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BEIERWAGEN SEWER SAN. & STORM SEWER 15 _ 0 E ASEMEN r U\- G 5=0 50� I I t_�GA t t�1 /, G GRP ` S -- '� - - 1 --•- _ - � ._�`--_.__ -------_ - -- -- ___-_ .RJw• -- -- _\_. .—_ Ir lJ I - � rs Q, C; I - �f D�+z�J •v?/ � , 1 . T ,, I._ i, ; v 0 r _ z I ITA t,ll 1 a Fre-C>PER T�/ k IE P h A L►GF\ •' • c Alp F rr fl 5=ca.c�c �F� D 01 IN 1W -- c �- r ► - - - - E — — • EX I`I iNca MH O+OU F ><15TIN6 E•N } ---_ -= IJ - �• �„ Xr�'• W.L L 4 x 2 -sum r' 1 % _S G - r' 'i�--_ - _ - - �-�---�-=i I C S T.S. - _ �' ' 1 _ C n N hi t_C -- C-C N RAW _.�CT�_ - S - x f�R •-��lA/. 7�LyE� ALl_gVJ M H �� .�--th�I,l C 'tom. PRO�iiDE 12' S No, 8 . T.� S L = -_ c= c�� --c P_�� -� ,_ Q PG t•-I...� TVEs c�v-r cW w .L_ Im S - . -- RIM t S •8 �\ o - `- t3C�h1�TQ 1 S h L L_ 8 C� �- „ X , t ZC' ,F S•W. B1fT; r(/ c FF . F02 'i 1I. 1 S'Tf1�l- '_�r� S. Zs.F �/ 1�`7_ SO �._ P► C _. _ 1-7_ cit= c �,/1 ,� ._ I • . . _A�l, tNE K 8 ,!5 5A N I T.4 RY-�'� i.� y r P -r o cam, l 0 c 1 `cF o iv r �� J a, �J t?� I \$' ~� b I s ►e I - -- -- -- - - -- - -- - - - - - - - - - - - - -- - - - - - - - - �' � � T, '-' r- 4 J 'I F. ,.. •r�:r•.•r I N S T fi��_ F 1 tz.C= 'TAY °0 '�F 1 L L o\J-4 ,.I r n 1 �_.�.C l/ F L.. ' cciv,v+�-Y'/Avr1' C 1' � eul�elu4 t/.Ft- C-fZ ^\�L' i x 7_0 C©CJ ST. r A r F L . I D U t2 "x 10 A' L F 1? S i. I11✓ / EXTENS FUTURE VRE� / '� o - • ----'� VAI I _. NG CL . SZ ' x I �) IN\C .�o/�vT c -,evrr�.v GG �.lfivr, LOT '7( E�CECUTi��<8Y 4 /M T�'SD I lQ j.9,, /� / El -C- _ r II S F_w E R , c? U , - r C. T H(._. CITY � � -C 1 O �1 S - I ^ C _ T N / -- I �°I � 4- () L� a Z . CC7lV .STRU �T s a C G\--tSAN/T-lRY SEwE2 EA:�EMEvr t� 2 RF� UIiZEMEC�ITS • Gac.E U C-o - - 2 2 - ccwv Y�9 '�- "� �a�/c " l84 ' I I1� > j � . > ST lZO C 7 V�lf1T E Imo. MAIN � HY I�2AN� /'� S SLY ANO N, ETERS � MAY 1 q87 '�i U4 �I r BY 1�£l/El� .P �' - I 0 87 - 2 U O �1�1 -T p -T \ P�IZ(� v�/f\T L(Z 1� i s T R I�� T A to C�A(t L� S AN �,�' \F\_r A \10\moi + C GON STRVGT• ptv S\`�c vvH-T BIZ �T. S PL_vI�t31NG �-C�[7E S � SAN\-r,o,�Zy To cUt'-iREN"T c:C)N _t. tZ A C=T c�2 -r o V Imo_`t=y ,��>_ L l=\/!�T I L1p(1 ,=.�til -T tZA =--COR. T•c� c=o r� 1-L'�21� o H �L t✓o C f�L_. 2C_©.U\RE Mc-N�S �j•. ' OF F,LL_ -`��3A T\� s �N -,,r-1[� %�c�_r� . ti tf� � •, (v) .- ; . `=OtVTRAC-TO2 �O 1Vo„Crr=y �� L U� 1 �_1 -� I� � F=o (Z L-Ityc- l-Q %v A.-' IONS t ;9U Pz\O� ^C-v STS 2T1HG off- W o 2k_ , ^- , � �'T'GP LICD 181.C, ^l - C�� AS- 8131 L.-C �Y L-,,Q,R O F /�1_L \ 1�P R Civ ME NTS SH SLI_ QC F�rrurzE n c. t I � •� f:"7-. c7\/ v L, To -7H � CI-7y' c)I-< � C) t3vIL-� ING CONS�\ZUc--rIoImo\ ---_ � /y 1 CZ - T E S r ./\[] 1 Q l UE'i�> 1 H pz t S O o�T `� lZ"A l dam. _-- - :I•r I �.` N• / STAN Df\Rd r u t, u r u ua,;[.. \ 1 t3E F' 2ov1� E ,� -c C:) TryE G \Ty (=C'7C� 2CV\sV-,/ colic• - 0 ,I_ 0.9%ePnnn inn - --� 2� ! _ A\vL V\LD\HG DNNC-C-7xON . :,: _r" I ` ,na ❑ nn. G. r�_ O '!; Ai t a rz �- t? ,N�ET n „ „ ,, n T�_ 1-. L!S .�AT i , v' r.F_ d in u n r, „ U o _12 SRVC _ Q V S S l 1f� LL `\ 175. : i 11 . ❑ p n nn �C SFT � C:� \-ILLC � 'y -�� _'•;"'_ ✓�y U2 � cc�I�T Rte\; -�-OR -__ � - - u u ❑ n ❑ n n . �t-11= IV STA '��D I I \% I I'll n o a o 0 0 a / q , I� a u ❑ 0 o n y V /4 v cl, O n a O D U n C --.—•=a=0.7_.__–J o a ❑ 0 a U all - ---- - / 1 t I-.d"•{ I : a G ❑ ❑ C IJ a I� I 19W - :A _. _�..— — •� � �J r 13 r s oo ❑ e ❑ c r I j FILE COPY M 4-1 STf\ `�+l��r APPKOV CONSTRUCTION /�2 'oo o..0 0 ac: '•. ISSULrn BY r ' o❑ ❑ ❑ ❑ e e r{ ( /�\ DATE- g'-{�-�7 s o . r------ -...� I � �%. / I ITY F ARD) S'7ri,/eM D.eis�/•tlrQd�` i I TN �4c. ENGR FF CE BY T 9 C� o n n 0 aur , �� I I /�.QL�� Df i�Tlc ( DA.E 1� ,_1 •___ r`✓ "o a 0 ❑ n n c c�c�. STL/� Sf�iOLL 8E !/v OP K T `^ _ _ Rk'E Df' L3 /NGj /TS. A OFFICE eY DATE �.Z7.8 �� h .r,,N.., . G/TY !//G PE.P/� @LOG OFFICE W o o n^n u q a ' t✓n.r•,, Pie/OiE' BY —�_ DATE • 7 I s 7 IS,t? +� V ac 0 C nna' �r - GEN TEL CO Q, i n n a r., c� -;e,8r {� .S/l BY --•�� n4Tp 7r 0 p 013 n-�i -,i' n a �J I 7"/1F GGlA/TIQAC?'Dra;' S►�i/�41LL PJ2DV/�f- i N.W NAT GAS CO eY ] I ~ •�. srno:,. ..,.. .... - •+ �I i •—y DATE �� i Q r'7 I r\ /4 Ji��9FF/C COr�l77t'OGr PZ.,9A1 70' TA/,L— e/r Y FIG E CO BY ---�_ DATE 'I' 7 Q FU-C U KE A C \N I G T r{ r 88 STANZ AP.'i I,I L CAS/ JU;J,P ;/JSTA!!.AL', 1a' ! I 7 r\ y k��IAAA r1BlE C-•O S, BO.Vi TA .eC�.4L> �? 5^D�E'I►1 ?('/�t1� -L'tL .. WAT GIST liY �_ owTE •L&V /�8 r r y Fpie /�P/9en vq L P�/OT Ti. 1JT77/V<V BY —.f= DATE • 7 n �I J Q NI ltJ� Nom•F11 msr ICY uARE ExTG\z �G+ ev ✓ r j _A c - NI r ( /ypv/p,c/CE ,t�T/C'F OF STS"1 tL► !•� 87 ., r e /VS 7-,,09 - e-A9 /DIS/ 4iAL �k .SIfAG L •BE,.�i/I�7vA lJ1�NF.SEW.AmIG�/ d�► -- v' ? 01 > 7-0 ei AJIVIE E ��TZ'.) GAF 'G�A.CN PI�OI�•�'y'. l s N�� 1\\ s ,-sE -- - r �� °` uQl ERJ yr AIRIER8E ,eErv,�,vt-Y� CoN sl_. K z-i 7. S. i0�/ S A N 1-I' r-- c•8 70 EcPu/9[- a.e aErTGiE? c!�,i GDr'�fi�K F L cnw S E A.S-T k _� ti Q 2_Q S=RO M T .. CDN /e4 F V U C�� S W. t3O N 1 T f�CJ ----- - -- PIC �, 4 r� -� � jo Its • � f� �F41 � — � o I /.SFS/4�c.� E�tr�;'•'.�'EE,,es ' _ w/-\T R /—" /•t �'F.R7'�s-:'tsar _5A N I TA KY S L WEE\ PROFILE ,s c ,—,-rz— --------- --- np 1 IQ IZ' S� �• - - - - - --- -- _ -- gC- A o / t, E K.T. 17 CXTG GotirST. X / 77 3034 PV6 . c�'P CND /78 ,, f '5AMl_rAKy SEwGK PIPE . 'cyp\� NL �� t�.- r SEcTIc� r .� coNr2AGror F , TZ FI, Lxl�,rlljv E�•Ei" wplf`�I 5� EC . E� - �, U+Op 0-+50 / +00 + D Ztou o _3400 5o p < @EIR.WAGE:IU 'r:il:.WE�: I ©F 7 Ir tll t> IIP ttl Itl It ifi �I M� t t t tit r t t t r t - I 0 1 I ' C III ( I' t ( I I 1 Itlll Iltlltl Ilt�ri tll�tlr tltltli rl�ltli tlt Ilt tlt ttl ISI Itl ttl ril III Itl 1�1 Itl itt iil NOTE IF THIS MICROFILMED - - I - ` 2 3 4 5 8 7 8 9 In 11 -_ 12 a DRAWING IS LESS CLEAR THAN c THIS NOTICA-r`17 15 DUE TO _j E QUALITY OF THE ORIC 4L Jrr . oo4_. RAWING. 0c 62 9z a 6z Sz 1rz Ez Zz la 0a 61 81 Lt '9t SI *I cl f1 11 QI e 9 t 9 S E a �Illllllllllllllllllllllllllllllll�/llllllltt�1111111t1l1iN�1111111NI11NII1MIg1�IIIlU�Ntlhlllklaltlttllllt�tl�1l111111111!11ft�1u1llttl}�IWCIItill�tinRllr'Ittt111Ir�ttFlM�llu�l{Init�ulnuluubLlLIf1111111uW1w��ul,ttulu�t�thn� _ JUNE 24 1992 " 'R . "� 3116 ..,.. r �.,A' r, 'wk, 1[ n L �1nNDANi) CAST IRON wA"T-E� �'% � CONSTRUCT ON NOTES: m DETAILS N fRnrr�f a cov[R Q �\ V fINISHEU GRADE `` 9 1. Notify 'cigard Water Dlrr.rict prior to commencing construction: ►-. 1 i MIN I \ All curbs must be in place prior to installin water mainu. C1 'C GROUT ;/ } 'r -- �� 19' 27" _ 1. All work shall be in .*ccordanc c with A.W.W.A. standards. I Ca v � .6" 1 •- � 161/2 - 1 � 2 4" / IN MIN. N _4 i. All work will be inspected and approved by TWD. A I I O / \ t1 11 -�" 21/2 q. Fire hydrant assenbly consist:; of 8•' MJ x 6" Pig. Tee, 6" Pig. --- - x MJ gate valve, 6" MJ x M.1 huldiny spool, and Modren Mueller � 0 / — Centurion fire hydrant, A-442, 6"MJ, 5-1/4" MVO, 3-port (2-21y" COMPACTED FILL 16" -- ._ __ " . , NST hose connections, 1-4�` N::T punp,•r), 1�" Punt Opr Nut, I 1 24open left, color: Yellow. ' 'i. All pipe and fittings will 1x1 Dement-lined. Pipe will be l/I tytr,n joint, ductile Iron, Class 52. 1� Each fire hydrant shall be installed upon are-formed con- k, '1 1 crate blocwith 1 ly cubic yards of crushed l�j" drain rock. 4',� i •�•':+� ' Tarpaper will be laid on top or drain rock to separate rock d?„ from earth cover. 45° BEND 7. Poured concrete thrustblocks at least 6 sq. ft. of bearing WYE BRANCHIr / surface at each tee, bend, and blow-off location. 6" MIN 2;500 PS I CONC., ALL SIDES. \� 9. 36" of 3/4-inch minuc gravel cover for all maine i.. rtreeta In easement area, 36" of earth cover is adequate. '•'te / N \ 9. All sanitary ewer lines 10' laterally or 3' vertically of water mains shall be encased in concrete 6" thick 10' from 11 CITY of TIGARD crossing Where crossings are nocesnary, they must be made ..y _PROVIDE a SECURELY INSTALL \� ; STANDARD PRECAST CATCH BASIN at app cosimately 900 with at least 18" separation below 1 \ water lines. 4.I -4. PLUG V.Irm RUBBER RING GASKET. _ °c..[ HONE "" "°`' - H 10. All mains .call be tested at 150 7si for I hour with 4 max- J I R,,t ]-')0 " c' '- imum los-T of 5 psi. Ssatic pressure 95 psi. Pressure- -4 1 l - -L•'-'�----- - reducing calve will be req'I'_r d at each meter, installed by Si ,A 9 CWC and _,._luded in cost of cCch meter. r 8,. �•�w 11. Tigard Water District 'rill ins' "- :t11 copper services prior W ecu[ pp, CITY GF 71GARD to blacktopping of strnncs. Meters will be tastalled by 0 DRAWN e7 70-A �` district %.-Don individual reR u— T. fcr Game. DATE 3-•/J- 73 STANDARDS ugvo eT -- w STANDARD CLEAN 12. All (rains sha11 be cleaned and flushed with potable water 0 OUT pri,,r to disinfection and bacteriological testing in accord- 3 a-.ce with A.W.W.A. standards. OSHD bacteriological tests Q' Rev MQ will be taken by TWD. DA Aw'INO , 13. Prior to installation, owner or contractor will advise TWD f` s A. 4•° ,1-, ' •,I „ 73-A - of total estimated construction costs to which will be added 10 per cent for district inspections, water loss, overli-n3. administration, sampling, etc. and 2 per cent for engineering review, including "as-built" drawings '^;rcaection maps, r updating master map etc. This 1214 must Le on deposit prior to beginning any pipeline work. ' - 1 12"MAX. STANDARD MANHOLE / A FRAME B COVER STANDARD MM. I / SET FRAME t I I \ FINISH iRADE� IN MOTAR FRAME 8 COVER MAI!E SURFACE nr \ FINISH GRADE GROUT--- -- 4"CONCRf TE EXTENSION / I GROUT FILLET SMOOT SET FRAME \ STEPS _ RING I T t / arepM Gnoo FO o IN- /-'- NOTCH LID FOR 10 �' L. \ -�1 VERT TO OIRECT,Cr. MORTAR _ -!-GROUT \ �i _ I�"MA%, e- — RAM-NEK JOIN( I ) (1 LIFTING HOOK. �-- ^- ��J 1 OF FLOW \ — 4"CONCRETE EXTENSION `\ I +tw \\ - 3„ I -----qa"--------- ' MATERIAL Off RING INSTALL AS REQUIRED ST'0 4B'"^ Imo• EQUAL I F r� ••� TO BRING MH. COVER B \ C� MH R+3ER5 � -�2 2 FRAME TD DESIGN GRADE � � J \\+ \ �- - i • 6" {-w-- ,\ (mot 1 rinQ[) \ ° _ - .: - - --- --- _ , 12"MAX FI-LER CENTURION ECCENTRIC�fP ly I r _ _ a ° �OO.7FRN MU --- 1'I I ------ / \ ' -----� li 'A I'%ft SLOPE ,�, 5 1/4"MVO, .. .,...n W MH TOP ' . -� �� _" ��\ aI I NOTE i1RE HYDRAN A- ,,1, o ++, o � REHiND BAr'. - -- ] PORT I 12 MIN / \� 1 1. 4"CONCRETE EXTENSION RING PENT RAM-NEA JOINT �•� •.� E OPR. NUT OPEN --"1 I MATERIAL OR EQUAL �� I -} /// /y' �\�� I - +/.� i INSTALL AS r1EOUIRE° TO BRING I LEFT, COLOR: YELLOW \\ j - NN _ _ MANHOLE COVER B FRAME TO �..----- 48 - -- �/ -•- ' - L- __. x "' DES'GN GRADE(MAX. 3 RING) i 12"LAYER COMPACTED �c. O -y 2. INLE-.S/OUTLETS AS REO I vI ✓ Cr � I I 'lll I *I •ly I° °� ° O ✓ J• �• �1 � RAVE 1. I � 12 MAX I \ / I 1{ �/ / , 13' III N :O aN 6'0" MIN. STEPS 'I ++1+ - o - o I' c m z 31DEWALK VALVE BOX O - iN - -- ]"OR LESS - Z ( '-EXTENSION WST'D 48" " �'_' DOW,61 qtr T I\ \'� 11 r- [eAL[ HortY OF TIGARD BACKFILL NOTE \•, \, /, �,� //, I - �_ •'- / c COMPACTED GRANULAR \\\ `= �� /// ` STANDARDS aNM RISER � �, � M OAT[ w-:7-7e ( NrDl4d,£ �a-a c-A C ,. y Uq0 [• I,1, 1/ � �- �• _ STANDARD SHALLOW iVIAIVHOLE 0 0 0° UNDISTURBED INLETS OUTLETS AS REQUIRED, �� V? i I --s i 2'MAX O $0 c 0 J '\ EARTH 2 WHEN SEWER ENTERS ABOVE I \ !( _ e e v. i° INVT01 V. D 0 00 \ BOTTOM OF MH FORM A - - I 7°J 2-303 :r 2 w MJ HYDRANT OUTLET 6" F X y ' v " ° _.--� FILLET OF GROUT OR CONC. \` - _ ".•°�j _ —f/ Y�7•. q[[, 71-°, a-11-71 171t SLOPE � 0 0°p ;F AS INDICATED \ � � t m /' LG MJ ,°' r • Dep/ MAKE SURFACE SMOOTH 8 — - v _ nl GATE VALVE MIW • N ! ° r FORM GROOVED INVERT i i 12 { w ' • O� r ✓ 10� TO DIRECTION OF FLOW • -- wt y -- --,- , J I --� I.• t , o,% ° oo J T o 1+-12"LAYER COMPACTED COVER 8 FRAME TO BE MACHINED "'- I/2" CCYE R ROCK r- `-_ W1 TAR PAPER-- l y, .°� '(1P' ,� II .•w /_,;y;___MAIN W/MJtFLG BEFORE BACKFILL' "='�• 6 A(JX -Ai %.= TEE (SEE PLAN) r HQLOING SPOOL /^= O 0 0 DTO A TRUE BEARING ALL AROUND. � THRUST BLOCK y 0 0 9 ✓ J 0 GRAVEL (3/4"- /A") / -- -----..-----_>e'••- `--8 SO. FT. O C K ' 6'-0" MIN _i k/al/I i/ic --� s,ii�rr. BEARING 11/2= ]/4 \, CONCRETE PIER ,rips�/�a DRAINROCK ' -BLOCK (3 50. FT. _lash= scALc KONe CI Y OF TIGARD oR■ [7 Geo` IF.,__z S0LL__I Ba S£) STANDARDS sc.Lc ^i�NE CITY OF TIGARD DRArN eT _l J..S.N. DATE [-Is-7: APRvo [. a, D,re 3- I5-73 STANDARDS APRvD $1 STANDARD ^,MANHOLE MANHOLE FRAME S+ COVER = Rev' 101AWIN1'73-A- 73A-Sop STANDARD FIRE HYDRANT y!• AC 7.71-9, �-II-/� ACV DR AMINO NQ 6 J K V �s 3'. � 1 � r . (�� ------ E/:SEMEN/ AREAS fRAV£LED RIGHTS OF WAY I SIE. I TAENCII� WIDTH --rrAIN IICUOING` O ti VO BACK OF 2"GALV STRADDLE BLOCK MAXIMUM r'ERMISSIEILE _ __ AT NATIvE b" ABOVE TOP OF ?IPE I MATEW'A 5 - `ti 2"-0" CRUSHED ROCK, CLEAN, I '. :WALK ' PLUG I - �� DENSE, HARD AND COMPACTED PIPE SIZE TRENCH WIDTH ._.:u �I* lA+[TECr�ox I ^'.� r c1 ST, \__,_. OCK DETAIL 8" 2 0" 111 III=1113,.�'". 'w•. w •'w �-' rt:•'•-JI i;,., _-- , 11 +II Ill:ln a[Ua Ij1- i:. '' O N + CONCRETE THRUST BLOCK: 114 SEE i¢TMDDLE Bt.00 12" — _- _ 2' 8" GRANULAR MATERAL TAIL FOR OITtCtIA1i �'ai fSELECT IN PIPE ZONE• 9596 COMPACTICN MEYMt10. 14" 2' 8" { `AWWA APPROVED) GATE 2"BRAS..IAMERICAN MADE, ' VALUE 3, Ii'-- °i;". BwSHORT IS 2 0' 16, —3�0" •f .' 'i'• NIPPLE d -- - , • -i•-- 6' 90*ELL —.-- :•.e1- +,, 90°ELLt,• 18•' 3' 4" PIPF I CTNF 2"GALV. PIPE PLUG/CAP MI/2*IPT 20 3' 66" T.J. /CA W M.J. I 24° -- 3' 10" \ 4"MIN 01 D/4. STANDARD BLOW OFF ASSEMBLY 27„ 4' 2„ WA TE;? L iiv'� DE ?'A /L S telt NOM[ 7 CITY Of iIGAR; t'pnd/FCr NO 3-/2-7 STANDARDS gnq,t er �/f b2., �. E„ _ 4e' F, D STANDARD TRENCH i "__ 87- Z c�U erV pq.MiNO MO A A A 6EIRWAGEN SEWER 2 OF 7 Z it Z r h • _- _ __ - '-•�e..elee.� '1III1�1 111`I111I111 fl 1'111 11 �)h1' (I ( II 1 Ill�llr I 1111 1) Ill�l�lllll�rl II1Il1rll1l1l11 1111111 1111111 Jill IlIl IIIIIII t1ll��lllIl,lllllll1lllll1l1lll NOTE: IF THIS MICROFILMED r""e1 - 4 5 .w - 6 7 8 9 10 _ It 12 DRAWING IS LESS CLEAR THAN THIS NOTIV"I--7T IS DUE TO ICE QUALITY OF THE ORIGINAL DRAWING. _ -----._ ____ �./ "J'�' OE 62 92 a OZ SZ fp L9 EZ ZZ' 12 Oz 61 81 LI 61 *1 bl EI al 11 of _6 9 L 9 S Ir C 2 I""go :,�„. 1141111:IIIIIIIIIII�IIIIIIIII�IHIIIIItI111�111�I11fItIRm1111111�MH111p1Mt1�11INIfIN11I1Htllf�}L'IIf11T1�1I1�rItr�NM��1111�111HIH1111iHhH1IIIliR111�11i1I1111�1111�Ir11I11r�III1IIIIIII1111IN1111N1�� IJ�u11111�IIlllu�lV1 _ JU N, E, 24 1992 Men 11. 11 Jill ' "��'ae^''"'_ -T'--v�.+—�;.-.qle°'"-.--'.�.-..-"�►J.q..er.-- -- fie- •• - .. •. ', �Tr �'11N7,►Yi,f+l9dT':ifAMllS9rt�".vl*•TIEgJIPi`RJF 1fA°:T+" k?{PPIFN,I14 W'.'4�A17�1(� i ... ,..e, •p- - , uit,mil,-�i:KpCngl617,7, � ,PIS I r, y , w w w w ww rn S - � V SO H 1 °a � N C co E�N 37 m a PL`''M 0. �ro wo < � v,c� j A �. a ci co o-< c 00 m m 1 ~ 4 • s �, � 1 N z4 3 d� W 0� o� y IN w UJ h C3 N ♦r a o H bra N to H h H cc 1 � a: cc `�3 � O } Lo O CN CL 0 p� 118-10756 �� • Washlnpton County rD AGREEMENT FOR PERPETUAL STORM DRAIN EASEMENT For Joint Use and Maintenance Residential Use THIS PERPETUAL EASEMENT made and entered into this 19_&t� between Jz/l/Zc. , hereinafter called the first Harty, And , hereinaft r called the second parry. WITNESSETH WHEREAS, thr first party is the owner in fee simple of the following described real property in the City of Tigard, County of Vashington, State of OreRon, to wit: ,;EE Ev111b,t 'q,, And the 6Acond party is the owner in fee simple of the following described real p.operty in the said City, County, and State, to wit: SEE Exl�i�'��f And said parcels of real estate eajc±n each other; and WHEREAS, the first party desires to g>.ant to the second party an easement and right to use the described storm drel^ Facility now or to be constructed along and upon a portion of one of the parcels in conjunction with any lawful Uae. NOW, FIRST: In consideration of each party's desire, mutual benefit, and other valuable consideration enc% to the other in hand paid, receipt of consideration is hereby acknowleeged. SECOND: First psrty conveys to second party a perpetual easement for storm drainage Furposes for use in conjuaction with any lawful use along and upon thAt portion of first party's property described as follows, to wit.: ase ExNph It „C,, THIRD: It In mutually agreed that each party may use in common with the other vArty the whnle, of said storm drainage easement. FOURTH: This agreement should bind and inure to the benefit of, as the circumstances may require, not only the immediate parties hereto, but Also to their respective heirs, executors, administrators, And successors in interest As well. FIFTHt The maintenance shall be shared responsibility of the parties and each of the parties shall share the cost of maintaining the storm drain facilities and easement. The obligat!nr to share maintenance costa shall begin when the storm drain facility is competed. SIXTHt In construing the foregoing agreement, the plural shall mean and Include the singular whenever the context go requires. CITY rrCOTt1)rR IP" UC TIGARI) CC�� !C 23397 �J TIGAkU,OR 97223 IN WITNESS WHEREOF, the undersigned individual and corporation has caused this easement to be executed by its duly authorized, undersigned offices acting pursuant to resolution of its Board of Directors. First Par'-y Second Party � / IIJ Name of 4�nMvldnel CoRPopAiltN Name of Corporation FiBy: '10`� s r rEs P eaid t Oy' By: 5ec, Secretr.y Washington STATE OF RKVM ) ) as. CCUNTY OFCid [CXHN$ March 41-h 1y88 Personally appeared p4icnAEL BEIj0j EN and`'L4AgK Ap.TF2WAt:y t who, each being first duly sworn, did any that the former In the preaj�ant president and that the latter is cr theseat-?ry Q ' , a corporation, and that the seal affixed to the foregoing ±nstrument is t e corporate seal of said corporation and that said instrument was signed and sealed in behalf of said corporation by authority oC Its board of directors; and each of them acknowledged said Instrument to be its voluntary act and deed. IN TESTIMONY WHEREOF, I have hereunto srt my hand nod seal this 4th day of MARCfl _, 19-1}a• C Nomlu Oregonc for keg tn� 1 (JdQ SRI L.,4EAL) ,/ MyCommissionExpires: 3/9/`91�` RbD'.1f1!!d ae:t6 ;qa1 description thio � day of ==LipLtd— —_, 19 Title: Approved [Nisi day of / ,,.n 19 DEPARTME';r OF COMMMUNITY DEVELOPMENT Byt Title: (.,riJri �_i:t iIt'C'/ en/3570P Order No. W 38559 Page No. 4 DESCRIPTION A tract of land lying in the Northwest one-quarter of Section 12. Township 2 South. Range 1 West of the Willamette i1pri.dian, Washington County, Oregon, more particularly described a- follows: Beginning a, the southwest corner of Lot 70, DURHAM ACRES; thence South 890 0'' 21" East, al mg the south l'-ne of said Lot 70, a distance of 157.37 feet to the southwest corner of that certain parcel conveyed to J2 M3. Inc. , an Oregon corporation. by deed recorded August 14. 1987, Fee No. 87041821 ; thence north 2° 00' 35" East, along the west line of said J2 M3, Inc. parcel, 50 feet to a point, said point being the true ioint of beginning; thence East 152 feet. more or less to a point on the west line of that certain parcel described in street dedication recorded August 31. 1987, Fee No. 87044633. said point being 25 feet West of the centerline of S.W. 81st Avenue and North 11 34' 56" East 50 feet from the south line of Lot 70; thence North 11 34' 56" East, along the west line of said street dedication parcel. 50 feet to the southeast corner of that certain parcel conveyed to Jay Miller Builder, Inc. , by deed recorded Septemb ,r 15. 1987. Fee No. 87047060; thence North 891 02' 36" West. along the south line of said Jay Miller Builder, Inc. parcel. 141.64 feet to the southwes- corner of said parcel, which point is also the northeast corner of the J2 M3. Inc. parcel; thence North 890 02' 36" West 10 feet to the northwest corner of said J7. M3, Inc. parcel; thence South 2° 00' 3"' West, along the west line of said J2 M3, Inc. parcel. 50 feet to the true point of beginning. i I J� 1 3 i Order No. W 38560 Page No. 4 DESCRIPTION A tract and lying in the Northwest one—quarter of Section 12, Township 2 South, R. 1 West of the Willamette Mr..ridian, Washington County, Oregon, more particula y described as follows: Beginning at the southwest corner of I.ot 70, DURHM, ACRES; thence South 891 02' 21" East. along the south line of said Lot 70, a distance of 157.37 feet to the southwest corner of that certain parcel conveyed to J2 M3, Inc. . an Oregon Corporation by deed recorded August 14, 1987. Fee No. 87041821. said point being the true point of beginning; thence North 20 00' 35" East. along the west line of said J2 M3. Inc. parcel 50 :'eet to a point; thence East 152 feet. more or less, to a point on the west line of that certain parcel described in Street Dedication recorded August 31. 1987, Fee No. 87044633, said point being 2.5 feet West of the centerline of S. W. 81st Avenue; thence South 10 34' 56" West, along the west line of said Street Dedication parcel, a distance of 50 feet to the south line of Lot 70; thence North 891 02' 21" West. 152.38 feet to the true point of beginning. EXHIBIT "C" A strip of land in the Northwest 1/4 of Section 12, Township 2 South, Range 1 West, Willamette Meridian, Washington County, Oregon, lying in Lot 70, DURHAM ACRE?, a duly recorded plat in said County, said strip more particularly described as follows: Commencing at the Southwest corner of said Lot 70; thence South 89002"21' East along the South line of said Lot 70 a distance of 10.37 feet to the true point of beginning; thence North 2000'35" East along the Westerly line of the East one--half of said Lot 70 a distance of 100.00 feet; thence South 88042'32" East., 20.00 feet; thence South 2000'35" West, 100.00 feet Lo a point on the South line of said Lot 70; thence North 89002'21" West along said Lot 70 South line 2.0.00 feet to the true point of beginning. ht/34810 STATE OF OREGON , j County of Washington SS I, Donald W.Mason, Director of Assessment and Taxation and Ex-Officlo Recorder of Con- veyances for said county, do hereby certify that the within instrument of writing was received and recorded in book of records of said county. Donald W Mason, Director 0 Assessment and Taxation, Ex. Officio Cot!nty Clerk 1988 ISA!' 17 AK 11, 41 rrITY Cir TINA RD December 1, 1907 OREGON 25 Years of Sernce 1961-1986 J2M3 Corporation 1512.3 SF McLoughlin Boulevard, #16 Milwaukie, OR 97267 Re: Beirewagon Sanitary and Storm Pr•ojecL Gentlemen: !n the matter of the Seventeen thousand four hundred($17 400_00) do11iAr agreement with depositor and trustee-, relative to savings account number' 2086-0, between J2M3 Corporation and Oregon Independent Federal Credit Union and the City of Tigard, ORegon; this is to serve as a letter of authorisation to allow said Credit Union to release to J_2_M3 Cor oration all of the balance of the deposit entrusted to said Credit Union. �~ City of Tigard, Oregon _ Director1 Community_Development Department _ ia2166D SW I 1• 1�.��W Hall Blvd.,P.O.Box 23347,Tigard,Oregon 47223 (503)634-4171 - December 7, 198! J2M3 Corporation (25 OF TIIFA RD , 15123 SE McLoughlin Boulevard, II1G Milwaukie, OR 91267 OREGON RE :Beirewagon Sari itary and Storm Sewer Project Yeor1 Service 1961-1936 Dear Mr. Boirewagon: This is to acknowledge that as of December 7,_ 1997 the _ Sanitary arid Storm Sewer improvement project known as the Beirewagon Sanitary and Storm Sewer Extension_ _ has been conditionally accepted by the City, placing it onto its one year guarantee period, subject to the following: [ ] Completion of incomplete prr•formance items, namely: _ [ ] Correction of known defects, •iamely: [X] Continuation of developers maintenance responsibi I i.ty and correction of any deficiencies which may arise during the guarantee period. To assure the aforesaid, until such tima as the project is fully accepted by the City operation and maintenance purposes, the City ! s taken the following action(s) : [X] luthorized release of the u, iginal performance assurance. [ ] Authorized continuation of the: original performance assurance ir full for-e and effect. [ uthorized a reduction of the original performance assurance and is holding the balance as a _ _ assurance. [ ] Accepted a (reduced) performance assurance. [X] Accepted a maintenance assurance. [ ] other: Shou!d you have any questions regarding anv of the above, please contract ml' at 639-4171 , cerej."n" - John S. .4;j 1 Cngineering Tech 13125 SW Mini .,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — -- -- MAINTENANCE BOND BOND NUMFE l 953550P KNOW ALL MEN BY THESE PRESENTS: THAT, J2M3 Corporation as Principal and the Indemnity Company of California _CORPORATION authorized to transact general surety business in :he State of Oregon_ as Surety, are held and firmly bound unto Thu City of Tigard _State of Oregon in the sunt of Three Thousand, Four Hundred, Eighty ai-d no 1'OG-*Ww* ***** , ' Dollars ($ 3,480.00 ) .lawful money of the United States for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, joinc.ly and severally, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT': WHEREAS, the Principal entered into a written contract dated December 3, 1987 with the Obligee for Maintenance Assurance and, WHEREAS, the said Principal is required to pont a bond to protect the said Obligee against the result of faulty material or workmanship for a period of One Year :rnm and after the date of acceptance of said work; NOW, THEREFORE, if the said Principal shall for a period of One Year from and after the acceptance of said work, replace any and all defects arising In said work whether rcqulting from defective material: or defective workman- ship, then the above obligation to be void; otherwise, to remain in full force and effect. SIGNED, SEALED AND DATED r.his__ 3rd day of December , 19 87 ` indemnity Company of California 333 Wilshire Anaheim, CA 92801 Surety _ _ i Y Gera �'7,: Rne Iman Attorney-In-Fact POWER OF ATTORNEY OF INDEMNITY COMPANY OF CALIFORNIA AND DEVELOPERS INSURANCE COMPANY P.O.BOX 3343.ANAHEIM,CALIF.92803 • (714)999-1471 NOTICE. 1. A;I power and authority herein granted shell In any event terminate on the 31st day of December,1987. 2. This Power of Attorney is void If altered or If any portion Is erased 3 This Power of Attorney is vo,d unless the seal is readable,the text Is In brown ink,the signatures are In blue Ink and this notice In in red Ink. 4, This Power of Attorney should not be returned to the ALorney(s)-In-Fact,but should remain a permanent part of the obligee's records • KNOW ALL MEN BY THESE PRESENTS,Ih3t.except as expressly Itmited,INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY,do each severally,but not)olntiy,hereby make,constitute and appoint Gerald A Usselman the true and Iswful Atlorney(s)-In-Fart,to make,executa,deliver and acknowledge,for sod on behalf of each of said corporatinne as surelles,bonds,undertakings and contracts of suistyehip In an amount not exceeding Fifteen Thousand Dollars($15.000)In any single undertaking;giving and gr inting unto said Attorneys►-in-Fact full power and authority to do end to perform every act necessary,requlaite or proper to be done In connection therewith as each of said corporations could do,but reserving to each of said corporations full power of Bull tion and revoemiion,and all of the acts of said Attorneys)-In-Fact,pursuant to these presents,are hereby ratified and confirmed. The authority and powers conferred by this Power of Attorney do not exlead to any of the following bonds,undertakings or contracts of suretyship Bank depository bonds,mortgage deficiency bonds,mortgage guarantee bonds,guarantees of Installment paper,note guarantee bonds,bonds on financial Institutions,lease bonds,insurance cont,any qualifying bonds,self-insurer's bonds,fi9etlty bonds or ball bonds This Power of Attorney Is granted and Is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of INDEMNITY COMPANY Oi:CALIFORNIA and DEVELOPERS INSURANCE COMPANY,effective as of September 24, 1986. RE iOLVED,that the Chairman of the Board,the President and any Vice Presioent of the corporation be.and that each of them hereby is,authorized to execute Powers of Attorney, qualifying the attorneys)named in the Powers or Attorney to execute,on behalf of the corporation,bonds,undertakings and contracts of suretyship,and that the Secretary or any Asals- tanl Secretary of the corporation be,and eeth of them neteby Is,authorized to attest the execution of any such Power of Altorney; RESOLVED,FURTHER,that the signatures of such officers maybe affixed to any such Powerof Attorney or to any certificate relating thereto by facsimile,and any such Power of Attor- ney or cert)flcale bearing such facsimile signatures shall be vaild and binding upon the corporallon when so affixod and in the future with respect to any bond,undertaking nr contract of sureryst Ip to which It Is attached IN WI fNESs WHEREOF,INDEMN TY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY have severally caused these presents to be signed by theirrespec- tive Presldentr and attested by their respective Gecretarijs this 20th day of October, 1986 INDEMNITY COMPANY OF CALIFORNIA DEVELOPERS INSURANCE COMPANY + By Fly ' J-aroma J.$weervY,President J Jerome J Sweeney,President i v #P AN �- gINSVR4 �,co�j,POa4,,;O r Q,P`pRFFO+1p o + Al.TEST = OCT 5. r ° lost ATTEST W NAZI?1, 0 It opM\�*=• �� By L Pout E.Orlffln, ., rotary — PauAGrlfw�l �S4.9ju—,ter STATE OF CALIFORNIA) 1 Ss COUNTY OF Or+ANGE ) on October 20,1988,before me.the unda•signed,s Notary Public In and lot sa:d State,personally appeared Jerome J Sweeney one Paul F Griffin,Jr,personally known to mo for proved tome on the basis of satisfactory evidence)to be the persona who executed the within Invlrument as President and Secretary on behalf of Indemnity Comoeny of California and as President soul Secretary on behalf of Developers Insurance Company,the corporations therein named,and acknowledged to me that the corporations executed It WI(NESS my hand and offlc,al see' OF11CIAl. SEAL ,� E VIRGINIA M. LOUMAN 3igneture e'a"` /+�s"'Aa' ) NOTARY PUBLIC CALIFORNIA Notary Public ORANGE COUNTY Aly Commissrutl Sepses Mar 13. 1989 �CT�Oi�Gti CERTIFICATE TM undersigned.as Executive VI6e Presldant oT INDEMMITY COMPANY OF C ALIFol1NIA,end Executive Vice President of DEVELOPERS INSURANCE COMPANY,does hereby cantly that the foregoing and attached Power of A Putney remain@ In full force and has nr l been revoked,and furthermore,that the provisions of the resoluticns of the respective Boards of Olnotors of said corporations ant fohh In the Power of Attorney.are In force as of t1e date of this 4arthlcste 7hls G,rl)fkAte Is executed in the City of Anaheim California,this 1st day of September IGe 7 ONO2MUMV COMPANY OF CALIFORNIA �PAN), DEVELOP.qRS INSURANCE COMPANY U` Ii SYS��iCy� .t!Ats�r e`e 4•�w' 4 OCT q r By ��/. W NAZI f111'.�0 o + it hornas N F a1,,Jr a Ise) —----yyy/G,cc- Executive Vk President ♦ +�e.�b homes f� , Jr, ' ' 4111 �e e A� Executive Vice President r + �p ID 111/11/V tAT CITYOF TIIFARD October 14, 1987 OREGON 25 Years of Sendce 1961-1986 J2M3 Corporation 15123 SE McLoughlin Blvd. , 116 Milwaukie, OR 97267 RE: Beierwagon Sanitary and Storm Project Dear Mr. Beie reagon: In the matter of the seventeen thousand, four hundred dollar 01.7,400) Agreement with Depositor and Trustee on Savings Account No. 2886-0 between J2M3 Corporation and the City of Tigard, Oregon and Jregon Independent Federal Credit Union; this is to serve as official. notice to allow said Oregon Independent Federal Credit Union to release to J2M3 Corporation a portion of the deposit entrusted to said Oregon Independent Federal Credit Union. The amount hereby authorized to be released is thirteen thousand, nine hundred and twenty dollars (313,920). Thr Amount to remain entrusted to Oregon Independent Federal Credit Union as a maintenance assurnnce to the City of Tigard, Oregon, shall be three thousand, four hundred and e.ghty dollars (t3,480). This notice shall not be construed to nullify or alter the terms of the aforesaid Agreement with Depositor and Trustee on savings account in any way; it is merely an authorization to release a portion at the entrusted monies. Dir.e .tor, mmun tv Dev#lopment`be ertment ca/].32nD 13125 SW Hall Blvd.,PO Hou 23397,Tigard,Oregon 97223 (503)639-417" -- - - CERTIFICATION OF COMPLIANCE This is to certify ( in accordance with M.C. 17.09.160 and M.C. 17.09 120) to the City of Tigard, Oregon, that the following item(s) have been installed in compliance with the City's subdivision improvement standards and specifications; and that the following items are complete in accord with the approved plans, special specifications and conditions, as approved by the City, relative to the aforesaid project, to wit: (Project Engineer's Initials) 1 . Sanitary Sewer System 7. Storm Sewerage System 3. General Utility Systems : Domestic Water Electrical Power G R s Telephone Cable T.V. —" Streetlighting 4 . Street System: Subgrade Base Surfacing. . .Base Lift: Final Lift: — Sidewalks Aprons 6 Ramps "'— Curb 5 Monumentation System (l . Pathway System Cert i f i ed (-h i s /? Tr day of cc31 RY �G I N f4 05373 P (Projec� Engineer) ' —7) r�r r,n -�✓1.Iz?M1. ��ryl�r'_rv�''t.� (007Os) CERTIFIC1.TE OF COMPLIANCE RE: L a I 4z"fee f 7Z•Ti This is to certify in accordance with the Rev d ,�.,4N F��ivcl plan (and the Subdivision Compliance Agreement) plan dated JU-Ar JCJ , 1987, to the City of Tigard, Oregon, that the i:ollowing items(s) have been installed in compliance with the City's improvemiant standards and speci- fications; and that the following items are complete in acccrd with the approved plans, special specifications and conditions, as approved by the City, relative to the aforesaid project, to wit: (Pro' ct Engineer's Signature) 2. Certified this Z_ day of _QG 404 t'�_, 1987. By. _ N�Oi ' (Inspecting F:hgineer) --- �� 05371 r� 40r ortEaon Y� ��✓YC� � � l �Ut r O A I r _ 1? 4 1!, "ORPORATION CONSENT COVENANT (NONREMONSTRANCE AGREEMENT) �e*+- Street Improvements 1 � l The undersigned owners (including purchasers) of the real property described below do heteby record their consent to the formation of a local improvement district by the City of Tigard for the purpose of improving the public street or streets upon which the described property abuts. The unceraigned expressly waive all present and future rights to oppose or remonstrate against the formation of a local improvemc:it district for the improvement of the abutting street or streets, reserving only the right 1^ contest the inclusion of particular cost Items in the improvement district proceeding and any right they may 'lave under the laws of the State of Oregon to conte-.,: the proposed assessment formula. The real Droverty that is the subject of this consent covenant is described as follows: SEE ATTACHED EXHIBIT "A" IN WITNESS WHEREOF, the grantor(s) has (have) hereunto set his (her) (her) �thQir) hnnd(s) and seal s) this j day oT__ 19 _• (SEAL) �e ', .__(SEAL) (SEAL) T (SEAL) STATE OF OREGON ) as. J County of Washington ) /� `7 BE IT REMEMBERED, that on this ��, day of ( /l before me, the undersigned Norsty Publi in ani or rhe State of Oreg n, personally apps/nrr_a tth�hewithin-namet�� • A1�� who is (are) known to me to be the identical Individual(s) described in and who executed the within instrument and ark—-ledged to me that he (she) (they) executed the same freely and voluntarily. IN T SJIMON WHEREOF, I have hLgreunto aet my hand end seal t _ day of Notary u is or Ore on (NOTARIAL .,...'L) My Commission Expires: �. ,i P-� tc regal description this �A day of By: no+r n rnullnp r�tlunr P.4 TM4 ROUTING - REQUEST Annroved this di P�l-o-wI u READ HANDLE _ T �PPROYE EJ LJ FORWARD -- KEle 011 DItCAND (020690S) ❑ REVIEWWItHM11 i Dole r E IBIT "A" THE EAST ONE-HALF OF LOT 70 DURHAM ACRES IN WASHINGTON COUNTY, OREGON; EXCEPTING THEfU7ROM THAT PORTION LYING WITHIN PUBLIC RIGHTS-OF-WAYS. 1 oll 0 0 31 S. W. t U --- - BON/TA Of +' ,a• 1y 0� �p��4 . j PARCEL 'Q"IM 8909 Sq. Fi. 02045 Acre G /7' I I � �I PARCEL 6', nj B 766 Sq F1 ti U I a I ,s 0 2012 Acre A ti I m 7'0 V N I 1 IPARCEL .0 /4, 199 S¢Fi o 3260 Acre s'bqbfcn 14N 1 'G 7 37 - _ N89'Oz 'z /"w — 3,oq -- 0 ' ` .eM � Wo P , P r v7� yrn I � I NA RR A TI VE _ 1iNI-'05E Of rH/S SURVEY lS r0 CREATE 4 MINOR /,�ti rl//clti IN rHE' EA S r //2 OF L Or 10 DURHAM ACRES." A DULY REC'OR/>[ , / Ar /N WA SH/NGrON COLNTY, OREGON - !uNc M(-JNUME N rS A[ONG rHt CEN rERL/NE OF 5 w BON/rA ,•k SAD Ar srA 16,,62 47 AND 36.24 88 AS SEr /N PS ?.O387 AND USED SAID MONUMENTS AS THE BASIS OF BE,4R NG FOR ' 'HIS SURVf Y 'fF l 1) THF `44ff PI-AH/A16' A 5 PS PO 18,' f ,,rr it, 'r CITYOF TI ARD Septenber 30, 1987 OREGON i J2M3 Corporation 15123 S.E. McLoughlin Blvd. #16 Milwaukie, OR 97267 Dear Mr. Beierwagon: To facilitate placing your project onto its one-year maintenance period the following needs to he completed: 1) Submittal of one as-built mylar; ( rr �ZI� d� 2) Sub � Submittal of the engineers certification; C e1v 3) Submittal of the non-remonstrance agreement for S.W. ✓ Bonita toad; The first two items have been requested of Mr. Burton. I have enclosed item number- three for your execution and return. Sincerely, John --- S. Hagman Engineering Technician enc 1 osure I i 1312 SW Nall Blvd. P U.Box 23397.Tigard uregon 97223 (503)639-41 i I -- — -- - n CCIT7YITIGARD September 30, .1987ON Burton Engineering & Surveying 302 Tigard Plaza Tigard, OR 97223 RE: Peierwagon Sanitary & Storm Project Dear Mr. Burton: We are endevoring to place the aforesaid project onto its one year guarantee period but, prior to doinc so, we need to receive the as- built mylar and project engineers certification fora (copy enclosed) , f rrm you. Sincerely, John S. Hagman Engineering Technician enclosure cc: J2M3 Corporation 15123 S.E. McLoughlin Blvd. #16 Milwaukie, OR 97267 13125 SW Holl 91vd.,P.O Box 23397,Pgard,C`;Edon 97223 CERTIFICATE OF COMPLIANCE Thts is to certify (in accordance with Item No. 1 of the Sewer Compliance Agreement, dated Z4-T�4 1`'tZ 7 _, between the City of Tigard , Oregon, and -1% ILM �� s�;,N �c,f2pt�t'��c�► 1 ) to the City of Tigard, Oregon, that the following item(s) have been installed in compliance with the City's (sanitary) (storm) sewer improvement standards and specifications ; and that the following items are complete in accord with the approved plans, special specifications and conditions, as approved by the City, relative to the aforesaid project, to wit: (Project Engineer's Initials) 1. Sanitary Sewer System 2. Storm Sewer System 3. Easements, properly executed and submitted to the City for acceptance , Certified this day of _ 198r By: (Project Engineer)~! Firm: 1U133S) C,1 T'I NIBSIZ�C111 v, G AV'pr-o��l.b MALAR CONSTRUCTION, INC: 4470 S.W. Hall, Suite 317•Beaverton,Oregon 97005 503-591-1675 September 21., 1987 John Hagman City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 972.23 Attention Mr. Hagman: This is a request for final inspection in the name of John Bierwagii on a three lot minor partition located at S.W. 81st ane 3onita Road. We would like the inspection at 11:00 am on Wednesday, September 23rd. If this time is not convenient, please let me know as soon as possible. Thank you for Four attention to this matter. Sincerely, MaLar Construction, Inc. 1 Lafi�J-H. Smith LHS/ii-,s •'r f i • � /-�� "` �j yr� l T' I'�'1 '�-V 7> ,/K3r1- f GvNpv15-t'H•�rC /1� r e� .•K�-. �- -- l'�,��,-�� l�'� ! . s rCOF TINA RD August 28, 1987 OREGON 25 Years of ServiC.'e � 1961-1986 ,72M3 Corporation 15123 S.E. McLoughlin Blvd. #16 Milwaukie, OR 97267 RE: Joint use Easement. Dear Mr. Beierwagvn: Enclosed, please find a complete copy of the aforsaid easement document, which is now ready to be routed to the County for recording. I've taken the liberty of "cleaning-it-up" prior to recording and, subsoquent.;y, would appreciate receipt of your written acknowledgment t1w such action is not objectionable (befo 1. send it to tlx: county) . Sincerely, Y Jahn S.- Hagman Engineering Technician - 41ie i oe c � 1312b 5W Hall Blvd.,P.Q.Box 23397,i igard.Oregon 911223 (503)639 0 AGREEMENT FOR PERPETUAL STORM DRAIN EASEMENT For Joint Use and Maintenance Residential Use THIS PERPETUAL EASEMENT, made and entered into this 3rd day of August, 1987 between J2M3 Corp. , an Oregon Corporation, hereinafter called the first party, and RICHARD 0 FIMMEL, hereinafter called the second party, WITNESSETH WHEREAS, the first party is the owner in fee simple of the following described real property in the City of Tigard, County of Washington, State of Oragon, to wit: EAST 1/2 OF LOT 70, DURHAM ACRES arid the second party is the owner in fee simpt- of the following described real property in the said City, County, and agate, to wit: WEST 1/2 OF 1.0T 70, DURHAM ACRES and said two parcels of real estate adjoin each other; and WHEREAS, the first party desires to grant to the second party an easement and right to use the described storm drain facility now or to be constructed along and upon a portion of one of the parcels in conjunction with any lawful use. NOW, FIRST: Li cons�,deration of each party's desire, mutual benefit, and other valuable consideration each to the other in hand paid, receipt of consideration is hereby acknow.'.edged. SECOND: First party conveys to second party a perpetual easement for storm drainage purposes for use in conjunction with any lawful use along and upon that portion of first party' s property described as follows, to wit, THE WEST" TWENTY FEET OF THE NORTH FORTY FEET OF THE EAST 1/7 OF LOT 70, DURHAM ACRES . THIRD: It is mutually agreed that each party may use in common with the ;cher- party the whole of said storm drainage easement. FOURTH: This agroement should bind and inure to the benefit of, as the circumstances may require, not only the immediate parties hereto, but also to their respective hairs, executors, administrators, and successors it► interest as well. FIFTH: The maintenance shall be. shared responsibility of the partias and ouch of the parties shall share the cost of maintaining the storm drain facilit 0- and e+:aSemer►t . The obligation to share maintenance cost=s shall begin when the, storm drain facility is completed . (Op nal) Each the parties hall maintain liability i�►surance a a minimum, meet -t a star.dard�it1 he industry for ;%�narticular types es for which the pro rties,gre use The insure ` policihall tea the o of the-'adjoining p el as an addi onal sured in conne tion th the use o easement. SIXT,1: In construing the foregoing agreement, the plural shall mean and i,,cl.ude the singular whenever the context so requires. i IN WITNESS WHEREOF, the undersi�nedAcorporation has caused this easement to be executed by its duly authorizer, undersigned officers acticg pursuant to resolution of its�Bo7;^1Yrd of Directors. fr ✓ J2M3 cur • s �l ll Name of—Cor ratio —� 0AM6 eF ►aeiv ID�AI - �'•. ^POR Ili _ ,• fir,., qT�'., i r e t i AL . ii STATS OF OREGON, •Se etery ` REGpta )N County el 1u�gciC3i*A, AL1quat 3 vi 87 Personally appeared the above nnmrd August 3 , 1987 I RICHA PD..0,-k,il-4-ME L ----- -- RWAGK'N and J. MARK 131,lRWAG11-'N apid nrkn,-nlydevd lhr lore,iui.nq inslru ing first duly sworn, did say that the meet W he his vulunlnry nrl and devil. president and that the latter a corpotatiou, and that instrument is the corporate seal of said Cr'F11` Sl:nr.) IAI' Q.!/�.� signed and sealed in behalf of said �� was (N ry ublle for Oregon i board of directors; and eich of them My nnisslon expires: 10-29-88 Its voluntary act and deed. teuntc set my ro and seal this 3rd day ' r �iotar Public for Oregon (NOTARIAL SEAL) My Commission Expires: 10-29-88 i Approved as to legal description this Z--V rday ofS�� 19, x• •11 'Citle: Approved this clay of &4,;,4j, I , 19 A� . DEPARTMENT OF COMMUNITY DEVELOPMENT B''' f L -- Title:pvc.e. Dow of C.oM,..,M4l/y +r•f a p41 IL gg adv, r �08 zA o�•z� _ Q Z � I oo VC, W V) 1 0 vim3 �1! I 11, r . N N O , o� Q I c3`cieL _ 1 c -to ,1 ,� S `• i n .,. �C ill r' I t � _.__ •:C ' •.w .� LT lot -71 Cit. ►,, t 1�i c 'c. ;. I W fir Jr CITY OF TIGARD 10 SANITARY SEWER TOW PRESSURE AIR TEST DATE: 9ZIZ97 INSPECTOR: PROJECI': CST /ar� r -01... �J%Sj _.�4H%l-,_ FILE,: --- CON'T'RACTOR: TEST SECTION: FROM: /// --- TO: Diameter (d) length (L) K=0.011d=T. IC=0.0003882dL Ground water back pressure inches feet Feet Head into lbs. per sq. inch Feet P.S.I. Feet P.S.I. --- 77, _ - 15 - - Head Head 1 .43 6 2.60 .87 7 3.03 3 1 .30 8 3.40 1 .73 9 3.90 --- --- - - --- 2. 17 10 4.33 _ L Totals If total C value is less than one: use K value for tg If total C value is greater, than one: Divide total K value by total C value to get tg. (tg) Time required iu seconds Actual loss 01 ,04 - __- Result: �f Recamiended Procedure 1. Clean and plug all outlets with braced test. plugs. 2. If pipe in submerged in groundwater, increase test pressure. 3. .'add air slowly to 4.0 prig, disconnect air supply, and check for leaks. 4. When pressure decreases to 3.5 psig start stopwatch, determine the tine interval to reach 2.5 psig. 5. Compare actual loss with time required by (specification. 7 CITY OF TIGAPD SANITARY SEWER LOW PRESSURE AIR TEST DATE: _- 7 INSPECTOR: PROJECT: <D '1 �l/E-r 7`7 �7 M. C43; 4-r �47r ��t F LE T F 7'I S D--I'I ON: FROM: / �► �. TO: 77. E riameter (a) Length (L) K=0.01.1d2L C=0.0003882dL Ground water back pressurenches feet Feet Head into lbs. E:er sq. i1xii -' 775r3 (o Feet P.S.I. Feet P.S.I. ___._ Head Head 1 .43 6 2.60 2 .87 7 3.03 3 1.30 8 3.40 4 1.73 9 1.90 5 2.17 10 4. 33 i Totals If total C -value is less than one: use K value for tg If total C value is greater than one: Divide total K value by Iota: C valu•:! to gest t.q. (tg) Time required in seconds Ac' it loss 12011 Result: r RecanrnendM Procedure I . Clean and plug all outlets with braced test slugs. 2. If pipe in submerged in groundwater, increase test pressure. 3. Acid air slowly to 4.0 psig, disconnect air supply, and check fm ler.k.s. 4. When pressure decreases to 3.5 psig start stopwatch, determine t tit, tint, inLerva) to reach 2.5 psig. 5. Cc"mre actual loss with tine required by specification. THOMAS M. BURTON JOB=S 4hr� 1SC LL�. 1�1co�N EI''^INEERING & SURVEYING SHEET NO ` ��__.._. __ op._' 302 Tigard Plaza I1, TIGARD, OREGON 97223 CALCULATED Yl DATE (503) 639.6116 1r_i CHECKEDQl1V�--�(�')�/ _. _ DATE LVi SCALE -. A107E : RK y Cis 1� V 4 JN (� (C� /Jr. ✓rri� L. C.07 Tn�J \ �lz� r b✓Ide.d T*C /IA7C !S ��1�`r/fGd �S Sba•cJi7 V I \ " V1 _\ � Q 4 � � ►"' >)) fy, Z 6 s� s l EA s�E t` EH� -13 41 � `' FL17Lq.,g o8 &I ,f � C,r, L . I PARL.0 L �� i •Mnc!rw� veer'� c,.�rr x�ri n r CORPORATION PERMANENT "�ASEMFNT KNOW ALL MEN RY THESE PRESENTS THAT � herelnnftor Ailed the Grantnr3, In ronsIdleratton for the stem of 1A C-_ dollars from tale City of Tigard, hereinafter called Grantee, grantand convey unto the Cr of Tigard a perpetual easement for constructing, reconstructing, operatin�';�-.d aintal,ning, inspecting and repairing of an underground ��Siil line and appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other ibstrrlctions on the following described parcel of Land, situated in the City of Tigard, Washington County, State of Oregot.: IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title or interest except those expressly stated in this eah2ment, nor -,•,erwtse prevent Grantors from the full use and dominion thereover; prc"ided, however, that such use shall not Interfere with the uses and purposes of the Intent of the easement. IN CONSIDERATION of the premises, grantee agrees that if Raid Grantee, its successors or assigns should cause said easement to be va.ar2d, the rights of the Gran'ee in the .above described easement will be t.,rfeited and shall Immediately revert to the Grantors, their successors and assigns in the case of such event. TO dAVE AND TO HOLD the abov.,-deacrlbed and granted premises unto said Grantee, its successors and assigns forever. IN WITNESS WHEREOF, the undersigned corporation has caused this easement to he exerutPd by its duly authnrized, unde-signed officers acting pursuant to res.,Intlon of it gnarl of Directors. 7- �� Name of Corporation ' J r:nrnnrate Sea_ N V: Pref den[ qTATE' of GRt:ON V ) )Ss. By: County of Washington ) Secreta ry Personnl l v nppeared I c (? and ,��,- car L cr c e& who, each being first,. ly sworn, did say that the former Is ` ,t-r pre4 dent and that the latter is the _ ��+tit,4 a-..,., secretary of hP '=y a corporation,—a ha n "tt the seal affixed to the aforegoing instrument In the corporate seal of said corporation and that said instrument was signed and sealed in behalf of said ccrporation by authority of its board of directors; and each of them acknowledged said Instrument to he its vo,untary act and deed. U44 // I L,,� , , Notary P blic for Oregn7 (NOTARt J SkAL) My Commission Elpirem: ;yi et Appreved as to 10%,t description this day of� —TT STATE OF ORFGn CnuntY of W�Jf•11, �>Irl dee Au1087 Title, •re' ;Is 1a Bred Lie abo.•e nen au� pknowledgrd tRv foregoing ln�frunu+nt to h. Approved this day of ---- �/ S volunter, act and deed DEPARTMENT OF CJMMUNITY DE7FLOPMENT Pn/n m�.Qi':41tI ,,LJ F la •: ----------.._- _ By 5RAL(OFFICIAL„L SRAL) '[ dS�..�Notary Puhl for Oregon O My commission expires. J�/D RC:cn/n76OP/0029P BURTON ENGINEERING & SURVEYING Civil Engineers • Land Surveyors , 302 Tigard Plaza • 11.111 Blvd. & Pacific Hwy. • Tigard, Oregon 97223 • 5034)39-6116 - JULY 20 , 1987 LEGAL DESCRIPTION FOR: JOFN BEIRWAGEN JOB NO. 87-200 PARCEL A NORTHERLY EASEMENT A strip of land in 1-')e Northwest 1 /4 of Section 12 , Township 2 South, Range 1 West , Willamette Meridian , Washington County , Oregon , lying in Lot 70, DURHAM ACRES, a duly recorded plat in said Count.v, said strip more particularly described as follows: Commencing at the Southwest. corn-2r of said T,ot 70; thence North 2° 26 ' 18" East, along the West line of said Lot 70 a distance of 235. 57 feet co the true point of beginning , being a point that is on the Southerly right of way line of S .W. Bonita Road (County Road No. 736 ) ; thence North 88045117" East , along said Southerly right of way line 24 . 07 feet to an anglF point thereon; thence continuing along said Southerly right of way line , South 88442132" East 141 . 57 feet to a point on the Westerly line of the East one -hillf of said Lot 70; thence South 2° 00 ' 35" West along said Westerly line 15 .00 feet ; thenen North 88° 42 ' 32" West , parallel to and '. 5 .00 feet Southerly of , when measured at right angles to, the Southerly right of way line of S .W. Bonita Road , a distance of 141 .05 feet to an angle point ; thence continuinq parallel to and 15.00 feet Southerly of said S.W. Bonita Road right of way line , South 88045' 17" West 24 .70 feet to a point on the West line of said Lot 70; thence North 2° 26 ' 18" East along said West ling' 15 .03 feet to the tru? pointof beginninq . R[aIBT[R[D PROFESSIONA1. l.a►ND OURIR OREGON JANUARY 15, 1987 DANIEL 7. BURTON wt24e .9 {J ''s '� � ^•'�"!),ss•�a a Js',io,/N rq (43 n mQc � i y Q4` y �54 ` \• J th J1 1A � I h" � �a v"" �fy� � 7 6w� :i lf..�/,7?n2s � �• �' � ` I � a�e+s. _c%`% � ,.�/60��1 ,►'H,ne,6= .(rA/,05'1t' Jvypr'oF ` 71xY,pC�S L.t✓., I� N� I N - w8/.fir, g ( ` • � m 44 i 'T I y CORPORATION q ' A��/I„•/ 6 �• PBRMANENT4STORM DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS THAT hereinafter called the Grantors, in consideration for the sum of dollars (S ” o ) from the City of Tigard, hereinafter called Grantee, grant and convey unto the CitV of Tigard a perpetual easement for constructing, reconstrusct�in lr operating, mai.ntaining,` Inspecting and repairing of an underground'^ storm drainage line and Appurtenances, together with the right to remove, as necessary, vegetation,' foliage., trees and other obstructions on the following described parcel of land, situated in the City of Tigard, Washington County, State of Oregon: IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title or interest except those expressly stated in this easement, nor otherwise prevent Grantors from the full use and dominion thereover; provided, however, that such use shall not interfere with the upas and purposes of the intent of the easement. IN CONSIDERATION of the premises, grantee agrees that if said Grantee, its successors or assigns should cause said easement to be vacated, the righto of the Grantee in the above described easement will be forfeited and shall immediately revert to the Grantors their successors and assigns in the case of such event. TO HAVE AND TO HOLD the above-described and granted premises unto said Grantee, its successors and absigns forever. IN WITNESS WHEREOF, the undersigned corporation has caused this easement to be executed by its duly authorized, undersigned officers acting pursuant to resolution of it Board of Directors. Name of Corg ration Corporate Seal By; , - 5IATF. OF OREGON ) Pie ent - )9s. County of Washington ) Sec re ary —" f ersonally appea.ed �rduly and - �`- N who, each being fsworn, did say t at the former ie r.h - ` and that the latter to the secretary of a corporation, an that the seal-77—fixed to the aforegoing instrument is the corporate seal of said corporation and that said instrument was si„ned and sealed in behalf of said corporation by authority of its board of directors; and each of t-liem acknowledge., said Instrument to be its voluntary act and deed. �- Notary Pub is for Oregon, (NOTAt,IAL SEAL) My Commission Expires: , ,' Approved as to legal description this day of I9 Bv: Title: Approved this _ day of lg DEPARTMENT OF COMMUNITY DEVELOPMENT Uv: Title: pC:cn/2760P/0029P __ BURTON ENGINEERING & SURVEYING civil Engineers • Land Surveyors 0—J, 102 Tigard Nazi • Hall Blvd. & Pacific flwy. • 1igard, Oregon 97223 • 503419-611() JULY 20, 1987 LEGAL DESCRIPTION FCR : JOHN REIRWAGEN ,TOB NO . 87- 200 PARCEL B WESTERLY EASEMENT A strip of land in the Northwest. 1 /4 of Section 12, 'Township 2 South, Range 1 West , Willamette Meridian , Washington County, Oregon , lying in Lot 70, DURHAM ACRES , a duly recorded plat in said County . said strip more particularly described as fol3.ows : Commencir.n at the Southwest corner of said Lot 70; thence South 89002121 " Ea5} along the South line of said Lot 70 a distance of 167. 37 feet to the true point of beginning; thence North 2000135" East along the Westerly line of the East one-half of said Lot 70 a distance of 225 . 0+4 feet to a point that is 30 .00 feat Southerly of , when measured at right angles to, the centerline of S.W. Bonita Road (County Road No. 736) ; thence South 88042132" East , parallel to said Bonita Road centerline 20.00 feet; thence South 2° 00 ' 35" West , parallel to and 20.00 feet Easterly r , when measured at right angles to , the Westerly line of the East one-- half of said Lot 70 a distance of 225 . 53 feet to a point on the South line of said Lot 70 ; thence North 89002121 " West along said Lot 70 South line 20. 00 FE-t to the true point of beginning . REGISTERED PROFESSIONAL LAND SURVEyor ORfG� N JANUA5, 19497 DANIEL (JRTON0 U� u� f1 \ I -- Yll eQ m i � z� i •_. OL 149 Ir r9 •�' I I a 'a ♦ II 'tJ Y" 4- I ly� v a ge v I �' 'e `ate • � •�' '1"•" � 1 tON- Z ociia IOy�I`fI 1'`aN .� ilJ 8�,7?ods 44� Wit �.� .'u.'f J ; I I►�/dfil�l ��'+b,OG•OC J►�A,09'fC �.7P Ol'IAF � I OC --� �C~ �6 ' r /S13 / �Zi C�C� p,vs7 , �/,$CctSSC'GZ //G7gfH �� close o/7:sifP_� „S'y�b�r! �r�iH v✓o+-f-�lre.c� �r��.. c.e> 63-1--413 7] Derr_y S �f�cl !�e i'�2CJ' �?G /�rob6��v� c-t�/TN I N e. /i'1 S l-.��i•�c�.� �i o ✓. d e 4 /T d� c�oSrd c"onc�.r/ -K� 71lC ��7rG�/ `� �f�C. • FN, T�i�/ //C 512/e0/ //l / .�1� �:�5c�vy��H� doGUrYI�'NT �tcyhe/•�/N ��ii5 �h� Lc�"/// //e J /S ,,*710 7:2 qe re% P S e �c.,-oc cu ,�roG�'s5 h �virf q 3.�e�1y bcx'-N .ev�f�red /n� � the P�Serr��.�� s a.-�•�'� be.e.��. J A+ Yl8 AID�S v\o"t �lb,�L -�t� the. \1 v�C 1V�, � `\-Z� o k.A- .2L V-c \plbC._ ._ Qv� �� J%re N\ fAGREEMENT FOR PERPETUAL STORM DRAIN EASEMENT 87046933 For Joint Use and Maintenance Residential Use THIS PERPETUAL EASEMENT, made and entered into this 3rd day of August, 1987 between J2M3 Corp. , an Oregon Corporation hereinafter W led the first party, and RICHARD 0 FIMMEL, hereinafter called the second party, WITNESSETH WHEREAS, the first party is the owner in fee simple of the following described real property in the City of Tigard, County of Washington, State of Oregon, to wit-: EAST 1/2 OF LOT 70, DURHAM ACRES and the second party is the owner in fee simple of the following describod re41 property in the said City, County, and State, to wit: WEST 1/2 OF LOT 70, DURHAM ACRES and said two parcels of real estate adjoin each other; and WHEREAS, the first party desirr,s to grant to the second party an easement and right to use the described storm drain facility now or to be constructed along and upon a portion of one of the parcels in conjunction with any lawful use. NOW, FIRST: In consideration of each party' s desire, mutual benefit, and other valuable consideration each to the other in hand paid, rocoip- of consideration is hereby acknowledged. SECOND: First party conveys to second party a pQrpetual easement for, storm drainage purposes for use in conjunction with any lawful use along and upon that portion of first party' s property described as follows, to wit: THE WEST TWENTY FEET OF THE NORTH FVRTY FEET OF THE EAST 1/2 OF L01 70, DURHAM ACRES. THIRD: It is mutually agreed that each party may use in common with the other party the whole of said storm drainage easement. FOURTH: This agreement should hind and inure to the benefit of, as the circumstances may require, not only the immediate parties hereto, but also to their respective heirs, nt<ecutors, administrators, and successors i •i interest as well . FIFTH: The maintenaniv shall be shared .-esponsibility of the parties and e...ch of the parties shall sharp the cost of maintaining the storm drain facilities and easement the obligation to share maintenarrte costs shall begin when thi, storm drain facility is completed. r Minas (Op nal) h f the -parties ha l' main n I3 ity aurance whi�h� a a minimum, meet,. a staudard he induacry for t articular �th pes ea for which ,tom pr rties re use The insura polic shall the c of th -adjoining p el as an addi�i�onal cured in tonne ion the use o easement. SIXTH: In construing the turf:going agreement, the plural shall. mean a.nd i. :clude the singular whenever the context so requires. IN WITNESS WHEREOF, the undersignedAcorporation has cauf3ed this easement tj be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Bo rd of Directors. 1tr r M3. Co��>> J'2M3 cc)r JrL N ma a of Cor •ratio - cc : labIv Ibv�1 I ��G�PORgT�', ffi r r STATE OF OREGON, 1 Se etary ME�Op1 ss county of Clackamas ugua.t_ 3 l9 87 eared the ahove named August 3 Perrrtefly appeared — -- ' RWAGI;N and J. MARK BE[RWAGEN -'' i ,Al.4W eckilms,tederd rhe foreQoina ir,.tru_ ung first duly sworn, did say that the �� oy+ot,�o:�►b- ��,�,;�/ voluntary art and dNd. ' president and that the latter a corporation, and that 'nstrument is the corporate seal of said was signed and sealed in oehalf of said :oard of directors; and each of them bile for Oregon My' raionexpires: 10-29-88 ;� voluntary act and deed. nn into set my i�d and seal this 3rd day } X12. star Public for Oregon (NOTARIAL SEAL) My C-4mmission Expires: 10-29-88 Approved as to legal description this Z ' day of tt�FisZ'— By: Title: Approved this 271 day of _ wy 1 , 19 g7 . DEPARTMENT OF COMMUNITY OEVELOP�ENT Title: ''i <<rvR ^F- ,a.+,,.,wvr _�.l•,le �lj- %f�f •f r. •t. O w *V 'r •`4.3'x' � •` I 17;0 .�.r S � r4 I N No �. 0 •o A, o� � I - Jv, r) I + 'II• � 0 \ L' '.�1 + 4 I N ILL VI `� F '2�l •9d' P� �� V Q moo,oI = IN �. Gr.00 r� •. f9/s1. -- _ q%- fff if. ieNo 2od9�� 1 9TA7E OF OREGON County of Washington s8 I,Donald W Mason,Director of As9essmew and Taxation and Ex•Officin Recorder of C,1- veyances for said county,do hereby certify that the within instrument of wnung wore received and recorded in book of records of said county Donald W Mason, O�ractor of Assessment and Taxation. Ex Ofllcfo Cnunty Clerk 1961 SEP 14 r 1i 2: 31 THOMAS H. BURTON ENGINEERING & SURV NG. 302 Tigard Plaza LETTER TIGARD, OREGON 97223 (503) 639-6116 _ 3 \ \^ \ I� date To J Z�`\1� `A A G 1\n h��V subject h\'T`T `�:� S��/ C- 1�1 RC�/ 1 S C-- C) S /SLS o C A N L N-1 �3 ��"� ►� o or--t=- f-] Ples" reply ❑ No reply necessary SIGNED BURTON ENGINEERING & SURVEYING Civil Engineers • Land Surveyors 302 Tigard Plaza w Hall Blvd. & Pacific Hwy, • Tigard, Oregon 97223 • 503-639-6116 r JULY 20, 1987 LEGAL DESS"RIv . V FOR : JOHN BEIRw,.GEN JOB NO . 87-200 PARCEL B WESTERLY EASEMENT A str of land in thr 'Northwest 1/4 of Section 12) , Township 2 South, Range 1 West , W4 Ilamette Meridian , Washington County, Oregon , lying in Lot 70, DURHAt4 ACRES, a dilly recorded plat in said County, said strip more particularly described as follows : Commencing at the Southwest correr of said Lot 70; thence South 89" 02 ' 21 " East along the .South line of said Lot 70 a distance of 167. 37 feet to the true point of beginning; thence North 2000135" Fast along the Westerly line cf the East one-half of said Lot 70 a distance of 225 . 64 feet to a point that is 30 . 00 feet. Southerly of , when measured at right angles to, the centerline of. S .W. Bciita Road (County 'toad No. 736) ; thence South 88042132" East , parallel to said Bonita Road centerline 20.00 feet; thence South 2° 00 ' 35" West , parallel to and 20.00 feet Easterly of , when measured at right angles to, the Westerly line of the East one- half of said Lot 70 a distance of 225 . 53 feet to a point on the South line of said Lot 70; thence North 89002 ' 21. " West, along said Lot. 70 South line 20. 00 feet to the true point of beginning. REGlSTE;�D E ROFkSSIONAL �IE1 SURV YOR d OREGON JANI_iANy 15, 198/ DANIEL T. OUHTON a22ae r o E ASEME.N�' n C c/E - W. � .� IS I C�1E 5Lo Fr*� - G LAR / - _ _b To I u 4 u✓e -rUL 5 -\ _ Ol�lITA r" 1 Ll2 W I V I c-S_� S`r u C� ou-r s- o.ooA/FZ -`17i Co 1IX1__�I ir�C� M H +oC� EX NG -. �� _ GAP t�N 4 Ill �L �\ — - 2 ;CaG 4 X 2 O SUMP ----r . 15I I - - _- - c�'' g./ E.XT�Fa — — \N.L *t 1 7'�6 _ - �� e s�: -_ �R. 8 _ o G N -X >r co R u r R11 - _ �E S ^" - ow�-r T!ra1�1 _ . �Vj,J PROvIGE�2� T�=/_ �� ALL.C)W r,n r; rt1 M = •t_ ' t� 8 �3 o,v v _-T . wX l,� 1 o R a 1 sP`l Ali c oUg Q rZ 8 c� 3- L. 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L-O { •IJ I J -I_ 0 �= "T1GAfZ� S-T,gi�1DA12Ds ;- ANL� � S�EG11= � ,�VVER �)C) S AMC TAIL- CITE �8Z � � N I\� Dc vs, 0,0s- �J C-o N`4 S-T-R U C_-T S C� 2-M S Y S �_E 1� G t r r -=-.� _ k -■ Ido D � � c_). / `� - o-a P��a4 0 (ZF1� 012E r��EtV T S • O 7 OI= T i CARD 2C� W/DE SAr�/TAA SEc��E2 _A5EMFbj k Ca��- 1 SLAL� Zo /s I1u irk (��n � .1 IS 5"" r C O N -T TZ.0 C -C V,1��7 E IZ M fA 1 N / h1 y 1)1ZA\-A'� /� S S L.y AND M C TG IZS ZZ MAY /1787 -- 4 J� i 1 1� -rte T'.r e-,4 L p � t\ -T -T \ P.rzO wA-rr✓tZ p 1 s-�RIc� c TANpACz}� s ANC' cF ' ��ot� I 87 - 2Uv -,� --/ ��- -- _ �IvPI= r�. i I I �j✓)�g -�'�L� Y l� V 7/) � . -40 GON STRVC_T d�� \-t c �N/�-Tt_IZ ST. S SAN\•T,q�Zy To ^ CaL-ur"aINC- �oE SLE_-V,, olvs �N ��c ��Eu ° �� 50 �; % I G ;>J t=CD A -T IZ l�G-T C�iZ -r c) c_o Iv t=O 2, o rte, �- i \ C- ARDS !8�' ,-_-� 4 / `� •1 J 7 7 CoN � 2f� C�Ofe, _TO V(EF 2 OF ALL I J ! /V C)-T ALL U A —11"t � L -C) TI dIJ� P1Z\OIZ TG S-T�y 'I` - ONl_ AS- BU1l_.•T N,"\Y1-AR O� /=�.L.,L 11�PtZC>��<= MEtVTs SNAn�urcE , `. _ 1._,�I�•. .-.,•t . �,,t� O I �—'_. `__- -- _ . I � PTZpv\ pL C T�� HL C i y -- ` h: \CZ - -T � S� � � � � l O �` -..1�\ '-1 /"� t�L` I "�"1 b V'C G E,. ,� ' p.;�°I ._ _.,, — '. .•�p•. �O / ! i v1 C3E P S?ov t E L t= \-� S _ Iz"ctrl 1 ,z l -i o H y 7 C?P� 2C_v c V,,I STH N G1AstO �' � .a o h o o tl y f- =--COhANEG71dN , — ,I � 114LET • •...4T'.. .'. -- `.tCJ 1013 0 ) n ❑ U 0 0 G ra 7C d� S1 IV F,, 1 C:LG V AT IpIV \`_ - -� 1 1 o n n n n C3 C SET t h\ yCDR - - ,,.. I ,,) > v,.- S SL'l� ✓C C Olt1-C q o ❑ n iT y RA` -p[:, --- o ❑ ❑ ❑ u w ' T' 7 I -kilo O 101 I I n o ❑ o o n • ! I � ��5 �- �1 } - t—%f a o a ❑ ❑ o c nl I �N S fUc s� / "a t j 00— o❑ a ❑ D o a 14-z-3a, 5 1, t -�r.) a� ►-s oa ❑ u ❑ 0. 01 19� / n o 0 n a 9� CIRCULATION COPY - jZZ - I�Z � o❑ ❑ ❑ hoc f MM. S?A , � 05 � t�,. � b u Ai°iN4QVED FOR CONST,7UCT tN! >! 1� • o a O..❑ d tl F V O ,i• ,v❑ o o ❑ n o � � ISSUEDBv ' DATE � i ^ Iq - T I A❑ a ri , c n , CITY OF TIGARb) Q) M - ,' + o n 0 n n r a y ❑ ❑ n n C ENGR/6FFICF BY DATE ~ rj ,� A.4 ww50!4w,nr:t rpYr 6r - -- -_ su /M M.IIIVr J14�,1•d•!1 0. OA'i OFFICE BY DATEr /9� _'n n-o�u u n o ' lvrr ,;r•r..•..•.ti.1.; R,1: � S GZ ; T LOG OFFICE By OAT' q l n C ❑ C C7 U a .rS rprr •,,a•rr r;n•ro+• •.-r:,•.J .n a ra a ❑ n" ,'I A f GEPJ TEL CO BY TE Q -- � � r7 N.W NAT GAS CO TE Q Q Y QQ ! , f / � � / r G.E CO By DA-TE-7 1 V Q FU'cUKE /JC. W IDTH I �CV 5rAN,..R.i /'^FC.157' ..U14P ;wrAz.LAI:I (�r� V' LS e_ � S S . _._. _ _ O \ /' wILLAM CABLE CO BV GATE? W A, - - --A � J N� Irt WAT DIST. DATE. t\, 1Z lZ �I0 JI q" / FIRE DIST, ev DATE 4 EAG. 1(J I NI z I ` D / O By n DATE � .' 1GAkb �, 7 Z"�• y' I ' INIF.�E .AGENCY By DAVE s 7 �IZ �c�c� -T E / 1 (=C) ST. e> -A Z-77. S N > / S A N I-T P1 2 y EwE TZ V� W � � S •_ /�� 30'31 _\ P��PosE'u c.� Ile- OU c .(3. t Laws �A �-T k f` 20 T=�Z©t.n T s—._J 2d 194 Cv2c� IF U -`- ) SKE S.W. E- OC I 1 A RD. v� �. �I o LoV; ! I' ��E • r= CL o S S - SECT 1 G! \S �� Op rAUi '/ �•� � I �] Svrt=AGS 5A I TA KY 5 i- h/ER PROFILE_ Or o )✓Fr'T No I 1 i `__ ``•'... (�► � i •--� 1 ___ __ - � _ O. O CJ.� I F-C.-`_ _. _ - _— -- -� ` E��. � ,, : Z - I/ER_T-• ' . --�•' 178 -- II --- P SN b 6 �xTv -_ 'L . Gory ST. b' x /77 5 3034 G.✓.G. � /�'' i> Z �,AatiTf\Ky SGwGK PIPE . '> E_c_- . - LC�II72�4_.I iOVEXAF� EX151IAICJ E.LE� lIJI'iE��l U+OG a�-go / +00 -t5U 2tU0 - , DE.I.PWAGEN SEWEF- 0E- �r ,"'•. .., U.wv.-•r.. I r t �•-r� .. -•�•, a, � "�".!`p"'. _ �Mr...... ..,<:_ .. -_. _. Nowr.�i ��•.rdNdVI''!iA!W�°WN�M'��f'1�;'�`y. �' It'�II�I�I�'IIIII�III�ItII�t��1�i1�I+1I��1I1�1�1(Ifll�llf"�`i��l�l Irjt�111�►�r�l)ll�lll(I I(II�IIIII�IIr�r I(iI�I(II`1lIII�III�IIIIIIIII�III rll�lll�ll!�III IIII�Irllll�lll III�It1�IrIlII1 � r 1 1 - 1 J I II I NOTE: IF THIS MICROFILMED - , 2 3 4 5 6 7 8 9 10 ! I—_------ 12• _ DRAWING IS LESS CLEAR THAN THIS NOT IC,&r-TT IS DUE TO � .,?t ALITY OF THE ORIGINAL RAI,..:• pE 6Z 9Z LZ 9? St tit 2 12 12 Ot 61 QI 91 S I 41 E I ZI 11 01 S 9 L 9 S Ir E t 1 SIMON „/'rte ��!IIinIInnIIullnu�uulllnlr!IIIIIII�l111u1t�uNI111II1�alnalliahm�ullulllu1111N'�II�JN11IIt11It1�1InIt� fM�111fI1I11�ttdltllt�H11�11N�1 1u11uuIlIIIIIIn�Il11�IWW�WUI1�Ull�ll1111111Lt�1U11WI�11H - JUNE 24 1992 ., .,.,..._ _ . ..-,.. - .. ., •.vt�•;,,'4f , 'r. I Ar.;I .,'4i,fi► E -��F;^ i ... �'T °e 11AN11ARD CAST IRON FRAME Q COVER )"f/\\�\ wIlL�JUCTIION NOTES: pE7g1l �, 4.N• 11;0' I F, I� FISHED GRADE /Y j I f,� cr. �G 1. Notify Tigard Water District prior to commencing construction. i c �� / All curbs must be in place prior to installin water mains. \ <� 2 MIN 1 III 1 --� `` / -• 19 r 27 All work shall be in accordance with A.W.W.A. standards, I GROUT \ 6„ 1 i 5" � ^' Ib 112 t 1 � � 2.1 3. All work will be inspected and approved by TWA. / IN , IN. \ L1 I.j Ei. 2 , �l/ i 4 2+r2 + r" '� �"�" I 4. Fire hydrant assemb.y consists of 8'• MJ x 6" Pig. Tee, 6" Pig. W x MJ gate valve, 6" MJ x Md holding spool, and Modren Mueller 14' i 22" _ Centurion fire hydrant, A-442, 611MJ, 5-1/4" MVO, 3-port (2-2y" I I I ! 16' 24" NST hose connections, 1-4111, 11ST pumper), 111" Pent Opr Nut., COMPACTED FILL�7 I �` > -� , open left , color: Yellow. All pipe and fittings will be cemr:nt-lined. Pipe will bo r , tyton joint, ductile iron, Clare 52. G Each fire hydrant shall be installed upon a pre-formed con- , I I crete block with 114 cubic yards of crushed 111" drain Cock.. I I . ti Tarpaper will be laid on top of drain tock to separate ror9k 4 1 I I P \ from earth cover. i 450 BEND 7. Poured concrete thrustblocks at least B sq, ft. of bearing O _ P surface at each too, bend, and blowoff location. WYE BRANCH r •'�� `6 MIN 7,500 P$ I R" s3.14-inch c,nvor r 11 .... ntq •e 'r � • r'` CONC., ALL $IDE$. - --'' J� 9. 3_ o. ^±auc •,r•.ivc•= - o' a-. ^ai^e i., • , , 0 ( In easement area, 36" of earth covet' is adequate. e w ,�+ •°, ,e N, . 9. All sanitary sewer lines 10' laterally or 3' vertically of o. �~ I % water mains shall be encased in concrete 6" thick 10' from crossir,a Where crossings are nec.:ssary, they must be made r PROVIDE d SECURELY INSTALL clrY (if IIGARL' at approximately 900 with at least 1B" separation below \ / ) STANDARD PRECAST CATCH BASIN water lin S. -I ----- --- PLf.G *'In RUBBER RING GASKET. ■•.. l0. A11 mains sna' 1 no rested at 150 ai for 1 hour with a max- P,: ax- n •c.0 NONE P" y , �° 4 -'0__ M ---^=9! .d/ .�... I ".•.a• " imum loss of 5 psi . Static p ensure = 95 psi. Pressure- &1 i •'.rlltFL_ __ reducing valve will be req'lircd at each meter, l..stalleO by ITf y•. ; TWE and .*,:.:luded in "cst of c_ch meter. Ir 11. Tigard water District will ins' .� al: copper services prior I 8„ to blacktopping of streets. Metc.•rs will be 1.4.stalled by i0 SCALE V0A, _ CITY OF TIGARD DRAWN Or 7O-el t.` district upnn individual rec)u'v t fcr -tame. DATE 3-/3- 7.51 STANDARDS AOgvO BY r� � --- Q 12. A11 mains shall be cleaned and flushed with notable water r 5TA NDARD CLEAN OUT I prior to disinfection and bacteriological testing in accord- ance with A.W.W.A. standards. OSHA bacteriological tests 1 will be taken by TWD. RCv Oq AriNp MO -_ � -. _•.. _ _ : . •• 73-A - 13. Prior to installation, owner or contractor will advise TWD r of total estimated cor.struct:on costs to which will be added 10 per cent for district inspLrTt.ions, water loss, overhead, administration, sampling, etc. and 2 per cent for '' :g!nL ring ' review, including "as-built" dtdwings, intersection maps, f 7 updating m,aster map etc. This 1 r'uLt be or. deposit priorto beginning any pipeline work. j STANDARD MANHOLE FPAME a COVER-----7 --_ I FINISH GRADE-- �• � IN MOTAR STAN GROUT-- - 4"CONCRETE EXTENSION & COVER--d FRAME _� RING \ I I ..E SURFACE OF •—F h 3,4 GRADE GROUT FII.LET SMOOT STEPS f SET FRAME \� '.QRCUT \ I MAX -- NOTCH LID FOR 0- ---- ter.. \�-`^♦. .� ai'ORM GROOVED IN- ^2� .L-- : --___ V I I OF FLOW IN MORTAR -•� - \ � ' 10" e• L 1 IN- VERT TO DIRECTION % LIFTING HOOK. I RAM-NEIL JOINT I I /I I 7"_- 3 •: --__qR"_- `' --- 4"CONCRETE EXTENSION / _/_ � �� \ � ° MATERIAL_ OR EO'JAL l - RIND INSTALL AS REQUIRED _ ST'Q 48"O • -t TO BRING MH COVER A # / \ (• \ -� -� MH RISERS 2 •1 I 2 ,. FRAME TO DESIGN GRADE / � 12 MAX s• l m o■ 3 n e Q e) -I I\ L .J r .- - \ ---- •.�'-'"1 I 'A^. 4 R N M';F L L E P C E N T J N U', ''1 ECCENf41C 0 \ I w 1 - - - -- •■I I 1 IIPE HYDAAN1, A.rat c •r, v 1wJ MH TOP . '1-- i�� ~�\�� ' 1'%rl SLOPE;-- Ii LUPE '._ NOTE' 5 1/4"MVO, 3 PORT, 10�12!MIN "•. I ------ I I ¢ I, \\�\ I -'� , - - I 4"CONCRETE EXTENSION RING PENT OPR. NUT, OPEN -"' •I RAM-HEK ')INT ' _ t ' \\\ I 1 .y.'..----- / -- -'ter '•I ,y INSTALL AS R:OUIRED TO BRING LEFT, COLOR: YELLOW \I I � •°l „L MATERIAL OR EQUAL \ ,� I I/ 1 {i S} \�� II I •�'I M4N NOLE COVER a FRAME TO \ .. I , ' I I I , / _ J '' _ •,�\ I I •�..p-'.::''I DESIGN GR40E fv1AX. .4 RING). �.p, I 48 ° ° —12"LAYER COMPACTED � \ / _ J • ; O , ll • G I I �I a u` A ` U• a ° •• GRAVEL( 1/4") 2. INLETS/OUTLETS AS REO O + l:._1L-.1 - III I I) 1 ,v • 0 I Cl � I I �� J i� iV - I N I 6�0�� MIN. 2"MAx \ 1 f III :: G_ r , I. � ✓ \ 10 _ G m,r 'Sv4ALK - 'VALVE BOx -STEPS °. I \IL __.\) ----_U ..- - -- �/I 1 - CIT ?"OR Lt SS - I I2 I ' _ExTENS10rJ `- ;J \\ ice,- r•' Jll N 1 N •e•L( "ore Y OF TIGARD �ST'D ♦8" v uRo ■r T. 3 r STANGAFiDS ,-�'r- - cMH RISER-s4• I -+- I OMPACT ED GRANULAR # '1 �� / / - I i!'1 r'-'��i p: -, T -• AACNFILL NOTE \ '` / a.re e-LT-,S r dr�,l - 6 _./� \-_ -� -5 C J N I STAN DARD SHALLOW MANH01 ►'. ��:��=-�- +— —� r: " 'I 0 O •o -'UNDISTURBED I INLETS-OUTLETS A5 REGUIRED, 2'MAx C $0 GOb p EARTE. 2 WHEN SEWER ENTERS ABOVE `� -�� REV cR.rl"• •te I' ' A, Il 0 C' 00 -� / I J 3 A .c■ n-•, A L NV TpI V.,J I� D o/ BOTTOM OF MH FORM A �! I _._ • II / I 's-" � s' w HYJ`tANT G .'I;' �['- .. F L G x MJ 'pIz v P _� FILLET OF GROUT OR CONC ��ra�s- I 1 _ MJ S' I)JI SLOPE AS INDICATED MAKE SURFACE SMOOTH 0rc _ r aI> _ J� GAiF VALVE ( -- r�- t • A o Ir FORM GROOVED INVERT --� --.— --- �( • ° °y e �� D/ TO DIRECTION OF FLOW I - y / I ISI I `! �� • / I�^I--- - - 1iI . MAIN W/MJFFLG ✓ I � :OVER ROOM, • .r 9!�0 A . 0°e ! ;•.e•oa e r A°, ° ,o■ •!�.-12"LAYER COMPACTED { COVER 9 FRAME TO BE MACHINED 7/9• "� F+• 1/2„ ° : u - "r------ - I, d ,Yr/U Wi 7A R PAi i 4 - r � ♦ ' " _� � .••a • 6"1iJx b1J ,r,= TEE (SEE PLAN) BEFORE BACKFILL- =- i' �" � ,-• e LDING SPOOL ZJc I"= L THRUST BLOCK TO A TRUE BEARING ALL AROUND. - �-^ HQBSO. FT, MIN GRAVEL i 3/4"-I/4") !!-!n_✓iiia • SCALE MOM[ CITY OF TIGARD ID.- Ar `';_ DRAIN ROCK =1r'v'r" BEARING 1 I/2= 3/4 CONCRETE PIER Fin_/nom / -BLOCK 19 SO. FT, SCALE JpJ./E 2' SQ. BASE) STANDARDS CITY ^•F TIGARD RArN er J N DATE .-13-T2 AegvD er :V- DATE 3- '5-73 STANDARDS .PRVG ar STANDARD MANHOLE. - -- : fviANH0L � FRAME 5, i 0VE,r� _ � J STANDARD Flf?r`- HYDRANT R(': DRArING N0 u7A Rr S. )I-D, l-�i-1. f 40,1,Y U A1_ P'1 D Ll It YJ C_ If--J S T C 1 .►�C,C c.,. L'! C� c� 7-0—F-11610 V l- : C, E,4SCMErrT vlRCAS TRAVELED RIGHTS Or WAY 7R�NCH wIGTH •: , It00DING . • I ) I I IO" -- MAXtM r1ERNilSSIBLF a • 2"GALY�, (' STRADDLE BLOCK AT NA ,,I i OR ,C ::::.WALK CK OF PVIG 6 ABOVE _ TDF OF PIPE MAT ur.,.', ' - --r 12.-0" CRuSHEC ROCK, CLE-:*- Irl 1 OE•rSE METE-r1 ,x ST, HARD AND CCMPACIED 4F I G•'•'IC ,.TL _ PIPE SIZE TRENCH WIDTH �I - - - OGK DETAIL: a^i 111_111 •� "• _ • .. .•. ` 4.:'"' �/: fit- ._ '.-._'-•---...-- r---_ -_-_. cell-_ :111811 In.-;=rl:.cI,IS Ip=I", p,^,I Ill Fill ri l'A' . - - -- I �• V � ) �'; CONCRETE THRUST BLOCK . 2` C -L SEE STRADDLE BLOC SELECT GRANULAR MATERAL -METHOD. V 4 F TAIL FOR OPTIONAL'"� IN PIPE ZONE C'BRASS(AMERICAN MADE, - --•------- /,r `AWWA APPROVED) GATE VALVE 2•SHORT 777, k _ „ _ . - — --- - ----- 90-E LL NIPPLE TT ,, -- r �- ,,.., •,, so• LL _---- - _. . ._ .a � rte- i ,p• �.° :,�[t: ..... _ _ _ i% 2"GALV. PIPE' T,J. PLUG OR M.J. PLUG/CAP W/2•IPT ' _ ._.. '. I[I,. • , —_ 4�" .MIN of 014 T STANDARD BLOW OFF ASSEMBLY ._:___n,. WATER L !lV E DE T A /'L S ,IGARD F rARDS 1D 42" S r. STANDARD TRENCH t3'7 Zr.�)o AIR I 73 -A - 3r• HE I RWAC5EIW SEWER 11 OF Z ( III JPK •.r -� - rue . �!IM •r'_.., e._.aa.;Fw..,eaAwr N11)� >I�"*(I"'"+sxR■ERI*•T-.w+n � ^III r - rrII1r -rILI.. r , ' 1 �,�_ _ I �. 2 3 4 5 6 7 8 A 10 11 12 _ NOTE: IF THIS MICROFILMED _ — DRAWING IS LESS CLEAR THAN THIS NOTI,C rf-TT IS DUE TO QUALITY OF THE ORIGINAL • " DRAWING. --- ne et 9? tt 9? Sz rt Ei iz la oZ ar 91 to sI si frI ire z1 Ir or �01 9 c 9 5 r E z junto" ,,�'- ,«,��uuluuluulunl)n)I�u�b�ulm��,unlunlllallu�L�ulNr,SIF►NI��11u��fnulrral�►ullurinnlu111rnrinrrlr►rfl�►rrlrn►ir�rulrlur�llrnlrmluuhl�r�tt�duu�m�Im��wlt�1111�rlurri�rlllrullrurlrirrllw�g!�Iu�uub�u�wll�u��rulrl�l�Whar . Ir 24 1992 �. ....� _ , CORPORATION STREET DEDICATION KNOW ALL MEN BY THESE PRE'.ENTS, that TQM cc) orattgn do hereby dedicate to the Tuhlic a perpetual right-of-way for street:, road and utility purposes on, over, across, under, along and within the following described real property In Washington County, Oregon: Exhibit "A" (attached) To have and to hold the above-described and dedicated rights unto the Public forever for uses and purposes hereinabove stated. The grantor(a) hereby covenants that they are the owner in fee simple and the property is free of all liens and encumbrances, they have good and legal right to grant their rights above-described, and they will pay all taxes and assessment@ due aid owing on the property. The amount paid for this dedication is = -0- IN WITNESS WHEREOF, the undersigned corporation has caused this Street Dedication to be executed by its duly authorised, undersigned officers acting pursuant to resolution of its Board of Directors. J?IL�Qrr�ration Co N% Nare of Cc oration — ,- aPoq �i -E" - : GC. orf•' i Pr at L l/ I ac Lary ••..• C• STATE OF OREGON ) �� E0014 @9. COUNTY OF WASHINGTON) Personally appeared and_ who, each being first dul sworn, did say the t e f :mer i� the -J President end the the latter s the secretary of � ,yj ..�r� a corporation, enO-the seal affixed to rhe fore90rng instrument is the corporate seal of said corporation and that said Instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each of them acknowledged acid instrument to be its voluntary act and deed, of _ IN TESTIMONY WHEREOF, 1 have heradnto set my hod and seal this 3rd day Auauar , 19 87 OL4.AI (NOTARIAI, SEAL) of y Public for Oregon My C.9thmission Expires: 10_29-eEi Approved as to legal description this day of T Approved this idy of ' I I 2173A/24A 7 as " MAY 5, 1987 DEDICATION DESCRIPTION FOR : JOHN BEIRWAGEN ,JOB NO. 87-200 STREET DEDICATION DESCRIPTION Description of a portion of Lot 70, "Durham Acres" , located in the Northwest 1/4 of Section 12, Township 2 South, Range 1 West , Willamette Meridian, Washington County , Oregon, to be dedicated to the public for right of way purposes, Said tract described as follo-Ns: Commencing at the S.W . corner of said Lot 70; thence South 89° 02' 21" Eastalong the South line of said LoL 70 a distance of 167 . 37 feet ; thence North 2° 00135" East along the Westerly line of the East one-half of said Lot 70 a distance of 225.64 feet to a point that is 30.00 feet Southerly of , when measured at right angles to, the centerline of S.W. Bonita Road, said point be-ng the true point of beginning, and said point being located at Station 18+05. 14, 30.00 feet right, with said stationing based on County Survey No. 20,387; thence continuing North 2000135" East 10.00 feet to a point on she Southerly right of way line cf S.W. Bonita Road (currently a 40 foot right of way) ; thence South 88° 42'32" East along said Southerly right of way line 145.61 feet to a point on the Westerly right of way line of S.W. 81st Avenue (currently a 40 foot right of way) ; thence South 1034156" West along said Westerly right of way line 234.77 feet to a point on the South line of said Lot 70; then^e North 89002' 21" West alo nr said Lot 70 South line 5.00 feet to a point that is 25.00 feet Westerly of , when measured at right angles to, the centerline of S.W. 81st Avenue; thence North 1034'56" East, parallel to arid 25 .00 feet Wester1v of said S.W. 81st Avenue centerline, 224.80 feet to a point that .is 30.00 feet Southerly of, when measured at right angles to, the centerline of S.W. Bonita Road; thence North 88442132" West , paralLel to and 30.00 feet Southerly of said S.W. Bonita Rodd centerline, 140.69 feet to the true point of beginning. REOIBTaRRD PROREBSio! LAND SURVEYO�wRA txT- M �`' OREGON JANUARY 15.1987 [DANIEL T. BURTON 62248 s� s !0� c� Ja Ole b'ON/7A a 7' ANNIM ,0�y b��c `� _ PARCEL { h 8909 Sq. fl. Q y 02045 Acre 9 `� I PARCEL •6- 8766 Sq Fl. 0 0.20/2 Acre ( � R� 0 ! a a PA R C E"t ( I Qo ' R 0 b � G l4, l99 S Fl \ �. 0 .3260 Acre ' 'G7 37 s'r ��cA ION �4?�,t ,vBgeOz .z ,,.w` __ •A Poe y y L' I NA RRA T/ VE 'SE U! rN/S SUrvvt ►' /S r0 CREATE 4 MINOR rw ti ,•i r,O4 rHt F4 S r //2 OF I.Or 70 DURHAM ACRES;" A OULY RECORD( I r /A.' WA SN/NG rOAI CObNTY, OREGON .'c/N, MONUMt N r5 4L UNG rNE CEN rENL INE OF S W BUN/to ,0140 Ar SU /6i I;? 47 AND 56+2488 4,5 SFr /N P5 wJ, AND USED SAID MONUMENTS AS rHE BAS/S AF BEAR/NG FOR 'HIS SURVF'Y HF[ h rhF ,SAME- BEdH/NG 45 ,°S 20.38' AL(?tir. . it f 0 .9'rE A, 'w )/ ' N q/s� .irr4t r T(-) r cr/,.U/ l SIj ro,r . s. , Page 1 of 2 AGREEMENT FOR PERPETUALSTORM DRAIN EASEMENT For Joint uv- anal ni.iintenancc. Residential Use THIS PERPETUAL EASEMENT, made and entered into this :� 19 F-1-7 between J2M:3 Corp. an ()rekun Cnrporatio❑ � � herein ter called the first party, and RICk Aijp O.'IMMEL hereinafter called the second party, WITNESSETH WHEREAS, the first party is the owner in fee simple of the following described real property in the City of Tigard, County of Washington, State of Oregon, to wit: EAST 1/2 OF LOT 70, DURHAM ACRES and the second partv Is the owner in fee simple of the following described real property in the said City, county and state, to wit: WEST 1/2 OF LOT 70, C11'RIIAM ACRES and said two parcels of real estate adjoin each other; and WHEREAS, the parties desire to grant to each other an easement and right to use the described '[ural (11'aitt tarklah now or to be constructed along and upon a portion of both of the parcels in conjunction with any lawful use. NOW, THEREFORE, in consideration of each party's granting to the other an easement hereinafter described, and other valuable consideration each to the other in hand paid, the receipt of which is hereby acknowledged: FIRST: First party conveys to second party a perpetual easement for ytortrl drainatio Irurposes for use in conjunction with any lawful use along and upon that portion of first party's property described as follows: to wit: SECOND: Second party conveys to the first party a perpetual easement for 4111111 drainakn, purposes for use In conjunction with any lawful use along and upon that portion of second party's property described as follows, to wit: THIRD: It to mutually agreed that each party may use in common with the other party, the whole of said ,t rn iir.ani.igL• UASVIVOnt , including that portion thereof situated on the property of the other party for ingress and egress of "- uses incidental to any lawful use of the property. CORPORATION Page 2 of 2 FOURTH: This agreement should bind and inure to the benefit of, as the circumstances may require, not only the immediate parties hereto, but also to their respective heirs, executors, administrators and successors in interest as well. FIFTH: ( ) The maintenance shall be a shared reaponaibili of the a�rt}�,a and each of the parties shall share the cost of maintaining' to eliaemenE` The' G obligation to share mainte•tance costs shall begin when the storm drain la 111ty t� t rnnUk•tr•t1, �*ZI11 (O�bnal) Each�,f the parties he 1 maintain -Ilt4Jlity ynsurance -lt, a a minimum, meet--Oe standard he industry fur ;particular types es for which the pr rties are ,se The ins•:ca polic shall nam the o of the adjoining p \ as adds onal cured in conne ion th the use o `t�' easement. l SIVIIi:: . In construing the foregoing agreement, the plural shall mean and i,:clude the singular whenever the context so requires. IN WITNESS WHEREOF, the undersignedAcorporation has caused this easement to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Bo rd of Directors. And ?� s c c�bf j2M3 Corretia corp. s ��M•.'...-. A I'l Name of •' •. 111 Nie •F t�,�tv t>Duti� aPOR Gp. qTE,•. lid e t f <.•�;rar,r Or ole8ron, l '• Crwnlr �r Clackarnati I" Se etary ..` REaU. r AU9ust 3 l0 87 v 1'rr-nallf ePPeared rhe nhute nnm•-d August 3 , 1987 RICHARD U. FIMMEL -- JRWACF.N and 1. MARK HI IRWACI:N end nckii—ledged flip loreocina inerru Jing first duly sworn, did say that the his t•afunmrr met and deed president and that the latter corporation, and that :1Cut Instrument Is the corporate seal of said 10MI - � `l�l�R- �� t was signed and sealed in behalf of said Cn rr lem rnr OrpRen board of directors; and each of them Mr m",.,On repirpc 10-29-88 ;to voluntary act and deed. i v.eunto met my and seal this 3rd day r star Public for Oregon (NCTARIAL SEAL) My g4mmission Expires: 10-29-88 Approved as to legal description this day of _ 19 By: ritle: Approved this day of DEPAR'rmF,NT OF COMMUNITY DEVELOPMENT By: Titlet fRRtnw/t1h�Rv1 Al QZl� ... ..... � Z m �; I �; - ,oo•oo- I 'i V) T � 'h a Q Nrloz ` I G I h .oz ► N s ' 4 f cw. .`� ,,_ 1 I �1 � N 1 ,�r,6o ,, •-� � DLt�r'c; �i is � [1'�.� ,•G A(ei Q 1 � I D lt�oanah Oounty� Oros i To Dete Time 'da WH YOU WERE OUT M .— of.,of N.` Phone FTELEPHONED PLEASE CALL CALL WILL CALL AGAINU RUSH Message — i vd-51 V�` r SANITARY S STORM SEWER COMPLIANCE AGREEMENT 1-14IS AGREEMENT dated this 24 14- day of Ju 1987 , between the CITY OF TIGARD, a municipality of the State �o Oregon, hereinafter termed the "City", and J2M3, an Oregon GDrporati.on, hereinafter termed "Petitioner" . W I T N E S S E T H: WHEREAS, Petitioner hots applied to the City for approval of construction of public mainline sanitary and storm sewers, to be known as the Beieiwagon Sanitary & Storm Sewr�r Extention being within the boundaries of an area described _ on the attached Exhibit "A", and by reference made a part hereof; and WHEREAS, the City of Iigard requires applicants for construction of public sewers, and appurtenances thereto, to submit to construction plan review, construction inspection and testing, and, further, to provide performance assurances, to grant public easements and to remit payment of relevant fees and charges; and WHEREAS, the City has approved and adopted the Standard Specifications for Public Works Construction Oregon Chapter APWA, for street, storm drain, structure and related work, and Unified Sewerage Agency Sanitary Sewerage rules, regulations and specifications for sanitary sewers via Ordinance No. 84-58 and amendments thereto; and WHEREAS, the public sewer improvements to be constructed by the petitioner are incomplete, and petitioner has nonetheless requested that the City permit granting of easements to the public, and the parties herein named desire to protect the public interest and assure that the improvement will be installed as required and completed within the time hereinafter set. forth. NOW, THEREFORE, in cor.sidcration of the foregoing promise and the revenants and agreements to be kept and performed by the petitioner and p(O itioners surety, IT IS HEREBY AGRELD AS FOLLOWS. 1 Petitioner shall proceed to complete all public -,ewer improvements shown on tho improvement plan, approved by the City of Tigard and prepared by Burton Engineering & Surveying (Tiga d�RLdated _�-19-Q/ said improvement to be completed no lat, r than one (1) year from the date of this agreement and Petitioner lmreby agrees to rnmply with, all rules, regulations and specifications set forth by the City and, to use only such materials and to follow such designs as is required to conform thereto. Petitioner shall provide certification of installation cot,rormance and one as-built mylar, both stamped by a registered civil engineer, to the City prior to City inspect:ion of petitioners improvement work for City conditional acceptance consideration. to a-,sure compliance with the rity' s requirements and the provisions thereof, pt itir,ner agrees to (obtain, providr and tender to the City , a •;urety bond(s) in form approvr+d by the City, with liability in an amount. c*,4ual to the .ontract price of 57,400.00..._._ prior to City issuance of e permit or approved construction plars for construction of •aid improvements Petitioner' s contractor shall be licensed, bonded, and insured. /3 . In the event that the Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time specified, upon ten (10) days notice by the City to the Petitioner and the Petitioner's surety, 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 the Petitioner and the Petitioner' s surety and in the event the same be not paid, bring an action on said bond to recover the amount thereof. In the event that such actio., be brought, the Petitioner and the Petitioner' s surety shall be required to promise .and agree to pay, in addition to the amounts accruing and allowable, such sura as the court shall adjudge reasonable as attornev' s fees and cost 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 surety, specific performance of the contract and compliance with the standards adopted by the City of Tigard, and in any event, in a like manner, the City shall bc, entit.lc•d to recover such sums as the court may adjudge reasonable for the City attorney' s fees and cost, both in the Trial Court and and Appellate Court, if any. 4 . Petitioner, concurrent with the execution hereof, agrees to pay the following fees and charges: a. A plan check and inspection fee to cover the cost of City review of public mainline construction plans and, in the City's interest, periodic inspection of mainline construction (except building connections) in the Ai..jun:- of S 696.00 b. A connection permit fee to cover the cost of processing building sanitary sewerage connection permit applications and performing inspection of building connection(s) . Said fee to be determined, levied, and paid prior to connection of building se ars to (this) public mainline sewer. c A surchargv to connect direr+ ?,,- ,r indirectly (strike inapplicable word) to an existing public ma:nline sanitary sewer which was installer' without cost to the Pet.tioner. Said surcharge to be determiner:, levied, and paid (by the Petitioner) in accord with terms of agreemert between the City and N.A. _ d . A me, .,.niy sewer service charge for use of the public sanitary sewer system. `�. While the City agrees to make periodic inspections as in the City ' % judgment is necessary to assure compliance, the Petitioner agrees to provide certification that th-e improvement has been installed in accord with laity standards and the approved improverent plan, said cert.ifi; ation to be signed by a registered civil engineer 6 The Petitioner agrnes to provide the City with 49 hoer advance notirr> ut commenceu:^nf of constru( tion and, also, 17 hour advance notice it roquested field inspections 7 The Petitionor agrees to insure that Petitioner' s engineer obtain% accurate as—built. (field) construction records of said sewer installation and, also, agrees to insure that the City is fLrnishod with one accurate as—buVt mylar thereof and, further, with accurate legal descri-Itions of all necessary easements R. At such time as all public improvements have been (.,)mpleted in ect..ordance with the City' s requirements, Petitioner shall submit the a7-,re5aid "certificate of installation conformance" to the City to notify tine City of readiness for conditional acceptance inspp,-tion and, then, upon notification by the Department of Communit, Development t •at the requirements of the City have been met, the Petitioner will submi,: to the City a good and sufficient guarantee bond, if n,,t already provivad with the performance bond, form approved by the City, to provide for correction of any incomplete work or any defective work or maintenance b4?coming apparent or arising within one (1) year after conditional acceptant- of the public improvements by the City, 9, Upon receipt of certification from the Department: of Community Dovelopmant that, all requirements have been met, and a one year Guarantee Bond, the City agrees to conditionally accept the public improvements subject to `he requirement of completion of all work and correction of deficiencies, .+ -Id maintenance, for a period of one year. 10 Petitioner agrees to correct any defective work and to perform any maintenance, upon notification by the city, arising during the period as her•pi.nabove set forth. 11 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 boon met, the Council agrees to accept said improvQments, for operation and maintenance responsibility, and release the PQtitioner's guarantee bond. 12 . That Petitioner, in consideration of City approval of the application to construct public mainline sewer within the boundaries of easements held by or to be held by the City, does hereby covenant and agree to save, hold harmless and indemnify the City, its officers , agents and employees, for and from all claims, demands, damages, and aach and every other obligation that can or could ariso from the neglect of Petitioner, his officers, agents, contractors and Employees, or from trespass upon property outside of the easement area, incliding attorney' s fees and costs, if any, necessarily incurred by the City in defending against such claims, with the intent and purpose that t-ie City shall be made whole with respect to any amounts it may be required to pay or be held liable for in connection with exercise of real or as±umed privileges afforded Petitioner for sewer construction purposes . 13 The parties hereto adopt tri, 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 tha execution of this agreement at or prior to the time this agreement is executed on behalf of the City Petitioner further agrcos to maintain said bond in full force and effo( t until otherwise authorized by the City in writing. 3 IN WITNESS WHEREOF, the parties have executed this agreement pursuant to authority vested in each of them. CITY OF TIGARD: PETITIONER: J2NI3, an 0 exon Co ration Director of Community Development It i (Attach Notary Acknowledgement hereto) Corporate Seal STATE OF OREGON ) )Ss. County of Washington ) personally appeared '3_ohn 0. Beriwagen and 0. Mark Beirwagen who, each being first duly sworn, did say that the former is the co_r o� rate president and that the latter is the corporate secretary of 72M3, a corporation, and that the seal affixed to the aforegoing instrument is the corporate seal of said corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each of them acknowledged said instrument to be its voluntary act and deed. otary Pdli for Orego�q�� My Commission Expires: .rf, 1 Return Signed Copy to: J2M3, an Oregon Corjporation 15123 S.E. McLoughlin Blvd. #16 Milwaulkie, Oregon 97267 _ PH:dmj/07145) _-._ ..- . a.•:f�n.: w�11ta+Sii.'�i.todiru:.._..__ . •, w FOR : JOHN BEI AGEN JOB NO. 87-20U eE::X1--1/4317—. PARCEL A NORTHERLY EASEMENT A strip of land in the Northwest 1 /4 of Section 12 , Town sh11) South, Range 1 West , Willamette Meridian , Washington County Oregon , lying in Lot 70, DURHAM ACRES, a duly recorded plat in said County, said strip more particularly described as follows : Commencing at the Southwest corner of said Lot 70; thence North 2126118" East along the West line of said Lot 70 a distance of 235. 57 feet to the true point of beginning , being a point that is on the Southerly right of way line of S . W . Bonita Road (County Road No. 736 ) ; thence North 88145 ' 17^ East , along said Southerly right of way line 21 .07 feet to an angle point thereon ; them 1 continuing along said Southerly right of way line , Soil t11 88142 ' 32" East 141 . 57 feet to a point on the Westerly line k,f tilt, East one-half of said Lot 70; thence South 2100' 35" West itun't said Westerly line 15 .00 feet ; thence North 88142 ' 32 " W e s I parallel to and 15 .00 feet Southerly of , when measured at 11gtit angles to, the Southerly right of way line of S .W. Bonita Road , a distance of 141 .05 feet to an angle point; thence cont. inuinq parallel to and 15.00 feet Southerly of said S .W. Bonita Road right of way line , South 88145 ' 17" West 24 . 70 feet to a point on the West line of said Lot 70; thence North 2126 ' 18" East iIonq said West line 15 .03 feet to the true point of beginning . PARCEL, B WESTERLY EASEMENT A strip of land in the Northwest 1/4 of Section '. .' , Township 2 South, Range 1 West , Willamette Meridian , Washington County , Oregon , lying in Lot 70, DURHAM ACRES , a duly recorded plat in said County, said strip more particularly descrihpd as follows : Commencina at the Southwest cornet of said Lot 70 ; thence South 69" 02 ' 2.1 " East along the South line of said Lot 7f) a distance of 167 . 37 feet to the true point of beginning; thence North 2100 ' 35" East along the Westerly line of the East one-half of said Lot 70 a distance of 225 .64 feet to a point that is 30 .00 feet Southprl � of , when measured at right angles to, the cent.or. line of S .W . Bonita Road (County Road No. 736) ; thence South 88142132" East , parallel to said Bonita Road centerline 20 .00 feet ; thence• South 2100 ' 35" West , parallel to and 20.00 feet Eastprly of , when measured at right angles to, the Westerly line of the East 011v- half of said Lot 70 a distance of 225 . 53 feet to a point on the South line of said Lot 70; thence North 89102 ' 21 " West along said 1,ot 70 Sout h 1 i nrr 20. 00 feet to the t rue poi nt of h(-,-1 i nn i nq . REGISTERED PROFESSIONAL LAND SURVEYOR /30 oz Mtes S.W BON/TA 3.25.. h 1 BASIS fd� p ,�� iM OF ---- _-- .. ice,,' •. .�.._..��.� I 7"t 01tr ®909 So Fr 0r 02041 AcreQrc PARCEL 8266��F v on0 201, Acre y v t1 h e `J N I t y h Farce/ rr h h) ..� O� PARCEL _ `�• •0 I 11•x' 1! y ) 7260 Acre 147 • _ 1 ,2 r /+ �r• t I V 1L..E vAck AO r Lisa B50 S.1�, sc.1-A!, ; (►. 9 Z Z.Z S AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVIl1C5 ACCOUNTS OR DEPOSITS Thin agreement is for the purpose of fulfilling the requirements of gauig=y and aurin s-,Wcr Compliance Agreement dated 7- '4 -B7 between the City of T:eard and 121v13 an Ort_ coruLLrAU n and is entered into by the Depnsitorj2M3 . Corp_ and ORPC(1_N LND_ PP.2_ .R_ inionTrustee. The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at Its discretion the payment of all fund's or securities held by OREGON INDBPENDANT FEDE;R.AL CREDIT' UNION as trustee in the amount oflizaoo in Savings Account No. 2886-0 or Deposit No. or Time Deposit No. In the in accordance with and for the purpose q� j3onding sanitar,, ,1,,ini sever improvements described in the above ststeduultary +lid Storm y Compliance Agreement. It is understood and agreed that the TRUSTEE will hold such funds or securities in the amount of 17,40() until an authorization or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Prinicipal Funds with City of Tigard signature only, 1n the event of Non-Performance. All fund deposits shall be renewable at maturity and at rates and terse in effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything ccntained herein to the contrary. That the account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at , Oregon. This 24 � _day of J, 19 19 S7. Signatu p of Deor 12Mby � 4'1'_ e io123 S.B. NIQ L.outdilit Blvd tt16 Milwaukie, Oregon 47267 PI1, 654-5066 Signature of City of Tigard f Address / 13 1 S L,) 11�e If 71POfttfit,UK ACCEPTANCE The undersigned hereby accepts the funds or securities deposited in the amount of S1 _ this 24th day of J" , 19 87 , and hereby acknowledges receipt of the Passbook Savings account o. 2886-0 or the Certificate for Deposit No. ; or certifies that there is no Peeabook issued for this account. It is urther agreed that said account will be held for the ines and purposes above stated until authorizatinn for disposition is granted by the City of Tigard. Authorized Signature .Msec, , OREGON 1 NI7EPENDENT FEDF A CREDIT UNION, TRUSTEE 1•.44P) PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME: z t� � +�n � � cc,ra. DATE:r 'Z4 ACCT. b DESCRIPTION _ AMOUNT 10-22000 Refundable Performance Bond Deposit $ _ 10-43500 _ Si9n Permits HOP TU $. o , 10-4360Q— Public Sewer, Plan Check/Inspection Fee $_ z �3 .' 10-43600 Public Storm Plan Check/Inspection Fee $ 10-4 1600 /Public Imovement Fee $ Z ` 10-43600 Street Opening Permit j - �a 1001 INDEPENDENT OREGON dhv FEDERAL 656-2882 4611 . 'REDIT UNION DAM PAY 7/24/8.7 D Q L L A F'S .. - IV D -- +=t t=t �4--art U- TO To THE ******696.01-) ORDER OF CIT'Y' Of T I GAP D OREGON 04DEPENDINIT PEDERAL CREDIT UNION FOR JOHN BEIRWAGEN 1100 3 LO Sum 1: 12 3000 2 201: 138 0006 2a&11' 10-220 _ Refundable Hid Deposit !/ TOTAL. $_. __. C ' ' 1045P/002.3P CITY OF TIGA K+ No. 24277 13125 S.W. HALL BLVD. P.O. BOX 23397 Date_Z , 'i .� I TIGARD,OR 97223 Name Address Lot Block/Map Subdivisior,!Address� Permit #'s Bldg. Plumb Cash Check Sewer Other Other Rec. By '+cct. Nu. Description Amount 10432 Building Permit Fees i 10.431 800 Plumbing Permit Fees 10-431.801 Mechanical Permit Fees 10.230-501 State Bldg. Tax 10.433 Plans Check Fee 30.443 Sewer Connection 30.444 99wer inspection 51-448Street Syst. Dev. Charge _ ^ 52.449.810 Parks I Syst. Dev.,Charge 52.449 820 Parks TI—Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax 10-434 Alarm Permit 10.227 Bail _ 10.455- Fines • Traffic/Mlad/Parking — 10.230 CPTA Traffic!Mlsd!Vic. Asst. 10.45f, Indigent Defense 30.122.401 Sewet Service/USA Y_ 30.122.402 Sewer Service/City 30% 30.123 Sewe )vice/City Malnt__� —16712_5 _Gn'ma t c h 1.124 Storm Drainage q Bancroft rin Pymt. —40747-1 -- Bancroft Int. Pymt. L:L TOTAL ( I CUSTOMER July 21, 1987 C1TYOF TIIFARD OREGON J2M3, an Oregon Corporation 25 Years of Service 15123 S.E. McLoughlin-Blvd. #16 1961-1986 Milwaulkie, OR 97267 Attn: Mr. John Beierwagon Re : MLP 87-03 (Firrmel) Public Improvements gear Mr. Beierwagen: Enclosed, please find the Compliance Agreement and Performance Bond ( forms) for said project . After signature thereof by the principal(s) and notary and, in the case of the bond form, by the surety, please return both d .cuments for final processing. After City execut+on and acknowledgment , a copy will be transmitted to you, for your file, by the City Recorder . Subsequently, thereafter, the approved public improvement construction plans can be issued upon receipt of a check, in favor of the City of Tigard, Oregon, in the sum of $ 696.00 being the said agreement (therein stated) deposit/fee(s). Yours truly, .John S. Hagman Engineering Technician .JSH:pjr JoL,, ''C�y►M.` 51�1�4�t.��J •N S f�'��►�,.a/ r 13125 SW Hall Blvd.,PG Box 23397,Tigard,Oregon 97221", (503)639-4171 -- ----- ---- THOMAS H. 6!'-TON JOB Zo Cc ,g:�ey �_ 1 ENGINEERING & S.- VEYING ----- �- 302 Tigard Plaza SHEET NO TIGARD, OREGON 97223 CALCULATED Bv_,Lf} ._ DATEZo�� (503) 639-6116 C�C � .1r_c 4 7j p CHECKED By DATE---.. Mr o V Jci t/ �tCCALE -5-W Cv S 7- Y .oma 3 moo. Z� 2, d'—roc SAH, Sic✓, /` 'foS �?o� 3 20,0— p He C�i��j 2 7S�.�a / ,�� •'� M u�j n 60 S, �C Ajwtituf '9n/y, 4F«4 Z.)D.03 Zoo, 0 )r 8-i�,�L, tfz-,- yYG/��s c C-R, S�c�,oc, .od, v J i,; ik�.�, 131�� a-F� i4 ss% �� / zoo J� DoT v �►3 � (/ � Vol�l�t�Cr4ke ��lC, 23S /�� 0� � 7C0 � C'4 /C,' M)")z-T �5-f- Sf��v�+-� _��w c ri E�C-L, 1 1�600, /� 6 0t), 4 �E� PROF�s C�C7 .+,GINE OpI�ON N"W ra I rW rW4 G,Mw w,„81411 rr♦ BURTON ENGINEERING & SURVEYING -� Civil Engineers • Land Surveyors 302 Tigard Plaza • Hall Blvd. & Pacific Hwy. a Tigard, Oregon 97223 a g 503-639-6116 JULY 20, 1987 LEGAL DESCRIPTION FOR: JOHN DEIRWAGEN JOB NO. 87-200 PARCEL A NORTHERLY EASEMENT A strip of land in the Northwest 1/4 of Section 12 , Township 2 South, Range 1 West , Willamette Meridian , Washington County, Oregon , lying in Lot 70, DURHAM ACRES, a duly recorded plat in said County, said strip more particularly described as follows: Commencing at the Southwest ccrner of said Lot 70 ; thence North 21126118" East along the West line of said Lot 70 a distance of 235. 57 feet to the true point of beginning, being a point that is on the Southerly right of way line of S .W. Bonita Road (County Road No. 736 ) ; thence North 88045 ' 17" East , along said Southerly right of way line 24. 07 feet to an angle point thereon; thence continuing along said Southerly right of way line , South 88° 42132" East 141. . 57 feet to a poir_t on the Westerly line of the East one-half of said Lot 70; thence South 2000135" West along said Westerly line 15 .00 feet ; thence North 88° 42 ' 32" West , parallel to and 15 .00 feet Southerly of , when measured at right angles to, the Southerly right of way line of S .W. Bonita Road , a distance of 141 .05 feet to an angle point; thence continuing parallel to and 15 .00 fees. Southerly of said S.W. Bonita Road right of way line , South 88045 ' 17 " West ')4 . 70 feet to a point on the West line of said Lot 70; thence North 2026 ' 18" East along said West, line 15 .03 feet to the true point of beginning . RMISTERED PROFESSIONAL LAND SURIf EYOR OREGON JANUARY 15, 1987 DANIEL T. BURTON NV48 t BURTON ENGINEERING & SURVEYING i Civil Engineers • Land Surveyors 302 Tigard Plaza * Hall Blvd. & Pacific Hwy. • Tigard, Oregon 97223 503-639-6116 JULY 20 , 1987 LEGAL DESCRIPTION FOR : JOHN BEIRWAGEN JOB NO. 87-200 PARCEL B WESTERLY EASEMENT A ^trip of land in the Northwest 1/4 of Section 12 , Township 2 South , Range 1 West , Willamette Meridian , Washington County, Oregon , lying in Lot 70, DURHAM ACRES, a duly recorded plat in said County , said strip more particularly described as follows : Commencinq at the Southwest. corner of said Lot 70 ; thence South 89° 02 ' 21 " East along the South line of said Lot 70 a distance of 167 . 37 feet to the true point of beginning; then_ North 2° 00 ' 35" East along the Westerly line of the East one-half of said Lot 70 a distance of 225 .64 feet to a point that is 30 .00 feet Southerly of , when measured at right angles to, the centerline of S .W. Bonita Road (County Road No. 736) ; thence South 88042 ' 32" East , parallel to said Bonita Road centerline 15 .00 feet; thence South 2000 ' 35" West , parallel to the Westerly line of the East one-half of said Lot 70 a distance of 225 . 55 feet to a point on the South line of said Lot 70; thence North 89002 ' 21 " West along said Lot 70 South Line 15 .00 feet to the true point of bectinninq . E01 GISTERED ESSI'ANAL SURVEY)F OREGON JANUARY 15. 199) DANIEL T BURTON 42240 w� v s o c UIL (z GF lj�inS .�,tG o�Nl N 08 z oo s 9 N ti IF, -51. ,Are/A/ �• 1 J N y� ` I v •J tF~ n •mizu Ryo row I N ti 1 \ ~� \ I � d 16 r i 4 •` tae It C3 {. - 6s/i f - �- -— sow 2rL E9i-- _ �✓ 1. \ t `r ��-tea. � ( • tz 1.�+,os•rc ��ec•rr � �+'�i of is '(� �or�< n _ W wl d �r s MEMORANDUM CITY OF TIGARD, ORWA)N DATE: 7 T0: � �T;rC)A/S FROM: -JINN 1-11�c/- IJAI Engineering Office RE: Public Improvement Construction Plan Review Request 0 9c 1,e cc.w6 EN 0 SONZ> I=AeA NU. 4- Please Please review the attached plan, ccmnent thereon, acknowledge review in the space provided and return it as rapidly as possible; (preferably by Thank MMOAAMAIRMLMIN UNIFIED Date -_ -7-/15;87 u SEWERAGE AGENCY File 150 N. FIRST AVENUE Project HILLSBORO, OREGON 97123 Subject .Toho(503) 648-8621 To — __._City of Tigard Item Copies Date Description 2 Approved plans for above_ project._ ❑ as ij requested Remarks ❑ for your information ❑ for your approval Elfor ycur review ❑ return requested From 81-419 ," ,� � �' t CON Ste'• S " D.Z . CL . SZ 8P NJ D iM r; -e- 61.�,.( Vi L-07 X09 ►` Ll.. IC v � rj �� L S S �g►orJg -F�LQ' .E�'� '�-►-• Poo b 7/ttl<7Q N _ rd i '4 N I m Z5 N S TH L�2 C3•C ,S;{rZ d �^►-USI CIRCULATION COPY ff lwy a ARO) Elmon.0"Ict BY OATS W r�^ vJ • , .i I I.✓ I Y V. Ix, IL r t YI z7 A C t• SH 2OWCA V I,I it • ''�. _-�1 �,� `� � I I A7 1 7 I� IL � c► n j W r1 u u 61 L G f)IA • j I i u.nm Q Q 'IC S3INVA' NIN 10 rJ .t 3 flit `I xKLL T IJ 1N X t ' onu �I1. aa"� l— C R R W Ti 1/•V �) it l ✓' _.... � s v1 •-� V R 1 G�V-> July 14, 1.987 CITYOF TIGARD OREGON 25 Years of Sen4ce Thomas H. Burton Engineering 1461-1986 302 Tigard Plaza Tigard, OR 97223 Attri: Mr. Dennis Smith RF: M.L.P. # 87-03 (Fimnel) Dear Mr. Burton, Attached please find one copy(s) of a public impr•uvoment plan. Said pi.4n needs to be circulated through the below noted agencies for review acknowledgement and, subsequently, returned to this office Very trul John S. Hagan Engineering Technician 0038W/0002W 1 )V PGE Company /T_ Northwest Natural Gas co 14655 SW Old Schools Ferry Rd. 220 N.W Second Avenue Beaverton, OR 97005 Portland, OR 97209 SEE: Jim Johnston, 643-5454 SEE : Ron Polvi , 2.26-4211 (x,/ General Telephone Co, 6L/ Tigard Water District ' 12460 SW Main street 8941 SW Commercial Street Tigard, OR 97223 Tigard, OR 97223 SEE. Donna Donaldson, 620-0373 SEE Bob Santee, 639- 1554 Ed Wilmott Metzger Water District / / Washington county Piro Dist NI 6501 SW Taylors Ferry Road 20665 SW Blanton Portland, OR 97219 Aloha, OR 97007 SEE: Jesse Lowman, 24S-3331 SEE: Gene Birchell, 649-15?7 13125 SW hull Blvd,PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- LY Tualatin Fire Protection District /}1/ Willamette Cable 20665 SW Blanton 14200 SW Brigadoon Court Aloha, OR 97007 Beaverton, OR 9700.5 SEE: Gene Birchell, 649-8577 SEE: K. J. Street, 644-3188 /X/ Tigard Post Office /._/ State Highway Division 715 NW Hoyt 7.131 SW Scholls Ferry Road P.O. Box 3047 Beaverton, OR 97005 Portland, OR 97208-97608 SEF_: Lee Gunderson, 229--5002 SFF: Mike Krygier, 294 2380 0030W/0002W Also, please find two copie(s) of said plan which needs to be delivered to Unified Sewerage Agency's office at the Washington County Courthouse in Hillsboro, Oregon; for review and approval by Terry Chamberlin (#648- 8621) . Terry will return said copies to us, via mail. THOMAS H. BURTC - - - To 00a0) ENGINEERING & SURVE.ANG �% 302 Tigard Plaza `S LETTER TIGARD, OREGON 97223 c d%A ., C I rr k l 2 (503) 639-6116 'te To i -T � 0 F- subls S ry N N 4r- .Y. G-b <f'CA-, ALL �•� �. ty; S ►� 7(o v LAI) r � WONED (_I Pies" reph► ❑ No reply necessary ssi ssr's� esr ssr June 2S:h, 1987 CIt QF IIFARD OREGON 25 Years 6MCe 1961-1-1 9886 Burton Engineeri,g 302 Tigard P11:za Tigard, OR 97223 RE: Funnel (K p 87-03) Dear Sclr10vl o Attached please find one setM of public improvement construction plans; said plans) having been provided to the City for preliminary rev!n_w. Our coaftus are noted thereon. Please sake all necessary revision(s) and. "."t(s) ..to this office to ces,weoc�. tMt- �rltt";�lnrlatioe and final review pxocess. Aloo, attached hereto, please find a handout which further describer the aforesaid circu;+rion and review process. Very truly, John S. Hagman Engineering 'PPchnician ,�Cf�' tilbt' �� +s f' • I ' I • r. 13126 SMI Hall Wd,110 Box 23397 Tigard,Oregon 97223 (503)639-4171 R THOMAS H. SURTO' o�(D ENGINEERING & SURVE i.tVG 302 Tigard Plaza LETTER TIGARD, OREGON 91223 (503) 639-6116 t� Date 4- To �- -T Y 1 f 1 & P\ subject t' ^ P�`.jZ. ► 4 l,! U � tr1 -i1 1 -T 7 rj \A t+RC VAI '„C r1 3 S E`S T, Iz r0 sG- SLC C v c3� ,JES-7 Ns I I Please reply No reply necessas y NONE i r RTON ENGINEERING & SURVEYING Civil Engineers 0 Land Surveyors , 302 Tigard Plaza • Hall Blvd. & Pacific Hwy. a Tigard, Oregon 97223 • 5%'-639-6116 / (- June 12 , 1987 City of Tigard MLP 87-03, John Beirwagen City Hall Minor Partition . Storm ;7igard , Oregon 97223 Drainage at SW 21st . & SW Bonita Rd . Att : John Hagman Herewith plan for construction of -ewer , "Tater and storm sewer as per conditions of approval on above mentioned application . These-, plans are submitted in attempt i:o resolve disposition of storm drainage and are drawn as per our numerous discussions of this problem. These plans are preliminary for your use in reviewing our proposal for disposing of storm drainage. We propose to construct a drywell as indicated to handle th- storm water reaching this ..ow spot . The overflow pipe from our drywell would be constructed to a catchbasin on the westerly side of SW 81st . at its intersection with Bonita, then across SW 81St . to another catch basin which would also catch water frnm the East and South . Then a pipe would be constructed across Bonita where it would ue ditched Norah through a drainageway that you are in the process of acquiring in conjunction with another minor partition . We are ready to proceed on this project and would propose that we be allowed to use a drywell only with no overflow requirement if the drainage easement cannot be readily obtained . Drywells only have been used successfully along Bonita nearby . We are not contributing much more hard surf-ice runoff than is now present by development of these three parcels . Therefore if we construct a drywell only there would probably be very little problem. Please advise us of your requirements as soon as possible as the owner is very anxious to proceed . incerely,� � J Thomas h . Burton cc : John Bei _wagen INDIVIDUAL-GENFRAL PAR'rNF.RSHIP PERMANENT STORM DRAINAGE EASEMENT KNOW ALL yF,N RY THESE PRESENTS THAT Gc,rald C. Cacti ancl ,lnan L. Cach, husband and wife, hereinafter called the Grantors, in consideration for the sum of -nuns --------------------- dollars 3 -U-_ ) from the City of Tigard, hereinafter called Grantee, grant and convey unto the City of Tigard a perpetual easement for constructing, reconstructing, operating, maintaigi.ng, inspecting and repairing of an underground storm drainage line and Appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other obstructions on tl•e following described parcel of land, situate: In the City of Tigard, Washing—)n County, State of Oregon: Exhibit "A", attached hereto IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title or interest except those expressly stated in this easement, nor otherwise prevent Grantors from the full use and dominion thereover; provided, however, that such use shall not interfere with the uses and purposes of the intent of the easement. IN CONSIDERA.ION of the premises, grantee agrefs that if said Grantee, its successors or aasi,;ns should cause said easement t.- be vacated, the rights of the Grantee in the above described easement w411 be forfeited and shall immediately revert to the Grantors, their successors and assigns in the case of such event. Th HAVE AND TO HOLD the above-described and granted premises unto salt Grintce, its successors and assigns forever. IN WITNESS WHEREOF, the grantor(s) has (have) hereunto set his (her) (their) hands) and seal(s) this & day of --r' ! ,,,1� 19S2. ' Tom` (SEAL) a.r.lQ��: (SEAL) Gerald Cach an L. tach (SEAL) _ (SEAL) STATE OF OREGON ) )sq. County of Washington ) BE IT REMCMA9 RLD, that on this —Z— day of �(�_�/L , 19zz, before me, the undersigned Notary Public in and for the State of Oregon, personally appeared the within-named Gerald C. Cach gild Joan L. Cach aho is are known to me to be the i enticnl individual(s) described in an who executed the within instrument and acknowledged to me that he (she) (they) executed the same freely and voluntarily. IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this _�_ day of L Notary Public tVr Oregon c'.OT.ARIAT, SEAL) My Commission Expirest Approve: as to legal description this day of_ -, 19 Nyt Ti, •t Approved this _ day of 19 DEPARTMENT OF COMMUNITY DEALOPMENT Byt Titles RC:cn/21t9P . cCHNICAL ENGINEERING CORPORATION 5635 S.W. CANYON LANE SUITE 403 PORTLAND, OREGON 97225 16031 297 • 3721 June 3, 1987 STORM SEWER EASEMENT A twenty (20 .00) foot wide sanitary sewer and storm sewer easement over and across a portion of that Certain Tract of Land as described in 3ook 1219 , Page 947 , Washington County, Oregon Deed Records . lying Westerly and adjacent to the following described line : Beginr. -g at an Iron Rod on the East line of said Tract of Land as described in Book 1219 , Page 947 , which bears South 0016 ' 51" East , 287 . 86 feet from the Southeast corner of Lot 69 , COLONY CREEK ESTATES No. 2 , a plat of record in Section 12 , T2S , R1W, W.M. , Washington County, Oregon and running South 0016 ' 51" Fast along the said East line 200 . 19 feet to an Iron Rod on the North Line of S .W. Bonita Road (C.R. No. 736) aad the terminus of this description. OR2G .J JULY 17. 1973 T0ulNI,N 91��M 3E?G ENOIN�<AINO PLANNING SURVRYINO s y 0 v ,'�,NICAL ENC;INEERING CORP. / N dg35 S.W. Canyon Lane, Suite 405 Portland, Oregon 97225 I,rr�•. ph, 257-3721 I �..'�'• `� Of /14ol ff.As. K REGI �o o PA9CEL 'A r� F' L04 �a! /, o O R E G�- N � L /4�0� ��O /��/ •0 JULY 13. 1973 ` THOMAS I - AtADERG 90 to e.9,60S SF tit/e- n � oa Q w 0 h ti Qa ID 4 h 'E • Co. ;S'/,Q. Vwe-SS V07--eO K �TN.C,eI�v1 S E. � /�� r6,E�1rI.6 •}.F. Mf,L �'I � o -se T sie S 0 PeRc BIC " C i t ti 0 ° h � K � ti2o _ l ; i BURTON ENGINEERING & SURVEYING-5 Civil Engineers • Land Surveyors 302 Tigard Plaza • Hall Blvd. & Pacific Hwy. • Tigard, Oregon 97223 • 5034)39-6116 MAY 4 , 1987 LEGAL DESCRIPTION FOR: JOHN REIRWAGEN .JOB NO. 87-200 PARCEL A Description of a tract c�' land lying in the Northwe.; ! t ` I -'oction 12, Township 2 South, Range 1 Nest , Wil lame t, Washington County, Oregon, more particularly 1 be,l as f()111)ws: Beginning at t"ne 8outliwest corner of Lot 70, "Uurhan kr.res"; thence South 89110212111 hast along the Southerly line of sail Lot 70 a distance of 167.37 fret; thence North 2000135" L,,ast alon,; this Westerly line of the East one-half of said lot 70 a .1i,3t.mce of 162.00 feet to the t.-ue point of beginning; thence continuing North 21100135" Last along said line 63.64 feet to a point that is 30 .00 feet Southerly of , when measured at right angles to, the centerline of S.W. Bonita :Road; thence South 88° 42' 32" Ear,t , parallel to and 30.00 feet Southerly of said S.W. 13onita Road centerline 140.69 feet to a point that is 25.00 feet Westerly of, when measured at right angles to, the centerline of S. W. 81st Avetwo; thence South 1" 341 .3611 West , parallel to .ind ;?5 .00 feet Westerly of said S.W. 81st Avenue centerline 62, 80 feet ; thence North 89002145" West 141 . 17 feet to the true point of beginning. Containing 8909 square feet . LLUAA REG ISTeri p OFF--qSlNAL Nr, SUM/.'FYOR 0REG0r\1 JANUAHV 15 19a7 OANIEL T BURTON 0248 BURTON ENGINEERING & SURVEYING Civil Engineers • Land Surveyors 302 Tigard Plaza • Ha.1 Blvd. & Pacific Hwy. • Tigard, Oregon 5'223 • 503*39.6116 MAY 4, 1987 LEGAL DESCRIPTION FOR: JOHN BEIRWAGEN JOB NO. 87-200 i PARCEL B Description of a track of land lying in the Northwest 1/4 of Section 12, Township 2 South Range 1 West r � g , Iillamette Meridian, Washington County, Oregon, more particularly described as follows: Beginning at the Southwest corner of Lot 70, "Durham Acres"; thence South 89402121" East along the Southerly line of said Lot 70 167.37 feet; thence North 21,00'35" East along the Westerly line of the East one-half of said Lot 70 a distance of 100.00 feet to the true point of beginning; thence continuing along said line North 2' 00'35" East 62.00 feet ; thence South 89102145" East 141 . 17 feet to a point that is 25.00 feet Westerly of, when measured at right angles to, the centerline of S.W. 81st Avenue; thence South 1034156" West , parallel to and 25.00 feet Westerly of said S.W. 81st Avenue centerline 62. 10 f^_et ; thence North 89102136" West 141 .64 feet to the true point of beginning. Containing 8766 square feet . RKGISTKRED PROFESSIONAL 'i�AND SURVEYOR FOREGON JANUARY 15,1987 DANIEL T. BURTON M48 I I i i i BURTON ENGINEERING & SURVEYING Civil Engineers • Land Surveyors 3l2 Tigard Plaza • Hall 61vd. & Pacific Hwy. • Tigard, Oregon 97223 • 503-639-6116 I_ MAY 4, 1987 LEGAL DESCRIPTION FOR: JOHN BEIRWAGEN JOB NO. 87-200 PARCEL C Description of a tract of land lying; in the Northwest 1/4 of Section 12, Township 2 South, Range 1 West , Willamette Meridian, Washington County, Oregon, more particularly described as follows: Beginning at the Southwest corner of Lot 70, "Durham Acres" ; thence South 89402' 21 East along the Southerly line of said Lot 70 a distance of 167. 37 feet to the true point of beginning; thence North 2400135" Last along the Westerly line of the East one-half of said Lot 70 a distance of 100.00 feet ; thence South 89402136" East 141 .64 feet to a point ttat Is 25.00 feet Westerly of , when measured at right angles to, the centerline of S.W. 81st Avenue; thence South 1034 ' 56" West , parallel to ar.d 25.00 feet Westerly of said S.W. 81st Avenue centerline 100.00 feet to a point on the Southerly line of said Lot 70; thence North 89402121" West alorg said Lot line 142. 38 feet to the true point of beginning. Containing 14 , 199 square feet . REGISTERED PF�OFESSIONAL LAND SURVEYOR OREGON JANUARY 15,1987 DANIEL T. BURTON M48 BURTON ENGINEERING & SURVEYING Civil Engineers • Land Surveyors 302 Tigard Plaza • Hall Blvd. & Pacific Hwy. • Tigard, Oregon 97223 • 503-639-61116 MAY 5, 1987 DEDICATION DESCRIPTION FOR: JOHN BEIRWAGEN JOB NO. 87-200 STREET DEDICATION DESCRIPTION Description of a portion of Lot 70, "Durham Acres" , located in the Northwest 1/4 of Section 12, Township 2 South, Range 1 West, Willamette Meridian, Washington County, Oregon, 'to be dedicated to the public for right of way purposes, said tract described as follows: Commencing at the S.W. corner of sai.i Lot 70; thence South 89° 02121" East along the South line of said Lot 70 a distance of 167. 37 feet ; thence North 21100135" East along the Westerly line of the East one-half of said Lot 70 a distance of 225.64 feet to a point that is 30.00 feet Southerly of , when measured at right angles to, the centerline of S.W. Bonita Road, paid point being the true point of beginning, and said point being located at Station 18+05. 14, 30.00 feet right , with said stationing based on County Survey No. 20,387; thence continuing North 2100135" East 10.00 feet to a point on the Southerly right of way line of S.W. Bonita Road (currently a 40 foot right of way) ; thence South 88142132" East along said Southerly right of way line 145.61 feet to a point on the Westerly right of way line of U.W. 81st Avenue (currently a 40 foot right of way) ; thence South 1034156" West along said Westerly right of way line 234. 77 feet to a point on the South line of said Lot 70; thence North 89102121" West aloi,g said Lot 70 South line 5.00 feet to a point that is 25.00 feet Westerly of , when measured at right angles to, the centerline of S.W. 81st Avenue; thence North 1434'56" East , parallel to and 25.00 feet Westerly of said S.W. 81st Avenue centerline, 224.80 feet to a point that is 30.00 feet Southerly of, when measured at right angles to, the centerline of S.W. Bonita Road; thence North 88442132" West, parallel to aad 30.00 feet Southerly of said S.W. Bonita Road centerline, 140.69 feet to the true point of beginning. [ REGISTERED PROFESSIONAL LAND SURVEYOR oAka�l�- f 44t- OREGON JANUARY 15,1987 DANIEL T. BURTON w NOR �' w�� ayrptw.ao�roM�a'0. •,�� ( 1167�Z �1� �,, ,d... .P � \ I&Atoo . ............... ...... .......,... ��1MIIAf�W�Ifa�Yf ..........IJI.NI�.idClrY flee9Ml• MI........................ .. �witii�is i�iy win:+wii iii►i:i a:ii:�+i.�ow.Noii.:i i..iiioii�r aii i,ii:i►: w ew wt arf-1Mar a Ldf 700 9WMW ACO21/ 10 SWISMOWUM CMty/ orge•. ' fMIttttw UM at eemarmt fee eeeer perpoeem over amd Under th. ��t1. 13 cwt of - Ne Mimi" deeerihed F VITtyl 3 .~ 10M eme-WE of List 70# o.rU.. ,►e:w/ 116"LOftell oae.t)., or*"- anew" thersfrw that portion lying rlthia SW omits Seed t40 feet W14e1. Tf WAMM"uM rM~ufp ej wf plpWti d@W%9d w row baWw o fe„WWm of•ppl•+»w m igS mad Itl= ® m MpdM M omspwe Mb kuvvN FA.M PI me*d"one mo M t m PPIP"fhtldd eh9fL teM Mrf�MrMMf eb M o9Wllq�IaNNMd 4S11�f�M M wiry earf.d NLO& • ■mvmb W Statutory power. of Unified Severe" Agamay of Washington County. The true consideration for this eo^wyanee Is f ..1S.000.00....-SSSS piem comply u1Nh the repuYennrrem of ORS 91.030.1. Omand ..... .....?..... ...dry of ... Apr i L. 19 E a grsnor.them rarsad es nnn to ......... ti .hard=0 .�. i- I ........I...... .............. ..... _ STATE 01 ONEOM 1 STATE Oi 01 901 Oomod la Cerwd NU:TSONAI t" ~ AV-11 J H 87 1 rbaollry�s �.e PrrWN04 1pYrW M IIrr11M •01► sorer► SUM" A. rianal . IuchIff holumsa1a11r..rrrewr d1WOM&me*a..r,e • ON, rr�nlawawr sreee t w W r+u ow.owrr.rwr Av h 11. Fj1lAwrry d isle died nlernOM ad ad ad rolwrr Mlanlet•.•,, )f4f,y • tl�a7raMea��.�M1�.re�a�rlaVal�ra ft .�If .. , e► 1ldeea1aftwombdOdf ODFORA +rwe l Maul ,t4 f/JJ/fo w b M e�E 1fMOWN"dMnrlr6MMa s"w.ra•tttlsl.hlrrlaW 'IIW momrummeMex mmdw rlr/na to/regi a•wM��uu.irres�n+w AAdMM 4/ 73tttEal -� ..c�rtw.....em.. ..m.•..rr. _ Oft • AINrsw• A � t Ll- rM 11.41 1 ,'".'"." now v"'S fit• r�lc_ ,=t '�s� .C' min pp— CITY OF TIGARD NOTICE OF DECISION MLP 87-03 RICHARD FIMMEL (JOHN BEIRWAGEN, OWNER) APPLICATION A request by Richard Fimmel (John Bvirwagen, Owner) to par'.i.tion a 41,012.3 square foot property into 3 parcels containing 11 , 3/2.9, 10 073 . 14 and 19,566.26 square feet each. The property is zoned R-4.5 (Single Family Residential, 4 .5 units/acre) . Location: Southwestern corner of Bonita Road at 81st Avenue (8200 SW Bonita Rd. (WCTM 2S1 12BC, Lot 12.00) . DECISION: Notice is hereby given that the Planning Director for the City of Tigard has been APPROVED subject to certain conditions . The findings and conclusions on which the Director based his decis;on are as noted below. A. FINDING Of FACT 1 . Background -Che original minor land partition application for this property wos approved in December, 1985 by the Planning Director, In December, 1986 the applicant requested and was granted a six -month extension of this approval . phis amended decision is the result of an Engineering Division request to modify and update certain conditions of approval, In January of this year a minor land partition located directly across the street from the subject property was approved; however, halt'-street improvements were not requ!.red due to an as yet unfinished final design profile for SW Bonita Road. Until this 13 completed, improvement to SW 81st Avenue also is not recommended. Therefore, the Engineering Division requested replacement of earlier conditions pertaining to half—street improvements with condition number 2 (see Section "C. DECISION" below) . in July of 1986 Washington County transferred jurisdiction of "W 814t Avenue to the City. Therefore the fnrmer ccndit.lon 11 requiring a letter of serviceability from ,hv County has been dolet.cad. Che County' s comments per•taini:ig to their road development st,.Anuards have also been deleted 2 . Vi,:inity Information hp surrounding property to the west and north are zoned R-7 (Single Family Residential, 7 units/acre) . Property to the south and east are also zoned R- 4.5. 3 . Site Information and Proposal Description 'The property is presently undeveloped and drainage swale occupies the northwest corner of the parcel. The applicant proposed to N0110E. OF DECISION - MLP 87-03 RICHARD rimm L (JOHN BEIRWAGE:N) PAGE: 1 divide the property ..nto three residential homesites with the potential of one futt:re division of the proposed 19,566 square foot lot. 4 . Agency and NPO Oimmvrit NPO N'i w,v., notified of the First proposal and had no objections to it. [he NPO was notified again but did not respond, The Engineering Division has the following comments . a. A gully traverses the northwestern section of the property . Structures should be located to avoid this drainageway , If any fill or urher modifications to this area are contemplated, t {glans for this work should be reviewed and approved by a Engineering Division. b. Sanitary sewerage facilities are not available at the site. These facilities must be extended to the property and an easement may be necessary to provide for future extensions to service the parcels to the west. C. the site distance at the 81st Avenue/Bonita Road intersection is poor and will need to be remedied. d Bonita Road is a collector street which requires a right -(.)f way width from centerline of 30 feet. Additional right of way must be dedicated to meet this standard. 81st Avenue is a local street which requires a right—of—way wioLh from centerline of 25 feet. e. No access should be permitted onto Bonita Road. Up. Tigard Water District has reviewed the proposal and has the following comments: the applicant should understand that in order to obtain water service to the two (new) most southerly lots will require an extersion of an 8" ductile iron water main on 5W 81st flvenue at a cost of about $24.0n per lineal foot from GW Danita Road. Total estimated cost: $6,000 (752' x $24/ft. ) . There is no existing main on SW Alst Avenuv -the Building Inspection Division has revitrwed the proposal and has the fallowing comments: ?he attached plans show no existing buildings. If any r,xist, consideration should be given to their location with respect to the new property lines and if sewer lines or septic systems aro involved, the location for each be deler•minrd. No other comments have been received. NOTICE OF DECISION MLP 87--03 RICHARD FIMMEI (JOHN BE.►RWAGEN) - PAGE 2 p, ANALYSIS AND CONCLUSION The proposal meet-, the orouisions set forth in Chapter 18 . 1.62 of thG, Iigard Community Development Code. C Il(C:I IS1.ON The Planning Director approves MLP 8/ 03 subject to the following conditions: 1 . UNLESS OTHERWISE NOTED, ALL CON0111oNS SHALL. BL MET PRIOR TO ISSUANCE: OF BU'[I..DING PERMITS, i 7 A non remonstrance •ee.ment for the future improvement. of SW Bonita Road and ov. 81st Avenue shall he 0)(M:utod by the applicant, on City forms and shall Gee reviewed and approved by the City p;-i.or to recording. 3 . Seven (7) :-ts of plan-profile public improvement construction plans and on( (1) itemized crinstruction cost estimate, stamped by a Registerec, Or•ofessional Civil Engineer, detailing all proposed public impr. nent s shall be st fitted to the Engineering Section for approval . A . Sanitary sewer, Flan--profile details shall be provided as part of the public improvement plans . 5. Additional right of-way shall be dedicated to the public along SW Bonita Foad frontage to increase the right--of way to 30 feet from center-lirie. The description for said dedication shall be tied to the existing right-of-way centerline as established County Survey No. 20,387. The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE. ENCLOSED, 6 Additional right -of-way shall be dedicated to the public along the SW 814t Avenue frontage to increase the right-of---way to 2' foot from centerline. rho description for said dedication shall be tied to the existing right--of-way centerline as established by Washington County Read No. 1290. The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS ANU INS TRUC;TIONS ARF I'NCI.OSED. 7. The "basis of bearings" for the Plat- or Survey shall be County Survey No. ?0, 187, which is a part of t.re Tigard Field Survey Network . /I B. Extension of public mainline sanit,: v and storm sewer will be required to serve the new parcels. The routing of those faciliti� t throsigh this par ition shall take into consideration L e�w� the needs of the nearby s4ewfn��r.or' basin, 9. This approval is valid if exercised within one year of the final decision date noted below. NOTICE OF UECIS-,ON MIP 07 91 RICHARD FIMME1. 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PIPE, r l ' EC � - 8 C-c:�N T"12r1G1.. �, ,c, UES'iF, U+gO / +00 tSCI `-}U� 0 + 00 D IIF 1 R(AJ GEN 4,EWF:F•' 1.1 f I s ,�,. .r_ .. -•� .. .,,.µms- ...►_ � _.,.. .... -- - _ ._ „y 1pr., ,aa 1 �Sauraw ni.t,ilk�i�.'ek-k+EWxw+'+M�%1WIY.. 1 IIII ii1 � II � `� i9i1' i�Titlli �ii i1tt t 'tI1lrlii � i :. I i 1 I I I 1 It III III rl i�t IIt III rIt tIt tit ilt :;! 1II !il III III tII 1'll III 1i1 III III 1�1 III NOTE: IF THIS MICROFILMED ...2 3 —4 = 5 — 6 7 e 9 I Q I I 12 DRAWING IS LESS CLEAR THAN --~ THIS NOT ICW TT IS DUE TO QUALITY r1F THE ORIGINAL AWING. ---- - ---- - _ - - --- ------ �. of 62 BZ 'Li 98Sz fz Ez 'Lz 12 oa •1 81 Li 91 S I b i E I z l I I �1 Y [ 9 S +r E r►ululllludnulunllmlunllllllnlmlutt�uklmlhlullllilllalnIlu�I�►ttr!Itttt�tttl�ttn�Iitthnl�ntlhni�tul� ,tRi�tr►�tt Ilullullmtlnuluubwll�uuluu�utllllu�llullu1�111111n JUNE 24 1 9 2 1 , �\ UNSTRUCTION NOTES; `(jeTA1L� SH• 1!•0 41. '� ILII I LJ STANDARD CAST IRON WATER �. �- FRAME d COVER GS FINISHED RADE O�\ IIL , �� 1. Al llrurhagmustWbeeinDplacecpriorototinstollin water mains. U C) I� I li" y wIr -�ILtj N � "�� •r •� 9' r �7" Z. All vcrk ahiall Ge in accordance with A.W.W.A. standards. lV •�' ' GROUT ,61'2" . b 6" 3. All work will Ge Inspected and approved by TWO. MIN. ,\ 191. 1i •, i r„ r. r _ !1. _ 4. Fire hydrant assembly consists of d" MJ x 611 Plq. Tee, 6" Pig. x MJ gate valve, 6" MJ x MJ holding spool, and Modren Mueller ( 14 j 22" r Centurion fire hydrant, A-442, 6,w, 5-1/4" MVO, 3-port (2-2�" I I ' Yom•• '1 - 16" . »~ p4" NST hose connections, 1-4111 NST pumper), lh" Pent Opr Nut, COMPACTED FILL--, I Open left, color: Yellow. I I I C� A I r J. All Pipe and fittingo will be cement-lined. Pipe wil, be T tyton joint, ductile iron, Class 52. n! yi 6. Each fire- hydrantshall be installed upon a pra-formed con- 1 , crate block with 117 cubic yards of crushed 11 -, drain rock. Tarpaper will be laid on top of drain rock to separate rock ( j `� I I � • � ? from earth cc ver. , I f I 450 BEND 7. Poured concrete thrustblocks at ioaut 8 sq. ft. of bearing v I I � p L. surface at each tae, band, and blow-off location. WYE BH:NCH "r6 MIN 2,500 PS I I I 9. 35" cf 3/4-inch .!";nu,_ gravel c,. for aa ll mne CO NC , ALL SIDES 0 In easement area, 36" of earth cover is adequate. a .v `. •� N: r 9. All sanitary sewer lines 10' laterally or 31 vertically of water mains sha11 be encased in concrete b" thick 10' from cliY 11F TIGARD ^r- u crossing Where crossings are nacesnary, they must be made I I I I PROVIDE B, SECURELY INSTALL I I� ' / STANDARD PRECAST CATCH 6A$�N at aprcoximately 900 with at least 181• separation below 1 /I PLUG Wli•1 RJBBER RING GASKET. - .•-' �/ Mater lines. J. m _ - -- - -- -p _ -- _ - �_ - A NONE au•. -- ' t1 10. All ma.r.s sn,ll ba tested at 350 p3i for I hour with :I max- 79 imum loss of 5 osiJI . sLaitic pressure = 9B psi. Pressure- .; I reducing valve will be req•li[+;d at each meter, installc,! by / q•• TWE and !.._luted in cost of c"-ch meter. r 1 - 11. Tigard Water District .rill inc'zl: all copper ser••ices prior r------_ to blacktopping of strnn rts. Meters will he !. 3talled by 0, :•ALE ,tvoti: CITY OF TIGARDo4AwN A. -7G"A- 'uY district upon individual roqur •% fur snore. tArE 3-/3- 7LS STANDARDS APNvO °. "'^' -- _- , y/ 12. All mains shall be cleaned and flushed with potable water 0' STANDARD CLEAN OU J_ prior to disinfection and bacteriological testing in accord- C ante with A.ta.W.A. standards. OStID bacteriological tests Q NEv - .rill be taken by 1WD. DN An NO .0 13. Triot to installation• owner or contractor will advise TWO r' 1 - - 1 • AA•, �,_q i_,,.,, 79-A - _ of total estimated construction costs to which will be added 10 per cent for distric' inspections, water loss, 'tverhead, administration, sampling, etc. and 2 per cei11. ror engineering review, including "as-built" drawing-, intersection maps, updLtinq m aster map etc. :hie 12°: must be on deposit prior to beginning any pipeline work. r 12"MAIL. I 1 STANDARD MANHOLE FRAME a CUVER__7 i' SET FRAME • I I t\ 7`, �� FINISH GRADE IN MO TAH STANDARD MH. GROUT--- -�� 4"CCNCRETE Ex1ENS1ON ` I I FRAME S COV[R-� t--FINISH GRADE _ _ __ - \ \I I / GROUT UFFAC SOf T � RING I I M4Kf SUF'FACE Of STEPS T-- _ \ . ./ aFDRM ILLET SM IN FRAME Z"Max TGROorD IN MORTAR - GROUT \ / IO" L I - VERT to pIRIF I)N \ \ --5 NOTCH UD FOR / 1 / LIFTING HOOK -- �J ! OF FLOW [I! \ RAM-NEK JOINT I I '\ �J •- I A: MATE 4"CONCRETE. ExTENSION \\ 1'I Ir I j -48' e! [OVARIAL OR - --- RIND INSTALL 45 REQUIRED '\ / _ �� I ST'D46"O •I �� 2 I^ TO BRING MH. COVER a \ �\ Ms H RISER II• � i -� FRAME TO DESIGN GRADE Pi I Lam• .L..�6 (mot 3 r,m9s) ♦ L _ _ - _ - � 2"MAX. 4Cr`O RN V1 ECCENTRIC r I~ I ` - '� - � .\ - " I A�"-- FIRE HYDRAhILA yyENTJYU!1 L. A 4J MH TOP '• -•� i�� \� \� }' I"ff a NOTE I 5 I/4"MVO, 3 P0,1 1, I u2 - • i - CT \ / SLOP] A 12'MIIN •,. �J I ------ ' , � I ---^ ,.I -- - I 4"CONCRETE EXTENSION RING PENT OPR, NUT, OPEN •I \ �_RAN,-NEK JOINT ' -! + r/� ' ' \�� •' _ --_-'r/', 1 -4 INSTALL AS REOUIRED TO BRING LEFT, COLOC YELLOW ♦' MAN 11 OLE :OVER a FRAME TO I I � MATERIAL OR EQUAL 1 � I 1/ / �/� Q I Q Q \\\ I s 1 J DESIGN GRADE(MAX. S RING). II ji _ ___ _ .. 1 __. n\ ^ 3 �--.- :•P 12'LAYER COMPACTED IO O 'o •• • • 2. INLET!{/OU(LETS 4S RED GRA l �'•I'--V .•I IIS I � II �II O I I° c• •✓ J• r , s e••• VEL:S/4..- 1/4..) I N • I( 01 0 II Q 0 _ i4 I �N 6,0" MIN. y T-7 12"M A% \ I \Ill l ,,, �' �'• .'-�---- -- I I z ,_ VALVE B O x O 5TEPS 11 11 �'O q 111 I �i !"OR LESS -• i �ij .+ALK -: 'EXTENSION G . r-•�- 1, \ -\ _ / NCy .ULE "Orr CITY OF TIGARD WNH RI c SER I ACTED 1 GRANULAR NOTE \ # \�`Q t} / I .1 - naie�yi i1 a - �_]I �.` .�sT'D ♦!" ' COMP s \ '� I LATE .-tY-�. STti'iOARDS / �- /n r1;� •7� •lr--: I I A - J o �. N I S,TANDARD SHAL_L071 MAHHOL 'fI fr: .•, l am__-_ _ .z_.s x ---� Et •I 1) 6 Poo UNDISTURBED I INLETS OUTLETS AS REQUIRED, \ rl _ !• ! .- �• , .� ��• ReA rI-., A-II-71 2 MAX G °o G 0 O EARTH 2 WHEN SEWER ENTERS ABOVE �� _ _ I •A oAAVIN• RUYttA I • NV TI BOTTOM P D t7 oo BOTTOM Oi MH FORM A �� .„ I __ TS sl V, MJ HYONANT OUTLET I F" FLG . MJ 01 -'� I WI¢ I �r,� GATE VALVE �•'tl2 M; C 0 FILLET OF GROUT OR CONC �... �� __ I t--• �- A'I')rl SLOPE�11 <lp O° �V A5 INDICATED � '�" �. W a IS • ID�I _-_MAKE SURFACE SMOOTH 6 _ '-`-FORM GROOVED INVERT Cr TO DIRECTION OF FLOW I j __--- ----I !i !� I '' . ! 0. .. 7-�-T ° r i 'OVER ROCK '�• i,.__._.__.. • syr/u -y.- . MAIN W/M IxF I-- r • ° ao i °, • -� 7/8+, I+ .� I/2 r.':'o JA TEE IS ..R PAPER -- ) ` �" --l:U �• . „_. LG a o A : P e'. o ° ' • ..OVER 9 FRAME TO BE MACHINED BEFCRE BACKFILL- z v. 6"M .4J /•; A • o `+-12"LAYER COMPACTED + HQLDikG SPOOL "- .�__, Y, ✓ THP,UST BLOCK •a �Gie ° o, oo � J oG00 O I G A TRUE BEARING ALL AROJND -- B S0. FT. MIN. • p e J I GRAVEL (3/4"-I/4") -- 6'-0" MIH - j,/rar,re BEARING I lit= iia CONCRETE PIER >^�,•r=r�i� CITY OF TIGARD o- ar o SCALE nrcNE 2* 60. BASE) SCALE "ON /-� DRAIN ROCK / \-'BLOCK (3 S0. FT, /rr=-/�.: STANDARDS APR,O t, '� CITY OF TIGARD - RAVN t. J S.N STANDARD MANHOLE �� a•'E .3- S- �3 sTANDAp 9, a� MANHOLE FRAME & COVER (v STANDAF?D FIRE HYDRANT Rev DRAwIRa NUMBER REv �1A PCS -°, !- - 301 I OPAWING NO -•---- - r G J F. `vI� kLJ07. Q o " U ti zz EASEMENT AREAS rRAVELED RIGHTS OF WAY I{� Or NT T' - ----U I TRENCH WIDTH MAXIMUM ,ER MISSIBLE �---' 2"GALV. STRADDLE BLOCK GT NATIVE OR .L: 4.140 BACK OF PLUG F , n, _ I E ABOVE TOP OF PIPE MATE1+ • .S Z.-C CRUSHED ROCK, CLEAN, in^ _WALK I hl DENSE, HARD AND COMPACTED �w I G 'tC .TL _ cl LICK DETAIL PIPE SIZE TRENCH WIDTH METE., ' - .. 2' O„ --- -- 1� �u 111 `II GIIIt •••^ '..••' :+II`+ II 1113111_111 y•1I1c III- IN111�: -�•._ CONCRETE THRUST OLOCK 1 2 2"` SEE STRADDLE BLOCK.RE- __ 3/4"- I/4" - TAIL FOR OPTIONALF'r•. 122• f 2' 6" I SELECT GRANULAR MATERAL METHOD. IN PIPE 20NE•95% COMPAC ------- --•----- 2"BRASSIAMERICAN MADE, AWWA APPROVED) GATE 1 , ' 14" 2' B' VALVE A • ` i .•' 2`SHORT _W.-• ,T _r___._ J -_� - ) NIPPLE& 5 , 2. 10,. 90•ELL ------- -- -- J .. II•• A,; 9o•ELL ` / 2"GALV. PI I E` PLUG/CAP T T.J. PLUG W/OR MJ M,J. 1 pl.. 3' 6 • 0/2 -� j 24., 3. 10„ 4"MIN or D/4 � STANDARD BLOW OFF ASSEMBLY I ,., 4• 6.. I I T- - _- - I PIVA i c H LINE QETA /L 36, A.t N,Nt CITY OF TIGARD .•1 3-/2-79 STANDARDS 42" - 5' E" 87- z o 0 STANDARD TRENCH - -La, TI••T �,-,1 71 13 -4 - 3// BE 1.RWAGEN SEWER "L 6 OF' 7 J t I , '.A ,_• - :,MFaI(�INfF°.°IRlt�rl -•rArP..•,.. „...,.. .,x;..,,..f.,.,aN,t,,,r,,., P.nIi. __ •Y► wA , I a 1�•-'�-. ��.,ts.�.--I�="w: --+•_•- -. --•••-• -- _. , 7....�._.,...-.-•-.P.- -�...�....,...-.a.,... _ -_.�. _. __-� ,,, fi �, t 1� 1•II �� III III III ' II 1(I lj� I�1 �')1 ISI I:I�I�1 � (I ( 1'1 III I�f lil III I I I I 1 I I r I I I I I !11 I I I I I I I I I I � I 11� � 1 I � i,l r 1 rI I I 1 � I SII I I III �-.._ � N � •f � - ! I I I I � 1 1 1 1 1 1TIP�► I I II III � 111 � � 1 ► � II ) III � III � II ( III II � III � II I + I ,, _. I_ _,,,.,i� NOTE: IF THIS MICROFIIMEU 2 3 4 5 6 7 8 8 i C DRAWING IS LESS CLEAR THAN THIS NOT ICr•f"`IT IS DUE TO „=kIE QUALITY OF THE ORIGINAL RAW INC. 0f 6Z 02 LZ OZ SZ vz EZ ZZ .a OZ 61 131 LI 91 SI iP1I EI 21 11 01 0- - 0 L 9 S r • E I IZ- IsA'aaAA E�IIlilnllulllnl{IInIIIIIIlu1111111nI IlII1111�IINIInI�IIublNln Ill,lllnll41111�►�11111nitln�l�ll111nlt�tlFl�ff11�11u N/11N1t{I1tkIT141111kIit�tN�in�11111n 111 �lllllllnlnull111�h1tll luuU1ul1 "it JUNE 24 1292 ,.-mow.,,.., - - �,b- • to rt, � oss unto SW Bonita Road shall be subject to City review and may not bo (directly) permitted. The applicant should consider That Potential future partitioning of the lot on Bonita will ,mpacl feature access needs . 1 Notice: Notice was published in the newspaper'. posted at City Hall and rmiled to; }(�( The applicant & owners XX Owners of record within the regL xed distance The affected Neighborhood Planning Organization _ Affectod governmental agencies 1 Final Decision: 1HF DECIS1oN SHALL. BF FINAI. ON ApCll 20L 1987 .W- UNLESS AN IIPPFAL IS 1- 1151D. { Appeal Any party to the decision may appeal this decision in accordance with 3ecLiun 18. 32.290(A) ,And Section 18 .32.170 of the Community Dsrvelopment Code which provides that a written appeal must be Iii l,-d with the CITY RECORDER within 10 days after notice is given arid sent Ihc? deadline for filing of an appeal is 3:30 P.M. _A_„pril 2 1 1987. 4 questions: if ,you have any qut,.,'-ions, please call the City of Tigard Planning Department. Tigard City Hall„ 1312.5 SW Hall Blvd, , PO Box 2.3397, Tigard, Oregon 97223, 639-4171 . 1,P1 I,nI,I i, Hy Deborah A. Stuart, Asst Planner- DATE W, I I �,+„ o Mt,naharn, Director of Community Dvvviopment DATF APPROVED l•,1', n/'M/OP/004',P) Palo .. .., � .�x,. 'lit No I(I OF D1 C1SION Mill 81 03 RICHARD F lWiF1_ (JOHN EE_IRWAGFN) PAGE 4 R ESTS FOR (XIPt'WOVTS �r To l/�i-lI� J!' - _ GATE: March 24,19tiy FROM: Tigard Planning Department RE MLP 87-03 Request by RICHARD FIMME:L to partition a 41,012.3s ft. Iry x�rty into 3 parcels continaing 11,372.9, 10,073.14, and 1.9,566.26 square feet each. _LOCATION: Southwestern corner of Bonita Road at SW 81st Ave. WCTM 2S BC lot 1200) . ORIGINAL APPLICATION MLP 16-85 RICRARD FIMME;L Attached is the Site Plan and applicant' s statement for your review Irom information supplied by various departments and agencies and from othor information available to our staff, a report and recommendation will be prepared and a decision will be rendered on thea proposal in the near future. If you wish to comment on this application, we need your comments by iuLll J��, 19 8'1 _ You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, P O Box 23397, Burnham and'Ash Ave. , Tigard, OR 97223 . Phone: 639-4171 . STAFF CONTACT: Keith Liden PLEASE (-HECK TILE: FOLLOWING ITEMS THAT APPLY X X _ We have reviewed the proposal 4nd have no objections to it Please contact of our office. Please rcfc- ti thH enclosed letter Written comments . --The applicant should understand that to obtain water_-,"rvice- t u the two (new) most southerly lots wil� requir_ e an. uxter.sin�-u� _ in 8" ductile iron water mainAat a cost of about $24 per lineal I_ ita Road Total estimated cost: $6, 000 x �24/ft) . There is no existing pain ._Q11_S. W_ Rlst Avenue. Name of Person Commenting Ro ert_ ! _ a1JeQ Phone No 639-1554 _ _ ___ VIGARD WATER DISTRICT 9841 S W COWWRCIAL (KSl :pm/0356P) TIGARDD, OREGON 97223 M1 MORANIMM CITY OF TIGARD, OREGON Icy Keith Liden, Senior Planner , March 3, 1987 IROM Randy Clar•no, Development Services Managerl ,U11J1(:I : Fimmel Minor Land Partil ion (MLP 16•-85) �^^ Engineering Division is requesting to modify and updaL0 certain ( Onditions of approval" for MLP 16-85, Tn January of this year, the Division reviewed another partition proposal (MLP 12-86) directly across Bonita Road from MIP 16-85 and concluded that half--street improvements to SW Bonita Road and SW 91st Avenue are not desirable at this time. The centerline profile on SW Bonita Road from approximately SW 83rd Place to SW 80th Place should be. r•oconstructed to meet major collector road design standard., Thuv improving portions of SW Bonita load within this area using the existing profile is not recommended. Until the final design profile for SW Bonita Road is known and compleied, improvement to SW 81st A,tenue is also not recommended. Therefore the Frigineering Division is requesting that conditions 2 and 3 be replaced with the following condition. A non remonstrance agreement for the future improvement of SW Bonita Road and 3W 81st Avenue shall be executed by the applicant, on City for-ins and shall be reviewed and approved by the City prior to recording. 1n addition, it should be noted that in July of 1906 Washinraton County transferred jurisdiction of SW 81st Avenue to the City of Tigard . Therefore condition 11 requiring a letter of servi,, :ability from Washington County should be deleted. R1: ( n/011I9W I 1 ' ►ti.q w/ �„�v�i s J w� J t el �e��o I 4—,Z� • ov, -C J J ... •.IIT... Ice p Ii c ✓ar: Gr r `Jy�� *...,.,�.. Ceti Co �o IIW glr��x �✓/ ��' T `/ �D� /1 eaJ (,"�J�(J !�%7 �Atft� TYlis/�� 6✓�f//� 7 Awrl ^�it Gk r tio►;v r RNs4-k) orlp,�,4 , a T\,o a V V =, ►ra:'� I�- 1 i O!,, ! \ �I WINK • ,Il� J' lig � . • .► � L-1 Lof L-1 L..1 1_1 1I I I L•.1 L-1 I JL d Alit 1915 r f • ,. ■r I� I � I I '�� _1 y X 173.zX P I R.NO 108` R D. X 181.4 � — Xi71 °j 89.3 x / r 17 6 3'- 18O, X 178.5 /80 N r ao —_ X x / 1624 199.0 �i x 1930 x i J"moi --------- 198.2 --x Lt;un1L UC,JI.t(1I i lulu FOR : JOHN BE TAGEN JOB NO. 87-201 PARCEL A NORTHERLY EASEMENT A strip of land in the Northwest 1/4 of Section 12 , Township 2 South, Range 1 West , Willamette Meridian , Washington County , Oregon , lying in Lot 70, DURHAM ACRES, a duly recorded plat in said County, said strip more particularly described as follows : Commencing at the Southwest corner of said Lot 70 ; thence North 2° 26 ' 18" East along the West line of said Lot. 70 a distance of 235. 57 feet to the true point of beginning , being a point. that. is on the Southerly right of way line of S .W. Bonita Road (County Road No. 736 ) ; thence North 88° 45 ' 17" East , along said Southerly right of way line 24. 07 feet to an angle point thereon; thence continuing along said Southerly right. of way line , South 88° 42 ' 32" East 141 . 57 feet to a point on the Westerly line of the East one-half of said Lot. 70; thence South 2° 00 ' 35" West alonq said Westerly line 15 . 00 feet ; thence North 88° 42 ' 32" West , parallel to and 15 .00 feet Southerly of , when measured at riqht angles to, the Southerly right of way line of S .W. Bonita Road , a distance of 141 .05 feet to an angle point ; thence continuing parallel to and 15.00 feet Southerly of said S .W. Bonita Road right of way lite , South 88° 45 ' 17" West. 24 . 70 feet to a pointon the West line of mould Lot 70; thence North 2° 26 ' 18" East -► 1rTnq said West line 15 .03 feet to the true point of beginninq . PARCEL B WESTERLY EASEMENT A strip of land in the Northwest 1/4 of Section I .' , 'Township South , Range 1 West , Willamette Meridian , Washington County , Oregon , lying in Lot '70 , DURHAM ACRES, a duly recorded plat in said C,,)unty , said strip more particularly described as follows : Commencing at the Southwest corner of said Lot. 70 ; thence South 89002 ' 21 ' East along the South line of said Lot 70 a distance of 167 . ?7 ' ,:et to the true point of beginning; thence North 2° 00 ' 35" Eas` ,:long the Westerly line of the East one-half of said Lot 70 a distance of 225 . 64 feet to a point that is 30 .00 feet. Southerly of , when measured at right angles to, the centerline of S .W . Bonita Road (County Road No. 736) ; thence South 88° 42 ' 32" East , parallel to said Bonita Road centerline 15 .00 feet ; thence South 2.° 00 ' 35" West. , parallF.1 to the Westerly line of the East. one-half of said Lot 70 a distance of. 225 . 55 feet to a point on the South line of said Lot, 70; thence North 09° 02121 " West along said l,ut 70 South lint, 15 .00 feet to the true point of beqinninq . REAISTCRRD PROFESSIONAL LAND SURVEYOR OREGON JANUARY 15, 1901 DANIEL T BLIRTON 47248 STORM AND GROUNDWATER DRAINAGE 12Q (2) Materials--Storm drainage, groundwater drainage, rainwater pip Ing systems,exterior building drains,storm sewer,subsurface,foundation, tooting,under-slab and absorption drains shall be of materials approved by Ind specified in Section 401 (a)of this Code. Section 1408—Dry yYblle,Constructlor. Use and Limitations (a) Constructton.Woere permitted by the Administrative Authority,dry wells may be used.The Administrative Authority may require soil percula- ' tion tests.When authorized,dry wells may be of reinforced concrete rings with an inside diameter of not less than twenty-eigh!(28)inches(0.7m)Kith a minimum depth of five(5)feet(1.5m),measured from the bottom to the top of the reinforced concrete cover and set on undisturbed soil. All dry wells shall be covered with at least two(2)feel(0.6rn)of compacted earth when measured from the top of the lid to the finished grade. When first approved by the Administrative Authority,dry wells may be constructed of brick or ether approved material in of not less than four(4)inches(0 1 m) thickness Brick or block may be assembled with or without openings, provided the openings on the outside of the dry well are not greater than three(3)inches(7.5cm).This type of dry well shall have a brick arched top or an arched top of other approved materials. (b) Location.No dry well shall be located closer than five(5)feet(1.5m) of a property line nor closer than ten(10)feet(3m)to any building unless approved by the Administrative Authority. Each drainage connection to a dry well shall be made at the top center of the ltd by the use of an approved ninety(90)degree waste fitting.Support of piping shall be as required by Chapter 3 of this Code.Special permission may be granted to enter the side of the dry well when grade and structural conditions make top entrance impractical. (c) Backfill.Backfill surrounding a dry well shall be of sufficient size to prevent its incursion into the interior of the well. Backfill shall not be less than six(6)inches(150mm)and shall extend to the full height of the liner Exception: When 0,q dry well is installed in sandy-type soil, an ap- proviA filter material shall be placed around the exterior of the liner to prevent infiltration of sand. The backfill shall be of native soil, properly compacted. Section 1401.#—Catch Basin Specifications ) (a) Genr.rsl.Catch basins shall be made of approved material and sized to carry tha designed capacity Catch basins shall have an Inside dimen- sion of no.less than twenty-four(24)inches(609 6mm)and extend not less than two ity-four (24) Inches (609.6mm) below the water line. The catch basin car,'Ne either square or round and shall be provided with a top turned out flange c' not less than two (2) inches (50 8mm) and the outer edge raised to a height of a top edge of the grate Catch basins mode of cast iron shall have a gall thickness of not loss than one-quarter(114)Inch(6.4mm) with sleeves attached for connecting the storm drain line, or have other attachment means. Cast-Iron and steel catch basins shall be asphalt coated Inside and outside. Stool-plate catch basins shall not be less than ten(10)gauge,)oined with welded seams with sleeves attached for connecting the storm drain line or have other attachment means �ultaom�ah (lou/aty, Oregon To Date_ Time WHILE YOU WERE OUT Phone TELEPHONED PLEASE CALL RETURNED YOUR CALLWILL CALL AGAIN WANTS TO SEE YOU RUSH Message_' - _ c- _ - pd- 57 C a 00 f sty /D a_7, . 0,1 t y h tp _ Sc'. O2 / Cas . P �C��2 i// Com' ¢5 ` .f C . . ♦ ;w ` / S. W 4 P N 273 le ST� R /�r 3nL8A S O4U , ONNEWS ► F BEA R//V G _ 13 •'• �o v ' I �y' . . ------- ------ __ PZ ,lP p PARCEL A �1 h A �f o%8� � T8909 SqFt. 00 - r; 3 e,, v- b 02045 045 AcreI I 0 . � •� •� • � 1, � / qi � � C ° � �� c�` � tib b� PARCEL .B„ 8766 Sq. Ft. 700. 20/2 Acre l j ti _ of r V �3 N Q9 :.... Al 'W o if A $ h �j PARCEL "C oaf Q /4, /99 Sq.Ft. O, 3260 Acre 4 L oO '. ;. • SCA L E l = 50, / / JUNE 1987 871 -200 NA RRA T/ VE PURPOSE OF THIS SURVEY /S TO CREATf_" A MINOR PARTITION .� ON THE EAST //2 OF 4,-or 70 r"DURHAM ACRES,., A DULY RECORDED yT PLAT /N WASHINGTON COUNTY, OREGON. - - FOUND 4401VUMEIV rS AL ONG THE- CEN 7-4r-RL /NE OF S. W, BON/TA I 0PROFESSIONAL �lVI�1,L = Found os noted on mop. ROAD Al STA. /6�-62. 4' AND 36+ 24.88 AS SET /N P. S. x'0387 � I LAND SURIVE-"YOR AND USL"D SAID MONUMENTS ASTHE BASIS OF BEA RING FOR 1 _ , THIS SURVEY. HELD THE SAME BEARING AS P. S 20387 ALONG • - Set 5/8 x 30 Iron Rod THE CE/VTERL/NE OF S. W 8151 AVENUE TO ESTABLISH THE EAST i w/o Ye/low P/ostic Coo LINE OF THE PARCELS TO BE SURVEYED. AL S O SHOWN ARE I inscribed OREGON 5/8„ /ROLA RCDS FOUND TO FIT THE EASTERLY RIGHT- OF- WAY OF BURTON ENGR." JANIZARY tS, '9b` � S W 81st AVENUE AS SET /N P. S. 13849. I 0ANIrL T 9URTON ' TSE s`c r /9 v.%4 s ,yECo ,45' ,4 /ivE F.F�aM THE S. • CO.c W T a,7 rs2248 APER PLAT a�' "m'4R�i WooDSu) 7 lgoUerW .4 ! "� I - CoR• C7.F LOT�� To Tf<E S• !�/• COR dF Los R' ^ra' ,4T T1y,E S�-I.�/. i T 70� 0�1 PUT,6 O F,tc IV 14 O.JACr/117 /? 4 TS, A 5 .Sf1Opit,/�/ � 2 THE EA S- //2 OF LOT 70WAS DETERMIA D BY USING THE ++ MFA S URED DIM ENS ION FROM THE WEST TO EAS T L/ALE OF I S,41 D L O T 70 THEN B Y DI V/DING SA/0 D IS TA NCE 8 Y HALF NOTE THAT B '," DESCRIPTION ,QS RE-CORDED IN FEF NO. 6 '- / o- 7ZZ , ' THE EAST HALF OF LOT 70;/S SOME WHAT M/ NOR PA R Tl TION :1 MBIG000,S IN COMPARISON TO THE R-A T MAP AND THAT /7'/s UMCL E,4 R /F Tw,E F, L ir/E ox- L o T 7o Is o�v L/NES OR It o F S. /„/ 8/sf,4✓e , x'oJe Tip!/S SuR v'EY Ti�l� EAST LINE OF LOT 7d w,4 S - f/E4 D .4 5 O��• W �'/s r�j l�.S//Cf� tS�ST ..,.. ._.. FITS ,4N E?eJST/N6 F�i1�CE' O/V1Z?11V6 L o T 7o,-.�• 7-me -EAsT N�4GF QC LOT 7d FRo W TAK/�lG I s6/�t �V�• � �:�E FERENCE SURVEYS. PLA TS GE T T YS EMEP,,L D ACRES ES TA TES a _ - MARA WOODS i ."o. DATE ��::viSior� __.___. By - C P4 RK /NBA H RK J6C LA MAN(.HA FSTA TES MINOR PART/TIOA1 OF THE EAST I/2 OF LOT 70, ` 87 - 200 DURHAM ACRES LOVA TED 1N THE ►�` "' - '- P S s 20, 25 7 j SW //4, A/W l/Q, SEC rION /2, T.2.S. R./. W. W. N1. I = SO; _ � WASHINGTON COUNTY, OREGDN 13, 849 2S 1 128C / / 49-A7- 20, 387 � I F A. R�SLEY _ _t/OHN BE/RWAGEN c-►, K r 15123 S.E. MCLOUGHL IN BLVD. POR T[-mo, cv?EGON 97222 -- _ DnZ%Av i�G NCI. —_ THOMAS H. 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