' low Direction `cr✓t�� _ �, Ref No. Feet Remarks Inf. Photo Ref Feet Remarks Photo _ No. No. _ Inf. No. �-- 21 �— I 2 L °'-�! _ TT 25 26 14F8- a ? 27 28 -- 29 30 31 IT 32 33 34 36 - _ 38 - — 39 — L�-- 40 Summary of Line Cornditi ns: Codes - Pipe Condition BP - Broken Pipe IM-Infiltration Mark Crede _ C - Crack 0 - Obetruction Aligrme CP - Collapsed Pipe GJ- Open Joint JoiAs - DP - Dip in Line OS- Off Set GC - Grade Change R - Roots Shear SC'- Service Conn. I - Infilttation TJ- Typical Joint Lineal Feet '7 __ Pipe Sire Polorolds Reset TELEVISION INSPECTION LOG Tape Stat 42 Z112' _ ,ort CAL-TOM, Inc. 167W SW 72nd Avenue Tape Stop Tape fortland, Oregon 07223 (503) 620-6959 Cleaning Report i C11enthwi Q. Operato J�!s��j,'/��j Dater Time Location Line Size _�_ Pipe Type/J,�,l= Joint Type Depth Manhole Condition's ►� Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation �ull Direction WIER READING INFILTRATION 2 � 6 A P. O A E �l TOTAL B 96 F A low Direction C ?. U� T d —� e y J D H y i1 Ref Feet Remarks Photo Ref Photo No. Inf. F [ Remarks No. No. Feet Inf. No. `21 22 -- — 23 j 24 6 25 i _ 26 27 — 28 29 IT 30 j.., 31 T - 32 _ 33 34 -— Ib _ 35 --- _ _ 36 3 9 - -- 0 1140 i Summary of Line Conditi ns: Codas - Pipe Conditio C� _ BP - Broken Pipe IM-Infiltration Mark Grade `T C - Crack 0 - Obstruction A I ignnkni_ CP - Collapsed Pipe OJ- Open Joint Jol..ts 1)P - Dip in Line OS- Off Set GC - Grr.de Change R - Roots _ H - Shear SC- Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet__,;��,� _ Pipe Size - Poloroids Reset TELEVISION INSPECTION LOG Tape Start .eport / CAI.-TON, Inc. Tape Stop 2r Tape I _ 16799� SW 72nd Avenue Portland, Oregon 97223 Cleaning Report (503) 610-6959 - Client�l ��7 Opera torER,�ZY _ Da..e/ Ti Location Y!s Line Size _ Pipe Type -*6r, Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth - Ground Wafer Elevation 1.1 D rect on WIER READING 1 INFILTRATION ,6 A 6. vb1 tui�c��t Q pf�� ;V TOTAL Flow DirectionL C �,�y ` G D H Photo Ref Photo Re Feet Remarks Inf. Feet Remarks r _ No. No. Inf. No. 1 f 21 2 r 22 23 — 24 `�' --- 25 — 26 T . e 27 --_ 28 - 29 - �- _ 30 31 , 32 _ 133 34 35 _ 36 - --- - - _ _ 37 38 -- 3 9 -- 0 1 1 1140 Summary of Line Conditi s: Codrs - Pipe Conditioi BP Broken pipe IM-Infiltration Mirk Grade C - rrack 0 - Obstruction Alig nt — CP - Collapsed Pipe OJ- Open Joint Joi..t sDP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC-- Service Conn. 1 - Infiltration TJ- Typical Joint Lineal Feet Pipe Site - Poloroids - Reset - nam q �5 CITY OF TIGARD NOTICE OF DECISION LOT LINE ADJUSTMENT M 6-84 APPLICATION: Request by Ken Waymire for Lot Line Adjustment approval to allow side yard adjustments not to exceed 5 feet fur all lots within Bond Park Subdivision No. 2, Lots 25 through 48. The property Is coned R-12 (Residential, 12 units/acre) and is located on the west side of 19th Avenue, 270 feet north of Durham Road, Tigard. DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described application subject to certain conditions. The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT 1. Background Bond Park II received Preliminary Plat approval in November, 1983 and the plat has been recorded. 2. Vicinity Information All of the surrounding properties are zoned R-12. Bond Park I is on the opposite side of 79th Avenue and the remaining development in the vicinity consists of single family residences on large lots. 3. Site Information and Proposal Description The qubdivisicu streets, curbs and utility lines have been itisialled. The lots are all approximately 50 feet in width and the subdivision approval was for single family detached residences with standard 5-foot side yard setbacks. The applicant states that it will be desirable to have the flexibility to adjust side lot lines up to 5 feet in order to better accommodate dtficrent house designs. A single application is preferred in lieu nf - separate application and review for each individual lot line adjustment. 4. Agency and NPO Comments The Engineering Division has the following comments: I, a. A "blanket approva?" could lead to conflicts with TMC 15.04.080(b) which requires a driveway to maintain a 5-foot setback from the property line. b. Many of the utilities were brought to the property corners and therefore the respective utility companies should approve of the adjustments before they are finalized. NOTICE OF DECIS;ON - M 6-8; - PAGE 1 MRAMIRAL c. Thp developer's engineer should certify that the adjustments will not adversely affect any of the utility services within the subdivision . Also, a ,ctailed c >mposite as-built plan illustrating the location of each utility service should be 1 provided to the City. d. Subsequent location of driveways could negatively impact tie now existing sanitary sewerage system building service laterals. General Telephone indicates that th_ phone utilities are installed and that any relocation of the facilities should be borne by the developer. .'.G.E. indicates that service stub outs and general oriductor location will no= cause any significant ntoblems. Depenw ng upon driveway locations, conflicts could develop in rel,-tion to transformer and street light locations. Any costs :or moving these facilities should be the responsibility of the developer. The Building Inspection Office notes that the affect of thi- propoaal upon side yard setbacks should be clarified. NPO #5 has not responded. B. ANALYSIS AND CONCLUS-ON The Community Development Code provides a tvio-step review of lot line adjustments. A preliminary application is first eva'.usted and a decision is made. If the preliminary application is approved, a final application is submitted containing ' tie final lot lin- adjustment map and legal. descriptions. Following laity approval, thf_ map and legal descriptions are re,orded with Washington County. As noted by the Engineering Division and the responding uti.lity companies, conflicts miy result in relation to the location of utill'ty services and driveway locations. A final lot line adjustmeit map an6 legal _2scri.ptions shall bt requ.red for each adjustment teat occurs under provisions of this preliminary approval. The map arra descriptions should 'nclude information . egardicg the prtcise location of existing utilities and driveways. A certification from a, engineer should be proviJed which indicates that the adjustment will not adversely effect existing utilitieb or that the facilities will be relocated to the ra!isfactiot� of ,itilitles cowpany(s) involved. The 8-12 zone docs not have a minimum lot width requirement, but the SO+;- foo' aide lots are relatively farrow for single family det ched residences. The 5-foot side yard regoi ement shall remain in effect as well as the 5- foot. driveway setback requ'.rement contained in T.M.C. Section 15.04.080(b). Variances or waivers of these requirements shall be viewed with disfavor. NOTICE OF DECISION - M 6-64 - ?'"GE 2 k .. C. DECISION The Planning director appro%es M 6-84 subject to the following conditions : 1. UNLESS OTIIERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO RECORDING AND LOT LINE ADJUSTMENTS WITH WASHINGTON COUNTY. 2. The final lot line adjustment application(s) shall be reviewed and approved by the Planning Director. In addition to the requirements of Section 18.162.080 of the Code (copy enclosed), the applicant shall provide information illustrating the location of all utility facilities in the vicinity of the property line(s) to be adjusted. 3. A registered engineer shall certify tha, each final lot line adju Lment will not have an adverse impact upon the utility services within the subdivision. 4. Any re.tocation of utilities shall be approved by the appropriate utility company. All costs incurred shall be borne by the developer or lot owner. 5. Variance or waiver requests to the side yard setback requirement of the R-12 zone or the driveway setback standard in TMC 18.04.080(b) shall he viewed with disfavor. 6. One or more final lot line adjustment applications may be filed for lots 28 through 48 Bond Park II as provided by the above conditions. This approval shah expire within one year of the final decision date noted below. D. PROCFOURE 1 . Notice: Notice was published in the newspaper, posted at City }fall and mailed to: XX The applicant & owners _ XX Owners of record within the required distan^e XX The affected Neighborhood Planning Organization XX Affected governmental. agencies 2. Final Decision: THE DECISION SHALL BE FINAL_ ON Scptemter 241 1984 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this recision in accordance with Section 18.32.290(A) and Section 18.32.370 of th- Community Development Code which provides that a written appeal must be filed with the CITY RECORDER. within 10 days after notice is given and sent. NOTICE OF DECISION - M 6-84 - PAGE 3 The deadline for filing of an appeal is 4:30 P.M. 9-24-84 4. Qlt,nstions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171 . oe 11 am A. Monahan, irector of Planning 6 Development ATE APPROVED (KSL:pm/0629P) I 1 X i NOTICE OF DECISION - M 6-84 - PAGE 4 M I _ f v, w 1 N N O 43 J w fwn z FI cn o N I cn w � I CD tv cr Lli Ir 0 O o z w I J Z z n , U � W ~ C) a v o W OF CL H G v 1 WASHINGTON COUNTY DEP, iMENT OF LAND USE AND TRANSPORT, ION H I L L SBORO, OREGON 97123 PERMIT TO OCCUPY OR PERFORM OPERATIONS C�r�, 11,9(9sl WITHIN THE RIGHT-OF-WAY OF COUNTY AND DEDICATED ROADS OF Tj0gRO Date / / 7 Permit No. Name of Company/Agency 1 n" O'er Address /Z.� S 'a S '�1,� ;t l �v _i e r., A L-4 77 L Z_ Phone C, a& 4) is hereby granted permission by the ashM7 ington County epartmen; ofLL'a'nd Use and Transportation to perform the following operations within rights-of-way under Washington County's jurisdiction. Types of oper- ation and location are as follows: 1 ype of Cute I Add ass or Cut : 117 PE.RMI 1 The approoriate General provisions contained in "Washington County, Department of Land Use arid Transportation, Rules and Regulations for Pole Line, Burred Cable, Pipe Line And miscellaneous operations and/or facility permits" as supplemented and modified by the Standards in effect and the following Special Provisions, shall apviy to this permit, and tv this reference, are made a part hereof. It shall be the obligation of the appli- cant to nhtain said Standards and Rules and Regulations from the Department of Land Use and Transportation and to determine which of the various provisions are applicable be- t ci re corvitencement or work u„de- this permit . SPECIAL PROVISIONS IVC 721=V TN r C �i F.C72 e Q W r f F '�� i i�� s ► -�r •Q 6 This permit is issued by the Department of Land Use and Transportation subject to the terms and provisions contained herein and/or attached hereto. Washington County Department of,land Use and Transportation By Rev. 05-25-84 W r.S H IN GTON COUN ,, t' ADMINISTRATION BUILDING — 150 N. FIRSTAVENUE HILLSBORO, OREGON 97124 BOARD OF COMMISSIONERS DkPT.OF LAND USE AND TRANSPORTA 1 ION WFS MYLLENB[CK, Chairman Auministration2nd door BONNIE L. HAYS, Vice Chairman EVA M. KILLPACK (503)648-8761 JOHN E. MEEK LUCILLE WARREN May 29, 1984 Harris-McMona�l e Associates 8905 S.W. Comn�rcial Street Tigard, Oreyon 97223 Attention: Jim Harris, P.E. RE: S.W. 79TH AVENUE Enclosed -is one copy of approved plans for BOND PARK II Subdivision. Approval is subject to the comments in RED. The approval of these plans by the Public Works Department means that we have to the best of our ability reviewed the plans for compliance to County published standards and specifications while also incorporating the Department policies. This approval does riot supersede those stanolyds and specifications, unless specifically varied by the County. The devel- oper's engineer is ,,espornsible to see that all construction meets County standards and specifications. This approval does not relieve any legal conditions which have been placed on this project. j1 Ron Aase Project Review Engineer RA:hs Enclo re c: ob Thompson, City of Tigard Loren Meinz, Operations Engineer Form Y-1 "Construction Plans Approval Letter" an equal opportunity employer May 3, 1984 CITYOF TIGAM Mr. Roger LeClare WASHINGTON COUNTY,OREGON First American Title Co. 310 S.W. 4th Avenue Portland, OR 97204 RF: Bond Park II Subdivision Dear Mr. LeClare: This is to verify, per your request that: 1. Each lot will be situated on a concrete or asphalt surface road which has right-of-way and improvements, includes curbs and necessary and adequate drainage structures, t:,6eLtte, with means for operation and maintenance, which meets the standards of the City of Tigard, Oregon. 2. Said subdivisiot, where necesbary, will have drainage structures and fill designed to prevent flooding as approved by the City of Tigard, Oregon. 3. A mutiicipall.y owned disposal system will be available to each lot at the lot line of each lot at the time of sale or lease of each lot which meets the requirements of the Environmental Quality Commission, with capacity to serve all lots in the subdivision. 4. The improvements required to be constructed by the City of Tigard, Oregon, are under construction. 5. A Subdivision Compliance Agreement and Performance Bond (and Maintenance Bond) has been executed by the subdivider and has been accepted and acknowledged by the City o,`- Tigard City Cnuncil regarding completion of the improvements; said documents are on file in the City of Tigard Recorder's Office. I hope this letter clarifies the matter for you regarding docurentation/verification required to be submitted to the State Real Estate Division by each subdivider. Also, enclosed please find one ccpy of the project bond per your request. Sincerely, Jnttrt S. Hagman Supt. Engineering Division (JSH:dc/00195) 12755 S.Ul,ASH P.O BOX 23397 TIGARD. OREGON 97223 PH:539-4171 Harris•McMonagle Associates, Inc. REG!=ITEC) FNGINEERS SUR V EYORS 8905 S.W. COMMERCIAL STREET TIGARD, OREGON 97123 C�rY Telephone(503)639.1451 OF 11GAHfa April 27, 1964 Mr. John Hagman Engineering Division City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Re: Bond Park No. 2 Dear John: We have no objections to the use of P.V.C. sewer pipe which conforms to the Unified Sewerage Agency standards in the Bond Park No. 2 Project. Si.r-.erely, J R. Harris Harris--McMonagle Associates, Inc. JRH:ds em � CITY( N TI1FARD WASHINGTON COUNTY,OREGON April 20, 1984 I Mr. Kenneth Waymire Waverly Construction 10185 SW Riverwood Lane Tigard, Oregon 97223 Re: Bond Park 11 Dear Mr. Waymire: The Tigard City Council, at its meeting of April 9, 1984, approved the I Subdivision Compliance Agreement for Bond Park ll. Enclosed is a copy for your files. Sincerely, P- �J�/� J La��r �Wilson Deputy City Recorder O w/1472A) CC: Engineering Division 12755 S W ASH P 0 BOX 23397 11GARD, OREGON 97223 PH 639.4171 -- J CI'rY OP TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: AGENDA ITEM DATE SUBMITTED: March 22. 1984 _ PREVIOUS ACTION: NONE ISSUE/AGENDA TITLE: ACCEPTANCE OF SUBDIVISION COMPLIANCE AGREEMENT AND REQUESTED BY: PUBLIC WORKS DEPARTMENT PERSONAL SURETY PERFORMANCE BOND FOR BOND PARK 11 DEPARTMENT HEAD OK: CITY ADMINISTRATOR: --------- ----------------------- .rvFORMATION SUMMARY This subdivision development project is located on the west side of S.W. 79th Avenue, north of Durham Road, directly across from Bond Park I. The preliminary plat has been appLo•:ed by the Planning commission. Construction drawings have been submitted and are approvable (i.e. can be issued after the Council acts to accept the Compliance Agreement and Performance Bond) . Subsequently, thereafter, construction may start. ALTERNATIVES CONSIDERED -"------- ----- -------------------__•"'--===cxa=vx=a-=-as:-a-_--zcsmaa SUGGESTED ACTION Public works Department staff recommends that the City Council act to accept the Subdivision Compliance Agreement and Performance Bond for Bond Park II Subdivision. .. SUBDIVISION COMPLIANCE AGREEMENT THIS AGREEMENT dated the ?— day ofAn , ' , 19$S(_ between the CITY OF TIGARD, a municipality of�0r "g'on, hereinafter termed the "City", and WAVERLY CONSTRUCTION COMPANY, INC. hereinafter termed "Petitioner". W I T N E S S E T H : WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as Bond Park 11 -- Located in Sect ion 12, Township 2 Sou' h, Range 1 West _ Willamette Meridian, Washington County, Oregon; and WHEREAS, the City has approved and adopted the standard specifications for Public Worka; construction by APWA Oregon Chapter and the Unified Sewerage :specifications for the sanitary sewers prepared by professional engineers for ubdivision development ; and WHEREAS, the public improvements required to be constructed or placed in Petitioner's development are incomplete, but Petitioner has nonetheless requested the City to permit progressive occurdacy and use of property in the subdivision, and the parties desire hereby tv protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that the public improvements will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT' IS HEREBY AGREED AS FOLLOWS: (1) Petitioner steal? proceed with the development, with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not later than two (2) years from the date of this u agreement, and Petitioner is hereby bound to comply with all subdivision L standards as set forth in said Subdivision Ordinance and the standard specification adopted by the City of Tigard, or as may be otherwise approved by the Public Works Department and to us-2 only such material an( to follow such designs as may be required to conform thereto. (2) To assure compliance with the City's requirements and the provisions hereof, Petitioner tenders herewiLh to the City a surety bond in form approved by the City, with liability in the amount of $146,4)2. 3o _ a copy whereof hereto attached and by this reference made a part hereof. (3) In the event that Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time limits, upon ten (10) days notice by the City to Petitioner and Petitioner's sureties, and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the work completed and charge the costs thereof against Petitioner an. A Petitioner's sureties and in the event same be not paid, to bring an action an the said bond to recover the amount thet-of. In the event such act,on be brought , Petitioner and .. .....M.,;.:.�..:.:.wahb.v �+tiSm.4w.+f�:r'i'f«v6n.EN�+u1ie74J�:;Nis..eMs.xut.mwd;WlantadaraNl�C,w{wft _ . Petitioner's sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner and/or Petitioner's sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's attorney's fees and costs, both in the Trial Court and Appellate Court, if any. (4) Petitioner, concurrent with the execution hereof., has deposited with the City an amount estimated to equal rental and maintenance fees with respect to the street lighting facilities within the subdivision, according to Portland General Electric Schedule 691, Option "B", together with a further sum equal to the estimated cost of providing electrical energ-1 to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights. Said amount being $ 521.70 _ (5) The City agrees to make and provide periodic and final inspections which in the City's interest are desirable to assure compliance herewith, in consideration whereof the Petitioner has paid prescribed inspections fees.* (6) The City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount of $ 147.00 (7) At such time as All public improvements except sidewalks and street trees within the Subdivision have been completed in accordance with the City's requirements, Petitioner shall notify the City of the readiness for inspection and upon certification by the Department. of Public Works that the requirements of the City have been met , the Petitioner will submit to the City a good and sufficient maintenance bond if not already provided with the performance bond, form approved by the City, in the sum of $ 29,289,46 to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year after tentative acceptance of the public improvements by the city. Upon receipt of certification by the Department of Public Works , that all requirements have been met, and a One Year Maintenance Bond, the Cit-v Council agrees to tentatively accept the public improvements subject to the requirements for correction r" deficiencies and maintenance for a period of one year as hereinabove set forth. (8) That in addition to or supplementary of the requirements of the ^City's Subdivision Ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and ;imitations: *Project Fee $ 4,467.48 Sewer Fee $� 240.00 —L� (a) None of the lots of Petitioner's subdivision as described may be occupied for residential purposes until an occupancy permit is issued under authority of the City and no occupancy permit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk paralleling the street for each aeveloped lot proposed to be occupied, is installed as a part of the development; provided that all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision not later than 3 years from the date of this Subdivision Improvement Contract. (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) as required, shall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and applicant for occupancy permit occurs within any calendar month from October to April of any year, such plantings may be deferred until the next following growing season. In any event, all landscaping and trees in all areas shall be planted and in place within the entire subdivision within three (3) years from the date of this subdivision improvement contract. (c) After tentative City acceptance of the public improvements, the Petitioner agrees to place a one (1) inch asphaltic concrete Class "B" overlay on all roads within the development; placement scheduling to be approved by the City. (d) Compliance with all terms arkd provisions specified theretofor said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, in regard to variances allowed from the subdivision ordinance, conditions specified by the zone use classification and, also, on the approved plat(s) and plans(s). (e) Petitioner agrees to provide for correction of any defective work and/or maintenance becoming apparent pr arising during the guarantee period as hereinabove set forth. (9) At such time as all public improvements have been completed in accordance with the City's requirements, Petitioner shall notify the City of the readiness for final inspection and upon certification b, the Department of Public Works that all requirements of the City have been met, the Council agrees to accept said improvements for operation and maintenance responsibility, thereinregard, and release the Petitioner's guarantee bond. (10) The parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof , and Petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior to th, time this agreement is executed on behalf of the City. (11) The specific requirements of Paragraph 9 hereof shall for all purpose,i �--e included as a part of the obligation secured by the aforesaid performance bond and the City shall be entitled to recourse thereto in the went of de!sult on the part of the Petitioner with respect to any requirement thereof. -3- IN WITNESS WHEREOF, Petitioner acting by and through its duly authorized undersigned officers pursuant to resolution of its Board of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting ,'hereof duly and regularly held on the day of Ap,: , 19JL�_-, has caused this agreement to be executed by its Mayor Ad Recorder. dIAVA& 4�ca5.71T1u�cT7c�J O. IWC. By:_, ClutalJ� By: J�. THE CITY OF TIGARD, OREGON Maitor P 1-o -f"rm . B• LldG1'+J _ ncp t'7 Recorder -4- A . C D I I I F G ' NORTH I I CURVE DATA PROMO SE D 50 D PA RIC t40. 3 CODE DELTA RADIUS LENGTH CHORD CH BEARING ' I , I I � 5 PSL 3 CENTER LINE z•�j r..,c srAwa ao ' I 1l"r M4 srR'vvw.e1v 0 - s7mrorGW�'.*caoE I I srREErOAX0.�noc - I" la°��4 37 277. 84' gl• 7rJ 91. 2 9' N 79° 15' 13.� W Is -al I o' ,'-� � , ccP _. L - -- -- 2� 2 03� 4w� 277. 94. 10.0 /0. 00 N- 70 49 47 - W ' I TC -- 16 1 3Sµ ` 1 I � 3 + 37. 50 C + 21 .16 �L � 3 + 40.0 I O- 3l 22 24 04 U. UO� 9 . 74 97. 12 N 7 ° TC.= 161 51 : 1 4h / i7�,s 2 5 7 7 362 9 W T 7 / �T� I . / 3 + 3z.8u 8 ,7, _ GRADED 5 5/w 4 6 6` 2yiisT LIFT (_ UR B L I NE 2.e WE5T BNDRY /y' _4_!_L2__%0 _ .- UTIL.ITy 6` EXPOS URE t4IN I YR. -30 MjA__ � - 3 I 4 2 WEST BNDRY ESMT. (FINISHED) MATCH Er1� 1• PvNIT �A , 90J28'35 20. 00 31. 58 2R. +C) N 43°28,14 W �.E : Ise. �►�. o r NOTE lE..= IS�.0 L 1 3 ►22 .84 PR..C.. ;1 1 89 31 �5., 2O. 00� 31 15 ZK•17 �1� 31,wb - vV T. 161. 213 AVE .VER �A `ROM IMPVT. N 1FOR S. W. 79TIlPLAIV FOR OND ---- -- l r 5TD 16" CURB •• F T. k3 I _ _- -- - - - - . � `.. 4'THICK CONC. WALK 9G 29'3 5 2G.U0 31. 51�• c�•yU N - 9j 28 / 4 • W I � 6'"THRU 0/w � 3 „ 3�y,.0 LLvf- L CGllFSE � 89 3125,. 2r, O0' 31. :x5 t �3•l7 5 ' ° I PARK TO STA. 6450 BOND F'A13K N0, 2 . 29 1z IYz -v BASE ROCK �6 3 46 • '�N STREET STATIONING EQUATION : 2' 31. 14 F� 32 4 I TIC 1 �b PC W. 79TH AVE . Q 1.0 r59.b I TC JEE'. 2U l.�L� 24. 62 . ' 0 50 NO I'ARK NO. 2 = _ / TYPICAL 5ECTION NvsCALE pt 2 + 00 r,� - -OND PARK . 8 I 17' 17' 17 ---- -- 2 + 6 2 . 70 - 5 45"• 81 �6' - � QIII, WHEEL- CHAIR RAMP LOCATION 2A �S' 33 { 40 45 _T COMBINATION STOP S 5TREET Cr. NAME 51GN f n DEAD END 5TREET SIGN OVERLAY OF 5. W. 79TH AVE FROM 27 C u m7 3y 39 Cr w 46 gyp' >w. 10 _ .. ___. __ -- 0 ,, OU TO 2 + G 2 . 70 TO MEET C.IT 'Y r Nr, < Ivy I 5'5/w 6 6 -� - U) INTERIM STREET STDS To BE DONE I °a#oN _ m w � i -- - -- GRA DEG - -�.�. '+.CL 8" A.0 ` I _.__ __-_--- __---- �_._ ________________-__ _ UTILITY WITH FINAL PAVING OF OTHER I � N ESMT. � 6" EXPOSURE CC"C RowN 2Yz15T. LIFT I STR L- E 'T' s Ir I (FINISHED} I�2' IN I YEAR THICK CONC . " ` P i > I WALK - 0 EVE j O t 4J • 31 PCF, I / ' + THk /2 L At 40�� 1 PCR 3 69 6" U D/W ` STD. Ib"CURe r/a" II 0 6A5E KGCK 0 39 . G9 PCF p + 9 G9 PCK = r56 7,5 rL TC.= 1136. 75• ! C � 16 3. 34 - � -TC.� 163. 31 5. W. 79 TI-1 AYE . 25 36 37 1Y I % 48 TYPICAL SECTION No 5CALE INLET j 3 + 50 37 PCR �:� �L� 4 + 24 .37 PC is IN�ET �Zv 5 + 45. 81 - 7 + 89. 38 O�OU 79TH _ *62.70 = - cv 6 0 .05 PcR �_+�, o5 FGR INTER. DURHAM R~ - 2t UB+JN I 1'C,- 159.0 j 3 T.C.: 156 .69 161.00 I G 3 /T,C. = 162.66 2-- D _Q__ D 1 �.._�-IE : 158 v0 2 [�', I _ �P. 2: 1 'TAPER TO T.C.=156.30 0 '3 w I 32 I o it MATCH EX15T. PVMT. Il� 2 . 1 TA P E Ft -L----+. p 1C C. 212:0 _C P - I - 2 TO MATCH A oC P 1 7r'l0" EXIST. PVMT. !_ N� 125.00 �ti � 12 - -- - 5- Gl�.+�' �p3 - W 286.68' - - 145. 00' --- 1 1 17. 93, > 0 + i2 MH _4A f26 -68' . f _ 6 * 6 INIE - PL. 0125_ MH B' I.E. 150 . 77 OUT S, W. I9TN-AVE / c I.E. 151 a31 0•JT / I,E, 150. 97 IN L ---jI.E.= 15 1. IN L PAVING EDGE - 25_ 15' - 5+45.81 0100 NAVE RLY 51. 7+ 99. 38 - 4 ----� - 3 + 97. 7U 79TH 1.=..(6 + 44 , 38 T.C. = 167. 4 '7 . 1 RETURN AO I 2t84.4y DONQ°1 = 0 ; 00 13"''D _J1 I T�,-161. 88 GhL CUM G t� �'w;Gl'" _ I, T. C. I TC I 6 . 11 RETURN IMPRovCMENT5 , `-' r_� c ,. 6" 7 2 5/w 56 57 I. T.C,= IG3. 0U Y ( 3;,C h GRADED - - L 8''A.0 I TILD D 2. T. C. 156.25 ( ''t" 2. TC. IG 2. 18 6 t �;� �5�� ;H' �wnl IlrY Yz 1ST. LIFT SLOPE PEk U - 3. T. C. 155. 98 .f cp _ '- , ---- -- 3 • T.C. ICo 1 39 _ I ! rvl�HEu IS/L I>`J I YR. CITY I IE M� RET B � � .'- ` • ' I �-iI �-• ------ ' _ _ URN O IRETURN 00 - I. TC = 156 . 55 LOW P i, INLET - OO V.G. tf' TH' K CONE. -f---•-•-. 2 7.C. * 156 .57 - - 1• TC. 162 . 73 LOW PT. INLET STD G"CURB , WALK 3 T.C. 156 . 64 4t00 2. T.C. = 16 2 -E17 6 THRU D/W ( (2 �iy - O LEVE L COURSE Q * P. V. t. 1621 3• T.C. = 163 . 11 S. W. BOND GT 8. WAVEP.uY WAY 2 a' 1 /1 - C BA5E ROCK ' TYPICAL : ECTION iz _ D+00 I + OG Z+pp 3 +DO 4-+00 7 + OU X10 S C A L E 3 - fni as _ r_ - - ----- , - - -, 3 - _ 50 - - - --- - r I : /00 V. C. 160 - 3 _ 1 - _ - { _Y -t 5 I r., , - - -. . -- + _ _. u _ I_. 1. C-C _-_ - ---. _. }' __.. _ �_ -- a{ -- - i P. v 5 - It _ _ _ - O I - - X d _ _ � t'O V, bl - --- _-- --+--- - - --- ------ _--�- -__ - _- _. - - - - -- _. AZI 1 1 I a I.E. 156 ,4 2 0 u L -_. _____ PL f�O r 3 f WTU - - 1 t 7 r 0 --_ - - _ 3 uv _ ..___. 1 N - - _._..... _-- - - _. _.._ - __ _..�I __. _ - -_ -._ I r - -00 2 - 7"� t x _ t IE: I Q• 7? OUT - - -- - _ _ - __ a .. 1� � Q _ _ -i-- 175 _ IN i 1 _ - -M. ._Z 55.70 M - -_ -- _ _ - - _ -. - - LA _ I _ I Q r C4 U) _ _ .. ._ ___ _ - V �- -_-. ____ 170 .. _.. 6 s __.. _ > j 96. - - ---- __ _- _. __ -- _. -__ _. a ,P _ Ct - - ,. _. z - _ - - _ ---to w ur - - + -75 I _ tt ' I t A .E _.._ _ - - - A1� ER Y AY _ _ r I 145 I + Uo 2+00 - . ?,'� 4 +UC 5100 C + Do 7 + )n B + GO D + OC'' 1 + 00 2 + 01� 3 �. I . I � C�, 4 00 5 REFERENCE INFORMATION AND NOTES: DESIGN SEE SHT. 2 FOR GLNEI=.AL NOTES . - ,_, r, WAVERLY CONSTRUCTION CO. 1"0 1108,7 �+ g� �r �•. BOND PARK NO. 2 �E1 VERTICAL DATUM - CITY OF TIGARD U. S. G. S. ) Ilt� 11� {>� ) 1 TRACED 10185 S. W. RIVERWOOD LAVE JOB NO. • HOR120TAL DATUM( - PLAT OF GOND PARK N0 . 2 �� {`��'� �'�, �► �t , $- # S 1. N H TIGARD, OREGON 97223 CHECKED --- - STREET a STORM SEWER SHEET 5 w � ML Harris - McMonagle Associates REV. DESCRIPTION SUB. APPR. DATE --- ENGINEERS - SURVEYORS PLAN 8� PROFILE REFER TO TRACING FOR LATEST REVISION DATE 8905 S. W. COMMERCIAL STREET E.10ND PARK NO �, ' -`0 `� 4 TIGARD, OREGON 97223 OF 3 car 12 I � .1�1 A � :A ••- . �. - ,.!1""'�°Mc""""y",w.;swwvUurMI�OIMMwI,►,_."*^1NM �;' •'-...C.1,,. .,, - - �;-+ - •-• •. -.`;,.,,,;;.!'�`.�i�'!=`,•r�. .,�"^r�'"'^'.•'..'"'.r""' _ _ -_ ...., ..,. ..»_._. _...rl�it.,._.__. , lrllt'�IIIIIIFII11111I�I11111��11� i�111 II111j1�11�1�>11�1�1�1 1 .1�111�IIIII� 111111 IIII111IIII��IIIIIIIII111IIIII111I111IIIIIIIII111111111111111 111Ir11`111I111I11111I1�1111111 r 1 _ ,f i ` - I 2 3 4 5 6 7 8 9 1�0 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT ICA-r-TT IS DUE TO �. � QUALITY OF THE ORIGINAL OE 62 92 LZ 92 SZ 1►2 E2 22 Iz OZ 61 of LI 91 Sit I?I EI 21 II 01 S O L 9 S fp E p I1N11IM I a r � ,-,,.•+"'• - ..DRAWING•..:....,..., Now- !I un II n�uullyll1n11nI�,1u41nI11a1nllluubulln>r11�nlaulanllurintd}tt�Itmhl�l�nnlntl�►1ltlnitr►�I�talwlln►�Irnl��nnhftt�M>»IUN�tN1I1N�tNllaluullullunluuluuLt1U�11tl�11�uul�lu�wllwlLlullul�igl11t1 2 imp- 4 DUNE 1 9 2 , A B C PRQP05ED F30 D PAS No. 3 NORTH now I Mii-.3 t 2 8. 0 0 I I TS STUB 0 I.E. = 153 . 07 OUT I I I i UT U I,E.a 153. 2 ) IN I I SOU H & WE5r TOP- 16 1 4 NOTES !. ALL WORK SHALL BE DONE IN CONFORM -AC WIT T 30 Zt+ 9S' La 24, 31 4Z l,•�s, 5' 43 5PECIF' ICATIONS AND CITY 5TANDARD5, N E H NE PLANS, L 35 2. ALL SANITARY SEWER 5ERVICES 5HALL BE 6 - INCH , MINIMUM. SLOPE 0. 016 % ( 3/16" PER r:T.) SE►? V►GES SHALL EXrr-No PAsr �— PROPEPTY LINE BY AT LF-A5T ONE LENGTH OF PIPF , H 2 * 74 292 445 32 41 I.E. I• 3 d i ; : 2 . 2 5 � L= 38' L- ZO� 2''37 2 *owe 169 D (1) u. L= 3W L s 23' 44• iLA 2- 6 1 + 94 1 1 + 96 40 V 1 + 93 45 J. Developer is responstbIv for having all Sanitary Sewer main Ione t IVd . A1,,o, 1 ' and a written report on thv f�f L , 37' L = 20 I • e8 >- L= 23 Pie must have. a reel t.o reel hour video tape P 33 L =34' < O sanitary sewer line presented to the Engineering Department: prior to final ') acceptance. 4. The Developer is responsible for installing and locating all mail box clusters. n 271 + 43 1 50= 24' 3 4 3 9 J U► , 4 Z 46 5. Sewer laterals are to be marked either on the curb or a permanent stake at the L - 35' ► + 36 i v L 123' and of each lateral. --- W `` 34 -- ___ _ _ ! (D 6. The Developer shall see that there is an inspector on site any time that any 1 O y underground work is being done. (This can be his engineers inspector as p •r 0 long as the engineer will verify in writing that the work was done to approved +_ 35 Be standards.) V) ` L�*3. (J) OL 216' 0 ' 88 Lt 23* �� 7. All catch basins shall have a catch installed. � L = 35' nl 8. S.W. 79th Avenue shall be improved beyond the project to S.W. Durham Road - - — -- - l� - -- using the City's interim standard. C> 0+ 47I G { µ2 � � 3 -7 0 i 4µ � * 2 j 48 I 9. Need a Street Opening Permit. L 300 4 L- 30 L - 35' I 2-- �E x '. 5 T S C 5 P - 118 .7 r' AC s P L= 140-00'-_...$• C.S. F' 2 S. W. 79 TH A V E ` - EXIST t N G —~ �` --- • - 4 + 03 . 71 - J ( I+ 45 CONNECT - _ Q + 0 „ = 0 t 00 IVAVERLY 5T PLUG END OF LINE I.E.= 14 7. E OUT TO EXIS•r. 8 CSP I,E _ 155 - 20 OLJr I.E = 158 • 40 ' I.E.= 147• S Z IN I.E. 155 . 4U IN I TOP 161 . 80(_) ,�. i 3 _ _ t -- I -_ _._... _ _ _ _ - --.__ ---- . - - --- __._ _.._. _- _ _ __ _. - -- 3 _ - -1 W d► -_ _ . t- ._....- SIL 17 D _...-.__. t A -- _ t 7� _ W r _ - _ { IZ -.f - r b ti n 16 5 • 4 f _ Z, ---- - I s _ 8 - ----..- _- - - - I s D ' 16 0 fQ I - _._ _ _ _._.._ - t6. _ 1 16 C•g,P. -- 5 I 2h 4__ 5T U '-0-UT t 4 sou- T a E.11 15 T. 8 C S - - - - - -- -- __ - --- -- — 1--- 7 __-_ - t - _ I _ —F 150 _ UN 14 "` W 111 t I _ f - LL I 1W AV E R 0400 I �00 z + oc' + ac 4+ oU 0 00 I + 00 2 + 00 3 + cu µ roc v � Co I + 00 2 • UO 3+ 00 REFERENCE INFORMATION ANU NOTES: DESIGN �y A V E R LY CONSTRUCTION CO. CALE • VERTICAL DATUM CITY OF Ti � AF2D ( U . S. v S . ) 4DPRCF� J H 60NC K N0. 2 I - SO HOR)Z i ' 5 VERr. HoR1toNTAL. DATUM - FLAT vF BOND PA ;? ►� r'A �°T. APPROVAL, PEN01IN �� r` �" �•, TRACED 10185 S. W. RIVERWOOG LANE JOB NO. s- SUBJECT TO REVISION "2 ' r... N • H TIGARD, OREGON 97223 SANITARY SEWER r..�..r CHECKED SHEET 2 ,,,, "r�l � w L . W . �larris - McMonagle Associates PLAN 8r PROFILE REV. DESCRIPTION SUB. APPR. DATE �q y 12, Vf �� ENGINEERS - SURVEYORS REFER TO TRACING FOR LATEST REVISION �S R• kill DATE 8905 S.W. COMMERCIAL STREET BOND PAFth:: NO A.2 TIGARD, OREGON 97223 or, i ' ( • .. •'9"!, "^-" 'R�,.., k. .�ntlP.�•..w,a.cMM`rgy,#'�M'+M< W w."lw'`a3.•- •M1Rw :u6r...r wrww +.P �a, •... ,wr 'II�IIII1�1�11111111111I�I'�M11�11111I I�II11111��I11�1��1��111 (1 I'I111�lIfIII�IIII�I) (I I�IItIIIIIIIiIIIIIlI11111IIII�III�l1111111tllltll�tltltltltlt�Tlllpllltll�litlllllt'Itltllltll r �♦� t 3' ' ' I mom a ' I 2 3 4 5 6 7 15 A 10 I I 12 NOTE: IF THIS MICROFILMED !""'�"r""` - •'+ �'' _._ _ - - DRAWING IS LESS CLEAR THAN THIS NOT ICAt---IT IS DUE TO c .Df QUALITY OF THE ORIGINAL - „"` y - •.y,_ RAWING. OE dZ 9Z a 9z SZ tit EZ - ZZ IZ OZ 61 81 LI 91 SI bl EI ZI 11 01 _ 6 9 L 9, S b E Z I�'�,*" /jay//' ��111lUIIlullunlln1lunlultl�ullnl�11111UI1I11pI1Nilualut+IuNlu�►IanII�iIIH1111I11�IIttlf11111111111�11111Ii II1111NIM1NtI11tIN1U»lit)!IIt11�11tIltr�llttt�Il�tdtn�Itittlll�IKlttIlllulln11r1111uHllu) 11) ,Ilitl - -• JUNE 24 1992 .,•..,,, ..,. . ,-,. ,. -,.,, - ... ;_, ,..;, ... ....-. ta'""Pylf r^M7RA5i1.: er, ..'" S+�1ti:.�''^.'�,n " - i STATE OF OREGON ) ) ss. County of �� r ) On this ��T day of ldfX, 1r ,19£?4 before me appeared ��.� �_ and 4A�e-.T Gboth to me personally nown , w ong �u ysvaorn,—dice say t-iat Fe,- ttie saw' is the President, andfhe, the said � � is the Secretary of �,/ the within named Corporation, and that the seal of zxed to said instrument is the corporate seal of said Corporation, and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors , andand acknowledged said instrument to 1;e -f-re-e act and deed of said Corporatiori IN TESTIMONY WHERLOF, I have hereunto set my hand and affixed my official seal the day a�hd r las . above written. bt r/ _�ric dor Oregon. My Commission expires Y •l YN ft ", � N 1r •,IT V" a, sr d T.j Ip JA 1 y 0 7r.1 i ST T r v �/� , •� � M►TOM j��l 11t '6l yW t•" O�Lt■a / ;—� aY./M IOM _ CN[III[ yr �e 4 t• [OKWOOD ST � CC"crosir ST NR{n• ct r V&DOALO fT L I �] [i■o7[ C■[[[CT . t N I 1r s s • Ir Ir[t /1 •' •/ Sr w IIM! ■ WN 1 tr r ■iT pl� L T r f--- ROSS tf- 1 rr ai I ,().i �!7 ,/ ■uc[ [T • nn■■u■N Ii 1' �) SO,NJ la 141 NO ■NAM ' CL llt i !t / II ' ''•� Yllt di SII w r �`, � ,. III{D•lIn �'� ■ 4 � w M•• - XM I �, ply �n;•� � � M•I Y I11 IN■f/Nl1 fr [ltr■Nh urt u ! � M it 8+ z_ N �` •ILp /I,o PERSONAL SURETY PERFORMANCE BOND KNOW ALI, MEN BY THESE PRESENTS, That we,_WAVERLY CONS,rRUCTION, INc•., CorpvratiQn as Principal, anti Kenneth L. Waymire and Roberta A. Waym,re as Sureties, are a an firmly boundo e Int, GON, as Obligee, in the sum of $ 4"""' , for the payment of which, well and . truly to be made, a saPrincipal and Sureties bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents The condition of this obligation is such, that whereas the Principal entered into a certain contract, hereto attached and by this reference Rade a part hereof, with the Obligee, CITY OF TIGARD, dated the � day of 1k y� , 19`A , known as the Subdivision ompliance Agreement or Fie proposed Subdivision NOW, THEREFORE, if the Principal shall well and truly perform and fulfill all the undertakings, terms, conditions and agreements of said contract during the original term of said contract, and any extensions thereof that may be granted by the Obligee, with or without notice to the sureties, and shall also well and truly per- form and fulfill all. the undertakings, terms, conditions and agree- ments of any and all duly authorized modifications of said contract that may be made hereafter, notice of which modifications to the Sureties being hereby expressedly waived, then this obligation to be void; otherwise to remain in full force and virtue„ In the event suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies hereunder the City. In the event it shall prPvall, shall be entitled to recover such sum as the Court may adjudge reasonable as end for attorney's fees. By: WAVERLY CONSTRUCTION CO. INC. By. GJ By: PRESIDENT By: _ Principal Sureties STATE OF OREGON ) )) County of Washington as. We Ke inc spy being first duly sworn, on oath depose an say; each or Itm�jE:Tf and not for the others: (1) That I am a resident of the State of Oregon and n freeholder therein; (2) That my net worth over and above n11 just debts, liabilities and exclusive of property ex,!mpt from execution is a sum equal to or in excess of the liability expressed in the foregoing bond Subscribed end sworn to before me this —ell day of L �i,t 19 r Form No,. 1971-2 My Commission t:xpires: FF 1 � C Portland General Electric Company Date _ Anr, 7 2. 1984 Gentlemen: 11 e: 13oiid Paris II SurJdv. Attached is our proposal for providing underground electric service to the above noted subdivision. Our preliminary investigations suggest that this proposal is compatible with existing and/or proposed project and utility construction; however. , if there are any conflicts with your existing or proposed installation, please contact me at your convenience in order that the plans may be modified. Very truly yours, _ bl-icliael Stru_bel _ Estimator ,Job No. .,340L) Copies to: 1 Tigard Water District - 639-1554 8841 S.W. Commercial Street, Tigard, OR 97223 Attn: Robert Santee 1 City of Tigard - 639-4171 City Engineer, 12420 S.W. Main Street, Tigard, OR 97223 City of Tualatin 638-6521 City Engineer, 18880 S.W. Martinazzi .Ave. Tualatin, OR 97062 Attn: Mike McKillip 1 City of Sherwood - 625-5522 90 N.W. Park Avenue, Sherwood, OR 97140 2 City of Newberg - 538-9421 City Engineer, 414 E. First St. , 'lewberg, OR 97132 Attn: Bob Sanders 2 Yamhill County - 472-9371 Road Department, County Courtholise, McMinnville, OR 97128 3 Marion County - 588-5036 Marion County Department of Public Works, Salem, OR 97301 Attn: George Grove 2 Clackamas County - 655-8521 Clackamas County Engineer. Dept, 902 Abernathy Rd, Oregon City, OR 97045 Attn: Pat 2 Wilsonville - 682-1011 Larry Blanchard, P.O. Box 220, Wilsonville OR 97070 2 State Highway - 653-3999 slight of Way, Box 02157, Portland, OR 97202 Attn: Ted Inlos 2 Northwest 17atural Gas - 226-4211 123 "1.W. Flanders St. , Portland, OR 97209 Attn: 1). W. Mills 2 City of Dundee - 538-3922 Box 201, Dundee, OR 97115 Western Division-14655 SW Old Scholls Ferry Hoad—Beaverton, Oregon 97007-643-5454 8.40.203 ESTIMATE Ledger AccountJob No. P4S'-2 Blanket :` 3 �� Section No. SHEET EntityI`- =RC ��Z--LedgberAc�crount- ��`o For Copy P :IV7� -Fr,-NTN!" EST.LABOR(IN MANHOURS) Gam' -1�,,• AND F�ChID `✓T INSTALLING E C Z-i-'1- L 1 V Lm SVG -rte 2.4• LZ-7 5 U 8 vtv 1 5 Io,, REMOVAL CONNECTION DATE 5-/ S- S g- REQUESTED BY �� TRANSF. STOREROOM NO. DISTRICT �I�/F`HT1=: TOTAL NO --LEDGER' CE FERC STORES ACTUAL MATERIAL TO BE INSTALLED ESTIMATED ESTIMATED COS ACCOUNT- ACCOUNT CODE NO. QUANTITY QUANTITY 1 -1 ID-4t'D L B UJ N c7T TAP FUSE -VAcz F -I0-T` 2 a- 2ALDSISKY Uv UaF31-1Z--- 1100' -m 4 ` -,L STR[SS GO14F= LN iT 2"PVG C,0NDOIT- UNf-r Z PAD MT-T(�lah1S� I�WIT 2 FPA':) Cm Z -A ' - r r, 1.) I bFCN/ PRI SPL1 Cr=- I?-- 4?.'L L422 5L.E-1=VV- PL.1.�G Z 1'l Q '5TGtvD PIP e 143C LVk wiT-s- _ I�D SCI>rVUY1ry� Z t' ��• ! I,. NOTES- F 't_ti1 --- ; \� - _ .1 �•H i' • JOB COST '-f MATERIAL A1STORES EXP. GAS �,L,S-r' 0 'I , LABOR - - TRACING NO. 7.5 1 CIRCUIT �, - T , _ r. I• N?- TOTAL __CHECK ITEMS REQUIRED PERMIT APPLIED FOR O.K.FOR RECORDS INITIAL DATE CUSTOMER SHUT DOWN NO rIFIED PPL TO TRANS. LINE DEPT OVERHEAD _ PORTABLE SUB. NOTIFIED TELCO TO TRANS OFFICE INSURANCE F*9900ff-REQUIRED PPL TO TRANS.&REMOVE POLES TOTAL STAKE HOLES - TELCO TO TRANS.&REMOVE DIST.ENGR. LESS SALVAGE o TRIM TREES ON THIS JOB t,' POLES TOPPED 1 (� L,4,-1 r_ POLES REMOVED BILLING JOB ❑ JOB COST ESTIMATED BY �-7 F',.p r DATE 'Z-^_- - _.._WORK STAnTED BY DATE W APPROVED BY IE�S M. 3 Z3 6 WORK COMPLETED BY DATE B-40-202 ESTIMATE Ledger Acr�ount�:P.�1 Job No. _Blanket Nr L' '�,", Section No. SHEET Entity !l 3 RC a0.ccoutat j�GG For ~'` Copy— v^`-1� PA'R� ' �T V iResidential Customer Responsibility Sheet EST.LABOR(IN MANHOURS) INSTALLING E �u -�! REFERENCE JOB NO. (�,j y1F REMOVAL CONNECTION DATE -- REQUESTED BY TRANSF. STOREROOM NO. DISTRICT _ TOTAL LEDGER FERC STORES ACTUAL ESTIMATED ACCOUNT CE ACCOUNT CODE NO. QUANTITY MATERIAL TO BE INSTALLED _ QUANTITY ESTIMATED COST Trench F P imary T--,nch ft, Secondary Trench f<. Pad Evacuation Vault Evacuation_5',c S'x 7-16" 'D CCA 2 Hand Digging _ 3/4"Minus Crushed Rock cu.yd. Sand _ cu.yd. Black Top _ sq,ft, _Sodding/Restoration Stubs PC r 4�YZ4?vLcn"� t Road G S, Road Crossing ft, -L Crossing Road Bore c; Pk F_ 2 in. Z. Sp K• GTE„ —_ 'S0 ft Gti 2 in. Z 3/4" Minus Crushed Rock cu.yd. p �� 31 — - <,- 2 in.PVG•DB `- 31 " in.PVC-UB 31 v 4' in.PVC-DB Duct FI. !� � s- 1 4- E E Pi 'x 2 C'C' PV r --- tori.Com.-1'v Street Trench ft, T Light Base Excavation —_ Hand Digging — ding/Restoration Stubs NOTES- Telco Yes El" No O -_Per K_F.r-� !1! •yT Fr,1 JOB COST PGE to Install Telco Yes 0 No [3 NIA1 ER AL Q'F'GE toProvideTrench and Bill Customer,or STORES EXE. 0 Customer to Provide Trench per Attached Letter _ LABOR —__ Dated: `! - TRACING NO. CIRCUIT �.i`^C-, Q I IN, ,�11 ,� 0�Z K� TOTAL CHECK ITEMS REQUIRED PERMIT APPLIED FOR O.K.FOR RECORDS INITIAL- DATE CUSTOMER SHUT DOWN NOTIFIED PPL TO TRANS. LINE DEPT OVEPHEAD PORTABLE SUB. N01 IFIED TELCO TO TRANS OFFICE INSURANCE m EASEMENT REQUIRED FPL TO TRANS.b REMOVE PULES — _ TOTAL STAKE HOLES TELCO TO TRANS b REMOVE DIST.ENGR. - _ LESS SALVAGE TRIM TREES ON THIS JOB — POLES TOPPED w --- POLES REMOVED BILLING JOB 0 JOB COST _ a ESTIMATED BYSC 1S DATE 3 Zti .QWORK STARTED BY DATE APPROVED BY WORK COMPLETED BY DATE Owl 4 Q Z N `V� uz � 2 ti U �r I } upq ju 4t Cl •:•i •.i Iz t I W ,. � (j i d F --71f V , (L./N S' Cts W-fV sic' O')X.? N t rV I u 1 ° ; m ry 8 `� � 1 ► � r {� V W Li I _ I allj I Jjr I~ t'� � '� { 'N♦1 d ti It' (J r ��' I'I I -•1 '. I � cYl � i r 1 ®r .ga W l ,� a � i' u w W I ' Y n ti a w c. TO _ Z-1 zri o, 1 z' z W O > Z m 2 Zs 0 r Q WHO Un i J >w V N q �3 UJ o LL l ms �L C) a h ru o CL w W M ui d O Q �) use 0(1 vi Z L In s 1 r �`�,,of ,, •u a � ►_ . .M 1 N ul 1 1 h s a �m c� A Two f .�� rl O CO um mm a CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT DATE: — __AMOUNT: $ '` 714' L� - =-DOLLARS NAME: __ � = Cc?' CASH: __— ADDRESS: _ HECK____ _ M.O.: N OF FOR: ACCT. PERMITS SURCHARGE_ AMOUNT SEWER BILLINGS 40-364 S BUSINESS LICENSE 05-331 — - PLUMBING PERMIT 05-332 S - MECHANICAL PERMIT 05-332 .-- BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 —_---- SEWER INSPECTION 40-365 SYSTEM DEV,CHARGE 25-366 _ ----- PARK DEV. CHARGE #1 30-361 -- PARK DEV.CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 ALI TOTALS RECEIVED BY../)Y,--- PERMIT Y:•vm _PERMIT NUMBERS ASSIGNED: rNumb*r Amount Number Amount Number Amount_ - $-- $ RECEIPT • 17 415 Harris-McMonagle Associates, Inc. ENGINEERS SUR V E.YORS 8905 S.W. COMMERCIAL STREET TIGARD, OREGON 97223 Telephone(50))619.3453 February 24, 1984 Mr. Bob Thompson City of Tigard Engineering Department 12755 S. W. Ash Tigard, Oregon 97223 Re: Bond Park No. 2 Dear Bob: Enclosed is a copy of our detailed cost estimate for the major development items in Bond Park No. 2. The following is a summary of these costs together with estimated costs for other items of work necessary to complete the project: Streets $ 55,009.55 Sanitary sewer 34,735.25 Storm drainage 19,753.00 Water system 18,430.00 Sub-Total . . . . . . . . . . . . $127,927.80 Sidewalks 9,250 s.f. @ 1 .25 11 ,562.50 Street lights 5 ea. @ 700.00 3,500.00 P.G.E. trenching & transformer pads 3,312.00 Street signs 2 ea. 0 60.00 120.00 Grand Total . . . . . . . . . . . . . . . . $146,422.30 Sincerely, J. R. Harris Harris-McMonagle Associates, Inc. JRH:ds cc: Ken Waymire enc. ufn Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 February 23, 1984 City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Gentlemen : SUBJECT: B014D PARK #2 The construction plans on the above-referenced project have been approved by the Unified Sewerage Agency. If you have any questions , please do not hesitate to call . Sincerely, Terry Chamberlin Design Engineer TC:,jb Enc. 72� 41311 Harris-McMonagle Ass(, tes, Inc. �,��'��ls SIF F.NGINFERS.SURVEYORS 8905 S.W.COMMERCIAL STREET TIGARD,OREGON 97223 — DATE v JO• NO Telephone 15031 639.3453 � ,��1'- --- - --- -- ATTENN ON ----� A E��) TO _ c GFNTLEMEN WE ARE SINGING YOU ❑ Attached C Under separate cover via --_the following items ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples Lj Specifications r- Copy of letter ❑ Change order ❑ —_--- — -- COPIES DALE NO DESCRIPTION -------- -- -- THESE ARE TRANSMITTED as checked below: AFor approval U Approved as submitted CJ Resubmit______. copies for approval For your use ❑ Approved as noted ❑ Submit__ __ copies for distribution i As requested ❑ Returned for corrections ❑ Return___-_corrected prints 09�For review and comment ❑ _ - —_ ---- -- C FOR BIDS DUE_—________ .- - 19 _ _- U PRINTS RETURNED AFTER LOAN TO US REMARKS -- - - — -- -. - F COPY TO - SIGNED: U mclnsures are not •• noted. IMmdly noflfy u41 Of Ono• Harris McMonagle Assc .tes, Inc. ENGINE ERS-SURVEYORRVEYORS �ZTTLr-IrNi nD IF 'T M zZKS[aOTUGaL 6905 S.W.COMMERCIAL STREET TIGARD,OREGON 97223 DATE JO! NO Telephone(503)639.3451 � �` IATTENT N RE �7 i TO .,- _� -- ---- --- - GENTLEMEN -- --- - WE ARE SENDING YOU mf Attached C Under separate cover via _the following Items: Shop drawings Prints yir'Plans O Samples L� Specifications Copy of letter Change order IJ COPIES DATE NO DESCRIPTION THESE ARE TRANSMITTED as checked below: For approval _J Approved as submitted Resubmit copies for approval For your use ❑ Approved as noted Submit copies for distribution - As requested ❑ Returned for corrections Return .--corrected prints For review and comment ❑ f FOR BIDS DUE - --------- _. _19_ PRINTS RETURNED AFTER LOAN TO US REMARKS _ COPY TO _ SIGNED. L7�� If enclosures are not as noted, kindly notify us of once --_—'-- ----- -- i H-WASSOC., INC. e-PROJECT: Bund Park 1 ..ost Estimate .:/15/84 (revised) Page 2 UNIT UNIT ITEM DESCRIPTION MLASURL COST TOTAL STREETS 1 . Clearing 6 grubbing lump sum 1800.00 1 ,800.00 2. Excavation 6 embankment to subgrade 1927 c.y. 3.40 6,551 .80 3. 1 1/2" (-) base rock 1150 c.y 12.25 14,081.50 4. 3/4" (-) leveling rock 320 c.y. 13.25 4,240.00 5. Type "B" asphaltic concrete 342- ton 29.50 10,089.00 6. 16" standard curbs 1675 l .f. 3. 75 t),281 .25 7. Street barricades 2 ea. 400.00 800.00 B. 1 112" Type "B" asphaltic overlay 360 tan 31 .00 11_,160.00 TOTAL STREETS . . . . . . . . . . . . . . . . . . . . $55,009.55 SANITARY SEWER 1 . 6" Concrete sewer pipe 706 l .f. 11 . 75 8,295.50 2. 8" Concrete sewer pipe 861 1 .f. 12.50 10,762.50 3. 8" x 6" tees 22 ea. 45.01 990.00 4. 48" dia. manholes w/ steps 5 ea. 1150.00 5,750.00 Pipe zone rock 1561 l .f. 1 . 75 2,742.25 u. Rock backfill 826 c.y. 1.50 61195.00 _ TOTAL SANITARY SEWER . . . . . . . . . . . . . . . . $34,735.25 STORM DRAINAGE 1 . 10" concrete culvert pipe 42 I .f. 11 .50 483.00 2. 12" concrete culvert pipe 282 l .f. 12.00 3,384.00 3. 21" concrete culvert pipe 10 l .f. 28.00 280.00 4. 24" concrete culvert pipe 321 l .f. 26.00 8,346.00 5. 12" x 10" tee 1 ea. 60.00 60.OU 6. Standard inlets 4 ea. 450.00 1 ,800.00 7. Storm manholes 3 ea. 1100.00 3,300.00 8, Rock backfill 280 c.y. 7.50 2_,1.00.00 TOTAL STORM DRAINAGE . . . . . . . . . . . . . . . . $19,753.00 WATER SYSTEM 1 . 8" ductile pipe CL 52 340 l .f. 13.00 4,420.00 2. 6" ductile pipe CL 52 340 l .f. 11 .50 3,910.00 3. 8" x 6" M.J. tee 1 ea. 175.00 175.00 4. 8" M.J. sleeve for cut in 2 ea. 85.00 170.00 5. 8" M.J. gate valve w/ box 2 ea. 390.00 780.00 I - H-MCASSOC., INC. /"PROJECT: Bond Park II (revised) Cost Estimate 2/15/84 Page 3 UNIT UNIT ITEM DESCRIPTION MEASURL_ COST TOTAL _ Water System (Cont) 6. 6" M.J. gate valve w/ box 2 ea. 290.00 580.00 7. Fire hydrant assm. complete 2 ea. 1475.00 2,950.00 B. Rock backfill 230 c.y. 7.50 1 ,725.00 9. 1" double water services 12 ea. 310.00 . 3.720.00 TOTAL WATER SYSTEM . . . . . . . . . . . . . . . . . $18,430.00 Commissioner Butler moved and Commissioner Vanderwood to continue CPA 18-83 ano LC 14-83 until the February meeting to allow the present NPU 7 Chairperson time to review the application. Motion carried by unanimous vote of Commissioner present. 5.3 MODIFICATION TO AN APPROVED PRELIMINARY PLAT S 9-83 BOND PARK II NPO 11 5 A request by Waverly Construction to modify the street alignment in the approved preliminary plat for Bond Park II. Located at SW 79th near Durham Road. • Assistant Planner Skorney made staff's recommendation for approval with conditions. • CCT - NPU Comments - No one appeared to speak. • APPLICANf's PRESENTATION - B'L11 McMonagle, 8905 SW Commerical, representing the applicant explained how a purchase had occurred which would enable them to construct Bond Park Phase III and they needed the road alignment modification to make through streets. PUBLIC TESTIMONY s Dorothy Gage, questioned thf! alignment of the street. Assistant Planner Skorney reviewed alignment to Mrs. Gage's satisfaction. CROSS EXAMINATION AND REBUTTLE • Commissioner Butler questioned the length of the streets and where the streets would come out. Applicant reviewed map of phase III, indicating proposed streets, stating the streets would be approximately 700 feet and would eventually enter onto Hall Blvd. PUBLIC HEARING CLOSED • Commissioner Edin asked if the applicant had any problems with the condition to improve SW 79th. Applicant stated no, as this was originally a condition for Bond Park I. COMMISSION DISCUSSION AND ACTION • Commissioner Owends moved and Commissioner Vanderwood seconded for approval for modification of an approved Preliminary Plat S 9-83 based on staff 's findings and recommendation. Motion carried by unanimous vote of Commissioners present. 6. OTHER BUSINESS • Discussion followed between Commissioner and staff concerning future staff reports and presentations; information submitted to the Planning Commission and the need for a Planning Commission workshop. PLANNING COMMISSION MINUTES January 3, 1984 Page 3 Agenda Item 5.3 MEMORANDUM TO: PLANNING COMMISSION FROM: PLANNING DEPARTMENT SUBJECT: MODIFICATION TO AN APPROVED PRELIMINARY PLAT S 9-83 Waverly Construction Company requests a modification of the street alignment in the approved preliminary plat, Bond Park 11. The new street pattern would allow access to the future proposal for Bond Park III subdivision. Attached is the staff report for Bond Park II as approved at the November 15, 1983 Planning Commission meeting. No changes have been made to the number of approved lots. The following conditions were requested by the City Surveyor to be included in the approval of the modification of preliminary plat S 9-83: 1. Compliance with section 18. 160.160 and 18.160.190 of the Tigard Community Development Code. An option to requirement 18.160. 160 (A)(2) is to set monuments at surface of final lift, eliminating the monument box. 18.160.160 Monumentation, Basis of Bearing Requirements and Acceptance of Lmprovements A. Monumentation 1. In accordance with ORS 92.060 subsection (2), the centerlines of all street and roadway right--of-rays shall he monumented before the City shall accept a street improvement. a 2. All centerline monuments shall be placed in a monument box conforming to City standards, and the top of all monument boxes shall be set at design finish grade of said street or roadway. 3. The following centerline monuments shall be set: a. All centerline-centerline intersections. Intersections created with "collector" or other existing streets, shall be set when the centerline alignment of said "collector" or other street has been established by or for the City; b. Center of all cul-de-sacs ; C. Curve points. Point of intersection (P.I.) when their position falls inside the limits of the pavement otherwise beginning and ending points IB.C. and E.C. ). B. Basis of Bearing 1. 1ne plat shall be tied to a City of Tigard "Primary" or "Secondary" control station if one exists within 1000 feet of the plat and the bearings oriented thereon. 2. Tigard Grid coordinates for all established boundary points on the plat shall be submitted to the City within 15 days of recording. 18. 160.190 Filing and Recording A. Within 60 days of the City review and approval, the applicant shall submit the final plat to the County for signatures of County officials as required by ORS Chapter 92 and 18. 160. 150. B. Upon final recording with the County, the applicant shall submit to the City a Mylar Copy of the recorded plat. COMMISSION DISCUSSION AND ACTION o Commissioner Edin moved and Commission Leverett seconded to forward a recommendation of approval to the City Council for the Comprehensive Plan Amendment CPA 17-83, from low to medium density; and approval of the Zone Change ZC 13-83 to become effective upon Council approval of the Comprehensive Plan Amendment. The motion was approved by unamious vote of the Commissioners present. 5.4 SUBDIVISION S 9-83 Bond Park 0 2 NPO t 5 o Assistant Planner Skorney made staff's recommendation for approval with conditions . o NPO/CCI COMMENTS - No one appeared to speak. o APPLICANT"S PRESNTATION - Bill McMonagle, 8905 SW Commercial, stated they had reviewed the staff report and had no problems. They were available to answer any questions. PUBLIC TESTIMONY o No one appeared to speak. COMMISSION DISCUSSION AND ACTION o Commissioner Butler was concerned that there was no school impact statement submitted with the application. The applicant stated they had contacted the school and that they had no problems with the proposed development. o Commissioner Owens moved and Commissioner Moen seconded to approve Subdivision S 9-83, with conditions, the applicant' s request for a Preliminary Plat of Bond Park p 2, a 24 lot subdivision. The motion was approved by majority vote of Commissioners present, Commissioner Butler voting N0. 5.5 PLANNED DEVELOPMENT S 8-83 PD Park Place/Century 21 Homes NPO # 3 o A request for conceptual and detailed plan approval of a Planned Development consisting of 215 single family units. o Assistant Planner Skorney made staff's recommendation for approval of the conceptual and detailed plan with conditions. They are also asking for preliminary plat approval, however staff had not responded in the staff report to that issue. Also, staff had received a call from Washington County requesting that the application be tabled until the alignment for Gaarde Road could be agreed upon between the City and Washington County. The Public Works Director also supported a continuance. PLANNING COMMISSION MINUTES November 15, 1983 Page 5 j STAFF REPOR-1 AGENDA ITEMS 5.4 / CITY OF TIGARD PLANNING COMMISSION NOVEMBER 15, 1983 7: 30 P.M. FOWLER JUNIOR HIGH SCHOOL - LGI ROOM 10865 S.W. Walnut - Tigard, Oregon A. FINDING OF FACT 1 . General Information CASE: Subdivision S-9-83 Bond Park # 2 NPU # 5 RLQUEST': For preliminary plat approval of a 24 lol: single family detached subdivision. COMPREHENSIVE PLAN DESIGNATION: Medium Density Residential ZONING DESIGNATION: A-12 RECOMMENDATION: Based on information submitted by the applicant, staff's review of applicable Comprehensive Plan policies, zoning code provisions, and field investigation, staff recommends approval of the modification of S 9-83 subject to the conditions listed in this staff report. APPLICANT: Waverly Construction Co. OWNER: Fr Ices Tousey 11903 Broadacres NE 14660 SW 89th Ave. Hubbard, Oregon 97032 Tigard, Or. 97223 LOCATION: SW 79th off Durham Road (Wash. Co. Tax Map 2S1 12CD lot 1600) AREA: 3. 75 acres NPO COMMENT : NPU # 5 has not responded in writing to this application request. PUBLIC NOTICES MAILLD: Fourteen notices were mailed. No written continents have been received at the writing of anis report. 2. Background On July 12, 1983, the Planning Commission approved Bond Park # 1 subdivision. 3. Vicinity Information The surrounding area is developed as large lot single family residential. To the east , across SW 79th, a 24 lot residential subdivision is being constructed at this time (Bond Park 0 1). 4. Site Information Tlie site is vacant , wooded and bisected by a drainage swale. ti. APP,ICABLE PLANNING POLICIES 1. Comprehensive Plan Policies 2. 1 . 1 THE CITY SHALL MAINTAIN AN ONGOING CITIZEN INVOLVEMENT PROGRAM AND SHALL ASSURE THAT CITIZENS WILL. BE PROVIDED AN OPPORTUNITY TO BE INVOLVED 1N ALL PHASES OF THE PLANNING PROCESS. All owners of record within 250 feet of this site received notice of the hearing in the mail. A public notice was printed in the Tigard Times on November 3, 1983. In addition, NYU if 5 was notified of the application. 2. 1.3 THE CITY SHALL ENSURE: THAT INFORMTION ON LAND USE PLANNING ISSUES IS AVAILABLE IN AN UNDERSTANDABLE FORM FOR ALL INTERESTED CITIZENS. All interested parties are given 10 days at a minimum to comment on land use p=anning issues and are encouraged to do so. III planning staff is available on a regular basis to answer any questions on specific applications. 6. 1. 1 THE CITY SHALL PROVIDE AN OPPORTUNITY FOR DIVERSITY OF HOUSING DENSITIES AND RESIDENTIAL TYPES AT VARIOUS PRICE AND RENT LEVELS. The subdivision of this property will provide 24 single family lots that range from 4300 to 5500 square feet. Itie applicant states that by utilizing the site at this density (6.40 units per acre) , it will be possible to provide affordable housing. 7. 1.2 THE CITY SHALL REQUIRE AS A PRECONDITION TO DEVELOPMENT APPROVAL, THAT: a. DEVELOPMENT COINCIDE WITH THE AVAILABILITY OF ADEQUATE: SERVICE CAPACITY INCLUDING: I. PUBLIC WA'.'ER, 2. PUBLIC SEWER (NEW DEVELOPMENT ON SEPTIC TANKS SHALT. NOT BE ALLOWED WITHIN THE CITY) ; AND 3. STORM DRAINAGE.. b. THE FACILITIES ARE:: 1 . CAPABLE OF ADEQUATELY SERVING ALL INTERVENING PROPERTIES AND THE PROPOSED DEVELOPMENT; AND 2. DESIGNED TO CITY STANDARDS. C. ALL NEW DEVELOPMLN'1 UTILITIES TO BL PLACED UNDERGROUND. 11ie applicant is proposing to install public facilities in accordance with planning policies and City ordinances. STAFF REPORT S 9-83 Page 2 7.4.4 THE CI'1Y SHALL REQUIRE THAI ALL NEW DEVELOPMEN'1 HE CONNECTED 'I'U A SANITARY SEWER SERVICE. The applicanL is proposing to connect to the Fanno Creek interceptor sewer line. 7.6. 1 THE CITY SHALL REQUIRE AS A PRECONDITION 10 DEVELOPMENT THAT: a. THE DEVELOPMENT BE SERVED BY A WATER SYSTEM HAVING ADEQUATE WATER PRESSURE FOR FIRE PROTECTION PURPOSES; b. THE DEVELOPMENT SHALL NOT REDUCE THE WATER PRESSURE IN THE AREA BELOW A LEVEL ADEQUATE FOR FIRE PROTECTION PURPOSES: AND C. THE APPLICABLE FIRE DISTRICT REVIEW OF ALL APPLICATIONS. The Tualatin Rural Fire Protection District has been notified of the project , but has not submitted any written comments. 8.1.3 THE CITY SHALL REQUIRE AS A PRECONDITION TO DEVELOPMENT APPROVAL THAT: a. DEVELOPMENT ABUT A PUBLICLY DEDICATED STREET OR HAVE ADEQUATE ACCESS APPROVED BY THE APPROPRIATE APPROVAL AUTHORITY; b. STREET RIGHT-OF-WAY BE DEDICATED WHERE THE STREET IS SUBSTANDARD IN WIDTH; C. THE DEVELOPER COMMIT TO THE CONSTRUCTION OF THE STREETS, CURBS NND SIDEWALKS TO THE CITY STANDARDS WITHIN THE DEVELOPMENT; d. INDIVIDUAL DEVELOPERS PARTICIPATE IN THE IMPROVEMENT OF EXISTING STREETS, CURBS AND SIDEWALKS TO THE EXTENT OF THE DEVELOPMENT'S IMPACTS; e. TRANSIT STOPS, BUS '1URNOU1 LANES AND SHELTERS BE PROVIDED WHEN THE PROFOSED USE IS OF A TYPE WHICH GENERATES TRANSIT RIDERSHIP; f. PARKING SPACES BE SE'I ASIDE AND MARKED FOR CARS OPERATED BY DISABLED PERSONS AND THAI THE SPACES BE LOCATED AS CLOSE AS POSSIBLE TO THE ENTRANCE DESIGNED FOR DISABLED PERSONS; AND g. LAND BE DEDICATED TU IMPLEMENT THE BICYCLE/PEDESTRIAN CORRIDOR IN ACCORDANCE. W1111 THE ADOPTED PLAN. The applicant is proposing to improve S.W. 76th and S.W. 79th Streets to approved City standards. S.W. Bond Street will be constructed to City standards. STAFF REPORT S 9-83 Page 3 a MIL V l THE C 1'1 Y SHALL PROVIDE FOR HOUSING DENS I'i l ES IN ACCORDANCE w I'1'H: a. 'IIB% APPLICABLE PLAN POLICILS. b. 'IHE APPLICABLE LOCA'IIONAL CR1'IER1A. C. TH1; APPLICABLE COMMUNITY DEVELOPMEN'l CODE PROVISIONS. The density proposed in the development conforms to those set in the new adopted Comprehensive Plan policies, plan map and interim zoning map. 12. 5. 1 THE CITY SHALL PROVIDE FOR THE LOCATION OF COMMUNITY FACILITIES IN A MANNER WHICH ACCORDS WITH: a. 'IHE APPLICABLE POLICIES IN 'PHIS PLAN; b. THE LOCA11ONAL CRITERIA APPLICABLE TO 'I HE SCALE AND STANDARDS OF THE USE. I. SI'Z'E CHARACTERISTICS a. THE USE SHALL BE ALLOWED PROVIDED: (1) THE UNIQUE NATURAL FEATURES, IF ANY, CAN BE INCORPORATED INTO THE DESIGN OF THE FACILITIES OR ARRANGEMENT OF LAND USES. the applicant's proposal conforms to all applicable planning policies and locational criteria. C. TIGARD MUNICIPAL CODE PROVISIONS SUBDIVISION 17. 16. 100 Tentative Approval. Within sixty days of the date of of submission of the preliminary plat the Planning Commission will review the plan reports of the agencies listed in Section 17. 16.090 and may given tentative approval of the preliminary plat as submitted or may modify the plat or, if disapproved , shall express the Planning Commission's disapproval and reasons thereof. No tentative plan for a proposed subdivision and no tentative plan for a major partition shall be approved unless: 1 . Streets and roads are laid out so as to (.onform to the plats of subdivision maps or major partition already approved for adjoining property as to width, general direction and in all other respects, unless the City determines it to be in the public interest to modify the street or road pattern. 2. Streets and roads held for private use are clearly indicated on the tentative plan and all reservations or restrictions relating to such private roads and streets are set forth thereon. 3. The tentative plan complies with the Comprehensive Plan and applicable zoning regulations of the City then in effect . S'104 REPORT S 9-83 Page 4 1 4. No tentative plat of a subdivision or map of a major partition shall be approved unless there will exist adequate quantity and quality of water and an adequate sewage disposal system to Support the proposed use of the land described in the proposed plat. D. RECOMMENDATION Statt recommends approval of S 9-83 with the following conditions: 1. Seven (7) sets of plan-profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a registered civil engineer, detailing all proposed public improvements shall be submitted to the City's Engineering Division for review. 2. Construction of proposed public improvements shall not continence until after the Engineering Division has issued approved public improvement plans. Ili e Engineering Division will require posting of a 100% performance bond, the payment of a permit fee and a sign installation/streetlight deposit. Also, the execution of a street opening permit or construction compliance agreement just prior to, or at the time of, it 's issuance of approved public improvement plans. 3. Public sewer lines shall be extended to the project boundaries in all directions. 4. The final subdivision plat shall be recorded with Washington County prior to the issuance of any Building Permits. 5. No changes or modifications shall be made to approved plans without written approval from the appropriate City department. b. The applicant shall improve SW 79th Ave beyond the project boundary to Durham using City Interim Standards. RECOMMENDED MOTION Should the Planning Commission adopt staff's recommendation, the following motion may be made: "Move to approve, with conditions, the applicant 's request for a preliminary Plat of Bond Park 11 2 (S 9-83) , a 24 lot subdivision." 1110-TAkE.D BY: APPROVED BY: Steve Skorney, William A. Monahan, ~� Assistant Planner Director of Planning; and Development SUFF REP0R7 S 9-83 Page 5 1900 w 2000 200 l HH AC D .94 AC 188 A w Q Q 13 14 1800 .PJ Ac r �n N 1801 O N n PAc - O 8 330.02, 1_ 330.021 1600 T 1700 300 J94 AC. 78 AC b 1.BB AC o = i W \\ F; v "b 12 M 1500 11 r /0 AC. S� m ,cce0000 237 1400 600 188 AC 1 BB AC. N 5 s S� r + 330.,71 Its.a les." 1200 �2 1300 1000 99 AC 500 AC 1100 0o 0 54 AC N N N b IC N M1� 4 _ _ 3 N N 7I n � T l) N d, T Its.,t — ---- --- TEAM , 11'R 71k-Un WIOTN ITATFO) , CITY OF TIGARD 7� DEVELOPMENT DEPOSIT FEE Cot,jr,UTINHON SHE E T PROJECT N0. PROJECT NAME ,, a (1) PROJECT FEE (City ord. 68-•48, Sec. I0, Par.' pry). a);otos estimated Improvement cost . • ... N= l b) Less can, sewer est const. cost. . ....... /�5 s Ad justod improvement cost......... . . ubtotal) c) .04 x �(sU'lvtel) ' - . . . . . . . . . . r. r. (2) SE VIER FEE (U.S.A. res. 70-12,Sec.9, Par. Q 1. a)Sewer plan check tee a Inspection f es , 1) "1 10.00 x (no') .: Cori 2) � 100.00 min. M � •• p b1 Permit tee 8 connection charge paid. • • • •• •• •• C] c) Sevier district contract surcharge paid (district name (3) STREET LIGHTING FEE : a) P.G.E. lighting sehedulE no, -�-- b) Mthly rate option. ...... no. - type ot!ight I rumens / )t. (mthly rate) (no.of Itghts) type of pole A'et�n dt'� T I —_ (rnthry role) (no of light•} lyr. r 12 mth's (subtolol) 2yr.-- 24mth'5 Y _ - �F /c' X t. . . �(subtctcl) (n o.of mths)w ' (4) SIGN FEE (item I-Inslollafien) (per R1gn) (no of sign) STOP — RESTRiCT. OCCUPANCY STREET SIGN x CO'•1i3.STOP/ST NAME X NO PARKINGx misal. typl) x a l S �•1c 'miscl type) .. . o. RLCEIPT NO — nATE PAID —1- rheck GRAND TOTAL. cosh � mcney order U3 ;",-in9ert: sewer,strcet,ur sr.:�d'' 'tion CITY OF TIGARDv DEVELOYMIENT PROJECT GE.';--R.4L INFORMATION SHEET I, PROJECT No. : IT. PROJECT NAKE: m Y. ITT. DRAWING (TITLE) IV. PLAT (TITLE) dated:-/ V. SITE LOCAT'ON: \11. PRINCIPALSt (1) DEVELOPER: tj d.'T 0 *419 iv --- *4 Address Phone No. T? �t- -71—n (2) DEVELOPERS SURETY Aridness Phone Bnd No. Exp. (3) ENGINEERS CN Add,, Flione No.(�1641_4+-S ., 3. (4) INSPECTOR Add re a Phone (5) PRIME CONTRACTOR: Address Phone (6) ccl;lp.Acrc)Rs SURETY AGF 4C`Y'..., Address Bond No. Exp. DAte-. (7) suB-coNTRAcrops i W BOND PARKy2 'z AORiURN ft4g d -j V m Iff ,7 F h I �o II3 STREET I MPROVEMENTS 5. W. DURHAM RD. VICINITY MAP SCALE 1" -600' S NIT RY SEWER INDEX TITLE SHT. NO. TITLE SHEET STREET 8k STORM SEWER , PLAN I OF 3 P PROFILE SANITARY SEWER, PLAN Sr PROFILE 2 OF 3 WATERWORKS PLAN 3 OF 3 r tyI6wl �U 4,-� \ 48 47 46 1+5 44 43 OWNER 1 - -,... S.-W. wAIVERLY WAY WA VERLY CONSTRUT ION CO. 10185 S. W. RIVERWOOD LANE -7:1 42 41 40 39 38 37 Q TIGARD, OREGON 97223 I. rI �,~• I � I � r � I— ULA 4�oN copYr.. I ;jr 31 32 33 34 35 36 CIRC - - `�-- i I ENG INEERS - SURVEYORS S ALL SPACES BUST BE ENDORSED -�— � - - _ _ S 57 HARRIS - M c M 0 N A G L E ASSOCIATES INC. 1 S. W. BOND ST'. �. PRIOR TO APPROVAL OF THESE PLANS I W 8905 S. COMMERCIAL STREET PUDLIC WQr'<S DEPT. OY._-- ____ DATE-- I I I PLAf`!;VI;:r Ut:?T. DY___._.-_ __-______ t�Il'('E.�__ _ � -� 30 29 28 27 26 i5 1 TIGARD, OREGON 97223 BUILDING D3PT, DY.,-.._._. ____.__._ DAT:i 1 COUNTY HE,`LTH D"PT. MY_ CITY 13Y__ DATC__ — PLAN TIGARD wit TER D'ST. DY_ ATE _I � y GENERAL TELEPHONE BY.-C_ ATS--_�-��--6i—�t�1� SCALE I OO' = I" = U 3 A tJ --- -_ r G j,- Z'/ /4� J' F 6104111 ON o iVW ) N. W. NATURAL GAS BY _ ATE �a 7 P. G. E. BY� DATGZ21,2" T. R. F. D. OY DATE BOND PARK NO.2 BOND PARK NO 2 OF 12 �P11t`II 111f111III is MII1iif111111i11111111111111III fill III r1111f11�1111�1111 NOTE: IF THIS MICROFILMED 11 11111I111111t11I1�1111111111111�111111111111111IIII�Il111ll�i1i11111011111111IlIIlI�Il11i1111i1 - � .. �,,,,,�, 1 2 3 4 5 6 7 8 9 110 II 12 ,R I DRAWING IS LESS CLEAR THAN THIS NOTICkr-11 IS DUE TO QUALITY OF THE ORIGINAL RAW I NG. - - -- H, OE 8Z 92 LZ 9Z SZ ft EZ ZZ IZ OZ 61 91 LI 91 111 IF EI ZI II OI 6 9 L 9 9 b E ,oI''op� � ._. ,�IILUnInnIlnllnulnnlmllnnlul{�Il1IuH1111NhwIIlnb�ellnubr��I�ului►IImIuHI11t11H111111rI11�1�nnllnrlll!ttlfllgl�lullnnhllrlu1111u1Iu1�11n111uh1u�uI1�11giY16dt1111nlunluu11111111uIlluWWRWuuLlullllllU.u111ulnlluWlnN "* , ' JUNE 24 1992 -7,- -f.!. 111111111111111 '00 1 Y- tir i ..• ♦ • 'ICY . fV:' .. F� .n I.a'S'I,: r..i'M.' I (r 1 r...... i...... .. .. .. - �r _ KI,. r l :'I I' T'N:,�4:.v -�dV^�1•irlV.. I/;�V11Ai�n l^ �4'jl q .. .. • _ _ .'P'..': :, .., • I ('^ TRY'.M! ,,I, 11'. 1'!}Dr�S J "., -., R 61FY,71'TrT�'4u1�4A►h72R7nEIW75RF�71 . kll ``r .,fRld T),I l A 1 I I C D E F G NORTH I i ( CURVE DATA I PROP05ED 6UI�J FAR I NU. 3 CODE DELTA RA Q5 LENGTH CHJR D CH BEARINC:, rrs,�.c< frowa•.:o I P/L sixes t' ©,pit�t',oc.=JE �irsr�« ,r,�.voA�eo 5 _ - --- --3�L__ --- - - - CENTER LIN E 12' 7!„�` I sri;s�rd�o��.yoc ! I� � �, 4' 371 277. 84 91.70 y1 c9, N 79ar5' 13 .. W P + ? 7.514- ) I 4 3 - 37. 50 � 3 2 6 36 �• 3 4 - ------__ _ ---.___ (2) G ��3 u`� 2 7 7 J 0.00 10. DO N 70 4 � 4 7 - W ZO . 94 9 T.C.:161.35 - I + O.oS ! O' o .___-.____. _ __-____ T.C 16 1 5 1 _ 6 / _ - - � TC.= 17 1. j, T.C.= ly2 s7 _.,,� i� 22 24'04' 25u. 00' 97. 74• 97. r2' N 77J3U'29� W r ;' �8 �,. .3+ f 8 ,� �� GRADED 5 �/w 4 6 6 ' 2YZI5T LIFT � uRR LINL 3 + 22.84 - WEST B3 f Y 42 7 i�' �_._3.��. __. UTILITY �� -- ly " IN I YR. , 30__-m ►�_ _ wI:ST 8N-QR--Y- EsN1T, 6 ExPosuRE z - FI ISFE tiIATC ►i EXIT I . PVMT �A 9G 28 .35 20 Uo 31 5$ 28. 0 N µ3 28 ly Nl N I D r NOTE IE = 156.420 T• 3 +22 .84 R.C. - T' - : VERTI y 5 4 CAL H GNMCNT FOR S. W. 9TH �. 161 28 -n ,6" CuRd 90'29'35"iUv ' 2a 31• 2 . I7 _ __ (1 2c 31 58' 28.40 N 43 28 I c� w AVE . I$ FROM IMPVT. PLAN FOR t30Nf~ C0 � '(D 4"THICK CONC NAL11. o PARK TO 5TA. 6 , 5O BOND PARK N0. 2 , G ' T}+RU D/W �`3 . 3/4,.-G LLVLL CGUK5E (G� 89 3125 2C. Do 31..?5 2 3. /7 5 c R 29 -.2t 31' 14 f'i 32 4 1 I 2 + 34 .96 P. . 12 IYZ -0 8A5E ROCK �d jl �+, N , T EET STP, TIONING EQUATION 6 � * � 2T,C : 15q,F1 I TC 1619.20 44 S. W. 79TH AVE . . 70 BONL PARK NO. 2 = - TYPICAL SECT ION NOS� AE 1 - 2 + 00 GOND PARK . _-__.__�_-__- I_ I 17' I. 8' I7" I7' - ---- 2 + 62 . 0 - 5 * Nti• EsI 7 oil WHEEL CHAIR RAMP LOCATION 28 � +8, 33 40 45 Y •e• COMBINA7 ;(,rj 570P S. STREET cc NAME S IGN i--- t DEAD END STREET SIGN 15 ' 30' Z 2O' z 3 ,� 39 QzN 46 y OVERLAY OF S. W. 79TH AVE FROM 0 " - I 2O 0 '* DU TO 2 + 62 . -70 TO MEET CITY CO t D 1 I� �;, Nf 0__ --_,,, INTERIM STREET ' S T n 5 r0 BE DONE t---- -.---_ �`�' - _ __ __.----__._ . rT► C l 6" A.C. -_ -- - - - W17H FINAL PAVING OF OTHER ; - '� � J ►� U I L 17Lr6"' EXPOSURE G � 2Yz15T. LIFT ESM ,. �':.-;GWN 57R ET5 ► 26 Irl I7 35 38 4 _ (FINISHCDi �11 Iy2 IN I YEAR L4 THICK CONC. 0 + 40 31 PC k 8 1 17 ' _... __.. - _. -. WALK ,ti - 0-LEVEL COUR S 0 + 39 . � � PCR 0_ q_ 31 PCP 0 . 39 69 PCK I 6" THRU D/W ID G C U R 6 -,a' IVZ - 0 BA5E ROCK T.C.5y6 �s Q- TT- I-•__ i Tc 3163. 341 x' %f 'C ' I6 481 I 5 W. 79 TH AVE-/s I►v�t:T v i' 7 TYPICAL 5ECTION No 5CAL.-E i 1D � 7P ' INLET D �I 79;H 2*62.70 - I 3 " 50• ,7PCk �` 7 A' 4 + 24 37 �ck 6 a o5 c R= yZ b + I_O�pCR 5 45. 8 - 7 + 89. 38 T.C.• 55.91 2- INTER. DURHAM Rp 2t UB0 '1 :-_--T---I.>`. 159.00. LI `� - /T.C_ I56 . ____ .__1___ 161.00 I (C:` 3� T,C.- 162.96 2 : 1 TAPER TG T.C & 156.30 3 2 I 2 T 2 ' ! TAPER / d' 10"c 7_12 0 / 2 � cP U I _ MA CI-I Eh15T. PVMT. TO MATCH ,� 1pC.P 2 ExIST. rVMT. r I 125.00 �Z - .- ----.-- 12 _ 5 c 1° '+6' 403 2 56.68' - 1 45. 00" 1 7. 93' --/' \ 0 - IG_MN 14 5z6 ,68�.....- r, 6 IN __. 0 + 2 5 M_H yV -- -- - - -- - - L E T _ B I.E. 150 . 777 OUT S• 79TH AVE I.t•` IbO.00 _.lE. -...1.51.31OUT .. \ LE,. 150. 97 IN �� PAVING EDGE: IYL -'�-_ I•E.-- 15 1. 5 I IN - µ 2 5 ------- - -- 251 5 5.87 0 +00 WAYtftLy ST• , 7189. 38 j ( 3 + 97 70 79 TM ( = 6 + 44 . 313 T•C. - 167. 1+._ RETURN � ' 2+ 840.,vy 3GNG''1 ZP ° 0400 30NO )T TC.= 161. 88 G1vL C.URta I• T. C. ► 5i� . 57 � TC. 15G • 11 RETURN © 1►►1Pr�GVEMEr, � .� . 5' ` �y,,_ � � 6-, F 2E• ,�/w I. T.C.= 163. �i�' j',.LL '8"A.(_. 5 GRADED 2 T. C. • '`� SLOPE PER UTIL tT y I >h•25 •ik 'I' 2. TC. 162 . 18 I 6 EXP_>5L.PE 6CFJwN �1Vt i�T. LIFT 3. T. C. = 155. 98 - a _._ - 3 T.C. 16 ! 39 c'IN!,HEP) Ivi IN I YR CITY 5 C i ESMT. URN 8 I -4I 7-y ��1 I. T.T 156 . 55 LOW P T. INLET 00 V.C. [RETURN Q 1� C :-:.-.__ �-- T N K U tV c., I T.0 162 . 73 LOW PT. INLET WALK , STD IG' CURB 2 ?.C. = 156 . 57 2• T.C_ = 1 6 2 . 87 G,. THRU IP/W i 3- TC 156 • cN '- 4'�O x P. V. I. 162 51 3 . T.C. = 16 3 ► I i `� maylYz.- Q LEVEL c:0URS6 I Q * P. U. v.r- : 162-81 S.:w. BOND CT`J8• WA V E R BASE YOGI z ' TYPICAL 1EC, T10N O+G�') ► + OD 2+00 NJ 5 A 3 . Da ,� �► 4.100 5 tpU 3 16 - a C LE r- • 17 150 - �-- _ _ _ • ; I { fi� _ _ . _ __._. _ ----. . _ . __ -- .. -- ._ 7 16© w . na 100 V. C. P , 1 ° t _ 1 175 _ T _ Vt � I "- _ - __ s_fl:-fl 2$ --- I -- --- _ - - -- _ -- _- - - - -:�Qv Ip - - _ . ._ - __ _ - W _ ... c; P 0. V. 170:20 I : O.� ,gni - - _ _- - - - { ; - - _- -- - --- -- _ 156 -.42 Olu T- u I t- - , - I Y1 4._ 3 �. __- _ I.E. ►5 I . 3.141JT - -- ____ _._.-_-_ -_.__..._ _..___. __ -- z•._-- _-..__ _.._. - ____. -_. _._ _ --�-- -pbt-- ,_ _ --- -_ ... t`I ,� ___ -. )to rn I 1 __ _.. _ ... - 7 IE-- 150- 77 OU7 1 _ v:Q. 16 0 E - U 9 IN 1 I __ I . _ 55,70 _ - -. � ' - -- - - - - - _- .. - E_ - - ; _ o I - , ` V t• ' - - - -_ o __ � • _.._.. L) ti0 ,j 1- b _ _ _ 4 _ - z N u1 _--- - _ - -- - -- _ 01 _-_.. - - + tiJ u_ _ { - - _ _._ _._.- r) i a _ . . _ Op ? U - F - __ _ _ y a F� + r % t - ' 5 k _ ..� .. ' - -- z - -- _ { ; 1 S . _ 7 T H ---- _ S A R Y A Y E 45 uj 24 vo 5 + 00 6 + 00 7 + 00 g* p0 o + oc 1 + cam 2 * OC,;; 3 , C�_, 4000 5 •oa ` oU _-._ REFERENCE INFORMATION AND NOTES: DESIGN SE. E. 5HT. Z FOFK GE NEH,AL NOTE5 . F� W AV ER LY CONSTRUCTION CO. SCALE ®r J. R BOND PARKNO. 21 '= o HCI?T VERTICAL f>ATL� M CITY OF TIGARD ( U. .5. C'. 5. GOVT APPROVAL �- �n •4:. �, IOIS `J' S. �� vE1�THORIZ0TAL DATV1•1 - PLAT CSF BOND PARD N0 . z , C�� ;; \ TRACED W. RIVERWOOD LANEJOB NO. ACT Tfj R�VIS N H . TIGARD, OREGON 97223 STREET a STORM SEWER SHEET ' ___ f.•. p CHECKED Harris - McMonagle Associates ' REV, s DESCRIPTION SUB, APPR. DATE �` ENGINEERS- SURVEYORS PLAN Q OFFER TO TRACING FOR LATEST REVISION DATE 8905 S. W. COMMERCIAL STREET I- L A N a PROFILE BOND PAR' :,' NO - ` 4 TIGARD, OREGON 97223 OF 3 �> O r. I i � I �, I � ' � � , "•y-•i-cpyr . - ,w'`.`w.� pr�!::'."or" N.F+ow•..;s. av,p,w,ai•._�mMim••' '^.1.x4••S„r+n• AM.w...` ...,.::p. - � .»...,yNiwt.•�.•�'!C•�^""„PY"_ ,,.p,,T " ;w. , ' ,i. •._t^' ,.'^-`• _ -I.____ ... '• *EP._T.rwY.MYs.__T*w►1l.IMe.M_wnww .. W • t , tIIII�i^ tI11IIfI111IIIII � � IIIIII II1 � IIIIIIIIIIIJIIIIIIIIII IIII � III � II1IIIt �-tl __ _ - 1 � ' t ( � 1 I ( ��► � 1 �,;f. 1 1 i 1 1 11 r I 1 t• I� .I ( i •F 1 1 1 r I �I 11 I I I I I I r r 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I I III I I 1 I t 1 1 I 11 ! 1 I 11 ► 11 111 .. NOTE: IF THIS MICROFILMED �'""'� - 1 - --? - .--- `� 4 5 6 7 8 9 10 11 12 _ DRAWING IS LESS CLEAR THAN THIS NOTIC4i-"1T IS DUE TO Of. QI.JALITY OF THE ORIGINAL '•'DRAW ING. - - ---- ' OE 6Z BZ LZ silt SZ t-Z EZ ZZ I? OZ 61 91 L I 91 SI 41 E I Z I 11 01 6 9 1 9 S r E 2 1 somas" • - ��t11�1uI1u11w11uHluiilnHlmllm�ltulu1111n�I1H1I11NINHIuMkml�Hlu�dHI11�Iffh�ttlrtnlu1t111�11nnIInllln�tnt�Ittt+It�Iwlllal�trrt'Titntlttttlt:uEtlttlttu�lttlNut��dtllll�liYnllulluHl�wluu�nuhuulult�wt;lull�uullw�uUl111►JUNE 24 1992 A j ® C ® E G ` p P II I I i RO sr vC �D�V � PA ►� � No. 3 NORTH MW MH 3 + 28. )0 I.E. 1153. 07 OUT 1 I STUB OUTS LE 153. 21 IN • ' � ._oL)TH & WE • TOP--r 16 1 4t - 3400 I I. ALL WORK SHALL BE DONE iN CONFORMANCE WITH THE PLAN$, 30 LIt 24' 31 4Z �`, S' �� 3 5NECIFICATIONS ANO CITY 5TANCARD5. L'3 2. ALL 5ANITARY SEWER 5ERVICES 5HALL ESE 6 - INCH , MINIMUM I _ 5LOPE PER =t.)016 % ( 3/I6 SERVICES SHALL EXT-C-ND PAc r IH 2 74 PPOPE R T1' LINE BY AT LEA 5T ONE LENGTH OF PIPE- , N * 2 9 2 4 45 32 41 I.E.; 16 2 . 25 1 x.'38 L= 20' 2. 3 7 z 70 ° 169 . 0 ( 1) L- 34 j L i 23' 41} 3• Developer is responsible for having all sanitary sewer wain line tied. Also, he must have a reel to reel I hour video tape and a written report on the p sanitary sewer line presented to the Engineering Department prior to final 28 I + I 1 + 96 40 N 45 acceptance. 1 La 37 L : ZO' . es +'!E i` 23' 4, The Developer is responsible for installing and locating all mail box clusters. L = 34' 5. Sewer laterals are to be marked either on the curb or a permanent stake at the .33 end of each lateral. Q n I SV �• r,; 6- The Developer shall see that there is an inspector on site an time that any underground work is being done, y 9 (This can be his engineers inspector as Q � 7 I + 43 z c' L= 24' 34 39 J ui 1 + 4Z 46 I Ion as the = 35 I ' 38 v L 3� 2. 9 engineer will verify in writing that the work was done to approved i L , 31+' standards.) > �_.____ 7• All catch basins shall have a catch installed. Z q 8• S.W. 79th Avenue shall be improved beyond the using the City's interim standard, protect to S.W. Durham Road r� U) j 26 0=+9t� � �± �6• 35 3 8 O � gB 3 0 * 92 47 I L 30 L = 35, L : 23' 9• Need a Street Opening Permit. 25 �-30' j r�•u2 36 37 0+44 L*25' 48 L-- 30' I L -- 35' C% 57 B�� C SP 118 - 71' B��CSP '" L.= 140.00 8'•C.S. h, - 2 W. 7 9 T H A V E 5 - . 0 2 z 9 = 2w EXISTING I+ '+5 CONNECT MH Z - 71 1+ r L. ' MH 0 + 00 70 EX15r. 8 "CSP = 0 + 00 WAVERLI( 57' PLUG END OF LIFE I.E.= 14 7 E 7 OuT I,E _ '55 . 20 our I.E. : 14 7. e 2 IN � I•E : 155 . 40 IN I•E, = 158 ` TOP 161 . 80(.) ti• lJ" 4 � I 3 -- __.. _ - -- _ f _._ ____ _ _ _ ---_. u ,Q _.. - UJ _. rV ,. = __—. ._.... ---- _. _ _- O J f _ _ _ .._. —(� 1`1 Li {�. . - �- -- 1 _ 4f . u i Q f _ (6 _- _ .__ _ _. aoi ( o GR DE :EXI 1 - 1 _. - _ _.... _.- N a._ Ti LD 1 - -- - - { i - -. _._ _._..... U 1 ' cJ F I G R DE _ i _ - _- - - -- --- _._.._ __ _ ___ -- - -. - f- _ -- - - ___ - -- � o _ t _ 16.�- - _ 50I 1. l . 8 . 0 v - - — --- --+----- — —_ - —__ _ — - -- i 55 _ - _ -- 1. - I .00 . 2, �k _._ 4 I _ + __ --- ----- - - - _- -- - --- _ r - - - _ - - -- - --- _ - I ..- �}. 1. G 2, f E 1( 15 T. 8 C 5 P _ .._._ 150-1 _ — __ _ s _ •� _ c� _ ON i ux �f O� _-_• . _ _ _ . .__._._._ __ �_- _-__. Pq r�1 � i _.._. ...__ __.__t.__ ltd 3J� � Y _ —_ -- _ - - i t 4 W r R _.. _.-. M. _. _. L , I T w -_- _. 5. W. R 'WA .A�( E Y _ o - - - 0+ 0o I +oo 2 + — —_----- _ -�- + GC 4 G0 O � pO I * UO 2 -+ 00 3 + 00 u { REFERENCE INFORMATION AND NOTES: r DESIGN �/ A V E R LY CONSTRUCTION C 0. PARK � SI.P�Es RIZ VEr� TIr_AL DATUM - CITY GF T1GA ►Rp ( U . -�. � � . ; •"�kOPliclf� J. f� H � O � C♦ NO. 2 yEJzT.HOF' 12UNTAL. DATUM - PLAT UF BorvD PARK r� J , GOVT'. APf''ROVRI.. PENDING �� `F�" �, ��,`, TRACED 10185 S. W. RIVERWOOD L.. ANEJOB NO. 5- SUBACT TO REVI&Q4 w . H. T IGARD, OREGON 97223 SANITARY SEWER S Harris - McMonagle Associates SHEEF 2 CHECKED REV. DESCRIPTION SUB. APPR. DATE ; cry ,fir, w �. . Mc. LAN � PROFILE - — •9' Jp , �� ENGINEERS - SURVEYORS REFER TO TRACING FOR LATEST REVISION ��".�' . �•_t{P DATE 8905 S.W. COMMERCIAL STREET I ' 2 0 -$4 TIGARD, OREGON 97223 OF .3 ,:,i-1 rri---, .. .._....... f .. �" -� - Y- ---•• ,....n...... ...w �"!r"T`...y..rcN+.,/w1�4ir- . lt� it 1111 11 111111 11 11 EI( 1 I+~ !1 i'(I 111 I 0 1 I 1 1 r . > ._ ,� «,..«c � _ ;_rr ... r(r1 ; r I I I 1 I 1 I I i 1 1 11111 I Ilr 1111 111 111 111 111 111 111 111 111 111 111 r11 111 111 111 111 111 111 " t 2 i I I I � ! II � ! I - �r.wrirrr. 1 0._..__.�..__....... --- - 4- 5 6 7 8 8 10 11 12 1 NOTE: IF THIS MICROFILMED ----- _ DRAWING IS LESS CLEAR THAN --""` THIS NOTICrr-TT IS DUE TO QUALITY OF THE ORIGINAL _ RAwING, OE 6z BZ LZ 9? 92 1 z EZ ZZ la 01 dl 81 LI 91 91 bl EI 21 11 01 • • 1 9 '- I I ( � ( tt�M 1 �I1�Itff1ft11I11! �'�/ dl11t11111111 IIIIII111 1111111111111111 IIIIIIIIItlitlllll IINIIINI�IaIa MINI/ NIIIIIII tiNi111111�pft�aN�1�IH+{rnl�Flfr�ifflHltl�ttt11111tItI11) IINIIIn1IluII1111II111I1W�11,♦IIll�11L1IW11�ll11111I1U1�1WI1111 �,.. JUNE 24 x. 9 92 i W BOND PARK�2 � w PORBURN PLAtL 06 • � Nl > 3 3 � IITM � IIS h Ib 13 I� STREET I MPROVEMENTS S. W. DURHAM RD. VICINITY MAP SCALE 1" -600' S NIT RY SEWER INDEX TI TLE SHT. NO. TITLE SHEET STREET & STORM SEWER , PLAN I OF 3 3 PROFILE SANITARY SEWER, PLAN & PROFILE 2 OF 3 WATERWORKS PLAN 3 OF 3 I _;yll W J v \ 48 47 46 4.5 44 43 OWNER -. ..7 S. WAYERLY WAY WA VERLY CONSTRUT ION CO. ! 0185 S. W. RIVERW00 � W D LANE _ 42 41 40 39 38 37 a TIGARD, OREGON 9722 j, I I 't J� x 17) 31 32 33 34 35 36 a D•E•Q• COPY U J•A' ---- -- '7— -- I I ENGINEER - SUR I S SURVEYORS _ s. W. eoNO ST.— HARRIS - McMONAGLE ASSOCIATES INC. —r— --�—� •. �_ I I 1 S. W. BOND ST. ENDORSED SPACE-S MUST BE. END � •7!,� I 7A r r --T--� ALL t �• I I , PRIOR TO AF'i='f?OVAL OF THF-S[- PLANS I 905 S. W. COMMERCIAL STREET 30 29 28 27 26 ?5 TIGARD, OREGON 97223 PUBLIC WORKS DEPT. BY- - _ DATE I I � - PLANNING DEPT. Ely_._- ---. - DATE_ I --- _ ^LtI I II BUILDING Df PT. BY. -.- DAT!"_ APPROVE.. . - - -+- -- COUNTY HEALTH 074PT. Y_ DAz C .- ___ PLAN f I9 CITY ADMII•IIST'RATOPP BY__-.-- - -- DATE_.. SCALE 1" 100' UNIFI :LD2`=1F-�WrdR�Z9A C TIGARD WATER DIST. BY- -. DATE Z-1FIY . -' GENERAL TELEPH7NE BY. __r �_- •------ DA`r-- �i U S A BY - _ DATE N. W. NATURAL GAS DATE-_-._- r P. G. E. DATE__ T. R. F. D. DATE BOND PARK NO.2 EIClP.11 POFI:]: No 1 Cif1"::. 40 .�1 I(l l l�'111111111 111111►,�11111�111 I'(11 I I t 111'! 11 t�� .I� t l l l '�1111111�11�111 11111) NOTE: IF THIS MICROFILMED +- 2 3 4 CJ 6 7 8 9 IQ 11 12 - DRAWING IS LESS CLEAR THAN A THIS NOT ICS-S"IT IS DILE TO ,,? QUALITY OF THE ORIGINAL s .low '" QRAWING. -- ------ --- OE 62 92 tz 9z SZ I►z Ez Zz Iz oz 61 81 LI 91 sl 1►; E1 z1 111 o11 -g1 9 [ 9 s .rr I 1E.-- c' I"�"" ��lllllUlnnlln111u111n111y111nI1u1�111111IIIIIt111n111u1b1a1u111u11�1u1n111►IIIIUIINII111Ht11111111�111111l111111tt1�1u1�11U{Ii�IN11111I1UiH11t�Ut11fi111N11�I11rIiNI�111t1iNd�g111Yi�M11I1u111u111U11U111nUIIW�W11W1111�1111111!l�1U�11111111�11H JUNE 24 1992 ..., ',.• . --... +....w+....._—• . ..�1�-- .�r.— lumm ow ��_ *„•-_ — a' -�►—+sir a: _. . as_. '... _ ._.. 1,91 , rx I� 14` A B C D E F G NORTH _ I CURVE DATA PROP015E1) f3b �V I PAR NO. 3 N LODE DELTA RADIUS LENGTH CHORD CH . BEARING I I CENTER LINA:. _ __-- _....._ _ _- 18 5437" z77. S'+ " 91. 70 91. 29 N- 79o15� 13 W f'V.F r*,A, s f1Mn/`ANLO I I `I TNSl77L L sJ'.oivoi9�0 + ---- o 1 sTRLs T �A " I sr�tr r .4,0& � 7.5`1. I 1 3 + 37. 50 ---...12, 2 cc p - �0, 2 0.3' 4't 277. 94 10.00 /0. 00 N- 70 49 4i_ W T C.=161.3 S 3+22 6__Z - t 3 + 40.05 1 TC.= 161.51 171 G6 TC.=I 2 . - I J__ _ „� 22 14'04' 2 5 U. 0 9 7 7`4' 97. 2 N 7 30 2, W j + µ �2 GRADED 5's/w 4ro 6`M �y2I5T LIFT CURB LrNE 3 , 22.84 WE5T BNORY �)' 3±x_70 j , ILITV 6 Expos URE IIyZ IN YR. 3C7_._ti1N G" 3 I 42 WEST 8NDR1 E MT. 1 HA Ic11 E^1 > 1. PVhlT. 90"28'35"35 20 00 31, 53' 28. µ0 N -430,2 8 /Lf" W NOTE I E 156.42 o T , :1 +22 .64 P R.c l ��INI��I�D) _ �B� X39 31 5,. 2�. 3 2t�. 1 I �2 00 1. 25 7 5 40'31'A*(.- W I.E.- 15 6.G 2 - - .- T 7. C.= I 28 .' VERTICAL h � � IV M L N 1 �C�R 5. W, � � ; H - 16 ----- _____ _. STD •16" CURB �" -' --- 90'28'35" 2O.0G' , 31' 5 '' 2R.V0• N - 43 2P /4 ' VY AVE . 15 FROM IMPVT. PLAN FOR BOND � ID 4'" THICK CONE wALK ( 3' 3/y'_� I.LyLL CGJFSE ° � a PARD TO 5TA 6 t 50 BONID FARK N0. 2 . 6 "'THRU [)IW - 3' , /4'-0 BASE RCOU 89 3125 20•C'C, 31. 25 28. 17 5 �� I �� • W I � - 34 .96 P� STREET 5TA T IONING EQUATION ZS 3 pop` I 3Z 4 I TC,, 168,20 W. 79TH AVE . r.c ►59. 1 44 TYPICAL SE'' C "T- ION NJ �LA1 E � a + 62 . Zo ao ►vn PARK No. � _ 1 2 + 00 BOND PARK , --- I 17' 'h ' 8' 17' 17" --- _ 2 , 62 . 70 5 46. 61 ► WHEEL CHAIR RAMP LOCATIUNw l Q � 28 �8' 33 40 45 _ COMaINAT1ON STOP & STREET LO ! c NAME SIGN n DEAD END 5TREET SIGN 0- I ? 5' 2 7 z N. w -- 3 OVERLAY OF S. W. 79TH AVE FROM o " m - � � 3 � D 46 0 '* OU TO 2 + � 2 . 70 l-O MEET CITY CLQ I^' � < N 5'5/w z,6•. - w - � GRADED V) INTERIM STREET STf�S T'O BE D':�NE y } _ N UTILITY u ! " r L g' A WITH FINAL PAVING OF OTHER 3 - � - - I . -- - E MT• 6., EXP05URE C CROwN ( z-yil5T. LIFT I /"' I I ( ! FINI5HED1 ►y�Z IN I YEAR 5TRGET6 Zoo Z _ - 1 �4�T.N IC K CU NC ` '� - I �..---- WALK 2 4 - O LEVEL C01wR5,, -C ------ -------- __ ___ - 5 T D. 16"CURB �_ I O + u'D • 31PCR 8 1 ! 7, 0 + 39 .63 PCk Of D 3 PCI_' , 6' THRU D/W 8 1 /2 _- 0 BASE ROCK 1.56-75 --1--_ - i 0 3 9 6 9 Pc I� Z5a- / -T 6. 75 ! TCL 163. 34 ' 7TC:= 163. 1 5, W. 79 TH AVE . ._ v 36 ' 37 17 � � _ 4.8 TYPI � AL SECTION No scAL.E 0+ 00 73T11 � , 3,�5U• 37 PCR_ �•� -t 'N CT T 5 -+ 45- 81 -- 7 * 59. 38 9 2 '70 - - N _� �+ * 2 4 ' 31 PGR I 6 'A- o Sic R R% a 6 + I.0 5 PC R 'T.C,= 155.91 1 T TC.= 15( 69 �- 3 -� 2- INTtR, J!JR HAM R D = 2 t008oN 'I �--- I E= 1513.00 - -- IG I•DO L C:, (jjl T.C.= 162.96 2 : 1 TAPER TG - rC.=156.30 '0 13 2 -. I � I , _. _ �._ g I TAPER - -�. - 10 C. 212 0 ii . ccp 32 I o I `�IATCFI EX15T. PVMT. 2 TO MATCH -"--► ' o r "C Pr I 70'l1N _ - 145, EXIST. �VMT. I I _ 12 .00 >z X12 �T E 11. 0 S ( /` µC 03 "- W 256 6$� GV,' -'' " 526-68' 6 INLET � t P' t 0 * 25 MH B_I_ ��.E. I?5OH77 0uT S. VV 79Th-AVE - . _ _ -- ` 7160-OD - -- - -1- �- 1 P I.Ey_ I51- 310UT � I,E•= 150. 97 IN �� PAVING EDGE 25' 25' ,L 5' --T--- I,E.- 151. 51 IN i 5+ 45.81 Of00 WAVERLY 5T• 7 + 89. 38 - - ' 3 + F3 7. 70 79TH 6 + 4+1} • 38 TC.: 167. 4z RETURN (A) i 2t84.�W 3oNO'1/� rp ! `\ 0 ; 00 L3UlvD JT ( Ft I T .= 161. 38 - - EhG CURE 33• STkLE .f -- -- - RETURN IMPROVEMENTS • _ 'w 2 6' 6" - -+- I. T. C. : 15h 57 T.C. ► 5 G 11 _ ---'- . u 2'6" 5' s/W I. T•C. - IG3. OU - 3„CL IS"A. 2. T. C. 15 6.25 ' .•, ;• '� '1" T 2. T.C. = 16 Z, 18 `-� GRADED 6" ExP4SuRE h'CROwN IVi 15T. LIFT SLOPE PER UT1LITY 3. T. C. = 15 5. 98 I � __ 3 • T.C. = 16 1 . 39 FINISHED) 11yz IN I YR I CITY 5T0 ESM T. RETURN 0 I I i� ETURN 0 I, TC 156 55 L �'vv P �. INLE ' 100 V:C. � 4"T0ICK GONC. - I T.0 = 162. 73 Low PT. SNL=T , WALK - -- 6 THRU G/W STD IG"'GVRg l- 2" 9Yy - C L EVE L COUR::6 2 'T.C. - 156 '57 -- 1 T.C. - 16 2 . e7 l 0 3. TC. 156 • b4� �- 4tOG 8" 1Y2 - 0 BASE ROCK Z R V. I. C 162 s/ 3 . T.C. = 16 3 • 11 5. W. BOND CT & WA VE RLY WAY �� . PU. v.0 � IGz 81 ZI _ TYPICAL RECTION 0+ 0D _ I I + OG 2t00 3 ;00 3' `� +po 5 too 00 K►0 5CA L E 3 1 - f i a { - t o - _ _ _ _ __-__ _ _ � . � I pm- 9.x50 _ iz _ ... - - - _ _ •_�._'__ -__ ...__ - _ P..0�:V. 170•;20 _-_- Tom-_ _ __... - .. _ _ ..- ---- _ - _ _ NJ of _ -.�• -- _._ - - _ 1$0 �# - 3 »._ - - __ -- 15 - `_-- 7t _ __.. __ __ __... _ --_ - IV1 w1.65. _ : _-_ _. - - - I - __ -------. .. _. rnn - - _ _. TO '-Y _ -- _ - _ . - _.. 7 101, _._. - - rh 70 A _ _ - `- cn - - 4 - __ -- _ y _... . y - ___ • •• •-_ _ r •-rte ... t 77.. Y-._.._rrn _. $ .__ ._ .._... ._..___.._ -__..... ___ f ' : + _ _ 7 T _ I A ER Y A - - - _ ( I I v + + �l 0 L + �j�j + U Q + 4 00 5foo h + 0o '7 + x.10 , o `�� _ I + oo 8 CU 2 * OC, 3 * Uc� 4 + Oc: 5 •UU c•; + OU REFERENCE INFORMATION AND NOTES: +,.� ---� DESIGN W A V E R L Y C CONSTRUCTION S T R U C T I 0 N CO. CALE SEE SHT. 2 FGR. C, NEI?nL NOTES . 17 1 !: ', 11 J. R H BOND PANO. 2 ,". 501�4RIY VERTICAL DATUM ( ITY OF TIGAKD ( U- 5. G. 5. ) TRACED 101$5 S. W. RIVERWOOD LANE � VCR T- HORIZOTAL DA PLAT OF �A ' JOB NO. S_ BOND PARK N � . i , r' N . H . TIGARD, OREGON 97223 n N CHECKED Harris - McMonagle AssociatesSTREET a STORM SEWER SHEET � REV, DESCRIPTION SUB. APPR. DATE '.�� i Iv, • / . W. L• • ML z ' ENGINEERS- SURVEYORS PLAN � PROFILE E �, DATE 8905 S. W. COMMERCIAL STREET BCINT) F'AF'k:: NU 2 REFER TO TRACING FOR LATEST REVISION - - -~` I -2o- 84 TIvARD, OREGO'�! 97223 of 9 OF I.� ! I � � ...,... ♦•71ltMPML��v,rti.'9 JAr n�JjM,va `P•.'�. I . , ! . �• ..t --• ..._.._Z_. ._ 7YMVw+r n+qrYl, •n 'b ",/ , . yMn"°pM+!!,w"":T1= T."6i'a'q"rws..c ` III IrIIlIF1IFIII11��111 FIr�Flrlll�lr+ II I�IIIIIIIIrIIII'�I fll�l�l�l�(IIItIIfI11 �IIIIll Iiipli 1111IriII111I1111IIIIIIIJ111111111111111 Ill I111 j III TIII'III�IIIIIIIIIIIIIFIIIFJill NOTE: IF THIS MICROFILMED ( 2 4 5 6 7 B 9 10 11 12 DRAWING IS LESS CLEAR THAN --' '' THIS NOTICA-r'"IT IS DUE TO QUALITY OF TFC ORIGINAL DRAWING. ' of 6z 9Z a 9z S;z rrZ F,z zz Iz 0z 61 91 LI 91 CiI bl EI 71 11 01 6 9 L 9 S r E z 1'•='" • ��lr�><nllnu�ullluu�uulm,�nulnl�ruluulnt+Inu�lu,lu„I„uln,e�,Ilra�l�alrhlrr�r�-Im111rIr111�1�nrrllullurrlrrll�Hrri�lurllallrltthmlrrrllutt�rn>i�mr�rrNllrrrlt�t1,u111111II1r11ur1I11UIllll�IW�1l1�IWLlll�lllllllr1l11lIIIrt1>�III�IIIr JUNE 24 1992 "' +' -- •ter...,....- ._. . •�-. __.._ .,.--..•.r.- •- -•�--Ts �_..., ,..rab+.ctid +; " .. A 9 I C G E � IMaG PRCF11) 15E0 130. D PAPS N0, 3 ( NORTH M1� 3 . 2 �o 1,E 153 . 07 0uT ' 5TU6 OUTS I,E s 153 , 27 IN I 5ourH & WE57 TOP 16 14 `4 3 •+ Oo e; ( - I. ALL, WORK SHALL BE DONE IN CONF0RMfNNC. E WITH THE PLANS, ( � U Lz,~ �5 _ L • 2v' I 4Z �s + '35 4' 3 SPECIFICATIONS ANp CITY STANDARDS. Z. ALL SANITARY SEWER SERVICES SHALL BE 6 - INCN • MINIMUM I 5LOPE 0. 016 % ( 3/16" PER rT.) SERVICES SHALL EXPEND PAST I PROPE R 7 )' LINE BY AT L F- A 5T ONt_ H 9 i 2 ' 45 ' 4 Lr'. NGrI-I Q� pIPG . 3 2 41 %>:. : • 98 L= 20' 2y37 I Top /69 0 '1) V(• L 38' L- 31# 2 ♦4� �? L a 23' 4 4 j LA 3. Developer is responsible for having all Sanitary Sewer main line tied. Also, 26 +I + 94 I 96 40 1 - 93 L+5 1 he must have a reel to reel } hour video tape and a written report on the L , - L : 20 I + 88 �- 3 7 L __ 34 ' ?3 sanitary sewer line presented to the Engineering Department prior to final acceptance. 0 110LO � CC 4. The Developer is responsible for installing and locating all mail box clusters. 3 � � 6 5. Sewer laterals are to be marked either on the curb or a permanent stake at the 4 L= Z4' 3 4 3 9 J vi: 33 + 9 I 4 2 4end of each lateral. L_ Ll L � 34 (Z L = 23 6. The Developer shall see that there is an inspector on site any time that any underground work is being done. (This can be his engineers inspector as O I long as the engineer will verify in writing that the work was done to approved 1 standards.) n i Z 6 U*92 0 +96 L- ?6' 5 38 0 88 L 35 3 1- 0 i 92 47 7. All catch basins shall have a catch installed. L- 30' , ' L = 23 _ - - 8. S.W. 79th Avenue shall be improved beyond the project to S.W. Durham Road using the City's interim standard. J J 9. Need a Street Opening Permit. p,- y 7 r 0-050 _ 5 L - 30' I 10 .42 3�o I 37 0.44 1 L • 23' L- 30' L - 35' I 2 - __------ - n? EX 5T S CSP 118 71' 8..C5P "' L 14 0. 00 8 "C,5. 1=, - —- 2 W. 7 9TH AVE 5 - . 0 2 2 9 520- 0280 - T l EXISTING I MH 2 . 63 . 71 I i+ 45 CONNECT -PDO NAVEkLY 5T ` - 1 I.E.:H = 0 L p�,T TO EX151: 8' GSP i I,E = 155 - 20 our PLUG END OF LINE 07 67IE - 158 . 40 I.E. - 147. $ 2 IN (1` I I.E 155 , 40 IN TOP 161 . 80(:) Z i 3 T. _.. —_ __ �. — -- — - j' 3 i a -._.. i + w t _ 1 - 141Y- - 170' r ; f i t _ - l.i Li - Y - I OX Is a Gt a --- ; . kt s GR/ DE i - 16 0 '� o -- ►- PI. LG END L ITE - -t ~ f - ._. . --- ----._ �— __ _ -_-- - -- 5. • i _.__. _ _ -_ 1 - - 5T UB L L - -- - _._ ---- O & f_ 5 J. _ T , p S H W • a z — - - 01 I y� - - ---- - 7 I 145 4J t • 'y __._ _._ ... _ ..- -�--- - --- Ld ur -T� TR _ - - -- _. _ _ - _ 1 , f ' + G`� 2100 3tOp 4+00 0 + 00 I + UO 240 -� iCL 41OC 0 + 00 I + 00 z 00 3 + OG REFERENCE INFORMATION AND NOTES: 51 n— DESIGN W AV E R LY CONSTRUCT ION CO `•. 54ALE VEI' riCAL DAVM - CiT7 (�F T GAKJ ( U 5, G 5 . j . .. , ,� {r,�; �J. (� H I - 50 HOR1Z �+�► BOND PARK N002 HON IZGNTAL rJA �- UM - F'L A T vF Bnc � PAF� ►1 �� L� . i V A�'P�, yQI �!�� 'r,F c�,.,\`rl� TRACED 1018 5 S. W. RI �/ERWOOD LANEaoa NO. 5-- SUB CI TO REVIM " A 11 H TIGARD, OREGON 97223 SANITARY TARY SEWER s CHECKED H a r r i s M SHEET _ w W . Harris - McMonagle Associates PLAN a PROFILE � REV. _ DESCRIPTION _,Ue. ( APPR. DATE � ted. ' ENGINEERS SURVEYORS REF LR TO TRACING FOR LATEST REVISION �� '� ` DA 5 ON BOND �,��,1., racl � � '• TE 8905 S.W. COMMERCIAL STREET OF j I 1 - 20-64 TIGARD, OREGON 97223 3 „ OF i ' _ .. . ..,,,_. ...,..«.,... .. �. -.tom"'y,u ,ex.:wrr.w- :•yV,u.••.•.wyr�,y..,,..,.y 1 r ( I 11111 ! 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 y I I I 1 ( I I I I I I I I I 1 1 1 1 1 1 111111 111 11 1 1 1 1 1 1111 !11111111111111 �•. _._ . . - - ,. .-...,.+uMw�c-.;. _ t. NOTE: IF THIS MICROFILMED "- I — 2- -- -- - -- 3_ _ 4 5 6 7 0 9 _ It7 I I 12 l DRAWING IS LESS CLEAR THAN THIS NOT ICfi-r--IT IS DUE TO � QUALITY OF THE ORIGINAL -"'DRAWING. -- -- — -- --- — -- ----- --- oE Sz 92 Lz 9z Sz fp2 Gz 22 13 08 61 91 LI of i1 til El 21 11 01 6 9 L 9 S b E z ,►111!1(I(I I I 1161111 uu l u n 111HI�UIlu1�111111t111tilrlt111Iu111u11111NIm1artf II111tIt111�rrtIIM�INtllillh)�llilltll Hr�tM�Nr�IrIr11rN�Nt>]IIIII11NIiI111jISluuln 1 1 1 1u11111111111111111�1IIWIl11�i111111!!Illli�llt111I111�N111N 00 24 300-.- JUNE 1992 `7,^_"..-s^•�•„wsr--------- _ mow^-•--'--- _•— *•-- - . ..-.,... . ,,,�,..�„ 9-._ L_ ,._.-...+..tet• ' - I' 13OND PARK NO, 2 ,y 1 I AXLE W/GEAR TOP 5 0. 40 ' - 0 - 'Z PK . Fp. A REPEAT OF LOTS 5 & 12 DURHAM ' E - a• jµ� _ E - 0 . �6 �- s - o . 20 ,ACRES _ 5 88' 42 32 - E 330 15 E 0 06 IN W. 1 / 4 "' .. 50.00 ' 50. 00' U r SECTION 12vSO c 5 0. 00 zo IWI w 50 00 50. 1 �o�r i 1 5 , CITY OF TIGARD , WASHINGTON � w ,� w wR F. W/ WELLS CAP �d S . W. COR . L0r14 , te ' 4. 8o ,O co 0 D URHAM AC . � " o NS - o. zO ' N o o , 6ASIS OFBEARING : SOUTH LINE SECTION12 C. S . E 44 43Ls 47 4NSCALE : 1 " 50 0 . 071 p N O DATE : FEBRUARY6 , Q\1984 � _ o 53. 80 ' R'' LEGEND � = 44•. z8 50. 00 50, 00, ti 50. 00r 39. 24 - • DENOTES POINT FOUND AS 0 , 25p - �I �- ► NOTE D . SURVEYOR ' S CERTIFICATE . �. 40N ' 88° 42 ' 32 "- W 234 . 9Co _ O DENOTES POINT SET 5�8 x 3Q 11 ILL I AM + MC MONAGLE , FIRST BEING DULY SWORN , DEPOSE AND SAY THAT I HAVE AESCRVESrAiRA 'h� S. IN. WAVERLY WAY IRON ROD WITH RED CAP CORREC TL. Y JRVE YED AND MARKED WITH 5/8" BY 30 " IRON RODS ALL LOT COMERS , �.c� xs.�.9�' � ti 1 . 68 I/ LAJ STAMPED W. L . MC . NO. 808 CURVE JOINTS AND BOUNDARY LINE CHANGES IN DIRECTION THE LAND REPRESENTED �,/�td N/u �' �9�'8' L _ �9 ), DENOTES POINTS SET FOR IN THE ANNEXED MAP OF " BOND PARK NO 2 AND AT THE INITIAL POINT OF SAID w 47. 70 50. 00 50. 00 ' So. 00' y-299' 4. d INTERIOR CORNER MONVMENT- SURVE Y I SET A 2 " DIA . BY 36" LONG GALVANIZED IRON PIPE 6 " BELOW THE o .� W w oo ATION PER ORS 92 .J7Q SURFACE OF THE G I <3 o© v Ora � :� ; I K"�° 5/8 x 3t) IRON ROD JVITH ROUND . SAID INITIAL POINT LOCATED AS FOLLOWS r� �\ o• �, N ,� N ^ N REO CAF' s ,rAMPED W. L . IVIC . FROM A BRASS CAP MARKING THE SOUTH 1 /4 CORNER OF ,SAID SECTION 12 ; THENCE o o - r• p� NO. 808 ALONG THE SOUTH LINE OF SAI [. SECTION 12 N - 88042' 32 " - W 1326 . 16 FEET TO THE cv 42 0� � o '� 40 _ '''� 39 38 0 37 S . W. CORNER OF LOT 4 DURHAM ACRE TRACTS; THENCE ALONG THE WEST LINE OF LA �� o o o o o '''� EASEMENT NOTE : o , DURHAM ACRE TRACTS N - 010 52' 20" - E 789 . 40 FEET TO THE INITIAL POINT OF �,., z ? ALL FRONT AND REAR PROPERTY BEGINNING AT "THE N . W. CORNER OF LOT 12 DURHAM ACRE TRACTS ; THENCE PARAI._ l._ EL LINES ARE T H FOOT' O S 79 E E 0 AVE A 5.00 WITH THE SOUTH L INE OF SAID SECTION 12j5 -8842 ' 32"- E 330. 15 FEET TO THE CENTER �' ,� 2 � 22 - � - EASEMENT FOR DRAINAGE AND W N 9. 79 ' 50. 00 50.00 50. 00 52 . 21 UTILITIES . LINE OF S. W. 79TH AVE . ( C. R . 933 ) ; THENCE ALONG SAID CENTER LINE 4g 7� , S - 0 1`0 46' 02" - W 526 . 69 FEET TO THE S. E . CORNER OF LOT 5 DURHAM P, c,, RES TRACTS ; Qo o w 5- 880 ,42-' 32" - E N '� THENCE PARALLEL WITH THE SOUTH LINE OF SAID SECTION 12 N - 8 42 ' 32 W N � o o ;� w W � 331 . 12 FEET TO S . W. CORNER OF LAST SAID LOT 5 ; THENCE N - 010 52' 20"- E w °` o N °o �� ;'�;•� 526 . 70 FEET TO THE INITIAL POINT OF BEGINNING . � co z o `�' d CONTAINING 4 . 0 ACRES . v © 3 ° C 32 �i 33 " 34 " 35 3� o �.. : � � -. ��: ;•; •� I 4 _ , U ,� 0 rn � i I • I AAA /✓u � L = IB 17 ' Z o o I I f - LOT CURVE DATA z ' NO DELTA RADIUS LENGTH CHORD CH. BEARING - 3 �,ao x S2.io 9 2 5 90° 28 ' 3Y " 10 . 00' 15 . 7 9' 4 - " - - J °�' 3 9' L = `� 9. 4 �,'�o 1 . 20 S 43 28 IS" E 6 0 .. - I 5 . 00 50. Ov 50. 00 29 090 30' 12" 302 . 84' - " _ Ao' 3 y/ y3 b 1 o � �� ' 5 0. 2 3 5 0 . ! 7 S >~3 3 0 5 7' 2 5 �� E ,, ' 2 �.R ; 30 00 24 07�� 252 . 8 4' 1 . 7 7 1 . 77 S - 69 59 58 - E '' 2 77. j,�q , -41 09° 24 25 302 . 84 49 . 72 49 .67 ' S - 74° 30' 08" - E y ` - N - Se 42 ' 3 2 - W 2 31 . 14 31 0 7`0 4 2' 1 1 " 2 52 . 84' 3 3. 99' 3 3 . 9 7' N - 7 3`0 39' 00" - W s �, ;*,A ,. i g, 0 N D 5'T. oK ' �n�,.W °'I' , . 5. 60ND ST. 03'° 26 16 302 . 84 18 . 1 7 18 . 17 ' N - 7 0 - L- 1�� , 's 0;0 ti �• W, i S W 32 I 10 ' �� - I o 3 I � O 3,� W �- �9 ? � i 2 26 2. 52 . 84 49 . 46 49 . 38 N 83 06 I8 - W Z, L = _ --- 36 89° 31 ' 26 ' 10. 00' 1 5 . 6 3' 1 4 . 08' S - 4 60 31 ' 4S"- u1/ X0.23 50. 00 50. 00 50. 0C►' 4D.e5' I 37 90`0 28' 3y ' 10. 00' 15 . 79' 14 . 20' S - 430 28' 15 Ery ' � w L41lO. V /0.00 41 09'0 56' 2 0" 2 7 5 . 0 0' 4 7. 7 0' 4 7 . 64' S - 830 44' 22"- E C\ N `0 `M c w �o .N a IN o N 42 10'0 23 29 2 7 5 . 00 49 . 88 4 9 . 8 1 S - 73 34 26"- E 30 ~ �- r. o r 4 C? •N LA N 43 890 3 1 ' 26 " 10. 00' 1 5 . 63' 1 4 . 08' S - 416° 31 ' 4 -5- W 0 29 a o 2 $ 0 27 a-• o � � , 25 ° 47 1 1° 16' 3 1 " 225 . 00 44. 28' 44 . 2 1 ' N - 83'004' 16" - W o o o 1- Q o 0\ 48 13'0 4 1 ' 5 5" 2 2 5 . 0 O' 5 3 . 8 0' 5 3 . 6 7' N - 700 ,35' 03"- W �° I SHAFT Fp. CENTER LINE CURVE DATA AXLE 12" UP � I 2. 2° 2 4' 0 4" 2 5 0 . 0 0' 9 7. 4' - , ' 5 - 2 . 0 7 50.00' I 0 7 97. 1 2 N 7 7 3 J 30 W so-oLttssli�-- 2) ' go 001 50. 00 50• �p' E 0. 3 4 -�--�. 2 0 1 80 5 4' 37 " 2 7 7. 8 4' 9 1 . 7 0' 9 1 . 29' N - 7 90 15' 13" - W N - 880 42' 3 "- 331 . 2 W -- , Ax LE FO. , ® 02° S4 4" 2 7 7. 84' 1 0. 00' 10 . 00, N - 700 49' 47 W iV0.07f'W. 0,/6 '- SUBSCRIBED BRASS CAP IN � . .-.---- ----- C IBE D 8s SWORN TO BEFORE ME MON. 80Y AXLE FD. e REGISTERED 5-EC rrcN 60R. 10 UP AQ PROFESSIONAL ti � � .AND SURVEYOR THIS �� .DAY OF ��i9,�l�1�,�'/� 1984 E - 0 `� I' ti 1/4 COR . SOUTH 7 - _ LINE SEC . 12 , 12 - } BRASS CAP IN i R E . otv NOTARY PUBLIC IN AND FOR OREGON - - / -- P. F. � _ c 2' i JULY 1•, foR? �� N - 85042' 4 32 "- W 13 2 6 . 16 ' I �/2 I . W11. AM WM4NAGLE MY COMMISSION EXPIRES1z 6; W. DURHAM ROAD 33 /. 60 BASIS OF BEARING - -----.--- _. - .. SIDE I OF 2 BOND` r FaI� I :: N(. I. :I. n I:::' 12 • 4v ..N..'fi ,1.1 •' i".ri.' " ' _...... .T r -e,' ..wwprt R.�i, i 1 1 I i tell 11 Ali i . i � Ifs' rr ��: r I ISI• i 1 r� � rll i ��ri I I V"� r r Iii I ISI � I I � ..... �` i 1' I I t I 1 � f I I I � f 1 i I I � 1 � i � t � llt 11r � 111 1111111 illlt � l X11 Irl III III Til SII Ili 11 � III tl ► ._ NNW "WIN NOTE ; I F THIS MICROFILMED `""`�� 2 3 4 5 6 7 8 9 110 I I 12 DRAWING IS LESS CLEAR THAN THIS NOT Ike;`"'I r IS DUE TO THF QUALITY OF THE ORIGINAL • +. ..+�"`DRAwING, pE gZ gZ LZ 9Z SZ �? EZ ZZ IZ OZ 61 BI LI 91 Si l• bt EI ZI II 01 6 9 L 9 S b E Z 1 „ r'' ►1I11111i�11I��i�liiiili��ilirl�I��III�li�,liiiG11iI11111ililll��,l��,il��I�i��t�s��1111I1111I11111�1��11r1I1110�t1!ItI111�liiil�llliilltlltrleltillltrlllin�rMilitllEtttl�tlit�111�I111�111i�111�1YH!l1�1111I11IIIIII1II111111rr�111111 �1111�11�1�U�lll1�IU.�LW11111 TTT JI"A A Of a Q 9 BOND PARK NO. 2 APPROVALS : A REPLATOF LOTS 5 a 12 DURHAM ACRES TRACTS APPROVED THIS _ ------- DAY 0E - - _ - 11984 ATTEST : THIS DAY OF _ _ _ - _--_- 11984 WASHINGTON COUNTY DIRECTOR OF ASSESSMENT AND TAXATION IN TSE S . W. 1 / 4 SECTION � _ 2S R _ IWW. VDIRECTOR OF ASSESSMENT AND TAXATION EX — OFFICIO � CHIEF 17,� PUTY COUNTY CLERK R EX - OFFICIO CHIEF DEPUTY COUNTY CLERK CITY OE TIGWASHINGTON • ARD OREGON . DATE : FEBRUARY 6 . 1984 DEPUTY DEPUTY APPROVED THIS -. –___ DAY OF ---- _ _-__---___ , 1984 APPROVED THIS DAY OF WASHINGTON COUNTY WASHINGTON COUNTY HEALTH DEPARTMENT BOARD OF COMMISSIONERS BY ___ _---------- - -_ _ B Y DEDICATION : BY KNOW ALL MEN BY THESE PRESENTS THAT FRANCES B . TOUSEY DOES HEREBY MAKE , ESTABLISH AND DECLARE THE ANNEXED MAP OF It BOND PARK N0 . 2 11 7 APPROVED THIS DAY 'OF _ , 1984 BY AS DtSCRIBEn IN THE AC- COMPANYING SURVEYOR 'S CERTIFICATE A TRUE MAP AND WASHINGTON COUNTY SURVEYOR PLAT THEREOF : ALL LOTS BEING OF DIMENSIONS SHOWN , AND WE HEREBY BY DEDICATE TO THE PUBLIC AS PUBLIC WAYS FOREVER ALL STREETS SHOWN ON SAID MAP. APPROVED THIS DAY OF IQ �3q py PURSUANT TO ORS 92 . 070 ( 4 ) - — W '\ SHINGTON COUNTY SURVEYOR FRANCES B . TOUSEY _ APPROVED THIS DAY OF , 1984 CITY OF TIGARD BY PLANNING COMMISSION - -- - - - ------ - - - - - - --ACKNOWLEDGEMENT : STATE OF OREGON - BY - -- --- -----} - COUNTY OF WASHINGTON S . S.S - S- THIS CERTIFIES THAT ON THIS , -t`' DAY OF _�� _ 1984 BEFORE ME STATE OF OREGON THE UNDERSIGNED , A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY , COUNTY OF WASHINGTON I SS PERSONALLY APPEARED FRANCES B . TOUSEY , WHO BEING DULY SWORN DID SAY 1 , DONALD W. MASON , DO HEREBY CERTIFY THAT THE ATTACHED PLAT WAS RECEIVED FOR RECORD ON THAT THE FOREGOING INSTRUMENT IS A FREE ACT AND DEED . THE - DAY OF , 1984 AT O'CLOCK M. , AND RECORDED ON SUBSCRIBED AND SWORN TO BEFORE ME PAGE IN BOOK OF RECORDS OF PLATS OF SAID COUNTY . THIS DAY OF ��.gLvr� 1984 WITNESS MY HAND HEREUNTO SET AND SEAL OF OFFICE AFFIXED THIS 1 - y iS DAY OF r 1984 . �dOT Ry PUBLIC IN AND FOR OREGON DONALD W. MASON , DIRECTOR OF ASSESSMENT AND TAXATION MY COMMISSION EXPIRES A-7o?�-�, EX — OFFICIO CHIEF DEPUTY COUNTY CLERK BY DEPUTY INTERIOR CORNER MONUMENTATION STATE OF OREGON SS 'NILL14 'A L M COUNTY F WASHINGTON G MONAGLE , FIRST BEING DULY SWORN SAY THAT IN ACCORDANCE WITH ORS U 0 92 , 070 , HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS rHE INTERIOR 1 , DONALD W. MASON , DIRECTOR OF ASSESSMENT AND TAXATION , IN AND FOR THE � C� Rft' ERS AS INDICATED ON THE A r ->-ACHED Pl__ A OF 30 'VC PARK NO. Z AS ORI IN l SAID COUNTY AND STATE , DO HEREBY CERTIFY THAT I HAVE COMPARED THE __.- _ , G AL _Y RECORDED WITHIN PLAT WITH THE ORIGINAL THEREOF THAT THE SAME IS A FULL , TRUE , Ifs PLAT BOOK PAGE WASH I NGTON COUNTY Pl_ A T RECORDS. AND CORRECT TRANSCRIPT THERE - FROM AND THE WHOLE THEREOF, AS 'THE PI .. S 9 - -- SAME APPEARS OF RECORD IN PLAT BOOK _ - —__ PAGE _ _- THEREOF . r- U3SCRIE3FD AND SWORN TO BEFORE ME THIS DAY OF 198 ; WITNESS MY HAND HEREUNTO SET AND SEAL OF OFFICE AFFIXED , THIS _- --- - DAY OF -- - --- A . D. , 1984 DONALD W. MASON , DIRECTOR OF ASSESSMENT AND TAXATION , NOTARY PUBLIC FOR THE STATE OF OREGON EX – OFFICIO CHIEF DEPUTY COUNTY CLERK MY COMMISSION EXPIRES BY DEPUTY SIDE 2 OF 2 OF:' 12 1, o„vJ1Yk.r':.. N1kY l3. - .� .. 1 VT Ito I I , I 11 1 , r 1 , , ) III 1 t I 1 1 I r1 1 1I 1 1 t 11' I 1 1 111 III lir Y I I � 1 111 I � r 1 I 1 � 1 1 I I � I I t I � tlt I tlt 11 � 1� 1 ! 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