The URL can be used to link to this page

COLONY CREEK NO. 2 SUBDIVISION 1 S� /elW r I � �l:� LLQ/J •B ' ,i v�� ,G��J1E � I � � W �i SLA✓`S ,.8' iT(, z 2pe,C elA I 6'' c y"L 6xPbstr �6�io C;.5_1�c 12, --- o 67WAE I N S CA 0 30 ��'ow.✓ p CL w 4 p TX�/C,QL �17la4l06 pol '� i ° ° �• �j4 LO ciry Lu OF Ta Ooh- LL w CL �� 33 34 15 36 37 38 9 O 4.1 �i ; `? /�• cc e.162C.!/�C I I 11 w - ---�+- r lolell000 0 n 040 tip' I `c i v h \/ �. - ( 1 I I I 45 0�6 / ` — _ .._.. -- — - - _.._. - _ , ,� ?z 'V K �� (/' . I s�rrt f I �5 5 6 5 7 5 8 ' �l I'�/ \ � rQq 6N 42 43/ 44 54 l,� < ,e '' --... 46 bn�1hHG�� i cv �. _,Ktwt _% ��` b / \ G =76�'S If7 14% ►t �� Sip spy., N` o 53 I I I I i y 6 0 \� / 1 ay �Ia - 1 � g 7 47 I ?�' - - _ �_ . ,�,I�+�s ��r -� 9 t\tidy - -- - ire •/ / y \� � v / Sic+ ►""4, ` 61 / I a , sir X71 /�o V i o ' U#/�E'' _ — �� 1 fG 11% 9. .�= ;' 8.53 dZ C� / T — J p.C' `�l.(0 pD 48 I =� 62 l,� � ��pl�f1 'r' Z r4: _, 6'.,.c, .f�.r�i�,'LQ \� 2� 3 Sj p.ot �S'TM ' f� Ax 17 / 64 �a'"pS Ol I !J- le 3414%:?11 -�49 ' = 6 8 69 `'BILE .Copy � �� - ? _ �- 0� �lJ� ,r� / QLD. , /�C�/ ,�/,.J �vU�,e pi✓,��/Z�/CT/l��✓ DE O` 7 irk U,/� �� A661 6,y %-AAAI/ *sk.�, 2t �� V T2+r D;hA s�Ia// X-• CSP kaP in a fa.s��.•. ALL SPACES MUST 1:3E HESE PLANS IN' ia,F f-�er< Will nc l' 6� 4n wash ee~f- f PRIOR TO APPROVAL 0f= THESE PLA�N�S�j /,/ r a PUBLIC WOF7I<5 DI="�T. ElY__ _...-_ DATf= .� I._� _ !. / �(/V D (�/ / /`�V�%�r' /X Tl7'� C�V/C.G/ �C �.'�i//�jt'/1f *#A' iq�l . . ��SD �{ �/�t-I1 •J��/ P� 5��-f PI_ANNINC, rC_ar. [tY E�!',TF-_____...__. BUILDING DEPT. _ ffff pp11 --�/�" M.. opy / ,/ COUNTY Hi�l1LTW D'ART. C:Y -.._._.. U'.7'E._-- II .moi C.i��44e, '/'' ,, CITY ADMINIS'"BATOR D'/_..._ __.. _... I7A'P�s_-__ ,_ _ /'T`�'� �/��r�IG►✓�G 7 /oi�s NGARD WATER DIRT. FAY- - DA'7E-__-_--_.— �1 P P I tL I L GENERAL TCLcprloNc USA ✓�/E r ►,� pr-- o1�iY crG /iWl Arl✓E N. W. NATURAL GAS DY_ P. G. E. T. R. D. bY. � �kC��/ �, 4 .Q 1G�1 l�4sI h �[,` Ob� DATE kl l�+( gi./ /'P�f S� � !v y Su Ml , li>d�rny � � -�Pr s/2E 66 6"0% ��---- (G. /�'IGlI b0X CIG !ir !7P{c� -Av i� l C4/td, - M � t i �.;C]I..ONY CREEL: NO I OF 16 '- . . t li�l I 1 I I I�I IIF Ij1 IIS fillI I lil III1 ll► I�I (1 '1�1 I�Irig- ,tic r�l III I�I 111 III I�r rill, III 1�1 111 I�I III ISI I�I IIIIIII ISI I 1 I' I I ! I r I ----�"J .� 1 I I I 1 I I I 11 I I I I I I I t I I I I 1 I i I ( I I I I I I I t Itl I11 I I 111 I'I III , , NOTE: IF THIS MIGROFILMED I 2 3 4 5 8 7 8 9 10 _ 11 12 DRAWIM; IS LESS CLEAR THAN 1 THIS NOT ICG--1T IS DUE TO JX QUALITY OF THE ORIGINAL I , OE 62 92 L: 9z sZ Ire EZ ZZ lZ 02 61 91 i1 91 51 �1 l CI al II of -s 9 c 9 s r ' E z IOma" • _ ,,,/''� ��Illllllhllllllllllllllllllhf)IIIIIIIIII�IIIIl111II1NIIl11�i�.1111NII1NlIM1�N11IN41�1�f1Ntit11,1►? hNIIi111Iq�II�M'111N11i1HI1tl�t1TflllfRf1111t1�I1 �I��IIIIIIII1I111111111IIIIlI1 ��W�l)IUI1111 . JUNE 24 1 � �.� � -,.. y i a Q, iso ' ✓C __ "v A--W. �—/75,x"7 y/, p h �` Tom -k _ h 0 OIL- cd 0¢1,,er, i — I 16e AZ sTM, Z cn 0 /64 /G �i��O / �C� 2f00 apo u O � O V .��o� cn W Lu N4 Lu \� LL LTJ o h N V r� A04' - z -_. r � z 40 40/10 el /es, ls9, Sm - �, ;� � a o 7 I /,� i��.Z/ !�-- /E• /sin?. 5`0 !.' — � �. • i�E �S1 �Q iG „ S'T/�/f �� I I �C� /j Cir 7J /2 n ry;l ! E� /S�.¢5 ``j /✓L `�� i x'00 ��1�� 0 0 co c/) �.` � E.e/ T vim'• L `E � � h iso ' <!C• C l 6 ou 1i L AIF. V /E, /6P 80 i2" (-44Z.) V v� I N` 0 COLONY CRECk,; NC:1 2 z OF 1.6 faM q • yM�llrlF ,q r , ; �. rs. .. . � _ .. u,r,,_.M..• M„.• h ,I,If�'ij�,�I, 111111 I,i�If+��f'��I,�i'�j�',I,1i��V1 11�1"rr l��I I� 'r(llit11111i pill 1 (11il� �I�r�tl��f�iI�I�I��fli�ilf�ililil��lilili�i�i�ili��li ili�flilili�i�i��li�ir�+i��ti�� NOTE: t F THIS MICROFILMED I- - 2 3 4 5 8 7 8 8 1�0 I I 12 — ` DRAWING IS LESS CLEAR THAN THIS NOTIGFs"IT IS IM TO QUALITY OF THE ORIGINAL of 62 ez cz ez sz fiz et zz iz 0z 61 e1 4I 91 s1 bI e1 Z1 11 01 -a e c e s IP z 101A'" HM1I�� 11n I�Illllllll�llllllfrf�)1l11��1W�UII�I�{IfUIfWJ1�Nff) ��uluulwiluulunlwihy��niluf�fnfkfn,uf�hfHli�uh�HI��MflHalanffffflfftdnttlllulfl�f�Nulu111Hffb+ffl f rlnnln�ths'nNlnhn>>kMdYII�1YLY�uf JUNE 24 992 bL -,�,.r.. '� . - .._^ter.^w.r ..w.. ,.. ...•�. . nw -_."may, ..aw- .rte—... .... � .. u .- ,,.� ...y . �. .... 4..1'�- _. _.. .. - - _ - ._.- Ami►. ..... s O � w (7 V+ � co 0 CL N C O �D {(p M. ❑ 0 CD r l-/� �JVr CD C)r) CL N N U) �U N 00 N EL 7 N D N J IW 2 I � T, CITY OF -TIGARD, OREGON RESOLUTION NO. 88- A RESOI..UTION ACCEPTING PUBLIC: IMPROVEMENTS KNOWN AS COLONY CRF.E:K NO. 2 :3UBDIV[SION PUBLIC IMPROVEMENTS. WHEREAS,, the City executed a Subdivision Compliance Agreement dated June 25, 1984, with Titan Properties Corporation to facilitate installation of public street, storm and sanitary sewar and streetlighting facilities to City standards and specifications; and W11L.REAS, said Compliance Agreement stipulated that: "At such time as all public improvements have been completed in accordance with the City's requirements, Petitioner shall notify the City of readiness for final inspection and upon certification by the Department of Community Devalopment that all requirements of the City have been met, the Council agrees to accept said improvements, for operation and maintenance responsibility, and release the Petitioner's guarantee bond;" and WHEREAS, Department of Community Development staff verifies that all requirements of the City have been met; and NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council that: Section 1 : The Tigard City Council hereby accepts the public. improvements known as Colony Creek No. 2 subdivision public improvements. Section 2: The Tigard City Council hereby authorizes release of the Petitioners guarantee bond. PASSED: ThisY da of ' �, 1988. _ Al TESF: Mayor - City of Tigard L"1 I 'LL C�) �E Deputy Recorder -- City of Tigartf APPRO Ertl--AS_TO FURM:S 1 0 City Recorder r/P f)a :e ht/65240 RESOLUTION NO. 88-rL/ Page 1 e I I •A6 �TIGARD tAtl 'd' ITER � I ar • P10k E ° l• IAARDAR .'� _r' \ i R jo M itfRFp I1 ,I. E nFi ` fr•ttr . Qac �y1 - We 1 +.r. .oon fw f [ oe � _ /7►f��rr • tilt" C-VT V Alva ST 2 I '...__..• 1 12 av i� n•o+t r +w ao"t o tr " T• 3 1± ' aw t•"or•. f w I C w r•.rn + � MO HSM YI[w L f t♦> �tw rtf• \ e�� • f w wMvt• (1 • �_ tw r• r _ lR IllEj �• r WALITV T nwrnoa = s� lr. Y JUNIOR HIGH : ■. SCHOOL -cu FT �n TrMPLETON » • /Y ELEMENTARY u *dam • e +..u.p•t aY / SCHOOL i / 7u u;►`Tu _ + +•rrLt• I r1 11/ &W a 9 fret rIUD —� C_ O I o « • —`-- t+v r �• 40 i Mm TIGARD "�! HIGH /• ' y `•. L *«• ft SCHOOL 4 USA ` 4 ' ,T TREATMENT iso PLANT j`�� •4 I - . n CITY TY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: DATE SUBMITTED: August 15, 88 ISSUE:/AGENDA TV'I'i:-kq��lut ion PREVIOUS ACTION: Colony Creeii-2-subdivision Public- improvements PREPARED BY: Juhn H DEPT HEAD OK CITY ADMIN OK REQUESTED BY: Commu e v P..-PY P t-.'-_ ............... POLICY ISSUE INFORMATION SUMMARY 1 . Colony Crook 02 subdivision is located east of SW Hall Blvd. and north of SW Bonita Road (see attached map) . 2. All public improvements havo now been satisfactorily completed and have withstood the required one year maintenance guRrantee period. 3 . The Engineering Division certifies that the improvement. is nl.lw acceptable and that all requirenvints have been mot., 4 . Therefore, it is recommended that (in accurc;ance with the terms of the project agreement) the City Council accept thf, public improvements, namely street, sanitary and storm sower system and streptlighting for. City operation and maintenance responsibility, and further, that the Council authorize release of tr-P assurance bond, ALTERNATIVES CONSIDERED None; the (Ci ty-...Deve lope r) project agreement specified City acceptance upon satisfactory completion of all City re4uirements , FISCAL IMPACT 1. City assumption of responsibility for, operation and maintenance of the public improvements specified above. SUGGESTED ACTION Pass the Resolution titled: "A R1 O'l 10RI AC(J PI ING PUBLIC IMPROVI.MI NI:; KNOWN AS COLONY CRr.-.LK No. 2 SUCH)rVI!;I0N PORI IC IMI)w)VfMI.NIs. kp/6524D CITY OF T'IGARD, OREGON RFSO1.UTION NO. 88- A RESOLUTION ACCEPTING PUBLIC IMPROVEMENTS KNOWN AS COLONY CRE.E-K NO. 2 SUBDIVISION PUBLIC IMPROVEMENTS. WHEREAS, the City executed a Subdivision Compliance Agreement dates June 25, 1984, with Titan Properties Corporation to facilitate installation of public s -eet, storm and sanitary sewer and streetlighting facilities to 'y standards and specifications; and WHEREAS, said the Compliance Agreement stipulated thekt: "At such time as all public improvements have been completed in accordance with the City' s requir-ements, Petitioner, shall notify the City of readiness for final inspection and upon c:er•tificaiion by the Department of Community Development that all requirements of the City have been met, the Council. agrees to accept said improvements, for operation and maintenance responsibility, and release the Petitiorer's guarantee bond;" and WHEREAS, Department- of Community Development sLaff ver•ifioq that all requirements of the City have been met; and NOW, THEREFORE, BE IT RESOLVED by the Tigard .,ity Council that: Section 1: The Tigard City Council hereby accepts the public improvements known as Colony Creek No. 2. subdivision public improvements. Section 2: The Tigard City Council hereby authorizes release of the P,ititioner•s guarantee bond. PASSLD: This _ day of 1988. AITEST: Mayor City of Tiyard -._-...__.-.___.._.._._..---.___.....--- _.-... Uc�puty Recorder • City of Tiyar•d APPROVED AS TO FORM: CityRecorder --....__.._.__._....._...__._..___._..__..•.. _ bate ke/65!41) RESOLUTION NO. 88- Paye 1 . 11111 �■■ �. �■� ■■ ,�■ going mm in WIN F e r logo ■■ ■■■■■ ■ .. 1 .. : MEN h An -:n■ � ■ 11 1- • ♦ ; �� X11■ ■ !.�i �;r = �� PH MU r� /�� ♦ 1 IIS 1 ioa�' Ni� �� • � I;ul■ 1■Ili � 1 UI� Ilu 11111 .� Iillllr 1 -r_ 1� �1 IEI w I Ft Lz Mho ��- S. Ce�.c �P� ��s know Iote•�. �c,V,C) ��e s � �• k CITYOF TIOARD OREGON April 29, 1988 Titan Properties Corp. P.U. Box 6835 Aloha, OR 97007-6835 Attn: Morgan Bleak RE: Colony Creek Estates No. 2 Dear Mr. Bleak: With the respect to replacement of the asphaltic concrete driveway apron fronting Tract "I" at S.W. Fanno Creek Drive; I'm afraid that without a formal waiver, in accordance with T.M.C. 18.164.070(a), it must be constructed using concrete. It is only in areas of limited street improvement (.i.e. no sidewalk and curb) that a driveway approach may be constructed of the same material that is used for surfacing of roads and driveways; T.M.C. 15.04.090 is quite clear about that. Frankly, if a request for waiver of material was submitted, staff would not be inclined to support it. Sincerely, John S. Hagman Engineering Technician 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)6--'9-4171 - -- 1S PROPER*SORIRC)RATlr-)N wr i l 21 , 1988 John Hagman langineering technician City of 'Tigard P.O. Box 23397 Tigard, or. 9722:3 12e . Colon} I r•1`(•Ic 1::-.1 att• , vt> . 2 and No. i ))ear John , We have made a little headwav in taking care of' some of' t.he wr,r k prescribed l,�' your letters dated Sept . , 16 , 1987 as follows : I . We have replaced the 12 t't. . of defect. ivv sidewalk at, t.11e northwest corner of lot. 3369 early this year. 1 think Mile has taken a look at. it already . 2 . With respect to the replacement of the apron fronting tt,;l,.,l "I " at SW 1•'rinno Creek Drive , with concrete . 'Phis came up dur' i ut; the time of construction as to whether or not the apron Was to ht• done in concrete or whether it could be Bone in aspha I t , ori3O,M1 Asphalt Co . told me that t.hpi• had contacted the inspect.rtlK - I ' - official prior to doing it the wily I.hey did . 1 bel Io%v I.h;It official ams Hob 'Thompson . 1 thought nothing of it ur,t i I i t I,.I brought, up months ctft.er inst.rt.l .la1.ion . I then contact ,`,] Ilt,h 'Thompson shout it, and he said that. 1 should write a I ut t 3•I, I ,) a:3k i nh for your approval of it. as i S . I wall I :tsl: tett I u :►t,l,r ,� , the modification to the original design and accept it as it i :.; insIItI led. 'There is n Irrh that delineates the I isle 0r i dcmarcitt.iotl I,t t L(•r, tI i 1 roads find the dr•i vvwny . i . The I,;t r r ;Ir ;„It• ; h:t� 1 z`1 I . I n:;t :i i I I I I c,n c,f t hn I,, cot t � �� ^ •„III I II: I rack "4” . I'll i s i uc,t t'c•;t:; i �e_ eAr- I'Irrchnsc ,I I h1• {roll ,i f rcIt• t,n h i :-, I t,t . 111` wall I d I•It i u , it would ask I Im t you not t'(-41111 I• tI I rack "M" P I eilse adv i :;r 114 its to � all r a 1•IIIt; . \ try cull' , Mtit•grtri is . N I t-nk '1 1 3.]311 I't'tr1�r•1'1 I t"i l'r,l'I,r.,r':1 t l t,tl P O F30X 33838/ALOHA,ORE13ON PROPERTIS ORPORATION 1A \may �-mac \pri l 21 , 1988 John Hagman Engineering technician C:it•v of 7 igard f lLG P.O. Box 23397 Tigard , ur. 97223 lie : colon} 1'rf-(,k E'st.at.vs No . 2 and No. I )ear John , We have made a little headway in taking care of some of t-he a•c,r•k prescribed by your Letters dated Sept . , 16 , 1987 as follows : I . We have replaced the 12 Ft. . of defective sidewalk At tit(, northwest corner of lot #69 early this year•. I think Mile ha~ taken a look nt, it. already . 2 . With respect to the replacement of the apron fronting tr ., " 1 " at. SW F,trino Creek Drive , with concrete . 'Phis came up d11r• 1 It:; the time of construction as to whether or not the apron was to h,, done in concrete or whether it could be ,lone in asplia I 1 , tt -ogorl Asphalt Co , told me that thp!• had contacted the inspec•t.i n1; i t officinal prior to doing i t the way they did . 1 bel irk r• Outt official acs. Hob 1hompson . I thought; nothing of it uto i I it t;rte brought. it 1) months ,titer ingt.ftIIatIon . I then cont.actr,t I1„h 'rhompson about it. and he said that. 1 shoo 1 d wvi t.e a I c t t, r I asking for your approva I of it. as i s . I watt I d ask yo1r to the modification to the original design and acceptit as it i :, in�trtl led. 'I'hvr•e is n ,•ttr•b that delinent.eg the line of dr_marcnt ion I„•ti,ovIt - i t l� roads art(] the rir•ivvw,ty. 1_ ' h i . I•hv harr•rar n,l, +; hay ,, h,•,•)t it, place for "t-vrral mont.h,; . . . I . l lts;t ,, 1 111 I cer, 111 1 ht con-rot a dr•i \ c-t;a% ,tl,ron arld wa 11% frc,at I tis: Ivac•k '•IkI" . I'hi , i • 11''t 1'ca ; ihlt� at t.hi -; t itnv as Iv . 1'11.,411 ha! ptlrchnsv(I t hr• g r•u11rl,1 t rum Its and has 1,I,IIIS I'or dc,t I19 h 1 c; uwlt t;,,I L on h i s I of . II,, wou I d I.11 i if t, hr1 t evvr wort: wry wf,r•,• I ,/ d,) t It, I•, t„ wotl l d aF.l, that y'Ott not 1.0`.1111 i t•e 'I' i t.an to 1'r-t•fnratt t h i work (III I rack ,I,Iv i ;, its rte t I. at 1 i or)9 cuncc,rn i fig t.II rth„\ ,• 1 1 ,•012; . Vc•r r 1t I Mur•r;at► iv . It l 1•,tk 'I i t.nn I'r•ul�r•rt ic•�, 1', r•I,„r,It I „n Pn 9OX 6935/ALOHA,OREGON 97007-6635:TELEPHONE 15031 894-HISM, r '.� Mi,re� �'iEt..d l,uvE�1r�+�ciF15 ris/is .slTvvn��/ &� M NE A33cciATl�N ~ /�'/Ay' //AVG s.OME Tc Tf/E" f�.VCu>1-.&- 9!5 T fjE- .eGAD Lt�lp.: /.0��:!>r L t G /S}S .y �7Q/G'AT�" /✓C /�'! f! /� 2�AA'<�A�� ,d' i' i''/7�✓it� oi4WPF-;C'.'nE.�i C16AC A, yr ::: TNiN.!: �;.�L?mow I j!��•7 � 1 .\' �� "..fJf/�f"S r�!f; . .:.�.' •� =r�' .y' '�-1�'" L.FL'F.ir1A'�,'.' :f Y�'1" , f•'l.�-r��=- /.'�:�- 7fl�"' /ITT "� c.�,syE__ 4y, 19► �G i 1 '�.l� `-{•� y'Y'!J li.ANi .. /►�f.'. i`�" .s C:�/i N�ai�=' r4r t.G7T�.�t. (7/Z2 J t J L r^C"eYc L:� � �'�i;�c%fe 41e'e I i1 .0.1 i i 711eo,vv�- ell TD ! J �v� /, , , 12 74 71— e At cv/" 1w, -T If � -� �;�, o �G�r,,— �/rl:�- (/;tea s -,'�� 1-��/ ,:�.. ,l - -.� , ; 74— e-e /7,w Ceit Zti i /'ii— oo,-0 At I i ' 4 111\ Ac .4zl ' qu LN o Q V) I v i J ` t41 - r ,� ��' ! � \ � � �,.\� : Qs•�\`+�,'.�tea. IN cu 11 a I H tl _ � 1 \ 1 I i 1 4� I Ila CITYOF TIGrARD OREGON September 16, 1987 25 Years ofService 1961-1986 Titan Properties Corp. 2700 NW 1851:hAv�z,. Suite 2014 Tanasbourne Mall Portland, OR 97229 AT'T'ENTION: Mr. Steve Bleak RE: Colony Creek Estates No. 2 Dear Mr. Bleak: As you may be aware, the aforsaid development project is very nearly complete except for the followi-r.g: jj G c� 1. Replacment of 12 ft, of defective sidewalk V' at the northwest corner of lot # 69 . 2. . Replacement of the A.C. apron frontinq Tract "I", at SW Fanno Creek Drive, with a concrete apron and walk. Please take action to cause the 1+.sted item(s) to be finished so that we may proceed to accept the project and release the bond. Very truly-, John S . Han Engineering Technician 13125 SW Hall Blvd,PO Box 23397,Tigard,Oregon 97223 (503)639.4171 ------ - - ` June 24 , 1986 CITYOFTIIFARD OREGON 25 veors of service/ Titan Properties Corp. l 541-1984 2700 NW 185th Suite 11 2014 Portland, OR 97229 ATTENTION: Mr. Stephen A. Beak RE: Colony Creek Estates II , III, IV. Dear Mr. Bleak: In reply to your request for information relative to what must be done to facilitate release of "set aside funds" and to facilitate conditional acceptance of said subJivisions:, the following is provided: I . Col.any Creek Estates II This office needs to receive a Maintenance Bond in tae sum of. $39,487.60; thereafter, staff will process a recommendation to the City Council to accept the project, subject to its required maintenance guarantee period, and authorize partial release of $197.051.50 of the original performance bond, retaining $862.:.,, to assure completion of installation of sidewalks and aprons. 2. Colony Creek Estates III This office needs to receive a Maintenance Bond in the sum of $22,685.00; thereafter, staff will process a recommendation to the City Council to ac.:ept the project, subject to its required maintenance guarantee period, and authorize partial release of $107,702.50 of the original performance bond, retaining $5,722.50 to assure completion of installation of sidewalks and aprons. 3. Colony Creek Estates IV This office nerds to receive a Maintenance Bond in the sum of $12,793.007 !hereafter, staff will process a recommendation to the City Council to accept the project , subject to its required maintenance guarantee period, and authorize partial release of $60, 142.00 of the oringinal performance bond, retaining $3,825.00 to assure completion of installation of sidewalks and aprons. Very trul/y, 'John S. Hagman Engineering Technician cc: file 13125 SW Hall Blvd.,P.O.Box 23397,T:gard,Oregon 97223 (503)639-4171 --- CAA'A 1e zte. IHv�v� r-t� V-A N,S.. -xu� sIcfc.wilk-s w � t�� Z�1 wee ��bcl�vl�o1O'V4, i o ' rov��t.. .1; `I \ 1 V�ip iti M/k'f_ VIA cal,r �s� �•�.�e+ticr► o� wow- ��•,t�z�l�� i i � r June 24 , 1986 CITY TI17A� OREGON 25 %ors of SeMce Titan Properties Corp. 1961.14146 2700 NW 185th Shite # 2014 Portland, OR 97229 ATTENTION: Mr. Stephen A. Beak RE: Colony Creek Estates II, III, IV. Dear Mr. Bleak: In t.nly to y.,ur request for information relative to what must be done to facilitate release of "set aside funds" and to facilitate conditional ,acceptance of said subdivisions, the following is provided: 1. Colony Creek Estates II This office needs to receive a Maintenance Bond in the sum of $39,487.60; thereafter, staff will process a recotmnendation to the City Council to accept the project, subject to its required maintenance guarantee period, and authorize partial release of $197,051.30 of the original performance bond, retaining $862.50 to assure completion of installation of 111'sidewalks and aprons. 2, Colony Creek Estates III This office needs to receive a Maintenancr Bond in the sum of $22,685.00; thereafter, staff will process a recommendation to t;ie City Council to accept the project, subject to its required maintenance guarantee period, and authorize partial release of: $1070702.50 of the original performance bond, retaining $5,72.50 to assure completion of installation of sidewalks and aprons. 3. Colony Creek Estates IV This office needs to receive a Maintenance Bond in the sum of $12,793.00; thereafter, staff will process a recommendation to the City Council to accept the project, subject to its required maintenance guarantee period, and authorize partii)l release of $60, 142.00 of the oring,inal performance bond, retaining $3,825.00 to assure completion of in_^tallation of sidewalks and apron~. Very truly ) John S. Hagman Engineering, Technician cc: f i le 13125 SW Hall Blvd.,P1D.Box 23397,Tigard,Oregon 9721' (503)639-4171 — -- -- — -- titall PROPERTIES CORPORATION 14. 1096 Mr. John Haaaman City of Tiaard Dear Mr. Hacoman: F'UrSUant to Our conversation regarding the maintanc:e 0(-.--riod for Col onv Ci-eel: Estates Subdivision please review the enclosc-d the platt ma( showing the side walks that have not been installed todate. Each phase map shows the lots and the length --n-f the side walk not installed. The SaLlare footage is aoprol-timatelv 5, 680 Square feet at one dollar oer souare -foot. V it is necessary we will orovide VOU a written bid from Our subcontractor for this orice as this is our normal crice for smidek-,tAlks. We also ask VOU to release all. of the set aside funds eicerit $5. 619-0 to orovide for the future side wall: installation. Would YOU also or9oare a letter of comoliance with e:-ceptions noted so we mea,., oresent this letter to our bonding comoanv to obtAin a mai ntance bond for ohase I ]' ,, III . and 11). Thant VOU for. vour assistance. Ver trl.O.Y V 5,L-eohen A. Bleak President i0X fl av� ^AA*l A16W ez, t'�' P,. ,C,4 (e,4- vTo� CIAA I'#"I ty-) A11UJP� da.24r ( p TELEPHL-�NE May 14, 1986 Titan properties Corporation Attn: Stephen Bleak 20945 SW Tualatin Valley Highway Aloha, 0R 97006 RE: Colony Creek Subdivision 2, 3, 6 4 Dear Mr. Bleak: 7n checking, we find that we have riot placed your projects onto maintenance. There is sLill some items Lhat you need to have completed so that we .an recommend to City Council Lo place Colony Creek 2, 3, &4 onto mainLenance, they are: Phase 2 (1.) Type of maintenance bond you wanL use (2) Street monumentation completed (3) Storm sewer lines flushed out Phase 3 - (1) type of maintenance bond you want to use (2) Street monumentati.on completed (3) Storm sewer lines flushed out (4) Bike Path completed Phase 4 - (1) Type of maintenance bund you wart to use (2) Street monumentation completed (3) Star-in s(�wer line flushed out When these items have been compieLed we. wi.l.l. then recommend to Council to place your projer.t into its maintenance period, Sincerely, R.L. Thompson Public Works 1n5pvcLor RI_T :bs/6 October 15, 1985 Morgan W. Bleak k� CITYOrC TIIFAR Titan Properties Cmipp. 20945 SW Tualatin Valley HighAay WASHINGICN4�04JNM OREGON Aloha, Oregon 97006 Reference: Colony Creek II, III, and IV Subdivision Dear Morgan: In respense to your request, an inspection was conducted of the proposed public improvement in said subdivisions for the purpose of de!:ernnining readiness for City Council's tentative acceptance action. The following listing is the result of said inspection, find summarizes items which remain to be completed and/or corrected prior to suci► action: 1. Need Maintenance Bond in the amount call,-.,d for in the Subdivision Compliance Agreement. 2. All streets need to be c).eaned, and Htor►n sewer needs to be flushed. 3. All mail boxes need to be instalted. Further, though it is recngni.zed that additions and deletions will occur (throughout the one--year waintenance g,jarantee period), the following listing summarizes items noted to date- which remain to be crmpl.eted and/or corrected prior to the City's final acceptance: 4. All sidewalks must be in un all lots. S. All, wheelchair ramps mist be installed. 6. Asphalt overlay on all streets. 7. All landscaping needs to be c.Ompleted. 8. All damaged curbs and sidewalks will need to be replaced. 9. Any other maintenance item which may arise. Therefo.•e, we find ,that we will be able to certify your project readiness for tentnti.ve eccept.ance to the Council when stern numbers one (1) through ;3) above are completkd. Since the appropriate Maintenance Bond options, and also since final work completion deadlines were previously addressed in the project compliance agreement, we won't elaborate thereon. If ,you have any questions. please call me at 639-4171. Sincerely, oopae. � R. L. Thomppon Public Works Inspector RLT:dmir1995P 1 `" a755 Sial ASH P.O.BOX;M97 TIGARD OREGON 9722n FH:639-4171 �— CITYCW TIIFAPD WASHINGTON COUNTY,OREGON October 11, 1985 Portland General Electric Company Western Division Attention: Teresa Cornett 14655 S.W. Old Scholls Ferry Rd. Beaverton, OR 97005 Reference: Streetlighting at Colony Creek Subdivision 11, Ill and IV Dear Me. Cornett: This is to acknowledge that the City has found the streetlight installation in said subdivisions to be satisfactory and, further,, to acknowledge authorization for P.G.E. to energize the t+t(-vt*e*-j " lights therein, under Schedule 91, Option B. o��cth Sincerely, 1 Robert L. Thompson; Public Works Inspector (RLT:br/1980P) cc: File City Accountant R. J. Rouse Electric, Inc. 12755 S.W.ASH P.U.BOX 23397 TIGARD,OREGON 97223 PH:639-4171 .,MJIiuw1L'aWeVfYi'k+':Iii.diY�A)w,'ufeW,Nrfu'Lriu�WJ4WI+,�1W WIJeri.Jt4w.:WI6W:.vw..r�eanwewu:...Yutlwur..x:euw:.. PROPERTIES CDRPORATION October 1 . 1985 Mr. Robert 1 . Thomoson Public Wo,- 1 -i Tnsuector Citv of Tinard P. O. Ho;; 23797 Tiaard, Oregon 9717 Clear Mr. Thompsonn PUI-SLIant to our conversation this date we are herebv asking voLI to enprgi -e the street light system in Colonv Creek Estates numbers Z. 7. and 4. Thant you -cor your cooperation. Ver v tr(_(i v vours St_erihen 0. F(1 eab President 20945 S.W.TUALATIN-VALLEY HIGHWAY/ALOHA,OREGON 97006/TELEPHONE(503)642-3093 January 23, 1985 Morgan W. Bleak �� Titan Properties Corp. OF WO RD 20945 SW Tualatin 'Valley Highway WASHINGTON COUht"1,OREGON Aloha, Oregon 97006 Reference: Colony Creek II Subdivision Dear Morgan: In response to your request, an inspection was condicted of the proposed public improvement in said subdivision for the purpose of determining readiness for City Council_'s tentative acceptance action. The following listing is the result of said inspection, and summarizes items which remain to be complete,, and,'or corrected prior to such action: I. Need "as-built" mylar for total project (sanitary sewer, storm sewer, street). 2 Need Maintenance Bond in the amount called for in the Subdivision Compliance Agreement. 3. All streets need to be cleared, and storm sewer needs to be flushed out. 4. All street lights need to be installed. 5. All mail boxes need to be installed. Further, though it is recognized that additions and deletions will occur (throughout the one-year maintenance guarantee period), the following listing summarizes items noted to date which remain to be completed and/or corrected prior to the City's final acceptance: 6. All sidewalks must be in on all lots. 7. All wheelchair ramps must be installed. 8. Asphalt overlay on all streets. 9. All lar?,,scaping needs to be completed. 10. All daQaged curbs will need to be replaced. Il. Any crier maintenance item which may Prise. Therefore, we find that we will be able to certify your project readiness for tentative acceptance to the Council when item numbers one (1) through s) above are completed. Since the appropriate Maintenance Bond options, and also since final work completion deadlines were previously addressed in the project compliance agreement, we won't elaborate thereon. If you have questions, please call me at 639-4171 . Sincerely, R. ?.. Thompson, Public Works Inspector 11-4 ;t*��+u. 112755 S.W. ASH P.O BOX 23397 TIGARD, OREGON 97223 PH 639-4171 —� CITY�F RD January 23, 1985 WASHINGTON COUNTY,OREGON Re: Colony Creek II Dear Sirs: This is to verify, per your request that: I. Each lot will be situated on a concrete or asphalt sur ice road which has right-of-way and improvements, include curbs and necessary and adequate drainage structure, together with mean for operation and maintenance, which meets the standards of the City of Tigard, Oregon. 2. Said subdivision, where necessary, will have drainage structures and fill designed to prevent flooding as approved by the City of Tigard, Orego .. 3. A municipality owned disposal system will. be available to each lot at the lot line of each lot at the time of sale or lease of each lot which meets the requirements of the Environmental Quality Commission, with capacity to serve all lots in the subdivision. 4. The improvements required, to be constructed, by the City of Tigard, Oregon have yet to be constructed. 5. A Subdivision Compliance Agreement and Performance Bond (and Maintenance Bond) has been executed by the subdivider and has been accepted and acknowledged by the City of Tigard City Council thereinregard completion of the improvements; said documents are oil file in the City of Tigard Recorder's Office. I hope this letter clarifies the matter for you, regarding documentation/verification required to be submitted to the State Real Estate Division by each subdivider. Yours truly, R. L. Thompson Public Works Inspector (RLT:bs/0955P) -- — 12755 S.W ASH P-O BOX 23397 TIGARD, OREGON 97223 PH:639.4171 • y General Telephone Company . of the Northwest, Inc. buimal lelephone Company of the Northwest, Inc, P. 0. Box 23416 Tigard, Oregon 97223 December 11, 1984 City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Dear Sir: PERMIT APPLICATION: OONDUIT AND CABLE TO FID) COLONY CREEK II V70RK ORDER #546-2860585 Enclosed are two (2) copies of our work order showing proposed placement of conduit and cable to new subdivision. Upon ,your approval please return a copy of your approved permit to our office as soon as possible. Should you require any additional information please contact Ken Iiendricksson at 620-6483. Very truly yours, J Kc,n Hendrickson Field Technician enclosures APPLICATION - STREET IMPR^VEMENT/EXCAVATION COPY TO: ORDIe�,.t, :VCE NO. 74-14 ❑ (WHITE)-FILE IBLUEI -INSP. (INSTRUCTIONS ON SEPARATE SHEET) ❑ (YELLOW) -OTHER AGENCY ❑ (PINKI - APPLICANT APPROVED ❑ APPLICATION NO.: NOT APPROVED ❑ CITY OF TIGARD, OREGON I FEE AMT.: S PENDING FEE. PMT. ❑ CITY MALI. RECEIPT NO.: --__ PENDING SECURITY ❑ PUBL IC WORKS DEPA R TMEN T BY—_ DATE— -�-- PENDING AGENCY "OK" ❑ Application and I'rog-CSS 14(ord — PENDING NFORMATION El FOR STREET IMPROVEMENT/EXCAVATION MAI NT ASEBON o ANNUAL 0 PENDING VARIANCE �(1 EXPIRATION DATE: PERMIT NO.: _--- -- DATE ISSUED: -- - ---_L _ . BY: _-- (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _`1-4PVC,Conclu i 1_ --- — AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _GPneraA Telephone Co. P.O. Box 23416 Tigard , Or 9'72_23 620-6463 _____ NA E ADDRESS v- --� CITU PHONE CONTRACTOR---- _ NAME ADDRESS ---'------- _ CITY ----- PHONE---- PLANS BY General Telephone Co. --- - NAME ADDRESS CITY -- PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ -_--- --- - - _ DOLLARS FOR OFFICE USE: ---- ❑MIN. (2) EXCAVATION DATA: 0.02 X s STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY REMARKS/ TYPE VC . A C. �� .j(Tr- �� STREET — — - -- OPENED INSPE - R TION E — Q ESTIMATED STREET OPENING DATE: ___10 _L85 S ESTIMATED STREET CLOSING DATE: — / F) / 85 H — - _ D (3) SECURITY NO. -- SECURITY AMT: t ., STREET SURETY CO.: CLOSEDFINAL — _ CERTIFIED CHECK O A CASH U BOND ❑ INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS- FEATURES; EXCAVATION LOCATION AND EXTENT. 1I (See Attached Pri t )I _ I I I I 1 5) Nor NITwrokalmas =----- --- -- NTS TO CONDUCT WORK WHERE RIGHT OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE SSIA 0 O0 R�^ TRE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES. TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLE ;S THE CITY AND EMPLOYEES A-AINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS AC?IONS. APPLICANTS SIGNATvRE: OATS Z- 1 00% C o9 L 4. 'AyrR A 7.12,.:11^ P.1 L L 1w j X IV3 Aj A r 4- MAI,T C. IT, Ix/)I-13r(I ......... 441 PL A C- PV 4t F 7 m C re, milqmjmlg omERAL'Tva-EpHom rORM:04(,Ol INP V 10—/b ROUTINE WAK ORDER C.TFP TITLE t=-c Z) 7e c. r DISTRICT /11 r 7CI NARRATIVE A .11Z)V 7 rr X0-fil Op ACCT MATERIAL. CODE OfSCRtp?IoN OUANTITY UNIT TOTAL ACT I EST CUST COST I w4iEr }-i4 "1 L 40091 ADDITION! REM,VAL MAINTENAN(,F "FlIlIlt tmlE AL VA6E M s""F util ,Nn It IT STAR' EST �"mpt Ay Fly ACT OAT! APPLlrA'r!'.)N NO ol AT F 7i.q.Poo A*y oL-' .0, 3-,74 E.A 7 07a iS"A: I A MR TELEVISION INSPECTION ' Tape Start �� _ Report A Falkenberg Construction, Inc. 16799 SW 72nd Tape Stop Tape A5 Portland, Oregon 97223 Cleaning Report A (503) 620-6958 Clien _ OperatDate/ 4-' Time Location Awsi " Line Size Pipe TypeZ+� Joint Type Joint Length Manhole Condition's Date Cleaned — Result of Cleaning �� — Flow Depth t!}- Ground Watcr Elevation nil Direct on WIER READING INFILTRATION — A E TOTAL B F Clow Directions C — G _ D H — Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. - No. No, Inf. No. 1 2 /Lam- 21 J 23 24 25 y2 6 — - 28 - -- -- 29 gra• Ae t l e" r.,Ye 31 - _ _ r►'/,� , . .sc 1 int 770&1 32 -- _ at 33 -- ---- - h , % 34 _ 35 - _ 36 1 _ _ — 37 — - 1 38 -- -- - ----- --- I� Y — 39 -- -- —` Summary of Line Conditions: Codes - Pipe Condition BF - Broken Pipe IM-Infiltration Mark Gracie_egjmow �- C - Crack 0 - Obstruction Alignml,nt — CP - Collapsed Pipe OJ- Open Joint Joints a _ DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feer % �� _ Pipe Size �� ?oloroids—_ Reset ILLL V1jIUIV 11Vat'L1.I AUn ► , tape Start _ Report U �Q CAL-TOM, Inc. _ 16785 SW 72nd Avenue Tape Stop Tape 11 Portland, Oregon 97223 • (503) 620-6959 Cleaning; Report 11 Client I'p'"ratc Date, '. Time Location Line Si+e -- Pipe Type Goint Type -- Joint Length Manhole Condition' s Date Cleaned - - Result of Cleaning Flow Depth % Ground Water Elevat,.on ul.l Direction _ WILR READING INFILTRATION A — - E -- - TOTAL. flow Direc tion K==1 C F D --._ fi Ref Feet Remarks Inf. Photo Ref Feet Remarks —� P)Ioto No. No. Nl o. Inf.. No. 21 _ • 4 1' �_ — — 22 S � --hos 6ea_» a A. ._ 23 24 -- ---- 26 - $-- 2 7 29 ---- - --- 10 --- -_ -- - - 30 ------ - -- 11 - �— ----- -- - - - -- 31 -- - -- ----- __ 32 33 1 15 - --- -- - - 35 - ---- _ .-- 16 _` -- -- 36 �— -- HF 1138 1 40 J Summary of Line Conditions: Codes - Pipe Condition - _ AP - Broken Pipe IM-Inf iltrat ion `i;irk Grade Q' _ — C - Crack 0 - Obstruction Alig;nmp7f1t �y CP - Cot lnpsed Pipe OJ- Open .Joint .Joints q� — DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn. I - Infiltration T.1- Typical Joint Lineal Feet- e ___ Pipe Size. �Ir Poloroids Reset ----� TFLEVISION INSPECTION ' Tape Start / Z Z. Report d r.7- Fal.kenberg Construction, Inc. _ 16799 SW 72nd Tape Stop, Tape 0 _ Portland, Oregon 97223 (503) 620-6958 Cleaning Report A Client � l]�j�_ Operato Date Time Location 4 1Q,eiy -- Line Size 'r� Pipe Type 4fgXl_ Joint Type Joint Length s Manhole Condition's a-42-, — — Date Cleaned Result of Cleaning Flow Depth %y Ground Water Elevation (F, 11 Direction� WIER READING INFILTRATION _ — A E TOTAL / B - F — low Direction�I C D Ref Feet Remarks Inf, Photo Ref Feet Remarks Photo No. No. No. Inf . No. 1 21 _ 2 _ 22 23 �- _ 24 25 26 7 27 8 28 - - 29 - - -- - 30 -- -- - - -- 31 -- — - 3 --- 1� 33 —_ 34 35 f — 36 — - 37 - i-g- ---- 38 -- I 39 -- 1 40 Summary of Line Conditions: Codes - Pipe Conditi n __ BP - Broken Pipe IM-Infiltration Mark Grade __— C - Crack 0 - Obstruction Align ent -- __— — CP - Collapsed Pipe OJ- Open Joint Joints_ DP - Dip in Line OS- Off Set GC - Grnde Change R - Roots — H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet `� Pipe Size - Poloroids_— Reset — TELEVISION INSPECTION L` Tape Start �� _ Report 0 Falkenberg Construction, Inc. Tape Stop yam . Tape 16799 SW 72nd p 1 S Portland, Oregon 97223 Cleaning Report p (503) 620-6958 Clien / Operatof,�jof/ Date-� Time Locationt!��,4/ Line Size --4I Pipe Type Joint Type Joint Length 3, S ' Manhole Condition's Date Cleaned Result of Cleaning Flow Deprh - Ground Water Elevation _ ull Direst on WIER READING INFILTRATION A E TOTAL. Ste----- B _ F lF ow Direction �. CG D — H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. - I ! _ 21 22 — - 23 24 _ 25 26 27 - 8 — 2b 29 1 — -- 30 -- -- ---- --- 131 --- 1 _ _ 32 33 34 3 _ 35 1 —— - 36 1 -- �— - - 37 --- --- - - 1 — ----- --- -- 3a- — — --- I 39 - --- - — 40 Summary cif kine Conditions: Codes - Pipe Condition -- BP - Broken Pipe IM-Infiltration Mark Grade _ _ C - Crack 0 - Obstruction Align _—� _——_ CP - Collapsed Pipe OJ- Open Joint Joints - --- -- DP - Dip in Line OS- Off Set _ GC - Grade Change R - Root H - Shear S - Service Conn . I - Infiltration TJ- Typical Joint Lineal Feet 7 Pipe Size Y-- — ___ Poloroids --^ Reset — __ _ TELEVISION INSPECTIU 1G Tape Start - Report 11 Falkenberg Construction, Inc. Tape Stop .yam_ Tape 11 J S 16799 SW 72nd Portland, Oregon 972.23 Cleanine Report # — (503) 620-6958 Cl.ien (iperator� ate Tioe Location i /�fiTn?T�S Line Size Pipe Type Joint Type Joint Length Manhole Condition's Date CleanedResult of Cleaning _ T Flow Depth -0� Ground Water Elevation ull. Direction WIER READING INFILTRATION A E TOTAL B F —_ flow Direction(] C G _ D H — Ref. Feet Remarks Inf. Photo Ref Feet Remarks Photo No. ,o No. No. Inf. No. 21 - --- 2 22 - — 2 3 - 25 --- - --� - 26 _ -- 28 10 - - 30 -— - 31 IT32 -- - 1 .33 - 1 - —_-- - 34 - - 1 - -- 35 - -- 36 17 --- 37 - «-- 38 39 20 Summa of Line COnditic:ILL,: Codes - Pipe Condition ' _—_ BP - Broken Pipe IM-Infiltration Mark Grade C - Crack 0 - Obstruction Altgnm t fes' - _ _ CP - Collapsed Pipe OJ- Open Joint Joints / L Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn. I - Infiltration TJ- Typical .Joint T - - ---- Lineal Feet fa , Pipe Size Poloroids-Y_ Reset TELEVISION INSPECTIO{ 3G Tape Start �'L� Report 11 Falkenberg Construction, Inc. ,Z� 5- Tape Stop Tape ll 16799 SW 72nd Portland, Oregon 97223 Cleaning Report 11 (503) 620-6958 Client 1 Operator ate,Q�- Time Location --- Line Size _�' h / Pipe Type Joint Type- Joint Length Manhoic- Condition's ^ Date Cleaned Result of Cleaning_ Flow Depth --e5;L- Ground Water Elevation _ ull Direct on�� S WIER READING INFILTRATION _ A E TOTAL -4 � S 5 B ------ F -- low Direction C D _ H _ Ref Feet Remarks Inf. Photo Ref Feet - Remarks Photo 1 No. No. No. Inf. No. 22 -! - -- - --- 2 3 -Lj --- �IA = 5 - - 24 U h „ d a- r� 26 _ 27 ,c-- - 7 1 --- ---- 30 - -- -- -_ 31 32 i !3 ry -- 33 - _ 36_ -- 1 1 -. -- - 3 g it 9 _ 39 - 1:20 0 Summary of Line Conditi ns: Codes - Pipe Condition - BP - Broken ripe IM-Infiltration Mark Grads- C - Crack 0 - Obstruction Alignm-e t -� CP - Collapsed Pipe OJ- Open Joint Joints _ DP - Dip in Line OS- Off Set GG - Grode Cha..ge R - Roots H - Shear S - Service Conn. I - Infiltration 1.l- Typical Joint Lineal Feet_ Pipe Size _ ^-Poloroids Reset___- ILLLV151UW I1VJNtLIIUH Tape Start ,�', Report I -�- CAL-TOM, Inc. 16785 SW 72nd Avenue Tape Stop - Tape I1 Portland, Oregon 9722'3 • (503) 620-6959 Cleaning Report II CIienthOperatat Yr�,y'�7� f);itr _ Time Location L1�LId1,✓/ � '�-�jr � Line Size y� Pipe Type Cil, Joint Tvpe_ - Joint. LengLh Manhole Condition's —^ -- ---- _ Date Cleaned Result of Cleaning Flow Depth 79- Ground .Dater Elevation _ .c4Tflo'w ull. Direction � WIER READING INFILTRATION y A 1. ` __ TOTAL. S � B P Di.rc-tion [ C t: D Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inl . No y./4 - 22 J Lam• �C�� 23 `---- ----- - _ - _.. - 4 — 24 - -- --------- - - �' .� 25 2 _ h - - 6 27 2829 10 30 11 31 -- 12 _ 32 /Va tiafa.- s taH t _ 13 33TV -- -_ 34 - 535 16 36 17 - -- 37 1 _ _ 38 -- ----- -- 19 39 20 40 Summary nf Line Conditions: Codes - Pipe Condit inn Q1,� _ RP - Broken Pipe iM-Int iItrnl iota `tnrk GradeC - Crack 0 - Ohstrut-t Ivo Alignm t CP - Collapsed Pipe 0.1- Open Joint Joints- � --- - — DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn . 1 - Infiltration T.1- 'Typical Joint Lineal. Fr-et "T Pipe Size Poloroids - Reset ILLL V1�IUN I10NLLIIU14 'tape Start d�46 Report !I ---- CAL-TOM, Inc. 16785 SW 72nd Avenue Tape Stop ��4/ Tape # Portland, Oregon 97223 • (503) 620-6959 Cleaning Report U t:l i, nt5/, OPeratr,r I),ici`�_� � Time ol t.oc a t i on �i11 Line Size f�' Pipe Type Joint Type_ _ Joint Length --,` Manhole Condition's Date Cleaned Result of Cleaning Flog Depth -_ - Ground Water Elevation uII Direction WIER READING-- INFILTRATION A L TOTAL. J B F low OirectionC ---_- G --_---_ = Ref Photo Ref Feet Remarks Inf. Feet Remarks Phc,tol N-0No. No. — Inf .. _No 42 - 2 '_ ----- �---_ _ 23 - 4r- - --__— — 24 - ----- - 25 - - ----- -- h` --— 26 --- -- - _ - --- - --- __ 27 - --- --- - - _-- 28 29 - -- - 30 31 __ 32 - 13 T 33 _ _----- --- --- -- — 35 17 _ — _ 36 37 0 - -- 40 Summar; of Linc Cond i t it na; Codes _ Pipe Condition !- `� B1' - Broken Pipe IM-Ini iltrat h,ii !t,trk Crede �� C - Crack O - Obstruct ion Al ignm t Q � ---'-y --, CP - Collapsed Pipe O.1- Open ;o int Joints — DP - Dip in Line OS- Off set GC - Grade Change R - Foots ------- _ ---- -T- _ ^_ 11 - Shenr S - c cry ice cone . 1 - Infiltration T.1- 'Typical Joint Lineal Feet-- Pipe Size � ' --_ Poloroids Reset i _- ILLLV11U11 111.,1LU1101 i Tape Start ,7 - Report .i _ CAL-TOM, Inc. / 16785 SW 72nd Avenue Tape Stop -- Pape fl -s� r4 .. Portland, Oregon 97223 • (503) 620-6959 Clelning R1,port I! _-_-_—_-- CIienti��-�- -1?/�f[� petator7" f1,rt1 Location Line Site Pi},« l :l+« J(7mint I'`+t,+ Ininl Leng0r1_3 Manhole Condition's Date Cleaned Result of Cleaning; Flow Depth -49- Ground Water Elevation ull Direct or 14IER READING INFILTRATION --- 70* A - E TOTAL 70* � �� B F low Directio C G D H Ref Feet Remarks Inf. Photo Ref Feet Remark, Photo) No. No. No. _ Int _No _ 1 ��• 121 A 22 23 24 25 26 27 28 29 r - 30 _ 32 ` 13 -- -- 34 -- ---_ --- --- 3,5 6 3h _- 17 - --'; - -- __ _ 37 20 Summary of Line Conditions: Cedes - Pipe Condition �� _ - BP - Broken Pipe IM-InMork ark Grade - C - Crack 0 - obstrut:t Ion A11g nn nt CP - Collnpsed Pile 0.1- Open Joint Joints 2 DP - Dip in Line OS- Off Set -.-__---_-_-_---,_-- - (;C - Grade Change R - Roots • �_-_--- __-- - H - Sherr S - Sorvict- Conn . I - Inf filtration T.1- Typical .toint Lineal Feet.___ Pipe Size N Poloroide Reset iLLL 111JIU14 IWJi'tl,IIUH Tape Start Report 11 CAL-TOM, Inc. 16785 SW 72nd Avenue Tape Stop 3_1 Tape # Portland, Oregon 97223 Cleaning Report (503) 620-6959 - # Client ./ Operat-0 llateme - Line Size Pipe Type �, .hint "Fype_ - Joint- Manhole ointManhole Condition's � i. Date Cleaned W Result of Cleaning Flow Depth -t19-- Ground Water Elevation a u11 Direction WIER READING !' ' -� INFILTRATION ---� A F. _ ` TOTAL B F WLflow Direction C _ G D li Ref Feet Remarks Inf . Photo Ref Feet Remarks Ph`�tol No. _ _^— _ No. No. -,�--- Ini No. 21 2 ^ -- -��--- 22 23 24 25 h 26 ------ 7 28 9 29 to 30 32 13 - 33 - - -- --- F4- ---- -- 34 --- - --- -_' — 35 -' 6 36 37 1 38 9 39 20 40 Summary of Line Conditions: Codas - Pipe Condition, -____ B1' - Broken Pipe IM-Ini iltrationi Mnrk Grade _ C - Crack 0 - Obstruction Alignment _ CP - Collnpsed Pipe 0.1- Open Joint Joints DP - Dip in Line OS- Off Set GC - Grade Change R - Roots • _ - �- - N - Shenr S - Service Conn. 1 - Infiltration T.1- Typical .loins Lineal Feet.- Of Pipe Size Poloroids__ _ Reset ` September 26, 1984 CITYOF TI1VARD WASHINGTON COUNTY,OREGON Anthony 0. Righellis, P.E. David Evans and Associates, Inc. 2626 S.W. Corbett Avenue Portland, OR 97201 Reference; Colony Creek Estates II Suburban Manhole Frames Dear Mr. Righellis: This letter is in response to your letter of August 31, 1984, requesting the use of suburban manhole frames for the storm and sanitary sewer system, due to an apparent unavailability of standard manhole framos for use in Colony Creek Estates II. If there is no appreciable structural difference, and it the suburban frame and cover meet ASTM A48 Class 30, as required by USA, then the use of the suburban manhole frames for this project is hereby approved. Sincerely, Frank A. Currie, P.E. Director of Public Works (FAC:br/0176S) ''I.: n0f) Thompson, City of Tigard ------ -- 12755 S ASH P.O. BOX 23397 TIGARD, OREGON 979?3 PH:639-4171 —�� fte 4 o� P19,94 Ln ROAD .2IGHT-OP-WAY DEED OF k O WARRANTY DEED - STATUTORY FORM U a Corporate Grantor LA _ Titan Properties Corporation, Inc. _ LA a corporation duly organized and existing under the laws of the State of Oreeon 0 Grantor, conveys and warrants to The C1 t-. c -T12,Drd Grantee, the following described real property free of encumbrances except as specifically set forth herein situated in Washington County, Oregon, to-wit: A portion of lots 3 and 4, of the duly recorded plat of Wilson Actes, situated in the North- east one-quarter of Section 11, Tournship 2 South, Range 1 West of the Willamette Meridian, 1n the City of Tigard, Washington County, Ore;;on, more particularly decribed as follows; Beginning at a point on the Easterly line ofState Highway 217 (S.W. Hall Blvd) that is 10,190 feet South and 40,00 feet Easterly from the Northwest corner of Lot 4, Wilson Acres; thence from the point of begi.ining North 12'36'00" 'Inst along the Easterly line of S.W. Hall Blvd. 124.77 feet; tnence South 89"43'31" East ::. 3 ;eet to a point that is 45.00 feet Easterly when mensurii at right angles, from the _-,rerline of S.W. Hall Blvd.; thence South 12'36'00" East 124,77 feet to a point that is South 10.00 feet, when measured at right angles, from the North line of. Lot 4, Wilson Acres; thence North 89' 45'36" West, parallel with the North line of Lot 4, a distance of 5.13 feet to the point of beginning,, The said property is free from all encumbrances except a The true consideration for this conveyance is $ -0- (Here comply with the requirements of ORS 93.030) Done by order of the grantor's board of directors with its corporate seal affixed on rusr- l`7 19 ,',¢ THIS 1NSTURMENT DOES NOT GUARANTEE THAT ANY _ r PARTICULAR USE MAY BE MADE OF THE PROPERTY DESCR;BED It, THIS INSTRUMENT. BUYER SHOULD CHECK WITH THE APPROPRIATE CT' °. COUNTY By, �., President PLANNING DEPARTMENT TO VERIFY Ae,t(OVED USES. By Secretary (Corporate Seal) L i STATE OF OREGON, County of )h(n J(r )se. �.�(( �L, 19d `% Personally appeared � _ and �- who, each beim first duly sw rn, did s that_tne ,former to rhe — pres. eart and _1 the latter is_-the ( �'/ secretary of Is porate sehl of said cc o ation and that said instrument was signed and sealed in behalf of said corporation by authority of is board of directors; and each of them acknowledged said instrument to be its vo;untat act and deed. (Official Seal) Before me: �(,, .-1��(�Yt /L - --- Notary Public for Oregon, Hy''tohnissi.on expires: f`i.TR1 ,IA L. F,^.11-iFlg3— NOTAPY PUBUC•OR16-A 41Y Commistion Erie, Approved as to fora this day of w 4 t / By: ty Attorney - City of Yloard J Approved as to legal description this day of 19 B)-77Z1?Z all City Engineer - -L; of Accepted by the City Counc'.1 this _L1— day of _'j.g,1e,,,[ 19 ,•'y . CITY COUNCIL, CIT•: OF TIr1RD, OREGON / City Recorder - Cit �f Tigard (170�A) ` w S - Q • O C a' W 9 bm p �9 f �r /1 LL w 01 -�9-w /66 k)?., 4ZI w 338 37- - 32 33 3 '� 3 L T, I , I 9 40 1 14� 0 1 �— _.._A3 + � I Z ` --_� `�?�D! ,.1—` ,, .,y 1 �� 0� II ��/% � � � I �j � I 1► � I �� I �9 � I �► N I �I v �/t I I �, L. _ — --I - - - - -- — 1 I � - l _ f� _ 0h ell Irs O 45 42 43, 44 54104 ( CD I I �t, ��, > , -� Nk v tE L =A'_ , , 5 56 57 581\ I 59 y �� `�. � ;Kb Q I - 46 e,,0014 53 1 1 60,E / //8 . T A_12 ►� 4 7 -- — — -- 52 61 67 ��00 OR4 8 ,,e1,F o7—. r_ sA �o 6 6 1) b ,p, 60 'My, _ ),d-' X64' � 51 63� - — - - — ---- I 64 49 o� i 68 % t ZL Ila 6 0 � pIyO 69 I d p n D M (:.CJI_..ONY CP.EP.-' NO CIF 16 w son_. , h ! 1 ( ( � ( I � I 1 I 1 1 I ( I 1 I I t i I I I 1 I ( I �If�l ll`I(Il�tlll(f11�111111 fill(II��Ifirlllll11111�111�111�11!(IIIIIIII�tII�t11�1 ,,,Ill��lll�ftll�tllll��t�i�t (�t�l�l� - ,� � � I ` NOTE: IF THIS MICROFILMED - -- _ 3 4 5 6 7 8 A 10 I I 12 DRAWING IS LESS CLEAR THAN �'— T1i IS NOT ICG ir-TT 1 S DUH TO r- ,Df QUALITY OF THE ORIGINAL ., .'"DRAWING. ." --- - - -------- J OE 13? Be LZ 997 SZ fp Z, EZ ZZ a 7Z ISI 131 LI SI 1111 1►1 EI z I I 01 6--- -O L -9 .-- E Z I ' III 1 -I - - Nlllnllnulunlniilnu!u)Il�ailn�111uiI�tlN�flulnuiuNlllN1111i�Nltf;�hiMll111(N!III�IIIff111ui11M��110�tlltt'}1Hhtlu(III�t111t1�1tIH{II�N�IIliulllllllllullllllllll(1111�I�IIIYIIIIWI11llIIIt1U�111� JUTE 24 19 92 I 1 t� t 1 Q � 1 ' t C� Ile _.4 ----._.. i �4 0- -'' i �'� __ - Q LLJ /001,F - ; pL1I � 0) � ' /.E• /6 .60 o�r7' /,f; .'�� :5,2 /it/ __.__ _.. �;AMg 3 9� ,� ' /• �, X16, 5¢ /,E, /,17, // // ; /e=• /(ora• �O /N % O ��' /6G. s0 Dv //E, 147, -- ---- -- - _ IN LLI ell LL A0 LLJ ot4o-Awuj 0 OC 00 04 04 01) - � •E/5 ,52 "� /-ADO �_` 1 > w Y cr . � l X06 � �"�,1,/,' �•d/ F- O �• S�Iiy �7Narr !/ I 4 / IF, W7,oe,') ,14W E- �.��. �o� F,r a•� � _ �1 � � COLONY CREEF-' NO 2 I , ?�""a"gllMh►n rwpp■pn^�,.1*t�l.ex^�*►wAMww+r _..__. i ~ P�rII 11111�IIII�I11��IlIi'jl'►�il�j�il+ Il�illll�l'lrlll�f I�1 11�`tlXr �r��ll III�II�Illt�rl I111�11►I111�111)III�IIIIIII�IIt I�I�IIII1�1f111 til��llllll�lllilrl�t�►�1�1�toI 1 ( ..�. • .:,.,,„�a,wa, ,y 2 3 4— NOTE: IF THIS MICROFILMED •'�"�"'�� I — -- - DRAWING IS LESS CLEAR 114AN � x THIS NOT ICr-r-TT IS DUE TO QUALITY OF THE ORIGINAL J •'•DRAW ING. — —---—---— — —— -- ---- --� OE A2 92 a 9Z S2 UZ EZ ZZ la OZ dl el L1 91 til bI E1 21 11 01 d 0 L 9 S r E 2 1"'•"' r►IIIu11111111ulllllnl�rull111�It1�111�II11ut1�11stI1111�11u��1nlllultu�111111�i11H11RlIII�IU�1liitlnu�11r11111111111�1iN�N1}�trt11�t11M�tI1Tf�1ttl�ntl�uH�ttiL�i111�itt111i11�1N!`la ,ytt�111111111�1111�1111�1111�)111t1I1�11ciWll�u�lll,' � RO JUTE 24 19 92 , C Y•- 1 JL)' 1 pu.ab '1y.�it. � IoM.o6 c �,T .3fiJ�J -- ti 1Ir2 >a 3 V t 110b+ o L 5v6� n - 1 A0' �z'MSI► C ;P V4'11. - E°' foa.A� 5�i.00/ 5'f.ao r � 1 Or 4 � N M'4�i'�iu•W It/6 4l R e.go.... ./ STATE OF OREGON OWNrKV County of Washington SS FLWHAIN7 M. VL"M^N I,Donald W. Mason,Director of Assessment J00BVH b•-To 11Ra`P7 and Taxation and Ex-Officio Recorder of Con- IV-)15 g.r. M°LOUG'ILIN DLVt�. veyances for Said county, do hereby certify that Mft-W/W W E, Of_."I'l Z the within Instrument cl writing was received I.VMLIGA►.tT ANO p.CiENT and recorded in book of rrcrrds of said county. TfTAN twprwrleiH Donald W Marron, Ltrector of 20�I45 a W. -T-v HWY. Assessment and Taxalinn, Fx- At-OHA, OP-e. 011Gbv Officio County Clerk tNbINEFI�--LAND !�UI�V�`(Olt VAVII7 EVANe✓AN17 4yxY.. INC, Zv'1,(i �o.W•GOM-G'�?T AVE. I�nWTI-ANG, ota�. �I"YLOt m nN z33-�av� 1985FEp 4 AM 3: 57 L_t&END o gY611Y1 t0" l"N FCV WITH PL".j. 6010 ye"IN I►u ytl- • per#0Jrti, FvuHV MONUMENT MIN01'L p0 (1T1oN-1 COl� opL►UIWL71( ,�- T,- TTAx I.17r� 10Z ANO -,,voo NC % *E0. 114 NW 1/4 4EG• M,T.2*., VL IVY., W.M. I PR 07 SS t U N.1L' TnbA1`V, WIO-O'PHIN&TON lGOUNTY, OIC-f-&0N r ' <•.,e�L� I'�go' Moir 15, vi t* PUSO[N1�S. K � ,iv a0,4AIj L IAMMIRT a0 September 5, 1984 C11rf(W T16A M WASHINGTON COUNTY,OREGON Mr. Mor-an Bleak Titan Properties 2201 NE Cornell Road Hillsboro, Oregon 97123 Dear Morgan, Section 15.64.080 of the Tigard Municipal Code requires that driveways have a five (5) foot setback from the property line. In the case of Colony Creek II, III, and IV a "0" Lot Line Development has been approved requiring a 10 foot spacing between buildings. The intent of the five (5) foot setback is to maintain appropriate spacing between driveways. The conditions of the Planning Commission approval assures adequate spacing. The Code allows for the requirement to be waived. Since the 5 foot driveway setback it vnneceseary, it shall not be required by the City for the Colony Creek Development. Sincerely, K ith S. Liden Associate Planiec 0615P dmj 12755 S.W. ASH P O. BOX 23'197 TIGARD, OREGON 97223 PH 639-4171 O ORODAVID EvAns FlnD A330CIATE3 , inc. 2626 3lU CORBETT nVEnUE • PORTLnnD,OREGon 97201 503/223 6663 August 31 , 1984 File: TIT002 Mrd- Frank Currie, Director of Public Works --lir. Robert Thompson City of Tigard 12755 S.W. Ash P. 0. Box 23397 Tigard, Oregon 97223 Re: COLONY CREEK ESTATES 11 REQUESTED USE OF SUBURBAN MANHOLE FRAMES Gentlemen: H & P Utility Contractors has requested the use of suburban manhole frames for the storm and sanitary sewer system due to an apparent unavailability of standard manhole frames at the time of construction. No appreciable structural difference is apparent and thu aesthetics are similar. It is requested that their use be appiDved. Very truly yours , BA'. IU A:,,S AND ,�SSOCIATES, INC. C Anthony 0. Rig. ellis, P.E. AOR:me q 5E) gc=RO TR DATE A��m ITTA FILE T `TUGZ DAVID EVAr)3 mw A33(XIATE3.ux. 2626 uu'r)PR( r Frv( POPTLAM OFK"07201 5031223 oho! TO �Al2., C3��T�1 MP: AD PROJECT 1 T q 1)IiLf T► C.A SUBJECT U81 L- Lc ITEM COPIES DATE DESCRIPTION --- - __ = ; •zee B AS YOU REQUESTED REMARKS- C1 FOR YOIlt' INFORMATION ❑ FOR Yr-",f APPROVAL ❑ FOR YOUR REVIEW ❑ RETURN REQUESTED FILE NO. DAILY INSPECTION REPORT r PROJECT �_L-t_C :t- DATE Weather C. L..e 1,ltr-11Construction Conditions - x Li.ti.'T Contractor `� - �? ! ,L`C"t l -'t t-- _ __-- Personnel Equipment fir` 1�� 1-�i:�F l REMARKSjr 1 til � c,i <>►_ ( .t ' --�; �*-�r.� — � ,_ �•-mac , .'� `� =� �.•c •1.{� �_� -� � �, lNL t } • 11• ► Itr` I t" ` l 1 '. I t C TF i u L)11 t t" INSPEC'T'OR FILE NO. DAILY INSPECTION REPORT PROJECT ��-L1 C.F t1-k_ '�' .%:i �- DATE Weather 1EAQ- /1-ii_ Ll .�t� Construction Conditions ,cl.l��tti; r- Contractor l-t,1h`P Personnel 'L FC-,,1'.5- • .^, �..:. `� 1, t l '_ l �''� Equipment =��C: 1i`7s:-, �1.��-� � �e; c \� •c•� � � c�1-.'N\`� REMARKS ♦`-` 1C L. \,�,"� zT L1J•!'\ 1-- �`�� 'ti '�r?F'C`_tel' 7H H r- r_c. ` t_ 1,�!�tom='• ��_ _1 c.• 1 \ �C� CL � � � �1� t C,�-�>`'tZ �t- F1 1-_ �F1 l`.. �`�-`.:t=-l-_i �- �.L:�;•=1T�t,1-� tA T t-t �'. l=.1C ,c F T� tE- 1__ C _ \+-I t. 1 INSPECTOR�JC�l� C- FILE NO.-VI-TCJC�"Z DAILY INSPECTION REPORT PROJECT _C0L,cuVzt4 C(2r--r-Y, M_ _DATE �b ScArTrzRV--n Weather CL.oV,pS NU-" _Construction Conditions C�4��lhu 5-ry Contractor. Personnel -- Equipment REMARKS F-CU1ZtA phAcG ] -MA8 UATl V !tel A`7'�2 ►,BALL iz� N-T H �TN _ l�l.l.. -�O 0 u-r~ - fi e f-�.• 013 �2�D�_Y- --��- 4 1-�1 ; lZ' INSPECTOR l c=J�000 FILE NO. r 1�CSU DAILY INSPECTION REPORT PROJECT CDC r:,V:) ? CQ t-&e{L _DATE �S-�q- Weather C1.13.At2 )L" I p _Construction Conditions EX: LY3&7c Contractor _.__ -k-rI L\TL? --- -- - - --- - _-- Personnel Equipment CA-TT Z- poeo S . FyUpT Loci LG.�1�'��`, — - REMARKS 71_- _CO 1-�G�3 w7 \ tJ CG N Ei v-'1 SIJ N CU lr8 r 1 t_1. P LZ e,S'T_ IL NJ- Du INSPECTOR FILE NO. DAILY INSPECTICIIN REPORT PROJECT CLC •:.�y' C�c�k `1r-._-DATE Weather V2-,IIIPA�u: �L —Construction Conditions �- Contractor eJ/� Personnel Equipment -I�Z L- REMARKS CC7t-> _tom- '►C.'c�o „ '-{�� N S -T 1,:)C.y- w F IZ ` 7 fL �n L -yC,t2�1 D�' �2aG 2 1 0 EL 12b A -Ttf� �2 � Cd1=�'T +l�ltC,t-t7 �-T V.J O��.L�-�t� • t�{G, �'F. 'STA 4,s INSPECTOR I FILE N0. Y INSI>FCTION REPORT DATE ECT C-2LV tOv C ze E .,I C � Construction Conditions her,-_ l+ ��a�— — tractor sonnel ipment C-1��a L win iL CP SFU �v S � �� ' ►� -- CLK p�� v �G---��l Yi-Af' r� INSPECTOR cj �l FILE NO. � D,ATLY INSPECTION REPORT PROJECT \ISL-ucQ C_p 1= 1✓ DATE ,pConstruction Conditions �Y x c�_��L•,�7 Contractor i-', f (Z I �� ' �. c=� �fJ2E�-c�L) tc P-A,2, kQ-Nc Personnel 1 c_. - Equipment' - �"R*�►�-f �.�� D E3 I� �� - � Qr-� �Z REMARKS /� �.' �� F� I t i NA L C, �'Z-,A \7 I I`D L 12 n -t h C F 7 c•,t� - C [2 A T \ )T�• L 1 1--) G tr �j-- -��.� C' V A 1, fi � I I INSPECTOR r 9%C FILE NO. DAILY INSPECTION REPORT PROJECT DATE �� Weather -Lt,.,,..0 /iti,, ,.,Construction Conditions Contractor 1� `� ��,.-r L �r {��.�.� �1 ,;�� --rc Personnel �? �- -i4AZc=cam• �� L�t�- c , Equipment �`.Ht� i-t��?-T�7r1CesC ►--> Nva l� L c,4\D7 :R REMARKS t-1$ 1L t .,_,c\. 1 �`c�►_ E `Ti-NES �`�11��i•11� iLtZ l�C E� 1`'T. 'i�: 1 .•%_`! yr"-�C ► + C,�-�. ,� �T.x.•"11� �� L {-�r F t.:a: �r �:C' �r �- � t l,� �'(�-- �.1�'C� Ct_ L' ��-•1-►1r' +-'t �Ll" T r,L� �1�; E `:_.4�L\!L ,- �r v 1 �� L^, .L� h(fir-,C)r-.i,k ��>> tz,,) (', o. l•-r�.,;1-�t-,�-,,L�. ( C_ ��,-�- I�1f,--e� ��►�' .-Ir�� ZI- � ��Lt�l� LL tz.)r_'1_,C� ��.. {y'C�� 1 1(. `1 i T I 1 \ 1� IAPB �2 �� VIM LL= IJ ° �-.'� �E.11 ih��C 1 E 1E•. 1 � .{ � Ems{tc_�I:: /�_ INSPECTOR z- � UUU FILE NO. DAILY INSPECTION REPORT PROJECT CC l c ►:. C_.1? E 1C- .� ��-t C=� s'� DATE Weather , -�,i,,� ��.c�_,� ./Nui��,Construction Conditions Contractor. Personnel ? Op�� l �c•S'_5 , 4 Lr1R��12 t^� Equipment n 12.1-1c:r, t� lAut' C -'\ REMARKS �E_AC t.^'� � I1�1c-HFH1_ INSPECTOR �� r 1 ��, c_� UUU FILE DAILY INSPECTION REPORT ` PROJECT c t:�� '1. 53{�- � TT -DATE Weather ,1- ��U -r, --y, L Construction Conditions Contractor Personnel I Equipment y FT, F ('21, -\c`r'. 1�� REMARKS \��a M `fit--Z I L Un L•ra"r�,�'_A L I INSPECTOR _ '_�� • F 11,E NO. DAILY ?NSPECTION REPORT PROJECT E-SZ DATE —I- LS-S+16 Weather �.U::.� '� 4' CC.�C�t_ Construction Conditions Cc.,tractor lh 3 Z U,�_% lT % �E - L+_(_- .A<-,�'r-1 A l-� c Personnel `1 n'1-r.i2,. , 4 Ln,p�,,2 V_-V � Equipment -7 I) L 7LT7L C_ REMARKS �i�,1? ;,/111 �� c_ � � lA �_ �r �`� ,C` _ •1 'T �� ( � � : �� • �- \�) 1� �.1\1 k'. iC �'I�,F-'-rC 'I � f. '� t-`C' �l_ � � � (•F' I? C- 1? �'.l_,,kt� � Ic�.':r. 1 O.rC� �"f � L L �\ I,.Jr� SE IC't �.� � ` 1 INSPECTOR �, LI \ J�UUU FILE DAILY INSPECTION REPORT PROJECT Ci�LU t 4 �_t��'��' �= zi' r f -� ^ DATE Weather 1�k,tj, t) Construction Conditions t=&Cy-k_ Uji)T Contractor H ik1�_ �.lTr�-i ,-�t'S ��(i�'G ► �1�arIn� �r� � ` i,.;�L�. Personnel Equipment. 1 C•�.�t:.t� �('. S1� k-'<c��. �7 Lc,AbE i� -37) REMARKS �. y l? ( ,�.JTR.Ac STC ��'i `Tyf\(�-`t C� C'l ✓E,►7 A L_L i. L �`�r �—� l k- 0 �� ►. �1—�� \x (71 ti�C� ��i t-'c= INSPECTOR1, ti (ti,�- FILE NO.'T1-Tt, —,-- DAILY INSPECTION REPORT PROJECT �, y� C2EEK EST�,TES ]r DATE `1 -23 -84--- weatheConstruction Conditions ECCELLe-K-)i T Contractor H $ 2 VL: - Li-T- f[_�QE(:,O4-1 (C �sV fJC, Personnel _�_C�J�2�TC�RS 4) Bg S Equipment'sTI2NClCI-� ��y� \� f,Es 716 Lunpei4 REMARKS L-noe, A _LC_ ��LL�UQ_1.��•i�. ��1.7Tt2AGTC� (L�� •�\►-=�t5H �Tti� S.A lu T A 2 E SQA 0 t3 �� Ccs r.�P�.�-�-�,t'� U`�cTt-� �t~� ��►:, t`t—.P,2� �►�.�� S G2-t-A S�,cGe,r2 LA-T[2, l+JCz,ht�je,5DAP,L C INSPECTORlQ,,d� �,'� (� FILE NO._7_CT UC)Z DAILY INSPECTION REPORT PROJECTCC)LGl�L� Cl2C-EE� C��f--\ E_� �L _---DATE Weather ReAu_'r� C=LL1_ Construction Conditions �r�CEI LE1;_i Contractor Personnel Equipment REMARKS 1�L�_ G�= 74B ` -P\ ICTAQ_Q _ ok N e� C.p?P_Liz: 1P C✓1z�-1 �,D c NA A--N v-i-)E--1U Le-- C us�`JC�12 IL• INSPECTOR 1 ' FILE NO.-tel TC->(._) DAILY .INSPECTION REPORT PROJECT q CVje ek C��Tf T�s DATE Q Weather 5cajejZkFn C_Lbt.►Dc.� Construction Conditions ExcEL�-E►..� Contractor �A ♦ 2 Personnel H A rZ - 3 Lr't rz.. ,-ruQ S' 4 Equipment F-I t r1 To v1c,E Wit_ a r� ex I.UAoek, Tcax. 1 REMARKS _ '-� * [c - 1J 'T1 tJ C� ce� S'TG12_M S�wC--.C2 � Tl.LtC✓�> k1St-\!JCS MANtAbk L'�k Al17 47EVG12M -� � �� -- Gam_ 1►��_ �� iy p,-c-U t�ty �Ry3tcT INSPECTOR FILE NO. - i I HOZ DAILY INSPECTION REPORT PROJECT CU L G►�t� �� -C-S-7^- _DATE4- Weather. c Malek n wuoc�INuM,,)Con3truction Conditions Contractor l :rl ��-r•? � 'F .��' sC�N�L� t c Pgv tiL G� Personnel {-� (r' — ��4 C•(2�T��1"LS , 1?t r, S 2 + Equipment HA zycm --> 1'-tyc --m-1(�cicyo #4t)c., TT) LEI V) )(c, CgZ� ��1��K 1 .o�-rz�19 t � � C� z►.��,C�-r. It1z REMARKS _y C It �`?'11 1 to oZ t lJ� Ac--:n KA o z�Q��, 1.)L1.�1�G �t-l�• 112 e-v tz, f2=1 ��-��o C� F�►zPt�,c 2�� fi �+a Tom--- �;�1-z-G Ay—P im, �s • r�+4 �+- SMC) ��1 C..L VC,C.--t,.�1'L• V�.�-1 rd A-% -�.- %`�Sl�-EH l� \�1J�N�1�C',� — HAQ INSPECTOR ��Q \!�--� �_1✓� c / rfbU FILE NO. DAILY INSPECTION REPORT PROJECT C� LrJU�{ �.k - r�T�--r �� "T(- DATEWeather -Construction Construction Conditions Contractor Personnel Equipment REMARKSpt_� r % . , r% ^ �- LA `CL- (2At ��. � � L.' ti L�� , C? �� T1-1 �iG r1F--•. -2 ��n l>>f�I. �. I �' ��. A w�'ST,g til_ ti� t r 2 t-t`T 1 INSPECTOR FILE NO.-'k-'(-,`,Z DAILY INSPECTION REPORT PROJECT COLD w:='e Ca-vI le - DATE .4-- Weather �,'VeQ_c �s;- Construction Conditions c.ItE L�-e Contractor Personnel �� ►� �n� c_o t --'►��e �'�t�61"L Ch�r•Cz.ATc 2 Equipmentm- I,eX C�`T ��12C �. C7 �•,-c. �,�T c� REMARKS INSPECTOR '�.ti��. . KwWWWR FILE NO.__nTc>c,7_ DAILY INSPECTION REPORT PROJECT Ca C DATE -64- Weather JCAUT ( � t`. Construction Conditions ExC'PLLktL T Contractor -� c. )A _ Personnel ►,DDIC11- J2_A -,-C1 Equipment s �c__C-_A 7 CAT• --. REMARKS C r rz_ r: C: 12 S s to _ 1 l S"CL - k,, C Lk - k,,1?L .L•T 1_-n `_C kLk. A 4'. E KC L'L �c <<- C a�..> ��-i- ��,�� s.�, C-�►:�-�-+fes c�t-c� rz_ �.�� .tet" �Giq�1►�L A-1-Ln 12 t= C� �iAT��1 l� N'�? � .�4`�' .(�►A t�L�2_��h c-( ��1.�-� c-87 �OuC�I� �t`' U eC,e.A 0 b lam,n-t 1 U o Mc)rz-� A o o b D - INSPECTOR _ � FILE DAILY INSPECTION REPORT PROJECT �,� �:�, C2E:F V_ - DATE Weather FA, ,:�.T1Fl 1�>rC�,,�SConstruction Conditions Contractor Personnel tuu V F Equipment N-U►� t REMARKS Tri _ �T 2 F -UT�c T n S I�E E►: �ST��F�'� C R C LC^ 1—*:-, At,3 ENns PSN (��, 1, Z►- L.a 4 ��U -TIA's-, C6-��12 L• PIC., F�M Ft c L7 NA Es.A kl-7 s �-!A7 Z i C7 U7 INSPECTORS �,� 1 FILE NO."�'1 -r QcQ _ DAILY INSPECTION REPORT PROJECT CU L vr,z t{ Q l' ,,tkK IT DATE S ` ��d-- Weather Scnrrr`r—to (Lr,,-kq Construction Conditions Contractor Personnel Equipment REMARKS C L L ./� I F== __ �.lc.� IZ.� to G �H 6 � K� -C G ►�ST fl �cT .��,�� C� !�:� Iz�1�C 1� i INSPECTOR r FILE DAILY INSPECTTON REPORT • -• r •��" PROJECT DATE Weather � Construction Conditions KJ Contractor Personnel ti�/A Equipment r1 — •� wA' . .Ni.\1 V. �.�w �-.,1` Iw. 1�.•�•��•V11`� L�+ REMARKS 1-> S'T'2 C>-L"T C© C G ►-Z) F zQ eti> C t' F►r- C-�1 a C�A 1� 2 c 1.�—t. V<-'c �- c-+k Co e t►= c �c� 50c C� �' ��set112�7 //��-1 C C G 1.�T 12.-� c�T� 12_ I��L►-�- � – -Tc, ,�C.l?. // A-T Cc, c Tto 0 \C- res S JNSPECTOR i To ; Ee wA�e��► crit : 30"m OA4MAv1 L14� CO%.ou`d ttm%L Z MQRyAt�l R�„CA1It. bEW . !'_0�l11E�1'T. REQ�ST> lb NTS.. 4 - ZZ-84 NAVE bE.'CE.R► %MEe TMA'T THE PREv toVlaLY bEFiC.CT%VrL ToRT1oNS OF THE SKA - SEW. SYSTEM T%kUtc% ,A "Jklb SEEM Pt"A4%R£e ANtb %A41% rk%%v.,b TNE. itsQ ui REQ AIR TlST g uz6E4utt�R1..� AoV CAN mow Nbsuc C,ou�►Eet�o N rER`M�1*a 1'l1rc,RET� , ie} z a N �. in Prn PN �11 1'J I 1 I J J V NIJh y U 711 L� o I < � o m k 1I 4�1 r e v f- cCLij � ui Q > N tico cn U x LLJ � � r J w a :2 . . F Ld Ld tr o a (/) � I CL F J muff w w s t � N 1 U w I �1 I w V Q fn � CD G V_ a V rY I W � ,, I I y r tr � �, �'► C �� l�. � - rn u I I Ki - -� b-a U, I M tet.. �1 1^ f. W U I J C) Z L �J J � o U O Cr) � (r Llj CL _ _ July 26, 1984 CIT`lOF TIGARDI WASHINGTON COUNTY,OREGON Titan Properties 20935 SW T.V. Hwy. Aloha, Oregon 97006 RE: Colony Creek II Dear . Firs, This is to verify, per'-your request, that: I. Each lot will be sitdated on a concrete or asphalt surface road which has right-of-way and improvements, including curbs and necessary and adequate drainage structures, together with means for operation and maintenance, which meets the standards of the City of Tigard, Oregon. 2. Said subdivision, where necessary, will have .irainage structures and fill designed to prevent flooding as approved by the City of Tigard, Oregon. 3. A municipality owned disposal system will be available to each lot at the lot line of each lot at the time of sale or lease of each lot which meets the requirements of the Environmental quality Commission, with capacity to serve all lots in ,he subdivision. 4. The improvements required to be constructed, by the City of Tigard, Oregon, have yet to be constructed. 5. A Subdivision Compliance Agreement and Performance Bond (and Maintenance Bond) has been executed by the subdivider and has 'leen accepted and acknowledged by the City of 'igard City Council therc•inregard completion of the improvements; said documents are or, file la the City of Tigard Recorder's office. I hope this letter clarifies the matter for you, regarding documentation/verification required to be submitted to the State Real Estate Division by each subdivider. Sincerely, R 1.. Thompson Engineering Servi.:es (0150S-01515/br) �' ------- 12755 S W. ASH P.O ©OX 23397 TIGARD, OREGON 97223 PH 639-4171 APPLICATION AND PERMIT TO CONSTRUCT APPROACH ROAD PERMIT NUMBER `'�:r•,N' HIGHWAY DIVISION -HIGHWAY AME -- MILEPOINT ENGINEERS STATION Beaverton-Tualatin _ 6 . 1r)7 HIGHWAY NUMBER COUNTY _ 14 l SIDE OF HIGHWAY APPROACH TO SERVE Washington n NORTH (EAST Residential Develop 1:1 SOUTH U WEST F BETWEEN OR NEAR LANDMARKS HIGHWAY REFERENCE MAP AND ATTACHED DRAWING NUMBERS SW M_cD�nald AND SW Rn�ta David Evans Drawing Sheet 1 APPLICANT NAME AND ADDRESS BOND REQUIRED r AMOUNT BOND REFERENCE YES ❑NO OAR 734-50025(61 2, 000. 00 Titan Properties p INSIIHANCE REQUIRED 20945 SW Tua l. Valle Hw REFERENCE ADMINISTRATIVE FEE Valley Hwy. R)YES ❑NO OAR 734.50-02513) ❑ TEMPORARY DEPOSIT _ Aloha, Oregon 97006 AMOUNT CHECK NUMBER $ 50 . 00 DISTRICT MAINTENANCE SUPERVISOR DATE COMPLETE X APPLICATION FIECEIVED ATTN: Morgan Bleak REGIONENGINFER -- I L_ 642-3093 X DATE UTTILITY PERMIT SUPERVISOR APPROVAL DATE APPLICANT APVL KATION UATL", X — -- X — APPROACH ROAD COMPLETION DATE -� REFERENCE OAR 734-50-050)4) The applicant declares that he/she is the owner or lessee of the reel property adjoining the above described highway and has the lawful authority 10 apply for this permit When this op pkcation Is approved by Me Department of Transportation,the applicant is subject t the,Orme enc.provisions contained here.and arached;,Oreto.and the terms of Oregon Ad- minlstrallve RUM,Chapter 734.DMIllon r0,which Is by this reference made a part 01 this permh Copies Or the Rule may be obtained from trw District Maintenance Supervisor's office Issuing of permits under"se regulations Is nOt a finding of compliance with the statewide planning goals or the acknowledged comprehensive plan for the area Permits ere Issued sub tact to 11`0 approval of city,county Or otter governmental OVencies having either pint supervision over the section of hig planning goals(OAR 7;14-50055) hway or authority to regulate land use by means of zoning and/or building regulations It shall be the applicant's responsdelity to obtaic g,w any such approval including, applicable,local government determination of compliance with the statewide SPECIAL PROVISIONS 1--It the proposed application requires traffic control devices and/or special road construction,the appllcent shall provide a copy of this application to the affected local government.The orlginai application must be signed by the local government official. I OCAI 7MFNT FrIC1ALIGNATURE TITL DATE/L/ 2--The applicant or his contractor shall notify the District Meln's nce St.lpervis s office at least 48 hours in advance of commencing work and after Completing the work covered by this permit.(OAR 734-50040)Telephone Number TYPE 4 APPROACH ROAD --CURBED HIGHWAY NOTE All.atonal and workmanship shall be In accordance with the cur- rent Stell Of Oragora Standard SPeclhcetlon for Highway Construction Drwy t R/W Linins I I W 24 W,- X [K 6— - /� A♦ 1 �\ nNct tier sKew APPROACH TYPE CURB TYPE 90 l C J B (Nota — --- -- 40� if ' �� \ 2 NOTES W Nv' )TH OF DRIVEWAY r° If -- WI K DI ANCE FROM FACE OF CURB TO BACK or PRESENT OR FUTURE WALK OR 10 FEET, C -- -- WHICHEVER IS LESS �C nn c C u r b� J C W, SEE TABLE A ON REVERSE PLAN x SEE TABLE A ON REVERSF 7343307E(3-93) SEE MACK OF AFOPLICATION SUBDIVISION COMPLIANCE AGRF.EMENI THIS AGRELMENI dated the7�± day of J �.r.� 19,Sy between the CIT'i OF TIGARD, a municipality of Oregon, hereinatter termed the "City", and _ _ TITAN PROPERTY , _ hereinafter termed "Petitioner". W I T N E S S E T H WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as _ COLON'. CREEK ESTATES #2 Located in S .ction 12 Range 1W _ Willamette Meridian, Washingtun Cjunty, Oregon; and WHEREAS, the City has approved and adopted the standard specifications for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary ;ewers prepared by professional engineers for subdivision development ; and WHEREAS, the public improvements required to be constructed or placed in Petitioner's development are incomplete, but Petitioner has nonetheless, requested the City to permit progressive occupancy and use of property in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that the public_ improvements will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1) Petitioner shall proceed with the development, with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not later than two (2) yeas from the date of this agreement, and Petitioner is hereby bound t camply with all subdivision standards as set forth in said Subdivision Jrdinance and the standard specification adopted by the City of ligard, or as may be otherwise approved by the Public Works Department and to use only such material and to follow such designs as may be required to conform thereto. >14 (2) To assure compliance with the City's requirements and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form approved by the City, with liability in the amount of .$197 .436.()Q copy whereof hereto attached and by this reference made a part hereof. (3) In the event that Petitioner shall fail , neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time limits, upon ten (10) lays notice by the City to Petitioner and ` Petitioner's sureties, and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the work completed and charge the costs thereof against Petitioner and Petitioner's sureties and in the event same be not paid, to bring an action on the said bond to recover the amount thereof. In the event such action be brouRht , Petitioner and Petitioner's sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and costs incurred by the City, both in the Trial Court and Appellate Court , if any, or the City may, at its option, bring proceedings to enforce aga;^nt the Petitioner and/or Petitioner's sureties specific perf.otmance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard , and in such event , in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's attorney's fees and costs, both in the Trial Court and Appellate Court , if any. (4) Petitioner, concurrent with the execution hereof, has deposited with the City an amount estimated to equal rental and maintenance fees with respect to the street lighting facilities within the subdivision, according to Portland General Electric Schedule f191, Option "B", together with a further SLIM equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights. Said amount being $ 1,222.85 _ (5) The City agrees to make and provide periodic and final inspections which in the City's interest are desirable to assure compliar.�.:e herewith, ir. consideration whereof the Petitioner has paid prescribed inspections fees.* (6) The City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount of $ 350 . 90 (7) At such time as all public improvements except sidewalks and street trees within the subdivision 'lave been completed in acr_ot„ance with the City's requirements, Petitioner shall notify the City of the readiness for in,pection and upon certification by the Department of Public Works that the requirements of the City have been met, the Petitioner will submit to the City a good and sufficient maintenance bond if not already provided with the perfurmance bond, form approved by the City, in the sum of $ 39,487.60 to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year after tentative acceptance of the public improvements by the City. Upon receipt of certification by the Department of Public Works, that all requirements have been met, and a One Year Maintenance Bond, the City Cou,icil agrees to tentatively accept the public improiements subject to the requirements for correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (8) That in addition ro or supplementary of the requirements of the City's Subdivision Ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations: *Project Fee $_.__JhW1 .J32 Sewer Fee $ 41Q.00 -2- (a) None of the lots of Petitioner's subdivision as described may be occupied for residential purposes until an occupancy permit is issued under authority of the City and no occupancy permit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk paralleling the street for each developed tot proposed to be occupied, is installed as a part of the development ; provided that all sidewalks as required by the plans and subdivision code shall be installed throuphour_ said subdivision not later than 3 years from the d.:.te of this Subdivision Improvement Contract. (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) as required, shall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and applicant for occupancy permit occurs within any calendar month from October to April of any year, such plantings may be leferred until the next following growing season. In any event, all landscaping and trees in all areas shall be planted and in place within the entire subdivision within three (3) years from the date of this subdivision improvement contract. (r_) After tentative City acceptance of the public improvements , the Petitioner agrees to place a one (1) inch asDhaltic concrete Class "C" overlay on all roads within th- development; placement scheduling to be approved by the City. (d) Compliance with all terms and provisions specified theretofor said subdiv;.sion development by tine C-iuncil and the Planning Commission of the City of Tigard, Oregon, in regard to variances allowed from the subdivision ordinance, conditions specified by the zone use classif'cation and, also, on t:he approved plat(s) and plans(s) . (e) Petitioner . yes to provide for correction of any defective work and/or maintenance t • ring apparent or arising Jurii,g the guarantee period as hereinabove set forth. (9) At such time as all public improvements have been completed in accordance with the City 's requirements, Petitioner shall notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met , the Council agrees to accept said improvements for operation and maintenance responsibility, thereinregard, and release the Petitioner's guarantee bond. (10) The parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and Petition^_r agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior to the time this agreement is executed on behalf of the City. (11) The specific requirements of Paragraph 9 hereof shall for all purposes be included as a part of the obligation secured by the aforesaid performance bond and the Cicy shall be entitled to recourse thereto in the event of default on the part of the Petitioner with respect to any requirement there,)f. -3- IN WITNESS WHEREOF, Petitioner acting by and through its duly authorized undersigned officers pursuant :o resolution of its Hoard of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly and regularly held on the jwsZ5"bay of , 19-f:j has caused this agreement to be executed by its N.ayo and Recorder . By: THCITY OF TIGARD, OREGON By: —Nay o r( ^ l By: ��1 1 ly O•J _ Recorder —4— STATE OF ORLGON ) ) SS. Cl ,198 County of �L ` ( ) On this __S�_lh day of l � � � before -ie appeared v_ YQ� .__ '�.1-rC _ and both to me' .personally mown, who peing duty -swcirn, i�id saythe —_ is the `President , and he , the sai is the Secretary _ _ of � ' the within named Corporation, and that the seal afflixed to said instrument is the corpc,r.ate seal of sail Corporation, and that the said instrument was signed and Sealed in behalf of said Corporation by authority of its Board of Directors , and C t1 �.� __C' _ _ and acknowledc;ed said�i s ument to be- the ree act and eed o sai Corporation. IN 'TESTIMONY W11LREOF , I have hereunto set my hand and affixed my official seal the day and year last above written. �� r Y�. nv PATRICIA L. FAPBENS No ary Pub i.c or Oregon. NOTARY PUBLIC OREGON My Commission Expires _ ty Commission expires AC-CL:PTANCE' Tne City above named hereby accepts the foregoing grants and agrees to comply with cacti and every term and condition thereot . CITY 0 TIGARD B / fiTit - PAt� Recor er STATL OF ORLGON 11 ) ss . County of u hlr tar._ on this day of _UV--m ___ 1967 before me appeared _ �,s c__. -. k anJ K_,�U � —�-- --- -, t h e both to m-e persona l.r known wnio being duly sworn , di say that he , said is the Mayor, and he , the said --- Fe _ is the Recorder of the CITY OF 'TIGARD, a m �_ unicpa corporation, and the said �,�� and��re�� _ _Izo►. acknowledged t'ie said instrument to be the free act and deed of sjid municipal (orporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal , this the day and year in this my certificate fArst w.-itten� Notary Pu is or Oregon My Commission expires t(t, td TIGA RD VICINI T) [:j114 tr� II i I I ?jCCA_Li� n feel(hundredc) rT !I ►� ?j [LYNq-�,zl I[TI j 24 �twrofo ' fy 11 I r 16 rb rTwyxid 1IIr Ir,.,RLNr ST i 1 1�•l(-I �, t/r.r•W, + M . I• •.� 1 h M,N►TOM I I't.I�. 1p VAIWI, [Ir- ST •r I LN �•` Ol` •fid r� •0. .' IT J - D O[ ��/^ I Ir01 7tiIM, 1 • IY.rN loot 11100 7 R •. j/,4 •Y ; ,r [DM-000_ v SAN( Not t 1 SII r� ALvi[To cT � • eQ r N ',•lylDON-tn / ' p / IT {Iv \ 1.,000 df [I.IIMC :r)t wn. i • C f T1 r ANNO l wpm u. Yen Act i, IT /�� I -•r"-_. (1-77'-'c e i IIN.O 14,000 y IF DOL �n 1L • ■ u[-'� st � c,. LMOMT( w e u �� ..•"`111 C I Y DO •YhKI c[ I 1 f1 Y I/,000 ( ,r IUaeKr � t r � Lnlir T t r I I // V II l\ 11 S ' r' I I � II R1M1 St R I I• rr �' NII,lI11 Tl1 w,,,1.1rkq ' Oplr JAL/ F� i I ( T;. /I 11,100 9 NII,,• •[ Q '� ,� U/.R�rl1t II. I 1 A. it T � >< so coo l ' rtwrr�n� —�—�" �I \��• \ 1 1.ono e� l (u �tIT r / n ,� rltLy� •I I 1 !i rtrt i I r J• �� — ti /1.100 10 1.kD1A1 $101n • Y�I�P 4'I +t. x10 I ai all 'P'Sov r l/ x I I �I , , ti•�r• I I ( , k. off lei II i1 41 on am HECAIVEn Tigard Department of H6blic Works Gentlemen: CITY OF IIGAItU We have received from you a loan commitment in the amount of $650,000.00 to finance the improvements of a subdivision located in the City of Tigard, Wash- ington County, commonly known as Colony Creek Estates Subdivision. Loan commit- ment is by LINE OF CREDIT. $197,914.00 of the total ^omm 0ment has been allocated for the improvement and eveTopment of: 1) streets, including drainange and curbs, 2) adequate pro- visions so as to protect the subdivision from dangers and damage from storm, drainage and flood waters. All such improvements are to be completed in conform- ity with the current standards of the Tigard Department of Public Works. We have agreed that disbursements of the $197,914.00 will be made on the following schedule: ITEM PERCENTAGE AMOUNT Streres 39.4 77,915 Storn System 18.4 36,488 Water System 17.0 33,573 Sanitary System 25.2 49,938 TOTAL 100.0 197,914 We have entered into a "Subdivision Compliance Agreement" whereby we have con- tracted to install all improvements in accordance with the requirements of the Tigard Department of Public Works and we are hereby authorizing you to hold the above stated funds and to pay them tc us only when the Following has been adhered to: Tigard Department of Public Works has provided certification acknowledging completion of the work pursuant to the. abode schedule of improvements. It is understood and approved by all parties of concern to this letter of commit- ment that Tigard Department of Public Works shall have first claim and priority to the sum of $197,914.00 less disbursements approved by Tigard Department of Public Woks, in the event of any defect and failure to correct such defects in the construction of improvements. It is further understood and agreed that the aforesaid priority of claim is para- mount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed that the sum of $197,914.00 less disbursements approved by the City of Tigard shall be held available to satisfy any aforementioned claim by the City of Tigard notwithstanding default on loan by borrowing party or termination of loan by lending institution. Sincerely yours, TITAN PROPERTIES CORPORATION an Oregon corporation MMM Ns 74—ACKNOWri OOMINT- 01eORAIInN STATE OF OREGON, ns. County of Multnomah On (his 19th dnv of June . 19 84 hefnre me appeared Morgan . Bleak and both to me personally known,who heinp duh- +warn,did sa,, flint he, the said Morgan W. Bleak is the Vice pr, ,fent, and hr, the said of Titan Properties Corporation, an Oregon corp. is the gecrrtmry file within named Corporation,and flint (lir srnl affixed to maid instrurnrnt is the corporate APR/of said Corporn- fion, Arid that the said instrument was signed and waled in behalf of said Corporation by aothrify of its Hoard of Direrfors, and Morgan W. Bleak and acknowledge said instrument to he the free ort And deed of said Corporation. I IN TESTIMONY WHEREOF. I havr hereunto set my hand and affixed my official seal the day and year last above written. Notary 11uhlic for Oregon. My Commie+inn expires FORM No. 24—ACKNOWLEDGMENT--Cr APORATiON. —E-NR NFRs LAWV CO., PORTLAND,ORF, STATE OF OREGON, 55. County of Mul tnomah On this 18th day of June /y 84 before me appeared Robert T. Fuchs and *UK to me personally known, who being duly sworn, did{ y�Qtthat he the said Robert T•...F.UChs is the SeniorprUrdent, and he, the said - ... is the Secretary of Orbanco Poal EState Services Co. the within named Cornoration, and that the seal affixed to Said instrument is the corporate seal of said Corpora- tion, and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors, and Robert T. Fuchs W acknowledge said i:istrument to be the free act and deed of said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed rriy official seal the day and year last above written. Nota:y Public for Oregon. My Commission expires 02--29-88 Gentlemen; We have received from you a loan commitment in the amn.;nt of $825,000.00 to finai:re the improvements of a subdivision located in Wa:;hington County, commonly known as Colony Creek Estates Subdivision. Loan commitment is by LINE OF CREDIT. $197,914.00 of the total commitment has been allocated for the improvement and eveTapment of: 1) streets, including drainage and curbs, 2) adequate provisions so as to protect the subdivision from dangers and damage from storm, drainage and flood waters. All such improvements are to be completed in conformity with the current standards of the Washington County Department of Public Works. We have agreed that disbursements of the $197,914.00 will be made on the following schedule: ITEM PERCENTAGE AMOUNT Streets 39.4 77,915 Storm System lA.p 36,488 Water System 17.0 33,573 Sanitary System. 25.2 49,938 TOTAL 100.0 197,914 We have entered into a "Subdivision Compliance Agreement" whereby we have con- tracted to install all improvements in accordance with the requirements of the Washington County Department of Public Works and we are hereby authorizing you to hold the above stated funds and to pay them to us only when the following has been adhered to: Washirgton County Department of Public Works has provided certification acknowledging complet;on of the work pursuant to the above schedule of improvements. It is understood and approved by all parties of concern to this letter of commitment that Washingt., County shall have first claim and priority to the sum of $197,914.00 less disbursements approved by Washington County, in the event of any defect and failure to correct such defects in the construction of improvements. It is further understood and agreed that the aforesaid priority of claim is paramount to ill parties including the lending institution maH n the loan and that the lending institution has covenanted and agreed that the sum of 197,914.00 less disbursements approved by Washington County shall be held available to satisfy any aforementioned claim by the County notwithstanding default on loan by borrowing party or termination of loan by lending institution. Sincerely yours, TITAN PROPEPTIE., COP,PORATIOM an Oregon corporation tip n v- Tea Pres i r e n t Approved and Accepted: (BondingCompany) (Lending nst tut on (Escrow Holder) By>' Senior Vice President - ORBANCO REAL ESTATE SERVICES CO. (Title) STATE Or OPEGON ) ss. June 18 1984 County of Ofmi �iXpip ) reisonally appeared the above named StephenA. Bleak and acVnowledged and foregoing instrument o—be his --vTun ary art and deed. Before me: /^ otar- Public for OregonMy Commission Expires: 02-2.9-88 CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 / RECEIPT DAT : 1� _z" _AMOUNT: $ -- - NAME: L�i w CASH: __- ADDRESS: —_ CHEC�.____. _ M.O.: OF FOR: ACCT. # PERMITS SURCHARGE AMOUNT SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 $_ MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV CHARGE 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV,CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 — TOTALS $ RECEIVED BY. PERMIT NUMBERS ASSIGNED.- Number SSIGNED:Number Amount Numbs Amount Number Amount — — $ S_ S RECEIPT N 19026 I i CITY OF TIGARD DEVELOPMENT DEPOSIT FEE COMPUTNF ION Shirk T PROJECT NAME C ch Ct r'` ��'�'l�s ->*►�—2PROJECT N0, i (1) PROJI±CT FEE (City ord. 60-48, Soc, 10, Por."A°): n)Total estimated I provement cost . . ... .�7�- G) Less con. sewer est, const. cost. .......... S4, Adjustod improvement e) .04. (sublotol) (2) SEWER FEE ( U.S.A. res. 70-12,Sec.9, Dar.��8 ); o)Sewer plan check fee 13 Inspection f es , J; 4l l - /U• I) 10.00 X (no, of lots) ; Cort 2) 0 100.00 min [D ! b) Permit fee tk connection charge paid, . • ........ . . ..Q i c) Sevier district contract surcharge paid ............. ...Q (district name --- i (3) STREET LIGHTING FEE : i o) p G.E. lighting schedule no.-_ 1 b) Mthly rate option. ....,. . no._a�t-- type of!Ighf I lumensI I..IY (mthly rate) (no.of lights) 1ype of ole ergs+` r �YV Y p cl'k�o Q'; u v .7 T!r !r U u n e.• S (mthly ra. (no of lights) yG,e'z .yr. = 12 mth's (subta al) 2yr.= 24mmt s X ?�l a...��'G�' t ��o /.I.L.2, ,0 -- .. . . . .... . . . .. �-.. ahlclal) (n o,of rnlho (4) SIGN FEE (item-t-Installation) (per sign) (no.of$1911) STOP X RESTRICT, OCCUPANCY -X ° a- STREET SIGN X COMB.STOP/3T.NAME - X NO PARKING �.�-y X �_•- - ._l� `= mis.1. type r -X 'misel. type) • 'G , . RECI.IPT NO —�'--�-�- DA1 E PAID --1-=F- check fIl. ._ Gt;ANp TOTAL •�;•.t.•_ �•�.+, cosh d money order C7 Ipserl: sewer,straot,tir xt!� ` '11511 r OL I J Qd b-rte• T' 1 f MA?GH �XI�INb Pf*�/EMENT • r; .,._ �� --_��" i.n, r2•,rs�,`or+r�D a•u��R �o�C IL WcI�INa� /VAL�6yAY - - - - - - - — MUi.'G }�Z"M N. GI�EEi� GOU OLT H 2 -- Q -_ — - �tb,PI.AL. - R-Do'r G1Q-OWN f`T TUP UIQ MOUNb N C (p n a+t'>U✓!i G?J�I'zUU�1�Di N(� (�lLI�t7li • -- MAPLE ItAit7TIN& 4;b - PINI-✓H 6010-A•OP- ' &PLouP o1= MP.oL5 M N. (',.A'wr' No �,-/o 6.r v,r`D EIsar Z R L: • " !/ MIN. -- --- — EXIN(> �)Ul7�fs-AOE I�'fi"MIN, 'GO.-ON'Y Gf�-yl�- t�rATC J' --�--�-- ��WH lT� DINAIW AZy�.EA.-- �1�-�� PLANT'IN� ��Tp•I L ,�, ; NOT To'SG�I-�' b -SAP tN"I, rHOTwIA - ILL W s as b' WtDt AVIOHAL--r w�►i.I�wd.Y w Q. W o � o oC a t:XIgTINb Q_S _ ULGH - 2/2''MIN, z � I Aga Ar't'FOPWATE �i'OFClsOAi �'MAPE °O IN. 7r7w Qi.ANTIN6� �OOiV ANIS (%EtzT,�IZE� - �--�xly'11vy dUt>�I�IB J � I-fs`Lt7 M.-�pI-1: - (/'� �/4''O" R•OG•1�- P�A'>t� V �XI�Ji1Nb gU0��J1�A0E -- a _ 1- GHIN�fJt$ MOL.Li� I�Z+AI.1'ci* - ✓J-11aUl7 I��ANT N(9 >ETA!L- V TU fXov.-E rrrrr To 7GAL•D 5' 1.0T q-� •. 3-�eA�.A�.- vj N N= 2 cz aa . � 4 �l�GHINEf3'E M49,-ue AZALLA W ~ EX.4'lfl NCO �JO''GI:OA1�- I C v a 1I i PLANT --IGT > a-19N FLP W H rTE AZ►ov- QUAN. °JOTiANIG�.,,,. NANI��L!/MMON NAME �iZE Gu ND 'I ON GuMMENTS 1- J•°�PLN °�C PHO'TINIA ---- �1-01�bCIN F11�p� ryi �E/j-w.�P��,1M/a.�D ` / Z�'' (>A U L•?H r;t?-I,� GJHP�I.•L-ON/gALA L- 1 (sAL-, GO N"P� N�r�- I-GHINt E MO�.I-If7AZA1-F.� I� MAHONIA &A�, I �-l�CD MAPLE la wHo-n m 4 JL.AP�I��pPd., e pHpTI rJ IA ! &^L., 1-ORCbON GIy.PE• � -- - __---- --- Ih A2P�Lt:A MOLLI�a/Gt•{IN�jE MU��I�a ALAL•�+ ' �'.�AV. 32 AZA Lt-A / W H I"rl$ DWAIz-G '•'� � � PtGt:!rf?.v PIGN IG TAPII-E — �Z L��A -- � �/ •. ----. 3'�Jp`V!sN��_._PHOTINIA — � _�71GN��►-' NOTEry / T vt%r SPY AL-L- GQUANTIT,5-y 4 �, !'MF.A.7uREM T . (c rvTS GIo N D ITI o N 5, 2 `�- - 2. TH17 rI�N 1'� C�Ab Mh1IG ^Nl7 I.G'GA"rIGtiG✓ MAY tali 6U17J1'.6T TO GRANGE, 3, �`I.I,. PLAN?' MA?RIALS 'VHAi-6- ,ON1019IoLm 11avO'OE -rO THE �•MEwG�►.N ' h/ b / '��uA1'ENEK>E PHrrT N!I+ ( G?AN�AM�-D iG� NU�EI¢-Y �fOGr� GuA*4t'T F-G T oN e%I ^'r• wrigue-T) Lr-, W/(S aGM VOGI4 `'P"1��- IN pL A'1'IV�f.A A-.� �,,_ PI�Oro�O �I�L�T TIS-CES �p _- '�l' WRiT1'c OWA12G AZALEA ` I , C� 7 u o � oc� � r a 9 din Go Al T cnLONY CREEV.: NO C`• n F 1.6 l s . -tip a . _ I I I ! I 1 'j"=�I�II'1'i�lllllil'Illlltl fl�► !1I'!(IIItIIIIII�Jill jII IIIIIIIIII11rill1I11llfllll�ilillll�lllllll�tl) IIIIIIII111�11 .IYIIC IIIII1�111 Iltlllilillllll �� 7 8 8 9 I�0 III 12 a , NOTE: IF THIS MICROFILM-D 2 3 4 5 DRAWING IS LESS CLEAR THAN --M--�� THIS NOTIMI-IT 1S DUE TO IHE QUALITY OF THE ORIGINAL .•�y_.-�-uRAWING. QE AZ 8Z LZ ��" SZ 1Z E2 ZZ IZ 0 of 91 LI 91 91 1p EI 21 11 01 • • L 9 9 Ir- E Z ►lIIIIIIIUII�UuIIUIluulull�uul111�1111�1111�11ttllltl�uuhlll�nll�tlrl�.+aUIINI�HII�IHIMiIl�fI11II1tf�INII1tIlIIIilIHltllll�'It11 111111111111tih111I111f�Illllhfl�IlftlNll�111 IIIIIIIIIIIIII�IIIIIIIl1�I e UNE 24 19 9 2 ,. r J SD A, 1w 'G D /7 /7' f St iB 1" U ,e�e4 OAS4r CTU c.v�jo --a --- «)_ �c, �r 100 ��5 r , G' �? N _ T1V�II-" ea `'AvT ECJ'iv�V �qMf 45 Co ' ,�',j 141 AGO 0,ev + 1 , COP ,� y 00 I Acn j \ =0,0(w a,e , I� /.di o f/�lG i '',� I ' Tye (0 Uj u IM 0 ' 2 9 31 ! I I I I I I , , r' 32 33 34 36 37 38 39 40 41 cc .. I I ( ! ! a� � I -t 1 � ! i pl 90• Vp' (vu 1 >` #17'.94 <' Fz 0 C.,� - ---- �� l L= /35•/9 45 _- � r _ � , -� v �' ` c' �t v I v (,' (1�•1` ffi /!Ovu� 540"o 0 0I,a a 4.. - - ('ate \ ti �` r ° 1 k 2 054 42 43 44 it IY Z l�l c� til ! I I 46 ' a OL G3. ! 55 56 57 58 5 �I / �'fy� ,e= , - -- - 53 1 1 60 z1C2"_41'99' 52 ----- — - - - - - - A —� 62 ,� 2�� 4�9?'12'Gt '' ��1 \ 1 iw '101r e- 48 � ' ys,yy I - i�-- / :45",;�166f`4,t 1. �o 1 A l 6 calee32.09 i �� A , ! 51 , _ --- - - s/�°�c1Ute-~---I k- Zr7 / 6 , . �.lb y•C� v - I � � I 4 9 _.. __ _ _ __... cU�d 68 L=71�,p;� I I V 65 es /08 / 50 A=�2°/7'36" 3.41 I ,,� �-• 117.it 69 11444 0_141,00 �, C/rY --r�•4�r/�,4,e,� K�'�s/E�'G C;;��' �is177�.5' =�✓D mc) ` ¢ ,4LL �/�G� �Gp�//,C� ,,�,�/' a✓�,E�q.y �,/�;=7i�v L�� 10 I I �-' S r-,a�.olvv cl��:E�: leo :� 6 OF i.6 • I .w . w ..• r...� . `- - .Ir.fwl:gr.w..y„E:..w,.. Ms"^^ .'Y '' T '•�,,:_-r .W/:`."`"..... "'NVIMM' , WWI ..�Irmr,. `Yi^^_"" awOr'+av+r-._,. .. „ .+r+. „ ._ I ` It III I�'I III III III 111 -FII Yj1 1�1 ijl III IJO IIi �) �I ( t"f III Ilf III I 11) III Ifl Ilt f�� I�1 ill Itl 111 111 III III III III �t� SII III ill (I III III III IIS III IIr' .- • ` NOTE: IF THIS MICROFILMED �"� "°�� I 2 3 4 5 r T 8 io 1 I 12 DRAWING IS LESS CLEAR THAN F --�""` T141S NOTICe-F'-I1 IS DUE TO 0 l _THE QUALITY OF THE ORIGINAL DRAW I NG. - _ - --- -- -- -- — . •Z 9Z Li 9? 5Z t►Z EZ ZZ I7 0Z 61 191 Ll I 91 �f f 1 `c l Z I I I 1 0t_1 6 9 [ 9 S I E a 101," ,,�''� 111lluululll;IlllunllllllllllllllllNlr�Itl�lltf11111>11IIIIIIubI1IlII111nII�N1IhN►!►I11111n�1(1♦Ht11fIuItI�Ilnulllnillll�nlf�i RRlln�fltt�inl�nn�m►IunNH11111nllulllllulull�tn►�� ,�{�j II�.��j�IW11Il1lIH - _ 3 . JUNE 24 1992 ►-- -+err-•- . ._....rte.: � 4 .. FRAHLER ELECTRIC CO. PROPOSAL & AGREEMENT 11860 S.W. GREENBURG RD. sat ata TIGARu, OREGON 97223 ,a+� Oi, Date: Mw 17• 1.984 Phone 639-4F.27 We hereby propose to furnish labor and in,terials to complete the work outlined herein: ❑ To be charged on a time and material basis. C'030.00 T.V. H.1 hw� ❑ for s��bid of s �<> q Y t 1 , only Bid flood for work s `.)7(/()C commenced within 30 days. L r.,..,r i;lerak J r— Payment due within 30 days of Invoice date.Interest will be charged at the I , rate of IVi per cent (minimum !1.00 charge) per month, from date of Invoice,on past due amounts.If invoice must be turned over for collection, InR - AI)DRISS .J„ek. Dr. the customer will pay reasonable collection costs and attorney feet in s t'r r0;1 L addition to amounts owing. J K1 IiERfBY PROPOSE TO PERFORM THE FOLLOWING: i n ;..i for furnish and installing the hollowing street light., t ••.r.ound wiring and connections to be done by P.G•E. rsr.enf;ure sodium Towns, <- Country f ixturen mounted on 191 ' woorl posts, to be direct buried. I } prl:-sure sodit.lm fiy:turea mountrd On 301 Aluninurn poles ' ! nt m.;. These poles will be mounted on concrete bases. r ,Much for allowing us the opportunity of submitting thin } ' you have any questionsit please :Feel fr.t�e to contact us, i w ird to working with you on this project. when you are r . t• this project we will Ix, happy to at.tpiAy yatt with a fi.rtri Arra sari;bons from plan,or alteration s requiring extra labor or material will be performed only upon written order and billed in addition to the sum nverPd by this contract. CONTRACTOR'S GUARANTFI ACCEPTANCE OF PROPOSAL t+, a"arantee all material used In this contract to be M specified above and the entire lob to be done In a The above specifications,terms and contract are satisfactory, ,,,a n,vtmanlite manner All labor and materialt litwep,limps)are guaranteed for one year. and Ip(wel hereby authmire the performance for this work. WN „n,lil, -h all workman's rompensation and public liability!aws. Date f Ic } Signed ff !tate Signed �� Signed _. WHITF —Sign and Return Original to Contractor CANARY—Customers Copy PINK—Contractors Copy DATE OS �0 �_- TRAflS�MITTAL FILE CFrVlf?E�,1=1f1U A.S.SOCIATES.w I c; 1 G noRTIFlM OREGOn 07201 I �� ',A/223 0063 } TO—_ /APAZ'1' l PROJECT 77L� OF SUBJECT 'T1MA'.Z'l�. ITEM COPIES DATE DESCRIPTION__ cr'n AA <S YOU REQUESTED REMARKS---- FOR EMARKS -_FOR YOUR INFORMATION _ ❑ FOR YOUR APPROVAL ❑ FOR YOUR REVIEW ❑ RETURN REQUESTED FROM MWJEAILMUMIP�wMAK�� I Nol : 11TIUZE P-)QMN& °1O(,.r.vp ApD111oNAL rAVEp MON R 3 7 AI ONf� i.L."00 Ah TAI�Ep- d fiTE M.H. L2ID z + yTANDAp-D?TYE Cr AI�PpnAGN (24 PT.W10a, WI-TH V C Ur-o bAWGU'T LAN& TAPM" EJY,H 61DC) BDbP OF wDvC Oi PAVFMCNT --- �MAILViOX Zt°/�VL MEWT CURD UNC - —_ ---- —-- _4 TL 13 500 10902 �K P PN VIEW i SGAL� : i ny h0' •• R� otoo i+od 2too TnvoFouP-& 79 L.F. 12°G I',I I E nq.33 "g la -- - Ex►4!T Z4 L.p. - -- - It'll_a 3 IF!`MOYE 1� i IZ _ 2v o' NOTWG IZ.O' ALL MP4L '.`7H^L IL �` 99WTINV SLUPE VAW Eh 2'�i DONFOKM TOeq^TG' Op �/►T! (Z�/s-�l%) E' MAX.VP+-&ON DEPT of TKANC7POPTATION gfpaj. hAWoLTT _ 4" TYPE 'li'IG ��IDEIVALIr , 41NCHF� iHl'1� V Y4"-0*GWX"H9V P-OCV- — TTPE 'G'Gt1P-0, 10" 2"-O'OMU'!PHED NO no Nom- NO.2 pP,K) C%MMom MYXM70, rK r-c••t TITAN f' " ref-Ti n/.7 it T11�t � s NCTL° LMILIZE �7U�f1N� °1O(�.lc vp n AVVrnONA.L pAVPW WIDT?i :3 ALONb?L.' ioo A5 TArEP- z� n r 6TE M . LI z t tio.l4t: 2" 'r;JrrANDAFD 7 qpr- 4 At'►'ROALH (24 GT.WIt9E" WITH V GUF-V bA1NGUT LINA TAf"�p� Ep.G+� tilde) _ EtJbE OP en[>t nn vaveMGNT �MAILmo)( ^r.4,-VMtW GUFD LINE FU PRUf p 1090") 09 02")109 -� - K --7 PLAN VIEW AIGH�,`. 0+00 1+00 2t o0 TO r OF GU PD 79 L.P. 12"r Exwert 24 L. r- (I�MOVE , CN rrLo I%I L 24.0' rr a' I4 O'-- F�W K NOTt+ALL VW" SHAt.t_ "WtlNV yL01'L VA14G7 2'/L GONFOV-M -To�TATEor � i0A17 (?,y��3��7 { �JIIMAJC. ()"-f4ON 17Et'l OP 'TP1-Ny1°OR-TATIoN 4 TYPE rOIpEYJ�Lv , 4 1NoH El.,,TH ICV-- V Y4"-O"C,PUGHEt7 pOrl� —TYdE 'O'GURPI �P-GTION Id" 2"-d'GM4J5HE7 /LOCK- - NO roGfrL� © _ O NALL _..I+ �F1oMrN „-��0�►+1- --- NEAO-- OOLOwf�GlT W�7 P-1"r 19f-EhTATF-SO2 N . Ti 1 TN"^N pF-F"Ti r-jo-,.i, t NOTE: d1 ltT1U7E t;X19�1NG °IoL.F nl� d A vrnoNA4. PAvpv mmH ALON&-r L-- ioo A0.7 TArep- ?g fl � &TB M.H. 1-1�' z + OITMpAPLO1`TPC 4"rROAGH Ri itro V . (24 r-T.WIDE, WITH V Gulp-v hAWG� TPPL►pb EACH 61VC) evse op op&rE CooPAVEMCNT /MAILbnX pAVI!MENT b11pe L11Jr-- TL PRiJF\ r p `' K' ^N VIEW otoo 1+00 2tvo I`` ! Totlon e u I.C.11�I.M� � ��Z`G•f+ ' X (REI�LAG ) LE. 111.b� It pl°O�IL� Raw 14 el' > NOft K I2 O' ALL WG W' gHAI l EXICTIN& tb M VAWE9 9' MAM NVO10 dlQDEFT OPFnF FDAC (,f��-�/��i) i �— dlt TRANyrORTA11nN eJTC�J `J/►WGUT I 4" TYPb 'd AG -- - -- / -*FIdCWALle-, 4 INGHE-v'THIGk- 2' T'f/L' G rUP- n ti�GTION lo" h'-0' e,"'EMED Ro0I4- No C'c•At_E �.r P)ECDOP HALL- LVU. IMri2c sM E�W,�7 „rZasl�c'wrl �.�cn Q NF4&I0- OOLOW GP-0014-STATES NO.2 R_MOKMMft MW-- CAM tv" . AWKWES. TITAN PI°opFiL-Tw,,t, gC:DaDATE' o C _ TRAn3miTTAL FILE DF7VID EVFIf'1S v PZUXIRTES. . .Siu('wRt 'm PORTLnnn OWE On 07201 11,31221 lXKi3 TO PROJECT I�L - - -_- -�_-�_ SUBJECT ITEM COPIES DATE DESCRIPTION ❑ AS YOU REQUESTED REMARKS-----.-- 0 EMARKS _______._❑ FOR YOUR INFORMATION ❑ FOR YOUR APPROVAL 0 FOR YOUR REVIEW - ❑ RETURN REQUESTED _ ❑ - - -FROM /f Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 May 8, 1984 City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Gentlemen : SUBJECT : COLONY CREEK ESTATE The construction Plane on the above-referenced project have been approved by the Unified Sewerage Agency . If you have any questions , please do not hesitate to call . Sincerely , 1 � .4 Terry Chamberlin Design t;ng i neer j 1� Enc . 7.! 4101 a. .,PPLICATION AND PERMIT TO s CONSTRUCT APPROACH ROAD PERMIT NUMBER _ r n `o'r28635 _ ��• ' HIGHWAY DIVISION H I O I IWA Y NAME MILEPOINT ENGINELIIS STATION Beaverton - T Latin -_._-- -----__-- 6.22 9}g-S -- - HIGHWAY NUMBER COUNTY SIDE OF HIGHWAY APPROACH TO SERVE U NORTH ❑ EAST 141 W��shi nen Il-____-_. a SOUTH 9i WEST Residence-_-___ BETWEEN OR NEAR LANDMARKS HIGHWAY REFERENCE MAP AND ATTACHED DRAWING NUMBERS S.11. McDonald St AND S,54, Bonita Rd. _ _— APPLICANT NAME AND ADDRESS DOND REQUIRED AMOUNT OF BOND REFERENCE YES N NO OAR 734.50.025(e) $ r INSURANCE REQUIRED f REFERENCE ADMINISTRATIVE FEE Gerald WaSserk-zar ❑YES NINO OAR734-50.025(3) p TEMPORARY DEPOSIT 14300 S.W. Hall Blvd. AMOUNT CHECK NUMBER Tigard, OR 97223 $ 5Q.00 � �t DISTRICT MAlNTENANCE SUP 0 7 DATE COMPLETE i' • APPLICATION RECEIV 0 X %iB B _ RE N �� s� GATE L �) _ • V UTILITYP M E41, APP OVAL DA E APPLICANT �1 APPLI %ON E 'APPROACH ROAD COMPLETION DATE: REFERENCE OAR 734-%0F,0(4) -�•_ -_ Ths applicant declares that he/she Is the owner or losses of the real property adjoining the above described highway and has the lawful authority to apply for this permit.When this ap paabon Is a proved by the Department of Tiansponation,Me applicant Is subject to the terms and provisions contained herein and attached hereto;and the terms of Dragon Ad• minishative Rub.Chapter 734,Division 50,which Is by this reference made s pert of this permit.Copies of the Rule may be obtained from the District Maintenance Supervisor's office. Issuing of permits under these regulations Is not a finding of compliance with the slatewide planning goals or the acknowledged comprehensive plan for the area Permits are issued sub- loci to me approval of city,county or other governmental agencies having either pint supervision over the section of hi�hway or authority to regulate land use by means of ironing and/or building regulations,it shell be the applicants responsibility to obtain any such approval Including,where applicable, ocal government determination of compliance with the slatewlde planning goals.(OAR 734.5"55) i SPECIAL PROVISIONS t—If the proposed application requires traffic control devices and/or special road construction,the applicant shall provide a copy of this application to the affected Iota)government.The original application must be signed by the local governmonl official. LOCAL GOVERNMENT OFFICIAL SIGNATURE TITLE OATE -- X ?—The applicant or his contractor shall notify the District Maintenance Supervisor's office at least 48 hours In advance of commencing work and after completing the work covered by this permit.(OAR 734.50.040)Telephone Number: TYPE 2 APPROACH ROAD — PAVED NOTE:All material and workmanship shall be in ar,:ordance with the cut- rent State of Oregon Standard Spocllioatlon f":Highway Construction. R/W Line"- r-..._ W._ e ---- ---- --. --v- w- 12 R,-- 15 R,.: 15 A- 90 De- 19 D,- 6� Un>w-21 DR/W CULVERT PIPERFOUIRED7 Ditch Line_- IN YES ❑ NO —TTYPE Dd^- y Culv. Pipe-) Concrete or C. M. P. — DIAMETER(INCHES) l ENOT14(FEF it Edge of Pvmt. 12 181 mininium 917E AND IYI'1 COMPACTED T"ICKNl.39pfu,ill,,I r 9 Op STONE RASE 14 11 - U 6 Hwy r 1 ---- - --1.-- STONELEVELINO SI7EANDTYPE COMPACTED THICKNFaSpNC11E51 _— -- -� COURSE 3 ll 0 2 _ PLAN ASI'HAI-1IC CLASS — COMPAC11EDIHICANL114pNC111,11) CONCnETE PAVEMENT C 4 11�T AFF PACK OF APPLICATION-- - -- - 1 67 aloee ��I �� G.�• =X58,53 P �9,p0 a�9x.41,5 6Z \ 95,y9 on 68 i e i/ ¢ IR I r FD 9 I I 1 � t I 1 ► Appaovr r, UNIFIED w nai 1 _ - Ila 08 - - --- °I>.3Z IOd06 s C) M'43' 31"E Vito 21 - c S h b'1',4 31"E 142.S4 cr 1 g 4 N 3 1 Uy N 174 7 N 1.01 'J Agi' 's2•MPVL•� .• 'n 1 F 0 2V Ic3.41 55.00/ r"o.00 N t eq '4 rom - � 1 DF-OI(,ATION Gi Iii i3 4.) 1 OWNLK4 Pi0HAPL7 M F 11TMAN J om P H & -To 1J42-U-5 1107$ 5.1!. M°IfJUGHLiN P.)la/V MilWAUv-1E, pI=-.0�lZLZ h.PNILIOAIJT ANl7 A,&E14T TITAN r"Pr-PTIFi6 2.49°1 4Gi 5.W. -T-v. H VJY. AL-oHA., CK-E. 11CV(s I:IJC�INEEIz-�LANp "�U/LV�YOK tbDAvID EVANS AND A�pG.,INC 2b2(i G✓•W G�i1T AVS baKTL,ANE), pP °11201 PH I-rl&rNn I"M FfV WITH 11711h eve`fe"YY pLs�:11G GAP MINOF- r1wMI0fy-per-Gales or-5U►2vFy, • E7EhICNATI:E:, touNn MnNUMr-NT� �7T�ED TAX LUM-y 102 AND 'y1o00 --rr�- J NG %4 hyo. 11 NW I/4 12,T.2 y, v? I W., W. M. P r, O F E S S I V N A C DITY � or- TI�Ars c�, WAM"ffTON 6,OL)WrY, OFT.&ON n cUREYOR MAI' 111fM r IAL � � N, vatPOND L ►AMB FRT 0 0 5 7-84- 5-7-BA LEGAL DESCRIPTION LOT 1 A portion of Lots 3 and 4 of the duly recorded plat of Wilson Acres, situated in the Northeast one-quarter of Section 11, Township 2 South, Range 1 West of the Willamette Meridian , in the City of Tigard, Washington County, Oregon, more particular- ly described as follows : Beginning at a point that is 45. 00 feet Easterly when measured at right angles, from the centerline of S.W. [fall Blvd. and 10. 00 feet South, when measured at right angles, from the North line of Lot 4, Wilson Acres; thence North 12°36' 00" West, par- allel with the centerline of S.W. Hall Blvd. , 93 . 99 feet; hence South 81°43' 31" East , parallel with the North line of Lot 3 , Wilson Acres, 84 . 41 feet; thence South 01116 ' 29" West, at right angles to the North line of I.ot 3, Wilson Acres 91. 56 feet, thence North 89° 45 ' 36" West, parallel with the North line of Lot 4 , Wilson Acres, a distance of 63. 47 feet to the point of beginning Containing an area of 6774 square feet , more or less. Subject to nun exclusive casement to be used f(,r otflity {purposes over the. Westerly 10 feet of the above described pr(,rerty when measured at right angles from the right of way of S.W. Hal 1 fluulevard. TIT002 5-7-84 LEGAL DESCRIPTION LOT 2 A portion of Lots 3 and 4 of the duly recorded plat of Wilson Acres, situated in tha Northeast one-quarter of Section 11 and the Northwest one-quarter of Section 12 , Township 2 South, Range 1 West of the Willamette Meridian, in the City of Tigard, Washington County, Oregon, more particularly described as follows: Commencing at a point that is 45. 00 feet Easterly, when mea- sured at right angles, from the centerline of S.W. Hall Blvd. and 10.00 feet South, when measured at right angles, from the North line of Lot 4, Wilson Acres; thence South 89645' 36" East, parallel witti the North line of Lot 4 , a distance of 63. 47 feet to the point of beginning of the tract herein to be described; thence North 0° 16129" East 91 . 56 feet; thence North 89.43131" West 84. 41 feet to a point that is 45 . 00 feet Easterly, when measured at right angles, from the centerline of S.W. Hall Blvd. ; thence North 12°36 ' 00" West 15. 39 feet; thence South 899 43131" East 142. 84 feet; thence South 0°16 ' 29" West 106 . 56 feet; thence North 89°45' 36" West 55. 00 feet to the point of begin- ning. Containing an area of 7153 square feet, more or liss. Subject to an non exclusive over, tht, NOtth Iii fef.t of the ,ibuvc described property to be use(! fur hwress rind egress and for utility purposes. TIT002 5-7-84 LEGAL DESCRIPTION LOT 3 A portion of Lots 3 and 4 of the duly recorded plat of Wilson Acres situated in the Northeast one-quarter of Section 11 and the Northwest one-quarter of Section 12, Township 2 South, Range 1 West of the Willamette Meridian, in the City of Tigard, Washington County, Oregon more particularly described as follows: Commencing at a point that is 45. 00 feet Easterly, when mea- sured at right angles, from the centerline of S.W. Hall Blvd. •and 10. 00 feet South, when measured at right angles, from the North line of Lot 4 , Wilson Acres; thence South 89°%5' 36" East, parallel with the North line of Lot 4 , a distance of 118. 47 ' feet to the point of beginning of the tract herein to be de- scribed; thence North 0°16' 29" East 106. 56 feet; thence North 89143131" West 142. 84 feet to a point that is 45.00 feet East- erly, when measured at right angles, from the centerline of S.W. Hall Blvd. ; thence North 12036100" West , parallel with the centerline of S.W. Hall Blvd. a distance of 15. 39 feet; thence South 89.43 ' 31" East 196. 27 feet; thence South 0°16' 29" West 121. 53 feet; thence North 89°45' 36" West a distance of 50. 00 feet to the point of beginning. Containing an area of 8245 square feet, more or less. Subject to a non exclusive easement over the North 15 feet of the above described pro,ierty to he used for ingress and egress and for utility purposes. T I►JAC, rL�i� �a� L� art-. � AS►Q`i' IG go" TIT002 P)(Cno 5-1-84 COLONY CREEK ESTATES NO. 2 ENGINEER'S ESTIMA'T'E A. S17RF=S 1. Clearing 1.5 AC @ $1,000.00 $ 1,500.00 2. Grading 4300 CY @ $ 2.00 $ 8,600.00 3. 8", 2"-0 Bare 5260 SY @ $ 3.40 S 17,884.00 4. 2", 3/4"-0 Base 5260 SY @ $ 0.60 $ 3,156.00 5. 2" AC Paving 5260 SY @ $ 3.20 $ 16,832.00 F. 1" AC Overlay 5260 SY @ $ 1.60 $ 8,416.00 7. 6", 2"-0 Mock Base 490 SY @ $ 2.60 $ 1,274.00 8. 1-24' wide Driveway I-S $ 150.00 $ 150.00 9. Street Barricades 2 EA @ $ 300.O0 $ 600.00 10. Curb 2625 LF @ $ 3.40 $ 8,925.00 11. Signs 8 TA @ ; 100.00 $ -800.00 TOPAZ SITU�HiS $ 68,137.00 R. S'mRM 1. 18" C' 337 LF @ $ 16.00 $ 5,392.00 2. 15" CT 227 LF @ $ 14.0^ $ 3,178.00 3. 12" CP 958 LF @ $ 12.00 $ 11,496.00 4. 8" CP 345 LF @ $ 1.0.00 r 3,450.00 5. Manholes 9 EA @ $ 800.00 $ 7,200.00 6. Catch Basins 20 EA @ $ 400.00 $ 4,000.00 7. Inlets 3 EA @ $ 300.00 $ 900.00 TOTAL STORM $ 35,616.00 C. SANITARY 1. 8" CST, Main 1565 LF @ $ 15.00 $ 2.2,775.00 2. 6" CSP Lit. 955 Lr @ $ 12.00 $ 11,460.00 3. Manholes 13 EA @ $ 800.00 $ 10,400.00 C�UUU Colony Creek Estates No. 2 Engineer's Estimate Page two C. SANITARY, cont. 4. Clean out l EA @ $300.00 $ 300.00 5. Tees 38 EA @ $ 40.00 $ 1,520.00 6. WYE 1 EA @ $ 40.00 $ 40.00 7. Stubout 2 EA @ $ 50.00 100.00 B. Plugs 3 EA @ $ 20.00 $ 60.00 9. Connect to Ex MH LS $x'00.00 $ 400.00 T fAL SANITARY $ 47,055.00 TOTAL A, B, & C $150,808.00 NOTICE OF DECISION MAJOR LAND PARITION/LOT LINE ADJUSTMENT MLP 1-84 APPLICATION: Request by Titan Properties, Inc. to adjust four parcels of 0.35, 0.22, 5.05, and 2.49 acres into four parcels of 0.31 , 0.26, 5. 1, and 2.45 acres followed by an adjustment and partitioning of the resulting 0.31 and 0.26 acre parcels into three lots of 7650, 7200, and 8325 square feet in the R-7 (Residential, 7 units/acre) zone on property located on the west side of SW Hall Blvd. , 200 feet north of SW Greensward Lane (Wash. Co. Tax Map 2S1 12BB, Tax Lots 101 , 102, 3600 and 3700) . DECISION_: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the proposal subject to certain conditions. Tile findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT 1. Background No other land use cases have been reviewed by the City on this property. 2. Vicinity Information Phase I1 of the proposed Colony Creek development abuts this property -n the northeast, east , and southeast. Single family residences are located to the south and on the west side of Hall Blvd. The R-7 zone surrounds the property except the area to the south which is zoned R-12 (Residential , 12 units/acre). 3. Site Information and Proposal Description The property to be divided is not. developed. The applicant is proposing to create two flag lots and one lot with 90 feet of frontage on Hall Blvd. Fifteen foot wide access strips are proposed to connect the Lwo flag lots with Hall Blvd. A lot line adjustment is also proposed to transfer the 10.24 foot wide ac,.ess strip for T.L. 3700 to the southern boundary of the three proposed lots and remove approximately 2045 square feet along the eastern and northeastern section of the eastern flag lot. This latter adjustment will increase the depth of Lots 56, 57, 58, 61 , 62, and 63 of Phase 11 of Colony Creek Estates which has received preliminary plat approval. Single family residences are proposed along with a common driveway serving all the parcels. During the construction of Colony Creek Phase 1I, a temporary access is to be constructed through this property which coincides with the driveway location for the three lets. NOTICE, OF DECISION - MLP -84 - PAGE 1 4. Agency and NPO Comments The Engineering Division has the following comments: a. Additional road right-of-way should be dedicated to increase the right-of-way width from centerline to 45 feet. b. A potential problem occurs if the access strip to T.L. 3700 is eliminated as intended with the lot line adjustment, and Phase II of Colony Creek .lois not materialize. C. The proposal should be reviewed in conjunction with Colony Creek Estates Phase Il. d. The proposal should comply with City survey requirements. The State Highway Division states Lhat engineering drawings consistent with Engineering Division specifications for the driveway access should be submitted to the City for review. Upon acceptance by the State and City, an approach road permit may be issued. Any additional residences using this access will require another permit from the State Highway Division. The Building Inspection Office notes that additional height and/or setback requirements apoly to flag lots (Se-. 18.98.030). Comments have not been received from NPO #5. B. ANALYSIS AND CONCLUSION The proposed partitioning and lot line adjustment conforms with the lot size requirements of the R-7 zone. After the required right-of-way dedication along Hall Blvd. , the lots will exceed the 5000 square foot minimum. It appears that the only legal accese to tax lot 3700 will be eliminated by adding the access strip to the three proposed lots. Evidence should be provide3 showing that legal access will be retained via an easement or other appropriate means. The applicant intends to develop three detached single family residences using a zero-foot side yard setback. Through an apparent oversight , the new Community Development Code only allows this building technique in subdivisions and planned developments. It is the Planning staff 's opinion that it was not intended to exclude partitioned land. The City is presently receiving a number of modifications to the Code that will be presented to the City Council for approval on April 23, 1984. A change to make partitioned land eligible for zero-lot line development will be included on the Council agenda. Unless this change i approved by the Council , the proposed zero-lot line proposal will require a variance. NOTICE OF DECISION - MLP 1-84 -- PAGE 2 Section 18.98.030 of the Code contains the following requirements related to flag lots: A. The maximum height for a single-family, duplex, attached or multiple family residential structure on a flag lot or a lot having sole access from an accesswey, private drive or easement shall be 1 1/2 stories or 25 feet, whichever is less, except that the maximum height may be 2 1/2 stories or 35 feet, whichever is less, provided: 1. Tlie proposed dwelling otherwise complies with the applicable dimensional requirements of the zoning district ; 2. A residential structure on any abutting_ lot either is located 50 feet or more from the nearest point rl the subject dwelling, or the residentil structure exceeds 1 1/2 stories or 25 feet in height on any abutting lot ; and 3. Windows 15 feet or more above grade shall not face dwelling unit windows or patios on any abutting lot unless the proposal includes an agreement to plant trees capable of mitigating direct views without loss of solar access to any dwelling unit, or that such trees exist and will be preserved. B. Where an agreement is made to plant trees capable of mitigating direct views, the dareement shall be deemed a condition of approval under the provisions of Section 18.32. 250 (F). The dwellings will. need to comply with this section. Finally, if the paved driveway is located within 10 feet of the northern property line, screening must be provided on the north side. If a common driveway is anticipated for more than one lot, reciprocal easements must be recorded with the approved partitioning map. C. DECISION The partitioning and lot line adjustment MLP 1-84 is approved subject to the following conditions : 1. Tlie final partition/10L line adjustment documents shall be submitted to the Planning Director in accordance with Section 8. 162.080 of thn Code. NOTICE OF DECISION - MLP 1-84 - PAc E 3 2. After review and approval by the Planning Director, the Minor Land Partition shall be recorded with Washington county and a reproducible copy of the "record of survey" shall be submitted to the Engineering Division within 15 days of recording. A mylar copy shall be submitted if the final survey is larger than 11 x 17 inches. No building permits shall be issued until these two items !� are accomplished. 3. Additional street right-of-way shall be dedicated to the City ` alon t frontage to increase the right-of-way to 45 /��/ �'��. �.•+" et from centerline. 4. Logineering plans for the driveway access onto Hall Blvd. shall be submitted to the Engineering Division for City and State Elighway Division approval. 5. Screening as required in Sections 18. 100.080 and 18. 100.090 of the Community Development Code shall be provided if the driveway serving one or both of the flag lots is within 10 feet of the northern property line. 6. A reciprocal easement which will insure joint access and maintenance rights shall be recorded with the approved partition map if a common driveway is proposed for any of the three lots. 7. The driveways for all three lots shall comply with the pavement widths required in Section 18. 108.070 A. of the Community Development Code. 8. The partition survey shali be tied to a City of Tigard "Primary" or "Secondary" control station if one exists within 1000 feet of the partition and the bearings oriented thereon. 9. Tigard grid coordinates for all established boundary points on the partition shall be submitted to the City within 15 days of recording. Ibe engineer/surveyor should not assume that all primary and secondary points are recorded with Washington County. A tie to County Survey No. 20,387 is recommended. 10. Zero side yard development shall be permitted only if the appropriate Code amendments are adopted by the City Council or if a variance application is approved. 11. Ibis approval is valid for the period of one year from the final decision date noted below. D. PROCEDURE 1. Notice: Notice was publijhed in the newspaper, posted at City Hall and mailed to: NOTICE: OF DECISION - V-11 1-84 - PAGE 4 XX The applicant b owners XX _ Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agencies 2. Final Decision: THE DFCISION SHALL BE klNAL ON April 20, 1984 UNLESS AN APPEAL IS FILED. 3. Appeal : Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.310 of the Community Development Code which provides that a written appeal may bt! filed within 10 days after notice is given and sent. 'Pie deadline for filing of an appeal is April 20, 1984 4. Questions : If you have any questions, please call the City of Tigard Planning Department , Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171. William A. Monahan, birector of Planning 6 Development DATE APPROVED (KSL:pm/0390P) r T-- ona 12. 1 ►�,:�� 0000slTE NOTICE OF DECISION - MLP 1-84 - PAGE 5 c:. CONCLUSIONS After reviewing the proposed Conceptual and Detailed Plans , the preliminary plat and a field investigation, staff finds that the proposed development conforms to all. applicable Comprehensive Plan policies, Community Development Code provisions, and it is compatible with the surrounding land uses. D. RECOMMENDATIONS Staff recommends denial of the request for reduction in the front yard setbacks between the property and the front of the garage from 20 feet to 18 feet. Staff recommends approval of the ZC 2-84, ND 2-83, S 11-83, and the request for zero lot line construction in an R-12 zone as proposed by the applicant with the following conditions : The applicant shall apply for a Site Design Review process before any development can occur i.1 Phase IV (i�i�1`a�4pr`). Q2. The storm drainage plan shall conform with the City's Master Drainage Plan, and be reviewed and approved by the City's 'Engineering Division. 7�0 o-c-r Temporary access onto SW Hall Blvd. (west of the property) shall be removed within two years from the date of approval. The applicant shall adhere to conditions that will be required by the State Highway Division regarding improvements to frontage and �- access onto Hall Blvd. 5. A non -remonstrance agreement for the future improvement on SW Hall Blvd. shall be made a part of the final plat and become a part of each deed. 6. Seven ( 1) sets of plan-profile public improvement construction plans and one ( 1 ) itemized construction cost estimate, stamped by a registered civil engineer, detailing all propoeed public improvements shall be submitted to the City' s Engineering Division for teview. 7. Construction of proposed public improvements shall not commence e- until after the Engineering Division has issued approved public improvement plans. The Engineering Division will. require posting of a loot performance bond, the payment of a permit fee, and the execution of a street opening permit or construction compliance agreement just prior to, o? at the time of, its issuance of Iapproved public improvement Flans. 8. That street plklgs be installed where necessary to the approval of e the City' s Fngineering Division prior to issuance of permits. y. That sidewalks be located adjacent to the curb. STAFF Rh.PUR7 - Zt 1-84/PD 2-8J/S l l- 83/v 1,-83 - PAGE 1 i "ITY OF TIGARD• OPEGON DEVELOPMXNT PP AJ F GENERAL INFOR1,1ATION SHEET I. PROJECT No. : ___ ._f1 __• I I . P'RWECT NAME: III. DRAWING (TITLE) : dated : IV. PLAT (TITLE) : -- dated: / V. SITE LOCATION: __• _-_..__.� _. __—_-- _ —' VI . PRINCIPALS : tAwip (1) DEVELOPER: _ �'��. � ��.. _ �► -- �`�.o►k ---' Zog3G S,►�, T.�), Nw+a, Add res s Phone No.�i42 •'�9� (2) DEVELOPERS SURETY AGFNCY: Ardl s Phone No.- _ R n� :1n . Exp. - -- L j►A%.%0Ny ( 3) ENGINEER: ��V\� �,.VA .� �1 • s;.�_..._C ,�'a�� R� t��ti sus` gw.Q.o�1se� I► �, Address vaA"Shr, 9120 F!� n„ '7� .Z�•�'L�i�r3. (4) It:SPECTOR:---_.— - - Address Phone No. _ ( S) PRIME CONTRACTOR: Address _ _ Phone No. _ (6) CCI:I RAC 0RS SURE'T'Y Add: ass -- ... _ . ..._ _ .-.. ...._• ''h' "',� •;e Bond No. _----- - --- - -- - - -' Exp. Dat!_ �_--- (7) SUB-CONTRACTORS : That no parking Signs be installed on the west and south side of SW Fanno Creek Drive. 11 . That centerline shall be marked on SW Fanno Creek Drive, 13 feet off of north and east curbs. 12. ^, bus shelter shall be providea on SW Hall blvd. with a bus �e� l turnout. A paved walkway shall be provided east to SW Fanno Creek Drive. Plans to be submitted to Oregon Department of 4 Transportatinn anti Public Works Department for approval. 13. Provide a fire hydrant located within 400 feet from all portions r- � of the building. The hydrant shall be connected to an approved 'J water supply and shall meet the minimum fire flow requirements. (UFC 10. 3010 ✓X14. Tracts "F" and "I" shall be dedicated to the City prior to the recording of the tinal plat with Washington County. 15. That trails in 'Tracts "F" and "I" shall be built by the developers, and the cost shall be bonded with the public improvements. v�- y ►=''�� "16. That a covenant creating the Homeowner's Association be provided for the maintenance of the play structure on the north side of SW ` Fanno Creek Drive. The open space and play structure shall appear on the final plat. 1117. A Homeowner's Agreement shall be filed with the City guaranteeing perpetual maintenance of all private roads Including Tracts "A", "G", and "H" and the 40 '--lot private road serving the townhouses in Phase IV. "CNAF.X�ED Zohti 18. lb.14ri•030 Ap roval Conditions For Zero Lot Line p��Q FA'M 1 usES / B. The Planning Commission shall require the following conditions to be satisfied: 1. Deed restriction shall be recorded with Washington County which assure that ; a. The '0 feet separation between the residential structures st!� :l remain in perpetuity; b. The 10 feet separation between the residential structures shall he maintained tree from any obstructions other than; ( 1 ) The eaves of the structure; (2) A chimney which may encroach into the setback area I,y not more than 2 feet ; STAFF REPORT - 7.0 2-84/PD 2-83/S 11-83/V 6-83 - PAU 14 u AW, ( 3) A swimming pool ; (4) Normal landscaping; or (5) A garden wall or fence equipped with a gate for emergency access and maintenance purposes ; and 2. Easements shall be granted where any portion of the structure or architectural feature projects over a property line. 3. The maximum lot coverage for zero lot line shall not exceed the maximum lot coverage for the base zone. 19. Survey Condi'-ions : a. Sheet 2: "Vertica Datum" shall be City of Tigard datum (N.U.S. 1929) City bench marks are available along Hall Blvd. , Bonita Road and McDonald Street. b. Sheet 5: All storm lines shall be placed in positions that do riot interfere with centerline monumentation. C. Sheet 7 : 1. Compliance of 18. 160. 160 (all) EXC - tions: A) 18. 160. 160 A.2. - 5/8" X 30" capped iron rocs on surface of Final Lift will be acceptable. 18. 160. 1bo Monument.ation, Basis of Bearing Requirements and Acceptance of Improvement, A. Monumentacion 1. In accordance will. URS 92.060 subsection (2) , the centerlines of all street and roadway right-of-ways shell be monumented before the City shall accept a street improvement. 2. All centerline monuments shall be placed in a monument box conforming to City standards , and the t)p of all monument boxes shall be set at design finish grade of said street or roadway. 3. The following centerline monuments shall be set : a. All centerline-centerline intersections. Intersections created with "collector" or other existing streets, shall be set when the centerline alignment of said "collector" or other street has been established by or for the City; STAFF i:;.VORI - Zc 2-84/PD 2-83/S 11-83/V 6-83 - PACE 15 b. Center of all cul-de-sacs; C. Curve points. Point of i.nLersection (P. I . ) when their position falls inside the limits of the pavement otherwise beginning and ending points (B.C. and E.C. ). B. Basis of Bearing 1. The plat shall be tied to a City of Tigard "Primary" or "Secondary" control station if one exists within 1000 feet of the plat. at-.,I the bearings oriented thereon. 2. Tigard Grid coordinates for all established boundary points on the plat shall be submitted to the City wit!lin 15 days of recording. 2) Compliance of 18. 164.030 Section H, "Inners-,:tion Angles." 18. 164.030 Streets H. Intersection Angles. Streets shall be laid out so as to intersect at an angle as near to a right angle as practicable, except where tocography requires a lesser angle, but in no case shall the angle be less thati sixty deF,rees unless there is special intersection design; and I. Street shall have at least 25 feet of tangent adjacent to the right-of-way intersection unless topography requires a lesser distance. 2. Intersections which are not at right angles shall have a minimum corner radius of 20 feet along the right-of-way lines of the acute angle. 3. Right-of-way lines at intersection with arterial streets shall have a corner radius of not less than 20 feet. i Z0. No changes or modification shall be made to approved plans without written approval from the appropriate City department. 21 . A "Recorded" mylar copy of final plat shall be submitted to the City within 15 days after recording. RECOMMENDED MOTION Should the Planning Commission adopt staff's findings and recommendations, the following motion may be made. "Move to approve as modified, with conditions, the applicant 's request for ZC 2-84, PD 2-83, and S 11-83, and deny V 6-83". I'F P:\I .I IiY: S. Hai Pi shvai AI P k( W 1) BY: Wi l l iam A. Monahan Assistant Planner Director of Planning, . Elizabeth A. Newton Development Associate Planner ( I w/u JW)P) s i n►�t kh.P(M l -- ZC 2-84/PD 2-83/5 1 1-83/V 6-83 - PAGE 16 It v HOULMOULNEULM _ -.A.-h< C W ATH. .� Po cJ E it I �� CA BL5 TV. GAa STAGE T r3p-.& AAs* IldS• ALL. A(%-v l dl- L t FT P.I' . I-Ko u(pr SaKFACI-e Stcrls $A/.R�C-�1PE5 S 1 PE W Au�.s •'� A PR�15 W H E E-L"A lK iZA H R. MAIL196A Ct,JsTEKS S Tse E T U Cert N G L.A►.1psCAP��G ��l�lE2AL pRA1�1AC6 GSN6R+tt- ShFe�T� VIIJAL- C�E�MIUP I t AINT.. 3OND 4JQ'L:AAl(,1 9Rf Frl t I A Y 9Asr_-"6w " zmNsc ac Ce Dcr 191 ,�j 14-,c-0 (Z-o70) i �cQUI rzeD 39,4-a-7 ,4.,o v�eED Pik�vk 1'IAFJCE �o►.�b�` 8�z, So 5-75 d� s7s ❑� x � sn /allS�z, sc� to o RD O o cu Oo Gs m 0 00'VIG sWM C) 0 C! ID m LO 00 Go u "a 0 0 0 00 0 L LO 00!8 u m CO 0CD 0 00 LO 0) Qr) p f7 00 %a aP,st. M0o.S--- .08 00 7 C! 0 LO 14 -' LO tris 8 00,96 ____oo, a-- 00 EZT M.62.91.0) s 0-0. CO a tm s og 00,80 00'es, 00'at F, mm cn 9 to cr., ci LO s:�LO n (\j 0) 1 Ln 01 1.,LO 0 j m 0 "'0 .7 CT) Ln 00.09 P." m" 00.81 Via— I 0 00 0_gdt0, --a 00 Sto or, tt O/viv v V( LL) It) > Be as 0-0 sli--'T—fr. 0, OW tL I "' ' FOO 16'es'. T�Ti'n ' ll L 0 V-4 Z, 00 cr) c in C; ru A 9 1 LC Lr) 7 7 0 64.71 ED ri ru co to M.S L A4 m :1 1 0 9 ib z 00,99r9 for ",nil.,Eguet. V, 0 o 0 cf) -7 00 9 11 CD 100 el, r,00 2v o F. 121� Ln w CLI Ittr, It m3.62.9t 00 N M.-ee.99.00 9 0 0 1 tot U,e as lz C, al m qru C! v to b n1 0 14 Ob 00 Qj *4 �O M.GV,-2t;oo-s— (14, ":R 1% :11 1 (3) 0) 01 (b '�r (b D cur' Z a Nr N U) Q U, /I- ru �u!Aj lj!li It'i Be 00,80t � � •. •, n� oc •. o, astt, 00,0,. - r' �1� R " 3.62.91.00 N R 'n r �!l .- - . . - a I 9t,00 N 'S Iq (1) (z, (zi 0) 0) 06 w _ 0 -0 -CU, MA! Z z A ru 0 Um ru Ln c) N to C) ra cz, v N C) pb " Q u to ri C) Ci Ln Ch Iq o -q N tjo fl) Ily C) V (1) U)N r ni t,) to u, 7 Zt r) rl� 114) tno . . . . . . . . . . . r% mq U) Iq It. Cl C, C.). 0,A'IB P) to It It Q N 0)N Q g C, C, cl C3 cl Q 1� ra C) LIJ ^ ui tri U) 1 0: nrtinrnititititi ru N ti titin O01PI) CNI) 1101 in Ul 1n �%n II IV IJ Y JII /1 ILI�� • .I -0' 'l9e 3..i5.9i3Of, S 917 00.09 oo ss f" w i0 2 Q 1� O Q W 1 •N In J � .r J W O O 1u Ql b �^ Z S (� o m UJ n S Ul tno• (D , Q O 1Y ti. Z l( 1 ; s• `" X64.1 p NJ o SEt.� lS �r �\ r D � C W W N t11 J , �``' A �� r ) z ,4) (1 i A~� 2.-, '�� - A.S Off. uj It w aJ3 9 sem, .41 kw Q z G v { N• \ ,' I r&'ice �6f� ' 2"00\,� Ill 4 F w %uLL OA e` CD P Lr Q � N m u ID ru 00'0Z_ 00't2 C)rf) 00 2 ►+.Bf..Sc,, Ye' C; Q e 3 10 1 1 U Aml -i ED N a a e { �Nf ♦fY iz v o ? 80:f t �` • m� o C r 00 gO t S N o� 29 TOP M'.62.91 .00 s o; J 0 S �2� ?� M.62.6t�00 SH�S19 1 (D N �n 0 00,06 n' o L .20.00 N �j ? S9�F r 9't' v� 0 Of f2 S Or V) n0 ati ^n.62:9t;00'S- .�5 601►J� d/ 00 4 r (Du�i 00'69 pleb O'. �C��// �o' 0. H O N OD b d a m 'P \ t, . In h ` jo , ShN„�j�� r �\�� v P Ntb O W o 1 m O —Ln ? \'\' nEr) R y Ln iD ' 09Ge 'p6►50 S n1 T T 0. r- c� Z►'Bt-'I t m m ? H tl� • .11% i m m al In n t� r� in • K m M.6Z.911.00 'S-- -N IV 00 96 - -M,62;9t-00-5— 68-�_�. oT. } •� } �. o �5,}W i TABLE A nnu.� �:al•��:r.. EANN" DRIVEWAYS K In INI . I P w R y e e 10 _. _� - OWN. HN INI W.M INI �p je VFW ) i TYPE A TYPEA-I It le N le le / A' T1NAcw1-• TIN C cwl Id 17 17 17 �1 - - PORTLAND CEMENT CONCRETE AePNALT CONCRETE ...4.n ..e.n N SECTION C•C ) Is M M If « 8 / • 1011 DRIVEWAYS le tl tl !1 tl '' i / I� Seep•.ar.ON TYPE A 011 Z !0 t) p !) 25 + Slop rwlaeN Is•.InNrl A I , !t 17 !s is >0 _ • - E C-4 t.rrD.sK�norl AI stpn nc w pp twr«• N • .1 E flex d mn.4�pwb.d !d tf )0 31 7! �� _ 'm cwN•N euro TMn 2' !s d 31 X 13 3• caNna t�,e AJ is 33 .H !e D! HALF PLAN P&n••d /Ap1.".0o.• 30 it Se 37--30- N"carne 1-s' I, It - p reSECTION A-A SECTION A•A u . aN 1 127Na� ` W74 ' �+I 40 twe I * ,1�1 _ K 1'J N N 30 / I O'1 (-A F t AM- C41 ot11v .{T' '� I in 1 Slnp•rerieNt � Slep•r•r�MN ouuulm•_- Cr _.1�„„ �, _ - INSERT A GENERAL Nor[s r [rArs HALF ELEVATION Mlnl,nwn ella.N•Irr 11•N[Aelwlwwr(wl«.bw�aNen.�« SECTION 8-B am•a••tmlrlmnp d.KIN SECTION 8-8 Nwq a.P.a erl.4.00.1 t 114 IM drNaK•Il.,n 1«•N cwe b e«I pl a weNM w lvlwt.el.a 10 too"M.0-1 T1"p el t-.to 1I R:•NrM Wfwl Q - -- • . dllrenN N INI ewp J 3 Awho-WNI'NNAit wlwNr N w pee cI...., I �';v 1-I f -�- CwNNKI wit w nvrt.e.N"wo ra.eINI«wr )�rtN•J-aetl—�L t•ow"m.will M..er. I d'AINIneN Apr.1-41'...d enlr.Mr.pen. - NNen•N IrN.-In MINI.ullir L-0• 6u11.1 IIM- s't Ned Cr Top•AIM)N Tr,.A ILMI HALF ELEVATION 5 I--I.NIMw N NPllell tap r•N aV.I— MI•.n•r•..e.n w Plen. IALTERNATE APRON SLOPE I CONCRETE CURBS MONOLITHIC CURB 61 GUTTER Sal API 6 lot e M eepr.•nl N. A,dM1.III•1 IIINr 16.41"•Is eenw Ie torr er N•- +•C e •• �mn All d•leds I.IvA pe ..Cool oftiv. I-" , __ t Nrll.l•M1•p1w•d TwNlw 's_'1 "•v" �' N '• 9w t el P. e,•1"•II.INII 01 e1Nt ONI•I IIM AC,.r C,d• •� t1eNn�b•uIr• .36'I..W..10„Me•tt IMn..r IATA rd1 �_. I. AC 1 e NN•1.n re, KI f'e1•.IM.Nr M ` "f•r' 1 ^ teM Per �.1�' Mlaw e/tyre 1j. !- •b•N.r Berl sloe 1 w•..a 1-41,0,11 TYPE B re.AC Ne M TYPE B I MIo. • ali ne�.�Iantro nn IIKI MN,IMn.w K rbc, rw AC•INnd. low Tp•C•D.o 1,e[e.ml TYPE A TYPE A•1 AC Pa1w•M rnr AC P•N.wn, rp Cent PN.••nl Tr"•-IN _ 7� ISM t �7 1e f 1= wI er E=r t ,R ji:N =I ••I�rN• IIIl FcIIII Po• IIIL �1 qIN AC PAY TYPE C TYPE D TYPE 0•1 TYPE E ,•n•rel av�NN twt ro' Lwt oe•.rMnl Few Comm,PN•w.l Iw At P....... SIDEWALK RAMP r O�.•cll.N tea. A ��e,l•r R III Sled Nrldte 1 i.e'dewl; 4 Imsh. Y NIA' awN r�ro.wl dpa. r •�� _ i g ,e• _ Now. .M.n•,. ytl - - PNtelaII I.,Pom 1.1. w - Srl[o _ •n.•tN N. Mr.d„•t•N I`” '•10'~w - ♦11 lar NN,m E.n11n[� I're'd•. lac - t Got AC twit Nr Mr•0-0.d tmt e•n•1 ._ PAY All N••N 3'a TYPE F TYPE F•I PLAN New,urlw•g N It. u.N N..11 w w1l.er F.AC n1eM w Cent 1`,,.-,1 la AC Nand m Cast Pe.•IM.1 end pn•rN,.,NN (_n S•Nu DOe1/11 nwTw Ty. •„{_3 .r 011:111M.1 Q• Cvrl- 6.tNr- __ ••I prl.4l..v P[NE RAL NM[! f01 frOtMICR.[nT[ CWSa! N- II 1116 CwPew•t'•t'nnel r mNNwd„•tl•• N MKarT`'.10'dN• N 1.11 w1111'14 1 I I .Mr1 r••wN ) Mwn M .,%two. vwr•1 tM.n w•NM ELEVATION SECTION A-A I` -ErN,g K,e• -Ti TridlN r• s rt[y_N'.n em a I.Mn w Nee•a n d,r•t1•d TYPE 0 + +s^to2c..E E.N+Iwo 200.N nvn.e w100.11 N IN[.t/l r.r AC .N.d•n AC 19••n.1 C.Oftf—•11w•.Iw.w 1 0.11r.tN 1.twrKllg Co1M N wll•I•M NPN.111 of'hea 13' •N-f- �EN IIM b,a•••r••erll t•M�I11 .1 N•IrNN1411-14 ,r,M'Nn 1N.tl.t"'I rl a,rllMnr N 27Ia Nen l dlll•r•Ke w [• Nrt ��'rnN w/Rea �+.t'e "- _ It•ar/K• A y.'IC.r p•A.A I I.Ie'rw Ml vwr N.M...18.1 w w dlrKMd _ Ac a N~N f I •11 3YI.L1 IMIt Ileo, Is.n- ••ryd Ni 70t'nwlMl MINK (.i.I• K Nr •IMraN•118..w K d11K IN e AII''P,14.11.K M1e.e Ir n•.tent W. NI NRI.Ir1a• TYPE 0 1 INd•n1 M•NNIgewN N••I d-,..No 1`•e w @—I ra AC'11erld w K h.•w,./ ee.eN .. I.AC so—.41«de.Nt M � IT a S b V< %A 201 p�,4N I ( �WNOW h 5-8z,�. I ' r J i merle t ` I � A s CAL - TOM, Inc. 16799 541 72ND AVE. PORTLAND, ORE 97223 � (50s) 620-6959 7Tl si� /!/O• O 77 Ila- ��/��Y�S 19774Y �d/��5 �o�'' /Lie ,diq��ar� ��cr/�1' l.l►/ G'o/O�Ly Cyae� �5�� c Y � 3 s S I r � v �- A �1 Y �1 N i 15% C6 I,-.lo 147.E0 r0n fGP 9RUSH v� 145.50 Y' " 9runh 151.60 147.10 155.HO I UP 9REAK 157.60 157,00 9RUSH 158.30 157,90156.10 152.40 152.30 151.30 153.b0 r,ence. V17.80 l:iA.60 _ 1 10 F'IR \ lU.'.0 , 150. 155.00 153.90 154.60(�� 151).1C I �enr.e i5N 6�l 157.10 158.90 157.10 I 15H.IC, 15,3. 10 157,70 Vl� 158.80 157.8, 17.20 �15Ei..'0 158.10 I 168.40 157.60 157.A0 / 193.20 1 152.80 158.80 1#� 181.80 102.40 154.20 I / J5?..? 153,HO 156 a x155.48 HOLLY 189.20 18!,30 / 156.40 __-- rFc 54.40 / 155.40 152.90 r ✓ --3� 3ifRIM LL f55.RH 158.HO �.L f6 I 155..201, rfF ! 1513 jf.L 13OX ld7•�0 �64."> �1QC,h0 1n8.10 198. 0 �U ,2', <;YASS 'c"4C w Z v •'`'��'� � u C,,,,,//�5,r D Kir',G'. / ,� �G __ _1 / r.. IVO J CA 4 6- �,. It ,..--rte--_ ' _�: _ r=--r-��: -'---r_�- • -- � ., l� l�✓�� . �� r 2 ' I 121 3' �A�J EC,yipN n7 /vp ........... Ci�ow.I � oc c-, I lq V 6 (� er. S L H / j I U. O ui ul I' a uj O 29�� , .--'31 32 33 34 36 37 38 �f kt IS �y c. K A I a. v j Vi 0 V q ` - 13 6.19 45 •4 "o Y < _ 42 43 44 - - - ---�'P- 0 - f.I �r I ' ;`�� 54 I 1 D 4��04' N i /4?,/ g�� ` 5 5 6 Zi 5�3 i 530 / t — I I I 46 ICI I --- -- - - - - -- - - ( 53 ` 1 1 1 10 ' 6 0 $� `�•.,t �86 Q=/oZ°a/+s9 47 +b% X00 ,. Of 01 _ - ,, j�h 'C fG �� G.�• �=158.53 _l62 Q 0t61 � �!) d-34•x/'3 l �- / 62 � I. � /J -SS'' ' 6 f.G•�� * 0 f 51 63 ,�: l/7 , r 6 4TH 9 49 68 //G _ 69 �1A' �„ V ,7/��YEi 4 ti'•;� Evf/� CV41 i%G�/C j/Uf✓ v ,L� ?+�� ,pE QPY y D CIRCUL�,TION �U/� �� . �v.,�+ �� . AL ALL SPACES MUST BE ENDORSED IIS � ' �`•� � � � �,� PRIOR TO APPROVAL OF THESE PLANS - 1�GF wc" ? , PUDLIC WORKS DEPT. BY _. DATE-- PLANNING ATE PLANNI�J(3 DEPT. 191'_.--- G,'1TF.____ l: COUNTY 1-IEALTI-4 DF:PT. 6r �. TE / A BUILDING Di_PT. DY.--- - f f S /�r� Let r. n.y�= �rt..i7�S. Y' .QLL ��//�l/.� ��i��.�%� E , �/��c:^ G✓fs"� .',�y Gl'//%�//S� �. u� 5i ^ c w,'s �:�il/t' /'�A Qt' AUC//,/G'/L `F�/;-i�ji✓F �L�1�T /VC� ill CITY ADh11N15"YRP.1'UR - _- p�,7; TIGARD WATER DIST. GENERAL TELEPHONE DY. '/S Lj U5A LAY [ ATE _ N. W. NATURAL GAS B� i f I DATE* a P. G. E. BY_ � L�nTE O T. R. F. D. _ ��Y - DATEQ� N f COLONY CREEI NO 7 OF 16 , - - " - h t'� j � � '11 1�1� 111�FIf' 1 i�'�'1} I �'ji � � s�i(r 11111 i lilr il'�lil� ilr�il i1��i1 ilr, 111 Ilr r� ��1 ilr illi rli Ali �I� 11� 111 III 111 111 111 I111f11 111 lil 111 I, III III �'I+�r""` � —•�._ r • � ,, �"`�,"�, oc 44 •,) _ 1--- -- c 3 4 5 6 7 8 A 10 11 12 NOTE- IF THIS MICROFI!MEO DRAWING IS LESS CLEAR THAN THIS NOT IC -r-IT IS DUE TC1 " -DRAW OF THE ORIGINAL Oc 6? eZ LZ 9e riZ 1�1 E 22 It —OZ 61 EII LI91 51 ' �I �'il wf� Of nl `- - 0 L - q -- Si r E Z I I I ' I ` willmini�lui�lilnll uuL>Iulwll�ul,�ul� 1�luii �1, su - '' � ►,��lunlnll unlull ulll►+t�,nulls►;,�uiluulu��lnu �,a{ualtl�{1ett�1,11Ii1NINH1114NIf�Nt1III11�11�1I111iIIIIIItIf1�NN�I1t111�i1rhnt�tt�11r1fltttthltt�fitt�tlt�itltlnl�Ilgl� lll�u� W�IW JUNE 24 19y92 . T' 'MCr' ],►_ fir" ....., .,—;.. -,„+ ,. _ .. .c.. ;;. .-. �' i ..a 4 � .,'� j1: w. � -.rS, .�o- �,• T +w t d � 150 ' ✓C Av 9- X 75 .�r 7 oeg- mIL h �'1 \Q �U N\' N \ 172 171-:50 0 x/ STM,e�_ 's 2Z /a,. W � O 'ellcn W �- w OL Ira0 ?l/r /S"Sfp,GU4 �Ol•�/2"Gl S---0006 r•E, /63,79 ..� IN X// le, Ire, 7:�r/V gC:D c/-) C> g co 4KU Ala (z ioo ' vc a 02_ y <Sa /E: /70.3 k' /.7" _� "\ ° Alb,\� , i E. i��•46 U¢o �p<,,c/5''�'� S4.DOA JTZ , iE i57 9l ri" � ✓Tail, irgf/t'Z �' - _ _- ...---...., _.�--^-- .__.._.-•�wa.-.•mow._..--._._ -...-._.__. ,, ('. :. ,, .s- r .•,. .y. -• -�•-.-- w- T..+,-i-.� 3YOY':=`"::x"y+g`!�F!'T' ..''""`.�.."".m,.r•--'�: �.www�ww=. � � _,,,.,�ryq�Irl�r i.... r,�..,.. i,i.``d '`i: ...'.: .: ,i: i...,:.,< lflim`�'lil'�'lil�ltli�il� l��►�rI�I Irk Irl�j�l�l�(01il��rr'��ft 'r(�I�f�lt��Itl�l�l�l �I�(�I��I�I�l�l�l�l�l��rl�l�l��lll�l��l�l�li ili�i�ili�ilili ilil�lili�ili�i i�i��ti(itili�i o r ;� - . �' - r it� _� ,,,...��.,, ,,,,, ► , Iti €�rtr &�r;i . i I 2 3 4 5 5 7 8 8 I�Q III 12 ? NOTE: IF THIS MICROFILMED .� DRAWING IS LESS CLEAR THAN THIS NOT1Cr"--IT IS DUE TO 1 jit QUALITY OF THE ORIGINALV" y ..DRAWING. - --— oe 62 ez ct 9z sz t►Z C-Z zz Iz 0z 81 e1 Ll 91 si tri C1 21 1 01 -s O c 9 s t► >r rte•,• ��trluulunl�uiluuluulnul�iulur�tnrlutrlrudmiliwl��F�Inuln��wili�irinrrlutrltrultrrtltutlmilrttilnitlnrrlrut�rm�t iutlrtt�I�mhnt�i�tthNlHttdlltr�Itllhut � Yp�uuliminultru�rittLLAk. 1[N _ JUNE " 4 1992 .c�i ..'., t � +;�. - 'a -:•..p,p�- '•'lcyp.r ,'''�}:: r.':'s.,, ,t^R;'; .:.Wy�,kiq� 7/p" - e NRM I r F r s a ' 0 Jam' cm d Z 0 CC W as O 10 950 F6 �2 )4 � �� 'I I e CC� 0 LL. w Wa. I I 32 /'/33 3 � 3� 37 3817 0 40 Lu cc 14, CIL ON �x4 IS 0 00 JA `' 45 201.1. 42 43. 44 �t/� 5 4 0 • �'r 1 1 I O L' 1 46 200 ,,� I M I _ - _ _ 5 56 57 58 59 ' \ CD 53 I \ 1 I I 60� .9,4.4! it�y�� - �} I , �r -- � r �. c� �C� ----+= ,, CS nnn 47 Y II 52 61 �' ` A 6 /�00 48 8 -- - - - /''' / 52 , p 0 11 p i5hN 8 b 51 6 3� 64 ✓2 Lf '.(v ' I � 49 68 _ 1 ,I0 7 TN } `l V G 0p6o SAN' Wye 69 1t0� �CIIG B ' I • I a W loop r ,. -' �- d - ,,,,. M ,.,..N«,•::w-.t .:afYY!/ 1TI}ww�'1pi RF+R.. +....v.. _ n..w „Yp' ,.... rF....,•,,,Iwn,;bM,,,pM _. .. .. .. .. ...«..�.. _ .. IvilI A'�- r.,y-y ...o-,..,,..w•.w. r'a4w.eYrir.a.1+,.YrfMK-igl'+:- ... ...goo-. .�r„n,.n. b,44 Irl1��1�1�'[��I��{�� (�� I��III�I ��I��! I�I�I�I��I��rl{I�I�I�I��►Illrl��l�l�t��i�{,lil,1, ,�i�,1,�i1,'Iili��I,�,I,�,i,I�l,��l��,i�{�„ 4 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT I%j-`IT IS DUE TO QUALITY OF THE ORIGINAL DF�AWING. OE ez Bz Lz 9? sz oz EZ ZZ IZ oZ (sl 81 LI 91 SI bt EI ZI 11 of .6 0 L 9 s -- b f 2 1"" '" ►+ili,ul„ulunl,u,I„nliuih,ul,�,�mlun��tthnil�u�l��il..ab»�1,�,�1uii�n�+��n��tiult�i�ltial nail�:r+l�n�ln��t��t)tit►I�u��rntiitthtttltm{ttnl mt�na�hltt�t�l�nluul wilnnlnu�nul�w;�iu�uulull�uului��►wl iun� JUNE 24 19 92 low —.- ., _... --....•... ; --. ..Ya:Ss.41R.. ....— , ..a .., ,. ., -. ars- . . ..,..__......mer .v..•-enwnT'='"ie^`.... -f'e•^• ' 1. _ - I ;WW C Ile 4 ■ - —_ iE', i66.60 cw7- s�,4N 176 4 l r - . `5' /6 Ou 147, 5 2 iw Cf) W 1 2fPQ - 1,E: r4�6 - ev /,v II.,,o4f, Woo 4�2r Ov W Ill 0. 440eo. CC - IM 0 0,040 gmI-- 0 6"O 0 IN /eel 001r D L t C/) (> c/) b ��3•-9e OUT cr 1$4111117 /Iov c r r,, (>z �".�'�T Gam, @ ��,4•,S/ - - __ +----__, - _ J /60 ' / 8Vf, PAP d, I (.'O[._OlgY CREEK+ NO :' F v WI 1 c'i OF t - _ _ _ ,-. +i•. n.M,.;�r.4+.ns�•�- 1 .'rw�e-'Nw ,wr. ...- „e■„", . 1 •M ,* � r -� t � � •' +C�--may:,, .:1 :r .�,.- .m..ay�..., „-x�'.r- ."}�.-.�_� .�. � ... .... _ _.. ____� „�^'""^,.,.. *4+, ............. ..� wc..,.,...,,... ��' ..=: !h I �t'`Il��rfl��lr��lr��l� l►��tlfY��II�'Ir�rflll�l.��llll�r�l �llf�lll � , NOTE: IF THIS MICK)FILMED ”" I — —? 3 5 7 Q 9 10 ! ! IQ DRAWING IS LESS CLEAP THAN ---`� THIS NOT IGF;—11 IS DUE TO QUALITY OF THE ORIGINAL •'"DRAWING. ` ,.►�� 0c 6z 92 a 9? Sz 1111Z Ez Zz Iz Oz 61 91 1.1 91 91 bl cl 31 11 01 a 9 [ It s r E Z 1 swift UO 20 . - �-- �►r►Iiml�lnlunlunl��l��l+l+�uln��ruluuhnrirwl��ubf►�I��u1«„I��INIr!►urlulrl�rt�nrrlrntlrr�lllul11u11rr►r�rlNlnrri►�lud►rnlnrt�trrhn►lHu�tt�ttirlttttlttnl�N ►t►hnrl�nlllullm1111uhliuulult�wtWulttullttt�tulnrr �' JUNE4 19 9 ,&4 TIM ES r-� 1DF 1 OF �� . C OL ON Y �,,-,RELr ,f�� TA TES N® . 2 REPL A T OF A POP TION OF L O TS 2 G 3 WIL SON A CPES NE 114 SEC TION 11 G NW 114 SEC TION 12, T. 2 S . , P . 1 W. , W. M. CI T Y OF' TI GA RD WA SHING TON CONN T Y OPEGON _, , " 60'49'40 I1 rt2 I'��6" �I�o GQ.p (oh3.�0 .10 (SLY ) N W ooP JPMfc4 H HI • oW.IN 0L- G No 40;p N 89 57 46 F N r-, "W , liol¢ lkyON APP-TL 1984 SCA L F 1 " =60 ' 6 . 54 A CPF.S 0 . o GJF-GnvN GOFLv DA VIO EVA NS 6' ASSOCIA TES, INC. Ft? Iy2" I p w �, P plplc- i GA p S v 2626 . W. CORBE 7 T AVENUE NUE + 0 . N PURTL.AND, OREGON 97201 WET LINE' 0 tU JA,MM--c0 HIC -LIN ; 0 0 PHONt= .14 -503-223-6563 pt, G N � rn o cv cn ® DENOTES Pl UNO 2"'X 36" 6ALVAN/Z E 0 IKON PIPE COL. ON Y CREEK EST I TES n ' fv S 0 AT THE /NrrrAL POINT I I I O S • INITIAL POINT DEh NOTEFOUND MONUM&Airr;g5 >c17. 20AN07 � I , Y 7 f�j I F n 2" I p Z o DENOTES 5ET '�/e�"X 30" IRON ISD I I Gol..aNYGtzE�l� S 89 ' 4 3 ' 31 " E 6D9 . 53 _ E�ATI` �0' w _ 79_53 65. 00 70 .00 25 . 00 25 . 00 60 .00 42 . 00 42.00 142 .00 42 .00 2.00 42. 00 42. 00 42. 00 �- cmv nr N MST a a I I I �`" `'3300 ' ,�ITY I I 3I �A� 0tF Of= SEAR/NG • (u ti 0 (6 _ ti o rn THE l�EARING N 12. 3(x'00"W OF THE GENTERL/NE QF O �r, 29 � . 30 N . 31 N 3 �; 0 ^! oN � N 35 e " 36 a � 37 38 3�� 40 41 d Imo' N O NACG E STrj I p o n to °D r `� r Q 3 0 m 3 4 0 (D a `� '� ci �' ALL L V 2 5 E D O TN Gill' 63085 f m 58045 fOD co 62525 f O N 561 4 f u� 3990 f . 20 00 0 0 o co 0 0 3990 f x 39905 f o 3990 s f M o 3993s f to o 4136s f i� • I m 0 o o H n (HWY. !7)A ✓HOWN ON 1N GAT F � rn m � � . � . , u 4576. f rn o 4984s f o 6474s4, � " �, " \ S 89 ' 43 ' 31 " E Z p ;" 0 0 0 0 o N o " 0 �', 1 0 8 AR/NC�g W11-t7ON I�EJ WAS li✓�'t�A5 THE �A�✓/6 0I= ' - 121 . 2°' 10771 �� o cn cn cn cn N a `� cn ', o �' o O 1 I `� N ��► TRACT I �• r�� 2!1.53 e5. 00 70 . 00 l,V U' ; 40 .00 42.00 '42. 00 L�2. 0 42. 0025 58 �Q 0 12, 930sf Oo 92 - �..�_ ��_ _�-0----- � 42 ee (D 1\ /NN Cu =•. z �, W. FA NNO CPEEK DR. : VE _ c•� 00 ° 2; �I N O -- - -- - - _-. -_ - _ 278 . 59 -- -- - - -- -e - -- . , h N ro e, N 89 ' 43 ' 31 " W 40 . 00 40 . 00 40 .00 94 . 55 ~ _ R p ' 3 120 . 00 N 89 43 ' 31 W X ,00` 0 � DO ni 4.b ,1 w �lt '.-1TY I 0 45 o W a2 _ t T�qe 0 ,� 0 cn EASM T ''M - g U r^ ; 3 010 46505f �� ' t ' �' 75. (�0� T 42 . 00 42.00 42. 00 32 . 59 v J . �'TI'h.) ., in r) �V I 9S �'' 0) ai o•� C'60 r� U 5 81 1 • , cv o �1 o ti n � a o i � � . p0 , 13� 7 L= 14 0 , s` 1 350 �J 42 43 44 m 84 . 55 0 5a o I t A�trf I +22 ' Q p�4CB:N78' S6 ' 13 "E 1 _ _ 46645 f rn ��° ) v 3 t• ,S� 3 0 4320s ; 4320s f o :,'4258s f. -N_89'43'3i"w- o I • p0 • 9 0 r, " 0 0 3 o N o, i�' 29" E a o 0 0 N / do ��' �n�-- P`2 e13? _ �0' i3 ' S7" O N w Q 05 O • 56 0 57 0 58 rn - �� o � �� c �� fl ---g--___ N 5g s �5 �- -T=64 . 4. ii to (n 0 4 6 �' -._ __ - - 85 .0 0 --- r `� J J •25 '�'�� Z I Om 4102sf m � N . - - � 3 �9�� f � . � • rn cn • b R: 5 P7 _N _89. 43 '31 w_-_ 3990s f v 3990s f �n . 4463s fav) ul 4364s f o . / 21 W �► o? Ri " �j 2 P 2 N 1(0° 10' m ° ° Q 10 0 0 o a o %�n" . hh ' �g 00 L 1� L 20 ID �JAN.Sr-WEIz FA,DM'T r : 0 5•� o h ti 60 h' C� A 0 6g a 557 22 1930 , 2�„E e 9 2 a�-•i- _ �� i3 2 84.58 ~ 0 N 3990s f a N cn to vi 4561s f `' % vo 0 \� 0 00 Cs1 00 CB=N87 40 .00 40. 00 28. 09' -- - I 1 89' 43 '37"w 98 . 47 I `�� I 1 0 a dam, N 8 ' 43 ' 31 " _ _ 2 mss• , C)0 o -0 95. 00 " �� 42. 00 1 42.00 a � '� �• 1 1�4� " L-266 . 29 (_5 CURVE DA TA 47 -- 2. 00 a�. 00 3 Z 106 . 08 0 0 �N_89_a3'31 w-_ __--- r ? 1 0 ,2 0 0 N 4136s f a 89' 43 ' 3f-"W 160 . 0 i 3 2' 1 0 2A r 67 v Q LOT RADIUS DEL TA ARC CHORD a 0 5 0 N 73• `�v a r •� �'a J ' w 98 . 47 cv 3990s f cv Oo ?$ S N 4561 f A` ,� 5�0. p0 _ 3y 80945 f r Q 29 30 . 00 90 :00 '00 „ 47. 12 N 44 43 '31 "W 42. 43 � N_89'a3'37"w - � � � � � 4 W � c�^.2�' / �c,r � L 40. 00 L.5a .36 32 20 . 00 90 ,00 ;00 31 . 42 N 44 '43 '31 "W• 28. 28 In 0 48 m ____ N_es 43 3i "w--- v , s '� � 6� (7.�M� , \ 1'� N 37 225. 00 4 10 56 16. 42 N 87 38 '03 .W 15. 42 9 - ' m I o 6 6 1 ' �_ -- , 4133 s f `� ` 14 . 29 9 0 0 5 061 s f o•��o 3 0 �, I J i00 . 9 _- j - 38 225. 00 10 51 '50 42. 66 N 80 "06 ' 40 "W 42. 60 0 �-13 . 54 �® 1 0 , O o 63 0 4564s f v 0 82. 53' o v to r 39 225. 00 10 41 '43 42. 00 N 69 19 54 W 41 . 94 0 - 97 . 94 - ------ _ 4006sf N Q1 �� /' 6262sf 0 •, 64 !n ;' `� S „ ---N_8 9'43 ' 37-!W^- - o M ^ cu c° 1 +. 40 225. 00 7038 '22 " 30 . 00 N 60 09 '51 W 29. 98 ZN o o 1 c� 7 o 4254sf --- -- 92 ' 11__ J ��`'' I c° 0 4[ 1 p� 96. 71 _--- " 9.q �S /c*1 `� nj o N_88"00 ' 00 W _- r..A I op 41 225. 00 7 '38 '22 " 30 . 00 N 52 '31 '29 "W 29. 9b' 0 7 0lo N_89'a3'31 "w_ _. __ cn o - - - r I 68 , 0 ,, N o . CID p O e� � � In ~ z H 225. 00 3 47 2U 14. 8R N 46 48 38 'W 14. 88 3972 f r/m /M 50 0 0 / I N 65 0 r i� 7408s f Q H 175. 00 18 '53 '28 " 57. 70 N 54 '21 '42 "W 57. 441 89 . 42 `' . " ' cn �� Al W 42795 ' o =� I J r'n 3 • . � � N 89 ' 43 ' 31 "W `'� 00 v �` 42�9sf v 63 • 15 �, h ��' � J 48 175. 00 4 26 00 13. 54 N 2 4 9 29 E 13. 54 S 2Z ,, y v • �Q S �9 r I -- 49 175. 00 14 '04 '03 " 42. 97 N 11 '44 '30 " - 42. 86 N�/°�3�. pa 106 . 07 3� 1 5 69 S •� . o�, gory _ 107 . 62 50 225. 00 10 '58 '27 " 43. 10 N 12 '50 ' 11 "c 43. 03 28 1/ N 89 43 ' 31 "w ,o� a v �o (9. 9 a N 89. 36 5. w -^ 51 225. 00 7 '04 '28 " 27. 78 N 3 '48 '43 "E 27. 75 -��T �F� �- 22�.0o S, a c�►9°y2' 21"W 54 20. 00 90000 ,00 " 31 . 42 N 45 •16 '29 "E 28. 28 I'xIII I��lr I-ve ern- r a'0027 'ob" <y ,�`� 69 0 58 175. 00 7 '20 ' 15 " 22. 41 N 86 *03 '24 "W 22. 40 To THS C,11`( L 1.3b ° 1�\�. c'� 'n°I ;�• 59 17,5. 00 19 *38 '39 " 60. 00 N 72 '33 '57 "W 59. 71 GHz N Ib lit 5t � OP` Soo 2 81735 f m 60 175. 00 17 *49 '39 " 54. 45 N 53 '4S '48 "W 54. 23 ��,� so 0 , o 25 .01 '' O 149 . 87 50 225. 00 1 '24 '48 " 5. 55 N 45037 '22 "W :.x. .55 �3'.y N 89 ' 36 ' 51 " w 61 225. 00 10 oil '09 " 40. 00 N 51 '25 '20 "W 39. 95 62 225. 00 10 '11 '09 " 40 . 00 N 61036 '30 "W 39. 95 53 225. 00 10 ' 11 '09 " 40 . 00 N 71 '4 7 '39 "W 39. 95 I'x moo' rza<5 r1v� ew T p 64 225. 00 10011 '09 " 40 . 00 N 81 '58 ' 48 "W 39. 95 Ta THS Ci IT r 65 100. 00 37 '40 '21 " 55. 75 N 20 'S4 '36 "E 64. 57 66 225. 00 13 '50 '35 " 54 . 36 N 66 '00 '20 "E 54 . 23 66 25. 00 78 *22 '0! " 34 . 19 N 61043 '56 "W .31 . 59 66 100. 00 24 *37 '22 '; 42. 97 N 10014 ' 15 "W; 42. 64 �� _ .�� MT OO 150 . 00 15 09 06 ' 39. 67 N 13052 '34 "E 39. 55 uk O a� 67 25. 00 9! 008 '51 " 39. 77 N 24 '0 7 ' 18 "E 35. 71 - , 67 225. 00 c'.3 '33 '36 " 92. 52 N 81028 '32 "E 91 . 87 68 150. 00 �'5 56 '33 " 67. 92 N 06 '40 ' 15 "E 67. 34 69 150. 00 20 006 , 15 " 52. 63 N 29 '41 '39 "E 52. 36 � 19 �T LAW% , 1 225. 00 0 *27 '08 " 1 . 78 N 18 '32 '56� "E 1 . 7R Cw 2-C) W JAL7. �.NpS Int2A 200. DO 67 '32 ' 12 " 235. 75 N 78 '41 '04 "W 2�2. 33 p�p � 0 !u 28 200. 00 8043 '35 " 30 . 46 N 63 '11 'OL "E 30. 43 I Hr-AfV Y CERTIFY TH/ 5 TRAC iN6 TO BE A TRUE AND EXACT COPY Oto THE OR16/NAL PLAT OF "COLONY CREEK E9TA7E5 No. 21$ RONALD E. LAMBERT - RL 9 $O'6 '\74VU•�'�w • • t 13w t1 0F. 4r. I � 4SCdk{ E') ul~ � C) 1 (3 pT I Z f Ct01....C)1',1�Y C:ice'EE:I I-AD � F:* 16 J A i..r.. .'!,/a ' .• •' ► _.:: • « __ iR'•�F M. '\'Gc-my}Y .ty -- .Ny1ny{I.:.- .....,... A 1...: W . -Ir •M . _ - y _ ` `. +Y.-_. • Th _. ,,ti Wf . ' :. • .rte ...w. .. _ ,•. _...-_ ,. ... a._..-.. r..._... y.. Q. -.... . .'.._ _ . . - - ..,. ;. .,.•.. � yr� iM • •' w� ~••.... ill II l p tit rl III 111 111 111 1111111 1111111 1111111 111 ale t11 r , Ile � i � � � � � li � � � l � !' 2 31 4 5 fi 7 9 10 I I 12 NOTE : IF 'THIS M ICROF I LME D ' '-• • - - DRAWING IS LESS CLEAR THAN THIS NOT ICS;- IT 15 DUE TO TI-IF QUALITY Or THE ORIGINAL may, DRAWING. JE 60 BC 12 92 9z b2 c 22 Iz 0z 6t 81 LI 91 51 -bi c1 21 II 01 6 9 L 9 S b c z L r lR+lIll IIII IIll IIIII IIIIlisIIIIIIIIIIf1111141111111I111111111111Il11tIIll 11111ti1I1111111i1IM111111111f1 ISI;11lui111iI' t1t11111rhI111111i��111�1i11h�ilh�lllly�tlllt��ItltI1tI11111i:1�1111111U1�Unllll,l,l�Illl�I�III�II�IIu1 I1N wr p . IG� C OL ON CREEK ES TA TES No . 2 t,:6 a8ci . 73., ., P PL A T OF A POP TION CIS .C_ O "r S' 2 & 3 YI L ..SON A CRSS NE 114 SEC TION I I cg NW 114 SEC ;'`..TUN 12, T. 2 S . , P . I W . , N. M . CI T Y OF TIGAPD WASHINGTON COUNTY OPEGON , � � N139°49'Ap"E Fd !�/b" ��C-�►p !vii �.-,w (ftY') N W GDpc JPMe� H HIO 1x-1,1 N OL- G No 495 � �f��L. - 4N 89 ' 57 ' 46. N Coln "wlt.yUr, 1 y 4 sL;,,� L F 1 =60 Fj . 541 A CRE-5 ' 0 . 0 > GT1ON cop- , DA V 1 E VA,V�� b A37c?clA TFS, 1A/C. -IliF19 ,y2 , , p , 9 ,� =u ,.• W. COPOF. T T A VF-,NIUr e>F4W01!7 C1^09 .; POPTL AND, OREGc)N 97201 IONS L-IHF w � 0 .v JAMPVS HIU16-tIN PHONE 1 -_503-223-6663 p L C, 3 rn ' L E&E N�? N � E Lr DENOTES FOUND 2"X ��" JALVANI ZEC? JI'�ON p/pE OL ON Y CREEK E :S TA TLS ; I y, s �' AT THE 1141T/AL- PO/NT. i I I 1 cn s •- .� 1 I J _ I I ! ., •., . �� DENOTES OUNO MO NUMENToj AO_� N07F-0 M T\ 7 ° u�ENQJE� ✓ET `'l8"X 30'' I,QON 900 S 89 '.4 3 ' 3 ; "E 6 9 . `,3 ` 3 �0111 _ .. 6.1°3 ..._ _ �" '10 70.00 i 2� . 00 25 . UJ 80 . 00 i 42. 00 42 . 00 42. QU o,? . OC 42 . i�`'J 4�, 'fin I 4`�hTOrf��a 42 . JO 46. oz ' ' � n ti Dp1AIN ftkemT !z = I I -. r 0 a J I I� 'n I �� 1= 13 UTILITY sl s PA- l J aF: EAAIN� F ASM T i ir, , 29 '� " 30 N 31 '� '' IT I[71 ' N4N-G,GC,ES'^ �1TKt-IFS c� ,, .JL r� 33 '� 34 C� e,75 n X76 Q 37 o'N 38 «I� ;39 N 4C� o 4 1 o v THE @EARIIVG N IZ° 3�%'00"'W OF THE GENTERL/NE OF TO TNS ca 6.3083 f rn , 5804.3 f 'J'I b?5?s f !u> r. , tp ry w 0 ' ti a ' a� G�I'TY 1 o n1 .. '� t. , 11 0 20 40 a o s o �,.. 561 43 f . 139905 f u� 399i)s f uy '''�gy-'0c f u. " '3y :)3 f ui " �gq3_: * u.,l04 f r r� ;i ' : . , -� z _ I0 0 �, �' o m o � • i1I rn, . � ,� . „ 41 .3 N ., 45, 6sf �, 4 �H4sf o . iv HALL eL•V07 (H WY 21i�A6) �LIOWN ON THE PLAT OF n e,4 49 f S 89 ` 4 3 ' 31 " E T I �' �o c� n h TI to o • 0 rn n m "W11.15'ON AGRESt" WAS Jt ECS AF5 THE E3AlE7/e OF • I� I' N o o a SEA le-IN G'S 121 . 2�' S 0 . 7 3 f� �o I I •' � to .-.. u, cr, U, � a i•r n !to �''' � �'' O 1 i I I tTi I N TRACT I as:-5a - 65 . 00- -1 70 . 00 fv, ra 1) 0 � �, 44.00 42 . 04 $ I ! o I 3 1 11 4C S . W. FA/bN0 Cf�EE'ft DPI' VE 32 _�5 ' 31 " W 40 00 a4.QQ 4. 'J P.__. _ _ 54 �y N 89 ' 43 O. 00f I f 85 ^'--` - ' _____ A � q'J 1k 3 ' 120 . 00 i 7e �3Q �!'� o i ;)1 il111.17Y 45 4 4 4 l (TYp ; --)IN; IF50s f +�,I � � �� 7e 00 01� 42 . 00 42. 00 � a � �--�_T`_� _ r+B�9 •�y �C oO �'^ s� � cn ?500 4� 4:� 44 ( 54 0 I �. o� �- �. � ,; " ►= 140JN :';rqj) 81 ` W I �' 4.8'S _ r f .; ;3 I,t11 L IT( #3 s, ! ` d• y 0 8 5 t I3 H Cc IA-2,)., f�'��4320s f� :;4258s f."� _ _._� 9�_43.31;�i- --� � 46F4�, �' j ,3 �Np)� • %0 � / �.� �.�•� �.3 34 e.N •w! Q N 0' 1fo` 29"1z ;� -� ;, N v i �� ML Q '� G4f ;i' ��' �a � 55 �, 56 ;, �, 7 ;�; X89 �:�� " c.'' . ar4�' 1g'M _... _ _.N _®9` o3" 'w 399Jf .. 39G0Wfu', "'3990s �n ¢,� . 25 *.64 . 2 4 .4102sf m , rn mi• 44635 f,� ,, ,40 f 0 2 a 23 No;.� yC1 4 C� .�� rj la►• 3 .4., q ��1�W�.12 ASM'T . � �5+ � q{{ , n II�� 4 �c�� .'��i, ''J0 � �x 178' QO • •.� c3" l..°`�� -' �' ��. . 00 0 _ 8, N � fca cn w�, � � 5 7 2 1 . GE e _ 0 00 25 .C1 'a�- 7"w _ �990s �i I ! ; ; �'� 4g 1s f �- // D ��0 1o8. 00 CB=N87 30 - N 8 4 3 S�Ei . 4 7 I , I !Ti �. d On ` 3 ►8 3 3 �, ' � f CURVE10E . 08 � 4�. ___ - o _� yg �00 - ! 4 I 1 ! �h/.''' •1 7 0� �� T�4 n 3 -; 2. 40 4�. . �0 42. G0 3>ti.00 !/ , !• _ a7 L• i 5- - N I N_8H- 43 '3i w- ._ .. „ /2 r �.� 2 e 0 e a1;3t:� f 10 --- 5� 89 43 3 W 165 . 0 ��3 /2" 81 �/ • 00 .� %A ' r DT RAOILIS DEL TA ARL' G';HOrIc) I, o N 3 /,b ,.� ,L o\ _,; 67 3C� . DD 90 • 'OQ " 4? tl1 _d8 . 47 t- _ ' , < ' 0 7�° '� 455613 f _ -'} 29 00 12 'V 44 *43 31 'w 4 "�. 4.3 wJ 39�Os ro p 2$ ' y �c°i • ®0' __ _ -_ ♦�'"�v 4 8 . f C� • _ N_8 ' 4.� 37'w�. d �q - t794� ^ ~`� wW �� '"a' uTiw !` 40• C`Q L.�d,36 3� 20 , o0 90 00 'oo " �� . 42 �' 44 .43 '31 "� ��. ��e .v � � � e� . o0 m 6 3 7 2 25. 0 U 4 ' 10 '56 " 16. 42 h' " ►n o S I _ __ _...; N ,�, r, / '` M� ` �1 8� 313 03 k 16 . 42 _ �i -._��. � N_e6,a3..3i w _ ., 9y d �7�,�, 7 Sip 1 N S 5u61sf 4 38 2�5. 00 1 L� 1 'S0 " 42. 66 N 8 4 -� N �, 14 . 29 3' I o '�?� r ` � v of c, �' 4` . 6o r 51 ��, • '; a►; �� 100 . 17 »w � 39 225. 00 10 41 '4 " �� D0 �;, 1 . 94 -�:� ,a I �® o ,•;;�' 6 i^ ''I,°� 4564Sf a r ;�53 4� �, -- 3 4 69 1 S '7 4 W 4 `� i 4006s f cv 05�., ~ " ° �'f +� 0\h t._- "e` 40 225, 00 7 '39 22 30 . 00 N 60 ' 7g t-1 "W 29. 98 - i.� .• ..w_.. -. �� + e N �, �„� ar26�s f � fJ 4 � � v u' �,I 1 '�� opt 4 4� �,;' x . 71 - - ;; . , 4�543f o_�_, - 00 00"w__ ;; 1 225. 00 7 '38 '22 '" 30. 00 N 52 '31 '29 "W 29, 93 + � o ,, __..__._-_ .. �.... 9 _ee_0,. _ c�2J` i�U 3 47 1 „ cnl0 QOw c N o l '2G 14. 88 N 46 *48 '38 "W 14. 88 ,' ° v • r, > �'> 'e I '� rte' � �.'� �� '� '� Uj � I �, r.� �, 175. 00 1B '53 '28 " 57. 70 N X4 '21 42 "W 57. 44 r�M f " � ` �a F'j� o ' +� ;a0s�s � Q 48 7 OLS 4 '26 '00 " J 99 4� ';S v 42'�� c ,' cr, i I �1 hl r,��u� �'63 y `w ,I _ �`y 1 5. 13. 54 n,' 2 2 y '29 r 13. 54 ti t�-� ° 4 3 ' 31 " w ` �DU r `' � - -.'• 0 q. ,� ti�M 49 1 75. 00 14 "J4 '03 " 42. 97 V 1 J `44 '30 "F 7. N S0 �o - 106 . 07 A �' • 50 225. 00 10 'SB '2 7 " 43. 10 �;' • c „ _ 4z 86 7io�3 "2 0 1 89' .�;� ' .1 1 " w ��m�� 5 �9 S`' '9 00 1� _ V . 1 r. 43. 03 $ w , N 51 21? 00 7 004 '28 " 27. 78 N .3 '48 '43 "E , ,6 . , Ati • coo o _ 54 2D. DU 50 'OU '00 " 31 . Qc' N 45 * 16 '29 "E 28. 2'8 1-Ahc' t�F gve 4.= 0°27 '08 " �; 6� SH 175. 0 0 20 ' 15 2�.'. 41 N 56 '03 '24 w 22. 4 0 1° �a U-1-T`t' L � I �8 � '� vI�' � ,a�'` Y , t` n°I ", �,� . ,^ GH- N IPJ°752'SP�"E �A '.�? 59 175. 00 19 "38 '39 3y 60. 001 N 7 ,33 7 ' w 59. 71 � � I 01 � S0 4 r?* �21-5. 01 60 175. CJD 17 '45 '39 " 54 . 45 N 5;9 '��5- ' 48 "w 54, ��3 � / o �,_ b0 225. OU 1 `24 ' 48 " 5. 55 ,v 45 '37 '22 "w• 5. 55s,61 225. 00 10 '11 '09 " 40 . 00 N _5 � N 89 ' 36 ' 51 " w_571 025��5 '20 w 3y. y5 62 225. 00 10 oil '09 " 40 . 00 N 61 036 '30 "Pv' .39. 95 , 6..� 225. DO 10 ' 1 ! '09 " 40 . 00 N 71 '4? '35 "w 39. I 64 225. 00 10 ' 11 '0G " 40 . 00 N &'1 'SE ' 48 "W 39. 55 �'� '' ,�� ..._ Zo TI-+E G!-rr 65 100. 00 37 '40 '21 " 65. 75 N 20 054 '•36 "F 64 . 97 11��L .. I .. i 66 225. 00 1.3 '50 '35 " 54 . 36 N 96 '00 '2 0 "E 5 4. 2.�► i 66 25. 00 78022 ,011, 34. 19 N &1 '43 '56 "W 31 . 59 65 100 . 00 24 '•37 '22 " 42. 97 /V 10 ' 14 ' 15 "W 4c. 64 -T- 57 150 . 00 15 '09 '06 " .39. 67 N 13 '52 ',.34 "t_= 39. 5117 . 7 �t - 6 25. 0 91 'OB 'S1 " 39. ?7 N ��4 '0.' ' 1 B "E 35. 7:f 67 225. c?D 23 `,.:�'3 '35 " -92. 52 N 81 '2Ea '32 "E 91 . 87 's � 68 150 . 00 25 '56' '.33 " 7 - " 6 . S2 N 06 QC 15 E 67. 34 69 150. 00 20 ,06 , 15 " 52. 63 N 29 '41 '.39 "E 52. 36 - 1 22.5. 00 0 `27 ,08 " 1 . 78 /V 16 `.32 '56 "'t 1 . 78 2A 200. 00 5 7 •32 ' 12 " 235. 7'7 N 78 '41 04 "W 222. 33 28 200 . 00 8 '43 '35 " 30. 46' N E'3 '11 '0.3 "E .30. 43 X HEAEPY CERTIFY TIS/S T.,gAC/N6 TO ADE A TnUE AND . EXACT Copy �- f` +G. '�"'f►, e. � + ' t- e, Z.+ Of THE OR/ F 1 NAI. PL A-r Or- "COLONY Cq6EX EA I' N " s7' g5 o. 2 AON�A L D E . LAMBERT - RL `3 806 c:�L...r::�rte r.I:.�c:.:r:�I . r I o ,:. .[• .iWi �," 'x'4.E t , . �' -_ ♦ r r ' - - - -- �/, IIIIf�IIIIIIfIII'II � IIIIIIIIIII , �11 � � IIIIIIII � IIIIIIIIIIIiIii.� I�,� � III � II + IIIII I � III � III � IIII17✓ IIIIIII I � II � V' I � III � I IIIII � 1 I � IIIII 1111, 11 II �III'I ' h..ILLI '_tllll'� I _SII III III rll III III . .. , - I 2 3 4 5 6 7 8 9 I'0 I I 12 NOTL : IF THIS M ICROF 1 LME C� �� • '---- ••-�---�---�-�•--�-•-•�-- --- - __ .. .., DRAWING IS LESS CLEAR THAN THIS NOTlU;- YT I5 DUE TO THF QUALITY OF THE ORIGINAL. DRAWING. _ OE 6Z 82 LZ 9Z SZ t,Z E� ZZ I 02 61 81 LI 91 I SI v f: l ZI I i of 6 8 1 9 S b E; � I �'°t '" �t�II1111�IIIIIIIII�IIIIIIIII�lllllllll�lii1�1111�111111111�111111111�11!IIIIII�t11Illl11�111I�IIII�IIIIIIIIII1111IIIIIIiI+I�flll�ilfii'1!il!!1l,Illllfllli .II1IIIdiI}Ji�llilllllllllllll�IlliIIIIIIIIIIIIIIII 1 I illllll�lllllllll�lll I ull Elllll IIIIIIIIIIIIIl11fI11iIiIII�IIIlI�111�111111111I11lIIIILIIIIII - TIrTXTV 9A I a Q 9 MATERIAL LIST: ENGINEER' S COST ESTIMATE: `Ih �'N, Item Quantit 1, 390' of 8" D. I . 24 f t. . . . . . . CUNSTRCI("TION NOTES• + . $ / $33 , 400 i Y 240' of 4" D. Y . @ $12/ft. . . . . . . 2 , 900 _ �. �`� 8" TJDI pipe:, Class 52. . . . . . . . . 1, 390 feet 2 fire hydrant. assemblies TJDJ � � ' " �" 4' � pips., Clase 52 . . . . . . . . . 240 feet 0 $1 , 200 each. . . . . . . . . . . . . . . . . . 2 , 400 1. Notify Tigard Water District prior to commencing construction. All curbs must be Miscellaneous . . . . . . . . . . . . . . . . . . . . 1, 300 in place prier to installing water main. 8" MJ butterfly valva. . . . . . . . . . 6 ea-?h _.__...... ..___ E" MJ tee. . . . . . . . . . . . . . . . . . . . . .,As required 2 each Total: $40 , 000 " .' ' , --M---- 2 . All work shall be in accordance with A.W.W.A. standards. 8MJ bend. . . . . . . . . . . . . . : 8" TJ plug with 2" IPT. . . . . . . . . 2 each I CONTRACTOR'S BID (Estimate) : 3 . All work will be inspected and approved by 'ri+.;ard Water District. 8" MJ x 4" MJ tee. . . . . . --__ - — _ 8 MJ solid sleeve (I.. P. ) . . . . . 1 each f Contractor ' s bid . . . .. . . . . . . . . . . . . . $33 , 900 4 . Fires hydrant assembly cor,sists of 8" MJ x 6" I .lg tee, 6" Flg gate valve, 6" Flg x 4 MJ gate valve. . . . . . . . . . . . . . . 1 each TWD: 18% overhead b engineering. 6 , 100 , 4M.0 Flg spool, and Pacific States fire hydrant, , MVO, 3-port (2-2'�" NS`!' hose connections; •!" MJ cap withIPT. . . . . . . 1 each _ 1-4Y" pumper) , 6" F'lg connections, 1�" Pent 01►r Nut, span left, color: yellow, traffic: •t - ,;, 1 R � I Total : $40 , 000 model . Fire hydrant assembly. . . . . . . 2 each ? S . Fire hydrant will be installed upon a pre-fora d concrete black with 1� cubic_ yards of Z_ METER CHARGES : crushed 1Y' drain rock. Tar paper will be la;A on top of drain rock to separate rock from earth cover. ti. 5/8" x 3/4" muter, each. . . . . . . . . . $ 775 6 . Poured concrete thrustblocks at least 8 squaro feet of bearing surface at each tee, bend and blow-off location . 7 . 36" of 3/4" minus Travel for all mains . r 8 . All sanitary sewer lines 10' later. `_l.y and 3 ' .vertically of water mains shall be e.zcased is c��ncrete 6" thick 1.0 ' from crossin Where crossings are necessary , they r�IIJ '6 A L,F, miist be made at. approximately 900 with at lea t 18" separation below water line . i r) �- _ _ (/ _ r- �- n __ 9. Pain shall t?e tested at 150 psi for 1 hour. Static pressure = 100 psi . Pressur.e n - �I 1 f_ reducing valve will be required at each meter location, installed by Tigard Water _ District, and included in the cost of each meter . 1 10. All fittings will by cement-lined . 11 11 . Tigard Water District will install all copper ,services prior to blacktopping of �- streets. Meters will be installed by the district upon individual request for same . 1 12 . Upon completion of i;istal.lation, contractor will advise TWD of total construction t � casts to wr,� ..h will be added 102 for district inspections, water loss, Overhead, GI rr-,o J � administration, sampling, etc. , and 8% for engineering, including permits, "as-built" drawings, intersection maps , etc. i 61ILA V4 J 8" DI 1 ' I 1 ),:41 V.J I may- I7 ✓C N �1 II�I�'i"�. LL 4 GA f✓ J2 ' { I IN�%�Ab•V 11y i I ID f � '"-.R�— �' ! AL� (� I D 11 pI V41,3> li L; I S• S. lN FL �A I,.vl - o t�2 A7, 4 �t _.--- -,- ---•- -- ____ �` / I�► D P k�J E. T L if 7t 47 I N45 TA L L, 2- J J r _ _ __ _... __.. i \ \ TI% L.l ._ Vv61 i- ✓ _ _ I �. I I A L 1- 8 I N %1A L1, 1; J, (7iA V 15 E. Irl I-A1,L I' T J. F1, UCI W 2'; I F T l- " GIA LY. '(b 6lr N4 C_E f" M C,11'6 r- - (N2rr 6k'.A65 VA. 1, � I ��-i �i' NATE i� BEIiI �I � cU C r� _ e � �I SCALE: 1 II_A 40 APPROVED BY: DRAWN BY��C) ✓ Tl e! �)H I I, T2 �i 1'�l I V 1 VN M DATE, Ivll�� , REVISED �ir:�Lc NY G �C EE f< �ST `� !�{C c�al...alyY r.FFt NOwA-5w I N6ToN �� NTY? �W � �,a N �-- I OF DRAWING NUMBER _/ (Ip NRIYTl7 ON NO IOt: I NO It 11 �� 6T, , ltltl • � ._ . -"_. .• _ _ r � (t 111th'111111aIIIIII1lt1111t1�11111I11't'I'1'1�t111P1r1'Illltl(!!Ilillrllt111►) NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 Q 10 11 12 - 1 DRAWING IS LESS CLEAR THAN THIS NOT ICErr"2T IS DUE TO .THF QUALITY OF THE ORIGINAL DRAWING. OE 62 82 L2 92 SZ 10? EZ U 1a OZ 61 91 LI 91 SI to fl ZI II 01 F 9 L 9 S b 6 ? i"•""' Flllrnll�lnlulllrnllnninnluulnu�uuluUlllrlln!rllrlli�urlur111mlr�rrinnl111111n1111tIIIIIIl1IIIIllnlnlll'IItIlI1111UII�I11UlIt�=t1111111�(ILtlliillllUlUll�lllllllu�ulllrll;11111)118�Illl�tlnlnlllrlulunlnnllllllllll111111'iII�UIIIIIU�IIIIIII�ItIII1111�1W11111 J U TV F 24 1992 t I - SEEN, McDonald St 1, `., r 4 I r fes'•! ; , ,,` �._,, , .� � , /`•` ' ,,-'''' '� I 'N� �1C.�t'�� \��y'/ �. _.,�. �..�.-.�... Ceuk L) t I 1 � ' ' ! . ,� `� \ �;�' '+....~.w,,,,,,r,,,,,,r, ,.,�..+--'-- .ate _. ,� �.�. �'1►�� ■ 1 , '"T'�� • 8t �`��' ! j 1 •'��, -r� ` � ` 1 v t O 0 ' � �dM A ttn Colony _ .. _ T _ , _ _ _. r�C rye ►u�' LL lobVicinity 4Z .Q.• �, , t�'a z ° '• Ad r, Ot tf \V rd •. Cjr �jI 1_ _.. .r'' X67 G ` GL ('. G l9 . �_,* 171 -- ! t- M rL o n 0 fit v •�' 4 ..1..-. ,1.� � �;,, Lf' t �r - '- -•-••r.� `� ��. � ,,,.,,,....�...,...... • --•�.__,� 1 ttttt■til ,� y� r� � dam., �•- re .dV1.1� �• "C. — .: .. `�_ �. _ y , v 4 , 0 ,vim —"-r—__ /mow y I goo •• (, OD> �:. 1 � an C1: ,,, , ,. / , , \i V' /r ,� �j�+:rr �, •--..--.--." 1 _ .. .� � Pm*jri� LeI 4• .�\ ,•A1 f , /�•' 0 (� 11\ ` t a ` �T�,I ;�', i(• I 1 1' ' •,� 1. ._._... ._�".''' \ �J.. .` � , � � � .dry,, ... � � f f. � +� � �y � ,1•• awM+r•' t - •• «•�� ..,1, 1:...�� ,•' 4�" �� !.r� �` r� ,' � ,`�. C Greenswa . ..�.. sowls Lane �� ., �T `"C: - - - >�«.1'-' L� �! ,.++..n..•� `'� �_:...�y �_/tom''• �. �.. '�a ANAP DW1 W �- • GA-Tw TO _ w � 4 - ►'--+ ..,. `... �.� �r�;r-- ;::::. 4J�*'4;..fes;•^.tV r:� -? ..., ... ' ' ` I I-+y 1 �,.r„r..,... i v'-. `!'. � '.,•� %.. ..�r'�t!''� l,+„� � •.y.. .Sad..' �r•�, '�:.. ` •. moi::✓. '".;i •. •�•1 E?« ..._'�.t'. .•;,►'.,� .''`-.s }'r': �: �• ��. �J C,,,~��,,,,� =La,c•.r, � �•„•'r' Iw_ PLA, lTt"1 L 7 ,4-- M�i� �C' � O �� 1.-16 �? I� �'vL� r(� � ': ��r Boni Eta S.W, r.• , CIJaU� ��T -7000 UU Mel rj .►__^ ..__» ___.�_.. Z 0 \40L, MW,,`�K 4,t A& U)M:IN• J� 1✓rC�.��- h. i 1\I�.��`1•.�.7t`.J '"'t,... ..%`.�"', .`^f >r'S`�t�,r;;J',� ' � 1N� �'DON LIAIM INX-M-D WOOD me, �n G� Of -T &Nev • C'CI I....C�!' Y ;i'�:1".F I NCS ro,,:h, w+ .,.M........ ....A..,...�.,a,,.�....•...... .,k Poll -�, � tyre' .. z t � �,.. �.,. .tia.. .•IMF .�, ; r ,. •. � , 1 + '�-�•-' � i .. ►.� ._ ._ ,r - � . .. .,, .: ..., :. `^wwrw.w•ww•-^ems.,;.,, ..•;'sn....wr.w»..„..- ` .� .r •v _, .. . . w. ..,•._. , III III Ill III 111 1 �� I R Ilii' �! 1 � I 1 � 1 ill 1, • I III Ijl I I rll I I 111 I I ' I I I Ilr I III I l l l l l l l l l l l l l l l l l l l ITT 1 ►° 1 111 1 1 1 1 1 1 1 111 it, � �' � , � I , I � ! � ill � 1 � I t � I � 1 I I ill 1 I I III Ijl III Ii1 III I � 1 � I I � 1 1I � 2 3 4 5 6 ? 8 9 10 I I 12 NOTE : IF THIS MICROFILMED - -.-•--�•---�'--�•�••�•.� - DRAWING IS LESS CLEAR THAN THIS NOT IC51'-I1 IS CLUE TO THF QUAt ITY OF THE ORIGINAL E - -- - - I�RAW INo . LZ 4Z SZ bZ EZ ZZ IZ UZ 61 131 L1 91 SI VI E ! � I I 1 01 6 9 L 9 S _ -- to E ,, '' ::!Illlllhllllllldlllllllll1llll1lllll111 ,111LlIIl1will 111111dulIIIt1ill 11111111I111111111l1111Ill t1lIII I 111111p1111111111d 1011iIli Iithnil11i111111�Nl�lllliilil�illlfl111�1��1111111�11111h11�11111111111.11 11�LIIJIi1111LtWlt�U�11111111.1 III11 d SW McDonaldSt . -- 1010 =-Z -T N. - 1 —4--NNN1, 0 uj 0 Gourt Colony Creek41 0 -- _ _ .... �y N, � VicinityMap Ell% f Q C/) i / Alk _ _ .._ I ._. _ .r 0 r y , 1 I// -_.._....__ _____,...._ 11 � � { •�' � .nom t - _ ! _ -NLNNNNN-�'.. 01; 01 0. ` • i \ ! i� 0L .�...�.� sd\t \ !✓ fit/' sward1t s 1 ae�' ------ (P f X „ k- 1 \1 IL S.W. / Bonita Road -, r j 1\1Y C"I"rREEr :: 1\.1C) 1�1wa.wiww� e.� 1 � "4k,iri�kIw.f • � I' - r- � ... . � .. -v - - .. ..v.. •klt+ .. «.... ._.. WnvM1.+wt1Mt+�r'w,''�... '" ..� ..- .. .-�•�.. _ • .... ". _v.m.+••,n,.. ..a .s.+.-. w" �.+T •,..,....—_- „_....- ��..� ��w� 1J . -� � ..1 - � - .�► � � • ( � i •-�..- _ ••+P iw�� mow%.-.is..,�. �+. •! # 1 I � III I IIII111 11111 :��! � 1 1 + 1 ' � 11 I �11 �1 Y rl 0 1 F I' ti1 I� 1 1 � 1\ "1 t , tII � I 1 � t � l I � t I � I (') I III 1 � 1 l � l 1 � 1 t � l 1 ') I 111 t � t t � t tlt ! It ~� � � � I� Mr� 1 111 Ilt in� 11 � 4t �1 � ' tlt r yr• _•, _.__ _..�_ �. I 3 4 5 6 l 6 h0 1 1 12 NOTE : IF THIS MICROFILMED — ••—•�—•-' N — ••------ —= DRAWING IS LESS CLEAR, THAN a THIS NOTICE;---IT IS DUE TO it- CO ha THF DUALITY OF THE ORIGINAL DRt,WING. OE 6? F3 F, 17 9? S7 02 Ez ZZ Iz QG 61 91 Ll 91 1 F1 .01 11 dl (6 9 L 9 S t, E ✓" -,; �►II�1tttI1111�ttttllttt�tl�tlllii�Itttllt1 ,111�1111�111IIIIIt��tItI�1��Yult��tft�ltllt�lllllltt11111t�I111�11J1�i1�I�111111iit�littllfltRtP '!' � ,i� c;t11t191i1tt1��11�►it�11111161itl��Ill,i:!!�IIItI111�1�1�`j��111t1111t111�IIlllllllllill�lil111litt1111I11�luUlll�111111Illlllft�t�li11t1 -TTTXT 9A. I Q Q 9 �3 �. • �% •..• / � /✓ ///////irXT��y��/%�'' �7. •.tifi a►`; ,' .-...., -...r,...• � , Ire - \ 1• l L 1�/1,�1 L.. , f7AC E 3 33.• - �` ?_44 / 6 2 Eft AC. 11 12 �^ I C \ \ I ) l .� r r I = 768.03 � �. 0 TRACT ��N'I N C -ELIIAD TAX LOT* 116.16 ,•„ ,. „ .,. y may _ _ 40 -•J Oy: :i�'.'�'.: ii::jt�'.• .a.:ii . •1�V�, .ia..... ••S ♦1:'�j' i: '.%i:' ///�i'// /'/ //�' %//.�'�%O/. /// / -,'/. t 2 I �`T 3600, -4 �6 - TJ �` �+ 3 0 I�. m ..� �( 11 1200 1300 14('�C I�00 16UCJ 17 r 101,3700 a3oo, 30 s 500 600 700 800 ; r ,> ,� 300 N M [� ItT 22 AC •A '' r` \ a !^ "'r " f�' v I I m ° 13 ° FOR GREENWAY AND OR U nl I /3a co l a 2 ) °' .� J 1 �: °' r� r �f� 1 I{ r)n4K 011PPOSES 0 / 3 4 LJ.J 5 6 7 8 9 ,, �s 1800 .-.. � 4•;� 9.94 s 9 11 cp -- I ll:f c Q 22.T0 67 75 '� '� 33.68 43 A3 43 43 43 r2 ""A: `�, \2w` � 14 12000 12100 12200 CORNER � --4400 TRACT „ ,�� /► �► An JT 2 --z - 105 U V ,n > 10.?$ 42 G JI�� D J m /�•' m rON ACRESS.iN. � COLONY CREEK COURT h � A Io2 3200 ,262 _ V '�'� . 11900 100 101 v \ A 22.7 77 65 �' S' Q 'L� 35 ~4' 43 43 43 2762 ? ' �� 90 �` ' c 2700 t 26� '2.5C�C 2400 2300 � ��Q,, ya 1900 a 99 9 3000 2900 u;.. . I 2200 � ,� � �� 12300. 3100 Q v __ 2100 ��, ti ,► 0 ^� y, 2 8 o K, "_' "_' �.�'' / r' ZJ00 I5 a2 2 20 20 I U 3 v� 27 I 26 25 �o N ,,� r .� ;N1T.\ ti'' �a 90 � rel ,� + PT 1 11 E 00 �a• 12400 I pp° �- 4 3 22; 2. 20 {9 18 1 17 {6 N 87' 43 31 W 45 II! E,d 7R 7 , 4 80 TR.A�T "D=. 50 4? 42' 43 43 43 43 44 59 14 19 r r 9r3 g0 �, IO4 AO ///�� ' , ,:,. 90.96 ro �� ' 111.55 j57 b 79.53 65 70 5G', 60 42 42 S 2 r' 31=; 42 42 4 4 48 -- 8) 1 2500 3300 I 0)4600 4700 4 800 4900 5000 5140 5� 5400 5500 5600 5700 j5800 1 170 0 a _ 105 N � p ? �7 R="LO � � � 4 .23 AC. i • IQ C`L c� o� -I �? o c 0.47 Q ti 136.9 10 29 30 31 32 33 34 " 35 °' 36 37 3t3 39 - J R:2o� a z z p �) p (�'� \ y I'"� 1'' (�' i ' '� =' 41 111600 Z (L 12600 12700 12800 N.W.COR. LOT 3 I i t. �, ^ 'p, ?� `' 65 70 .-' �i 3 f < ()6 d WILSON AC RL S 0 450 `� 29 53 T „ „ `iii? 40 42 42 42 42 59 1 4 I Y ao N\ "9 TRA:.,..,.Z, 2 55 50 c 7 a -� N89 4_ 31" W D R.V. PARKlN�+1 v cv hp �� T.R W 106 10 108 '_\ MAP 40 19.E �,NFANNO% � "� 1140 11500 �, ` 120 ., 84.55 . 5900 6000 6100 6200 ti (QKN v ►3.s4 q 4T I i I AA 3500 45 �, �,�, 7R a 42 _ 4_ 32.59 s R:,, , SPAT 9 4 9 5 0 t� a7 0 \ 2�AC , G I a-m 6i �Q7100 07200 ?300 r4 75a� 7600 sr w 0 �s�q -- ' `242 43 0 440 0 'J4 ,�, s X25 ////� OJ EV X6300 «� 95 X55 56 57 58 59 71 �7 a g ///� .. t i 4 CIDm �+� :[-,]IV 'P'`, F `. 5.55 s / R,'r50.53 OlAc N 89° 43'31" W 13.92 `t 4'6 7000 ID J �6Q / 0c . p 5 948.22 95.93 4C 4C 26.09 84.35 et 53N 894 43 3c r? 39 'l ��L ^ `8400 c° G 98,47 AI2.: , 8M , k;2 Q SEE MAP -15.39 196.27 ., 3 5 rE1y�9 i 39.84 3703 64? 6900 N 10 5 6G '��,,� 6{ ^,(� 7800 40 34/9 67 3701 N 52 9600 - 81.41 2O 98.47 \ :�� 54 38 �; '� I6 AC.� rn 95 3 a ° 1 �'�;3, 62 8000 8[ JO 8300 4ti N `'U m� 100.1'T 3 OZ � 6 4$ I,�,J ""14.29 °' `� m s 9% O v s K rtC ,r 13.54 Q, 68300 w�. °., 9500 ,/`� 66 w \w _ 37. 14 J1 - :09700'°`9 /�$ �'-17 c3400 �} _ �\� , � � =�64 �~ 829r2�1 d. N 8500 � ( n r` N 96.71 0 -1U y�. J - n) 00 " ' zz, N 6604 °' a �, 7 9 23004 76 ��' 9300 s 63 N 68 0 --' 49 N _ 0 6700 ,�> N.W. ac LOT" 4 _ _ _. 89.x2 a r s 1 N \J ss 75 a ,65 o Pat* e \ ./ 60.47 55 �3 RgCTO, a 50 v q�\ S ,0 �9 ICT62 v> r^ 117.37 � .38All, M F Inc) 93.6q 9s 92Qo ��►o�p 1 880 8.42 N 10200 "° 9800 '�. 74 3800 84 � r% 4c'' AC z N 128.26 a 10100 8 3 80 D `�s �.. 0� ,�c,1� Q 90C? ;'�4 ,�� 69 D M Old 1 13.41 O 1 ' ` r J w• �� 7C1,, cr G C~ N 890 36'!51 w _ N 10300 N 99.92 �` wN 85 w IOQOV N 91rJC► � +r' T1 rii � /� 150 FOR ASSESSM 125.06 4 � 9'x:00 6 �o� � � 0 0 N R=9og � ' 8 ) °j� . e�e SW �;�° 73 pn 9000 ��`� �` PURPOSES ON C) 10400 '3 'e se1�,j4'4i"W 191.x.1 „K�s9 62 s4 72 `G' '�'� 4400 . ___ DO NOT RELY N 86 ,a TR. L 3 3.79 8. 82.49 , ► _�' F0 ANY OTH o F R i.65aC. AENWARD _ 4 � R=275 � , 11100 � � ' � :ANE 51.72 4293 a0: 93 f/ . ��- 390 , 10500 toC�OQ 3z A� 41>, \11000, 194 AC '� IC900\ 92 10 G� n 10803 -� . _ err 87 88 -; .89 v Q 91 1 AO \1V r . 5 3'S 42 45 J 45 4-4 N.W. COR. LOT 5 _-Z - ' 314 2` - - �' ,n ` �"j 4000 4100 11200 204 AC` I 2.97 AC z 63 A r. �� TRACT J I m FOR GREENWAY AN D � IOR DARK PURPr)SF I r C-LTr 1 • � w :.; � . � ,o � I�r:��AcT�►AE\T of 19e>��,' �� r TA '�1,'T I V ► \ 4U FEB1 � 1 a _ (, 4U ' � ' 2� Fns ASSESStAENT PURPC 3 6(? .7t' v.,u t - 00 NOT ',pELY +' CENTjR OF CR, N0 7 3 6 �;� z �-' FOR OTlfER USF 2, S 890 55' W 19.60' _j 3. S 87° 00' W 204.00' ►- a 4. S 710 35' W 53.00' N 35 70 Q Z 99° 2k) W ' 5. S 640 57' W 93.00, \ 216 y_ --"- w _ ,J 189 6. N 730 18' W 131.00 n _. T. S 67° 18' W 181.40 U w< - Tl"1 , _ '"="'. ROAD TE 1M73(; fid ."..._ ._.- --- .�l A mf , r' VIA - ur 111177 "`'` °A .f rl r1 , I ` �' III 11 ( Ii : III 11 111 111 III I'jl I � I 1 i 1 1 1 I I I 1 1 11 ! 11 I 1 I I I 1 1 I 1 t I r 1 t I 1 I I 1 1 � I � C � 1 � 1 I I I 11 � 111 � 111 � � III � I � I � I ` III � 11111 � 1 � 1� 1 � 11 , � 0. r10TE : I F rH [ Ni l C6"h)F T .MED 2 3 4 5 6 ? l3 9 10 11 12 DRAWING IS 1_I::. ; 1',11AR MAN THIS NOTICE-'�'" '+"i �::': DUE TO THE QUALITY OF _i+ ''DRIi;INAL .w�t,.;,,.,w�DRAW I NG, _ 92 12 92 S2 1p EZ Z2 12 OZ 61 of L I 91 S I b 1 1✓ I �I I 1 01 6 6 1 9 �, b . .�'�~ � �t1111111�1111111t1111I11111111111�1111�I11��11111111111111�iIIlIil1111111111111►11i111It�llllltlllil111I1111�I111II1itltllillill�l(11111111!111liI1111N1[ill�llliiil(I�Illtl II II 11111111111�ilillilll�IiIiI1111�I�11411111 IIIII11111tI1111111111i1l.II11rIr{111.1111111111!�I.11llulllflllwllll,,