Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
COPPER CREEK NO. 2 SUBDIVISION
1 MnnvInco f •dor `�''� •� _ __ _ /N/ T; _ ,4 L N 8 ,3'C� o —►- _ ---- - s/�,r Sc t 4�r N//e�rly.S s �GY 1�j ' , " S�'f s,/ "X /can rf'oo' 0/7 Zi/7� _ I / /� O. /� �Sot/) Q• 6 O(o 4Gv �• ,�7,5 3 S'oe►f/� Of' , 4cfvo/ Poen t' , 8 ,v, 4 29. .3$ Ch -Z 9. 33 ' 0ve r 6' l�P_) 5 7�' r' TrQc fs d� 5 77V0`09`4`4 '� a ?�� �/� Z 4 1 c•ominar� 41reos �`0 6 9 )W71 o 7- '576,;x- 10-10 ,, ?5 .d �' �`1 •pz oG"E 0 6 P (a owned o�o� /1�oin fv.��e� '� 6 mower e�r�.�' h�dmeowl7e'�' /'X 79. 4IReserve ev , .4sfaria�io� 36IL _ off' ° lJ�nofc s Sit �x�O lro� / /as c Rd ry/yc/ o w �o fi yap S f am pc d '"C 3 /13'2 '� - "N/ � � � t/i�•,,S-o oo '� � fovl)d 6/� "' /ron Rad Un lis � ' . Q �'� .. Z s Of hey w��� Nof�O� , 5. ? 3 8/ Bosis oA' 9� ' BPO/'//� s •' /1/1� Comer r`o /Y�� �'oi•��.r � 00 , Se ,� l'S. qq 6 9 5� � 1 f � lV � �l . 0 37 J G _ -? s 7 s�� 0. 00 Ss 38 8 p 29p �'9� -saw 34 h h - QD 2 7 •h 6 ' h a" E• �• /� o In ►� h s ' OL90 ti .h o �' h h �, 30 ��� . ,ti's �� so 00 •E II l(i to O 'hD .� G' s c�. � p ch �. h �SK D o ti D \� 31 ' o� o o '� ' •`� o 3 2 3 .3 39 0 �o o � 26 %.' .0 h h `� q1 0 h \ a ► !V /7 -� 2 5 � 00 0 01 �h 17,.►,� _ ' r i �c h '`� V O 0 /5. oe �-� � � o . o /�I•�B l��a " �d•/0'?4'• �/8�7� ,4 �i � ^�. � ' � � `•` �- ' � '' /1 f •1/i �O `� �Q cry r ,��'9 ap e rs" , . b `v 0 •� y, -� p^ `� p 0 40 `` -., cr - " N. , ��.• r, , �o� ,�„ � a °� O � 4` tit � a, ,N 2 4 `sem. h Q - 3 B _..� `� .. ` oh, �t ' �S D� ,• /;s. ov O W ' Z `rte -� \ qQ t. BD ,� .r� .SB:sq `f ,F• :c9� <r ` �, 2� �� , / 549f�'�:l 54,-,5' _ 2, �0 d, ;sem !, �p ," �o l� E - ��, 9s . 1°� �` O. �7' ,� , 7S CSD oo. j 0 h 41 - 75e 540 406 o _ o s. 44. vc1qv ` - v 0 2 3 30 �'�,�� / IM 'i;. s� ; �� U 00 �' _" ch �b --,/o oo, TRACT -- Z� a.' v, 6 4 ��: o��o= ,� ��--��-- -� - - ' - - --- B X20 1 •� 65 ``s p, v, O C� c, o c? ,�q o 0 A//7 50 Oen 0 Z "' 0 6 61 t5 b o 45. G l •ftoA� •r✓ o 0 _ 4 2 ° �q Q' w 22 a y �� c;, vi cu o c� b - "� W� - 9 ^ Q Q t5' ?s Bq o Ca h h `� A/17 h (lion. �3>0� ��I �J) 11�6. 00 ' 0�2 �► ;= �` `—_, h c:; !,� r,L/ �. � �q �,i p\ , 4 6 � I,, 4 3 In 3 pq� Q: 0 21 �;� ,� �`� o, �t. o �, , ,� b � � � 'j� �� ,`' r a 44 N ,�s•��co ,�o./o ' ig �1 v, �� y., , �► , a L y Al'; ^� o -Z o\ p � • y'C ��h, 'plo o_ 0�•/Q, �� 6 2 \, ' pb � �I a c 'l 7e7 Z3 4b 1 0 2 cA o o lD '' �, at q �b, c.� N ` � �� bb �r __ 4� �O ' oo ,Q�l ' OD �a� ��, a o1 Z- °� �° 6 I 't ` `� , 0, ` in 7 � 5 _`� ', � b I (OF ° .6. O,o �► I qr� c Q .qe ��, ,`b1 ,a o�� Q . Op, �� �� `v o N 4 4 ^� `` � . {� ` 'Oc'.' - 31 , � p.,� 111 5L� c,_ �. '`Q► `�. •�pM,,� , o� �� f.. �lB �,n+l. �. -y ��, 19 co, ;' o A �q �d v' ,0 6 0 5 p ', V AIS �' p - I� �, ti b 5 8 ,0 5 s `o i' D 1a� '�� h� A� a `' �' ,f•�/3/ 5d3 5� I 0000�2 5 s ��- �r�` O, DO `c�\�` �C �. ��?� `bio , rl� �4. .--''"d10 0' �,1� !�� 4 7 �° 'E'P,p. f�y ''►`. .�S'S�'. � �p(J'�' � ' � -Z, � ' � v0 r'' � � �1 y a `'B E,,l Grp --' � :'.•� p0i AQ �`-' �. �� 9s�� Oo h/ - 4 Vit^ l \ 0 1 / , pe, 1lJ' 'iv' S0 ,- D i' . . < <,,, -- a. DO Dom; en AQ� �•� , •P �' C10 O ID 0 � . V► r �� ./ f �. OT s�9/1� _ ,,/00 -MDQ �5 © a !- �. �- N0� �3��"� ra�,'?�� - . . �� %�, '�` ds°k' q0 1g •5D 24 � Q - a `r �. " • a AJ O � r '�, G � a -� A Cr 5� D l60 ` _ ,� ,. p DD .S J ^� ti A 3 6A �s 90" c� ' �� Z U 48 Vq ter- L1.; J' moo. !� - d 1 �/. 0 , _ �' 17 57 . 4 9 0 p ss�3> . , a ,�� % ,/�� , ,51 to - b ,�°� ;o� ) �' 5 0 0 nth Us �a 56 C�' kq p4� � '� D� '� N �-- ,0 51 o 00 - W) �'`" REGIS'FERED `\► /�'9` �--�) ti •``� �' ��� 1,'�`,�� �,� Z �. a. `� o PROFESSIONAL ...... �� / X52 `c''o `� p' . ' ,�� o . � ND SURVEYOR / Q41 Odna � � 5 �c � ►..,., .. Ch ,s��� , 7,�•�d.��''ni h foo l o M ?� •p2 30 ►� z_ 5 4 r00. 1001 v` s:o� t�f. -•� � S � '35 � , � ��Q � o �o �' ^� � OREGON / E G O N 16 o Q 11 ,8 9 p d R j d f® p A o o Z� ? SOA ° 5.- ro ref 0�) cti . • ��,� tic a RICHARDRSP .��. moo•"�- �� �- Ch 55 .� �°° Lod ) h (� ,.�` ,� t' did �Xocf cook �' C OSITO NB 00 gam. ,G p L 3q��0'00 w , 5 00 ' MoD R ��••x1015 �, P/af of �ek 1322 �rrAcE o =�' •2�"50 p . '13 p5 : 1 . 28 fid 1 E D oe (E"D Ilk. Ch o �, Q ,� ?p. r�� o tie t p �► O 15 - o �o. - - —fn i �1 '00,00 p0'� q 5. Yom• /�' (S po o Alin' 5 ...........1 _ Ilk IKS No+ CompIct-IwL fir,E E 1::: �a C:i ur� I. 1 to �•�L ! (0 .. I S /0,496 .YY. . • X11 `I .'19 , 1 . ' N AM :. ,. . ,,,,r �r j'"� r 1 1 r I t ► r M 'w I I i fill 1 1 1 11 r r l� I1111111 I � I � I � ll1 � l � l � l � l � l � l � l + 1 � f ill IiIr � 111 � 111 � 11 � It � 01i1 � 1 � 1 � ..- . _ . -_ . :• NOIE : IF THIS MICROFILMED 3 4 5 6 7 8 9 " DRAWING IS LESS CLEAR THAN • - - -' "—'° ; THIS NOT Imo'"IT IS DUDE TO THE QUALITY OF THE ORIGINAL - ''""*DRAW I NG 62 82 LC 9Z S2 bZ c2 ZZ . .. �Z 07 61 AI LI 91 SI v c ZI I1 01 6 9 L 9 s b E ,, +� " i�ll�lll111111�111111111I11�IIIil1Ii�1111114111111111111111111111111111l111��t1t���������llllllrif�lill�illl�lilitlill�ll!1111111111t�11l1I111It1111111�1 1r11�i111111filmIl I -_,,,, A"- • 1111uu�t11111til�tlttlrlll�tttt�i����.�,��trldlllll11111111111IlIllr111tw�nulu�tl��u�w�l.�,tu�Irlllrt��j�ItfH 50' R ry C7E/V EfiA L ND TE& - C 0135 ,CSA i A / ,4/,1 Vllorkl an ship And Malericr/s Shall 6,- Accordance N/# The Slana'ard 5peeiflcallo' s 0 1-he 1O 5'- 6, /7' ' �5_ 2'�' S1ax e Of Care on Cha ler /a.PW.A 4nd The Cif Of Ti ar O Q•go•00'00' R t9 Q 6earl N,69.50 007, —+- __- nod 9 p y 9 � � 4 � 00'00" R'I3� © dear,nq N17 5o'oD'E � bear'iny SB9 o0'DD"N o 'a9, Z I L'45,55, r.eq ( 4/.7B' r,el.07 C ,5.0/' L 19.90 s 0.0?94 _. --- r / 2. Pipe T ,far /ns fat/-d In Area T 15e F�ved Shall 5e Backidled Aa Shown On IOelad f5heel. p eear,n NB9° o'oo'e 4 . _ — -- ----- -- \ [ l9.glJ9 ® ��0�' S/7 50'DO'�/V L'14G�26 45' �� � 4x5.55�..Z99. 5'Sigelk-r/k „ / , �\ ,3 Con�oors Shawn ire Ex/'stin Q 4 q ® 5earin N00'/D'00'Al �� 41J7'3G/0' Rfg' � /"C/ass ,4sph�r/frc ConcrCfC �G�✓c°rb��) � , 7,5 DO'00'• R/d3' Q, �4 00'00'- ,P 2B' 9 ` Z"'C/ass ';c�-C'"AsPhalf�c Concrete1' /74 /0' 1'/O?.O,f' L 49 9B' r28' L GG 25 L 4?B/ r?685 Z" 3/4'-0" �'rushcd Rockf Cra'vel 4. Cilq Monolard /-3le*e% AIhee%hair Ramps ifeo:�,red Al Al/ lnferseellons. Place earnps TAvoid \ B" P"-o" CrushLd IfOC,��Cra✓er Conflict YVIA �51orm /nle fs ® 8eorinq -500/6'00", ;s 8eorinq N72 iD'oo"�' ® 474'/024" c'28' @ t�earmq 57f*50'ODI✓ L- -TO,14' L ,�W 130. T•2/0, T yP/C,4L ST/Yf L"T CRG'.SS SACT/ON 5. Two (2� Alecpholes In L'urb Per Lot fiv;ired; Rdin pear's Shall /vlee f rUeepho%s /n Curbs As Provided Or p e go•©o'oo" R ta' j a 18-00'X �gFs�' p ,0 74•/D't4" R'/37 C� e?J•DD'o,�' �e3' Drain line acili�iL°s Most 5e Provides! 69 The Developer-loevelopers 5ng1J er roo 777e Safisfoc o' 12 df the 6// /'4�.qe' r ze iafae' r. sge9' 1-177(v4' 7`10.79' l JOBS T63 69' Q ,Bearin4 'S74'.�0' W o, d le*oo'LO" R �/3S7" @ dearinq N00•l0'00"W ify , 058, � dNa/inq' sD0°/D'00'E 0. CStandard Residential Ort'vekvoy Aprons Reguired. L 5 0 �•yas/ r 49646 ' t e35B I Z42.9r 50' R1rt/ Q 4 75'00'00' If-//7' /e Searinq S7?'10'00'L ® e'JO°d?'94' ?/�7' ® d as-0000"?/03. 7. Al/ Sanilar� Sealer t'Vorlmanshr7n And ll�nfNrio'ls Shall .8e In Accora/anee Wl•><l1 The Sr`dnddrdS ,AnO/ L /53./,.S fi89.78' L 3462 L�BR99' x46•/?' r ,�?3.58' r — �5• ti �5 3pcoi fica frons Of The Unif ed Sewerage Agc°J2cy And The Oar Of Tigard. -- ----,� ..-------_ _. ----- ----- e Beare .5'00'/0'00"E ro 4•B°P4'12" ,P 317' ,Aearin N9/°01.34W • 0 (� ® q E') bearing N00-0X-Al /0'DO"IV B Sanijdry Server F/pe S/,oll 5c Precast Concrete A. S. YM. G'-/4. C/(7ss 2 ,8e// e Sp/(�Of lv��c�bb�r �O�S��fS L' Z4,?9/ L•46-49' T•z3.29' G r37rola' i O e 74•/0'14- e-1.37' ®Q a°24'l?' 1B3 (5 a 15•0'54" 0195' © Id. 90'SP d4 ?/s3' I71 1 17' 9. �61ortr &Wcr Plpc Shall ,8c Corrvgdfed A1u1n1n0M , Ilelical, 16 Cwage. I /773lo 710956 1.4/.5/ T•20. 7q' I 1 96.85" T/B.,55' L•7/4,7' 736.75' ,\ Fl (Dj-74°10'24" �P 98' �),Bearing -N7?'10'00"W @) Dedrinq Nr0'b'09)v ©Bearinq NAI.0?94'1V /0 Mater �.5yslcm P,an T 6e Provided 59 71-gard Wafer Olsfr/cJ<, ,OMnepsl'or) from Sanifory Sewer Slbll I 3,k?5, r•t/.17' [ 194 0/ 1 0/99• 1.1976(x' an.oro xater Thar. /0 , z I r�O1 Q 75°0000" P/67 (j 4 l3°28'44 el(P7' -- !aro. 5' L'45.9d' T' 26' C 2/9/00' rleg/4' 1 39.29' Tr973' ss,d�wo/k P All Soni�ar�J Server Ser vloe Laterals Shall `xfend One (/) L.enq M lnfo _Foch Lot oast The Front /" C/ass "C',as halfic Concrete �Overla� ' "Asphaltic Concrete I Lot Line Vfrli/� �fasernenf Arca. Co'CSP Minimum Sewer Serviod Zrteral S/Ze. 2" s/4•• 0,• Crushed rock1��rave/ 6x - 6" 2 O" Cru hed Fork/'rave/ /2 5f res f!igh Is To Be Mns tatted 6y IO&veio)oer /n Accoro/aOCC M'lh Cif;' Approved 1'47'L=. Co. La�)ouf X04 . R/Vf-p, VI.,00D L 4Nf- 030SS SfeT/ON /J• E/ev. Ocnofcs Minimum frnrs Floor f/evalion For •Sonibars) 6,ewer Service° To Lofs 06 -,33. �,/,'yfion 0*00 To P67.96 (fry a -'VOTE 2" ini fia/ lift plus " lif j overlap within One ycar of/oreliminafrf.) oeeeplance by fhc Cify of Tigaro'. Crade Swale Firylc TP; MN ancV /dip Rap h h " San. MP 4,,43 3 97 T�Q�7 S.W. ,8onifd ,gid _ -N - 33 32 31 30 /50 _ _ q{G3.90 r.. Il ti 4/4 • • /Sy J(o 2° M �' 5 /53 l 29 2 3 rc i.94.qro y� 22 /5-5 �n /lli f ,*C,1 2 0 pa • \G 1` ��� - / � � � vi ^x ` n -,g, L 3 4 ^)0 M°,rs°�����,T. v. S ��I h °C o' V/C/N l T Y124 1 M,4 P _ Q�,sW Durha/n s ,Fuad ett� NUT TO SLAC E a i404 C \^ *ISG o� \ti w 27 Q35 c.� N ...o w o �5 " � =..rf.i.res�r� •^ ,U � n19 S'•, � V ^' 2 I� �' q' � C•`' V] -.� �` —' >a � ' � X 0� _; a� 'mss o / ° 36 R ,69 �/OODCRE,ST v;� w Q b. ,�yo I 26 e ! =: Gj � cw � � _. —T --- , �. � � ?'�° \ hoc i �� S `-�� yj � !'a h 00 r / �� CAP _ --__ �_ `,�+d �l `;� VJ V � C c3, ,Vi -+ -�1 ,�s�a5 '� d., _'. +` i7"CAf r. ,�,' Ilk, ,h �� Q' i 25 r /�s� y Iq 20 • Nc . 4 o, -- .�,. b°i 3� Z D R /- -_�_.9� �` ��/f 3�` I' v: $`e \ XO N/ Q tiq �/ a �.� J �' '9> � S 1 38 �, N �w_ (.. �� 1° o/ p J r J o �, Pll t�� n op \� y P'_'S' \ \ .�/ v y {�O. eJ �\ rC' 7! �r 33 y -1 �'\' 9 �I�� ��r coo I /\ M1Jl (,.,fib a ` � �^ S �sej. A `+` /y y6 yy' 'c'y � t7 Q�w �0 •v \ 5 f' - ,� �► � �� GS. � � \ ,(� ' V �\• 0 � //)(�,�, - / �erJ!6�, `G I J •� �'` CIRCULATION !R C U LA 7'(O r '` h �� \� ) �` V \ / `�?„,G9/ "�� 9��r t. N '` opy _ \'\ t A t S 40 L SPACES,�,� E ENDORSED 'h- .Mo.i6o.rC/•rtei N � � T / P�R TO APPRq THESE PLA NS 18 PU13LIC W RIGS DEPT. F7Y_— ��,� Spn IVl / X 44 cr 52 51 --- V /I/IJEh = /' - DAT - - -- E_._— ,b 50 >`25'3 /,0, �_ i n sem i J �F PLANNI DEPT, py _ Lt v _ n� Jf9q.5 47 4 1 �sP e' - - , 5.A� / T� 9' / !87 C rI1`'C rBPi4� 45 53 8 n 49 Tla \✓x,11I35 i A �Sf7/ `,�`a. S BUILD IG DEPT. EY. DATE f G Sv' ry // M l DaTE tte Li 46 �(� d. Y Q ' Z 'yam? G CouATY HEALTH DEPT. BY % \ s TC G f.Jq ro b .' �e , a,�. sit- fr ' O` C I fY -- - ro S; T ADMtNISTRA-i Q;2 OY-_ 41 ��� / `r ,�lad - , � p� Ql- � �W �•`'s/.4 17 c 7' r h I {2h' (p 5,y C� } ^ !�� 0 o o rK0 �c°tS'I C��� (CARD WATER GIST. M.••/dem C/ur�Cr 3� ,% /. �" ' Lek' ~ 0 T ��+�53 V��°a `' 1/ n �. b. 0 O d' \ ��' '\� /' •� 9 �C'�' 14 U'/��` �` / .L_ ` J?�s .._ DATE��r�� lots- �4 Fa¢1 pD ti N ^ v N Q O$� Ate / a hl \ \9 �, ti M /� h' GENERAL TELEPHONE B N n qp �, i• 10 I tD Q M n Xh /\' /�,9 �.9i ti \d/' fj DA- �J ra oAtl-_-- / r,� r N \9 h' � � t�. + V � \` �L'� > > �`'6a �• USA BY _ _ s r . 311 v I o '� dZ y a �. ti; ' L C A s B Y _ `I vl G 1: �i N. W. NATtJRA / �. oC• � o. S A. _ \ v h B a \ a a• P. C. E. By__ v 1� DATE --- - -- -- - - G Si � N 1� : - -- - �' \�6� �� �i t,� C �r l�� �,c /u �-� R. F. D. DATE l7 s/ --- I Ill - -f-- V 1 8S q' - — -- - . �_, - ���,-� �+ sq 4 2 �.rj>.. 2 - , Ltd ti n IB l. ? \ t�'(�/ _-�-- -P- _�I D �" 15s °�M�/ �O 12 13 r /�� Construct M,N•'�'l Over Existing /0'•Sani/ark LScrver line. oAe73 zo g �t�lEA�OOIIIDOU W m O� ;'' 4'ZS X22 n - T D M - 1� V"�or �Q ''�<6 L , rc=��'. �dls `° C'onn�cf S>`a //t09 Mc�'rr £ Chase Pans C�Jfed Ot 95 ?3 4 �� R '_�' C� ,1l ,:c v 't 5 l 0 T.C?j 1 IB 7 f' 6 '� o I I c�0nU4r /a 79. Y7.97 s v+�s H 7 7 s `` ,;a /id >,F 90 o ' # IY / N D to V I d /7' r7 e \ �. ti M 9 �i >S [f��>GS , J • LZ, — Pl P/ E` L/ O>•ro9.go i w ^� c 4 N r u a 9i f ��C L I 0><,Je' ro./9B L Q ryl f/w i6w r/ur�i ti ,. 1 \ Iv 11� V ors s,4t ,G,_,46°.r CIO. �. 4Ar,ie.. C",vet.. 1 r A J i 8 ti spp 5� C,J TC' 198./9 Et Ll 7� 0.07�Marr �+ �o>r 74 ,e4sfE �,p zf�4e07 ,M�0'A?) rc I�.Bro �� I I _e' i�' L) 43 rc r9a52— - eeLt 7f(o0.oB Mcc96) �, ' e, �o /°3 C'onnec l 6' Ser vlcc Valero/.s Sf� 12--.?,# Z0116- �` /2 ¢¢Lot/4 TRACT "A� Gammon Open d � �� i r � � Marx f c"hvsc' Pihi�s Dated Januar /974. 1 o�oo S N w�od�res!Ave 4 5 6 7 8 \I I - 9 rc��z;v �/ re. /310 /O f/ 14 } —_ _ 'X;9Tin� D'•• 'kJ.9r:Or•� :SCS.Ir - ti __ -.�!\ ___ -_.` \ � _ �� ` (vJ "\\\\ ; �, . ', �'t •ti ' .. �::• .. :9 .... i b a 0 . � h v. ti b .•n ' Connect Catch 46Osins o 7v E,r4slmq tSform M// F e O W l4 EP IIDF n OPEr`3 • Tualatin �(7cve%r»e01 Co. , Inc. 1.5.300 S. YI/ l/rafh A vc nue I > , T/9ard, Oregon 91223 1 : Ar I (;503) 039 3/0/ -- I I - __ \ .� ,. � E'NC l NEER l -SURVEYOR • R YW--- A Mac Ko'y F S�C)OS/fo Not ror Con:ft,u �ior� ll0 �. 1"len V. Voncou ver, YVa. 48& -,3 REVISIONS REVISIONS Job Number COQ/�8! I M P R O V E M E N T P L A N S Designed Under The (� 5* Dale _— ___�_ _-- - — -- Supervision Of Vae. � ^ Q��' Q Scale / 5�,a, i /' =5' y� ,� /Vj¢86 , ENdINEE.gB SURVEYORS PLANNERS y , 41va COPPER CREEK . STAGE Sheet - - ______----- Drawn B RICHARD SPOSITO ---- - ----- -- 110 E 17TH ST. VAPJCOUVERt WA Registered Civil Engineer No. (9260 ' Checked By VM T I G A R D OPEGON COPPER' CREED" Nn 2 2 OF 1. 1 _ .-. .--t-..-..- . . ___.. ...__,... -_•°. ..w.,....rw..+..._--«..—. .,°,,,w ...+.....�•...._ ......,. °r a....•. *.•n+- . WMa1a• ..._ .___.'- - - ,..:..._..............__ ...__.__._ ....-.....,..s...:.„,....,,.. .,w•....._:.,..........,....,-,.....w.-.:.,,,.... - .-...r ..►» ... •.,aw...:..,._ .,,,... .......,,,.....a.: ,e,au�». ry+.y.e. ..:.,kanMd,.lypN+y ..,,r. ._ . t • _ •+r • �. rllr+rl�IrIIC�I�IrIrII�rI�,F�I� �'� ilil�,'�I!'�I';{� �1 VIII (lj'Fl����llrlt 11!11) (lllllllllllr��lli���lllllllfll�II111It�111I111IrIrlrtllr{IItII111Iflt�l{IIIItI1{III{ Ir� I�2 3 4`�_I' 2 3 4 5 6 -� 8 9 10 11 i2 ! NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT kC&%- "IT IS DUE TO y THE QUALITY OF THE ORIGINAL _ ^DRAWING. ciZ 8Z L2 9t S2 Ira EZ ?Z.....�� Ot Al BI ll 91 Al t►I EI 71 III 01 � p L 9` 1s .� I E ' �1ll�Iulllur�In1111111.hill111111111err,�lu11111�I11111ur�1�Nhul�uulnult�u�flil�lullinl�Il{I�NIIIInIl1I11�nIIIIUI�n11�ItIt�1;11,H1�11u111111tiIrl�tnl�lilllU111111L�IIIIII1111tI11�ltf1)tj�l�hl�nnlnn�ult�Iru1f111�IlllIlf811w1IU1�llll�l�lllhl�U�llhlllU,IIH rl� 'i � i si � � � � � � (/: W —� O �' A,� m �� 1 C �y (p y GITYOF TIFARD WASHINGTON COUNTY.OREGON August 12, 1985 Tualatin Development Co. Attn: Joe Leopold 15300 SW 116th Avenue Tigard, OR 97223 Re: Copper Creek -- Phase 11 Dear Mr. Leopold: Th,^ Tigard City Council, at a recent meetingo approved the enclosed Resolution which accepting the public improvements constructed Within the above me'Itioned subdivision. If you have any questions regarding this matter, please contact the Enginee-ing Division of the City of Tigard. Sincerely, Loreen Wilson Deputy City Recorder lw/3099A Enc. CC: Engineering Division ��— 12755 SW ASH PO. BOX 22397 TIGARD. OREGON 97223 PH 639-4171 CITY OF' TI:GARD, OREGON RESOLUTION NO. 85—_,fie RESOLUTION OF THE TIGARD CTT'Y COUNCIL ACCEPT'I:NG lhll PUBLIC IMPROVEMENTS, CONSTRUCT WITHIN COPPER CREEK (PHASE TI) SUBDIVISION AND AUTHORTZTNG RELEASE OF THE SIDEWALK BOND. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, storm sewers, sanitary sewers, underground utilities and other public far.,ilitin_y for the development: of subdivision; and WHEREAS, the City further required the payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council. agrees to accept the public improvements, subject to the requirements For correction of deficiencies and maintenance for a period of one year. . . ;" and WHEREAS, on Nov(afnber- 1st, 1982, the City Council accepted the public improvements which were complete to date subject to certain conditions documented in Resolution No. 82-121; and WHEREAS, n December 19th, 1983, the City Council authorized release of the one year maintenance bond accepting in plane thereof a sidewalk completion bond; and WHEREAS, staff certifies that all deficiencies have now been corrected and all public Improvements are complete; NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council. that: The public improvements constructed within Copper Creek (Phase TI) Subdivision, said subdivision being recorded in Book 54 on Page 34 and 35 in Washington County, Oregon, Plat Records be accepted. AND FURTHER, the City Council herein authorizes release of the aforesaid Sidewalk Bond, PASSED: This day of 1985. `� r - -- �r — City of Tigard ATTEST: xCity Recorder - City of Tigard 1645P dmj Q RFSOLUILON NO. 85—!S Page 1 CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF : July 29, 1985 AGENDA ITEM #' DATE SUBMITTED: PREVIOUS ACTION: Resolution No. 82-121 ISSUF/AGENDA TITLE: Copper Creek `tentative acceptance _ Phase II, Subdivision -- final _ PREPARED BY: _ John Hagman acceptance resolution (and Bond _ release authorization) . REQUESTED BY: Development Service Dept_ DEPARTMENT HEAD OK: CITY ADMINISTRATOR: POLICY ISSUE INFORMATION SUMMARY I Copper Creek Phase 11 Subdivision is located south of SW Durham Road and west of SW 93rd Avenue . All work within said subdivision is now complete The improvements have withstood the required guarantee period, Council having previously authorized the release of the one year maintenance bond (accepting in lieu thereof a sidewalk completion bond) . 3 At issue was completion of installation of sidewalks : said walks hav^ now been installed in a satisfactory manner. 4 Therefore "final acceptance" documentatior, noeds to be acted on by the Council , ALTERNATIVES CONSIDERED SUGGESTED ACTION Pass the "Resolution of the Tigard City Council accepting the public improvements constructed within Copper _Creek (Phase II) _subdivision and authorizing release of the sidewalk bond, 1645P dmj CITY OF TIGARD, OREGON RESOLUTION NO. 85- RESOLUTION OF THE TIGARD CITY COUNCIL. ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCT WITHIN COPPER CRE:FK (PHASE II) SUBDIVISION AND AUTHORIZING RELEASE OF THE SIDEWALK BOND. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street: lights, storm sewers, sanitary sewers, underground utilities and other- public facilities for the development of subdivision; and WHEREAS, the City further required the paymont of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department. of Public Works that all requirements have been met and a One Year Mai-itenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year. . ; " and WHEREAS, on November t.st, 1982, the City Council accepted the public improvements which were complete to date subject to certain conditions documented in Resolution No. 82-1.21; and WHEREAS, on December 19th, 1983, the City Council authorized release of the one year maintenance bond accepting in plane thereof a sidewalk completion bond; and WHEREAS, staff certifies that all deficiencies have now been corrected and all public improvements are complete; NOW, THEREFORE, BE IT RE'OIVEU by the Tigard City Council that : The public improvements constructed within Copper Creak (Phase 11) Subdivision, said subdivision being recorded in Book 54 on flaqu 14 and 35 in Washington County, Oregon, Plat Records be accepted. AND FURTHER, the City i;r,un(.i l herein authorizes re)ease of the aforesaid Sidewalk Bond . PASSED: This day of' 1985. Mayor_-- City of Tigard----_._.__ AT-TEST: Deputy City Recorder - City of 'Tigard 1645P dmi RESOLUTION NO. IS- /tel �GQ'�� �"C'u✓I'�! �' s;/r^,�k b Hayden Corporation Tualatin Development Company July 9, 1985 R. L. Thompson 12755 S.W. Ash P. U. Box 23397 Tigard, Oregon 97223 Re: Copper Creek Stage 2 Dear Bob: The sidewalk repairs @ 15575 S.W. Woodcrest Avenue, and the Greenway, across from 9800 S.W. Riverwnod Lane, have been completed. Please make the necessary inspections to recommend acceptance of Copper Creek Stage 2 by the Tigard City Council . Please call our office should you have any questions. Sincerely TUALATIN DEVELOPMENT COMPANY Joe Leopold Land Development Project Manager 15300 S W 1161h Avenue 1ig3rd,Oregon 97223 (503)639.3101 A VIEW CITfOF TIFAM June 4, 1985 WASHINGTON COUNTY,OREGON Joe Leopold Tualatin Development Company 15300 S.W. 116th Avenue Tigard, OR 97223 Reference: Capper Creek II Dear Joe: This is to let you know that there are still two sections of sidewalk that needs to be repaired before we will be able to recommend acceptance of all the public improvements within Copper Creek II to City Council. 1. 16575 S.N. Wood Crest Ave. 2. At vhe Greenway, across from 9800 S.W. Riverwood Lane. We have talked about these some time ago. When the above has been completed, we will then recommend acceptance of thie project to the Council. Sincerely, R. L. Thompson Public Works Inspector (RLT:br/1433P) — 12755 S.W. ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH 639-4171 --- 0 �6S?S s W „G{/�o�lC•too/". •,c.. 000<1 1-2 �b7s C, /Ou ze, i B I CI of J t,� 1,V / ✓/N �iC/Vv �f4 f �1i / `(�T � � I�Vn f .Q o J9 tV -4V Ile C sl�'eeo /Vol OOV G I pI� ca"lof ae ra.� .I !/ /j1 SGT/C/C � �.► .t�o-✓ , �� 'Z CITY OF TIGARD. OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA ITEM k: AGENDA -OF: DATE SUBMITTED: November 151� PREVIOUS ACTION: Copper Creek II — Was Placed on Maint n inn ttio�Qr, ISSUE/AGENDA TITLES Release of 1987.. Maintenance Bond on Copper Creek Ll, REQUESTED BY: Tualatin DeveloomUnt--Co- . and Eno inee rinq and Acceptance of New Performance Bond for Sidewalks CITY ADMINISTRATOR: _ DEPARTMENT HEAD OK: 0" �== fE!!!! wwwwww NSA ww=S2 lee==t='===me wawsaawaw a- =Mwwwwwwww INFORMATION SUMMARY Copper Creek II has all the public improvements in except for. approximately 650 lineal feet of sidewalk. Tualatin Development Co. has brought in a new Performance Bond for $5,668.55 to cover the cost of installing this sidewalk. They have also requested that we release the previous Maintenance Bond on Copper Creek 11. wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww wwwwwwuw ALTERNATIVES CONSIDERED Deny acceptanCc• { new bond and require installation of the remaining sidi,walks before we release bhc Maintenance Bond. ww...wwwwwwwww.ww.wwwwwwwwww'.wwwwwwww.wwwwwwwwwwwww.w..wwwww.wwwwwwws.ww.www...... SUGGESTED ACTION Staff recommends the Council accept this new bond and authorize release of th4� existing Maintenance Bond. IManager UP & SON INC. 'ir . J C F"tUF3B n F Kennedy Parkway, Short Hills. New Jersey 07078 FEDERAL INSURANCE COMPANY SUBDIVISION PERFORMANCE BOND Bond No. 80943950 KNOW ALL MEN BY THESE PRESENTS, that we Tualatin Development Company, a Division of Hayden Corporation a Delaware o oration Ws Principal, and Federal Insurance o an a corporation duly authorized to conduct a genera surety business in the State of Oregon, as Surety, are jointly and-severally he14 bound unto the City of Tigard, Oregon a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $ 5,668.55 lawful money of the United States of America, for the payment of which—we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present. THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are completing sidewalkin�Co Copper Creek II subdivision located in the City of Tigard, Oregon, aq entering into a su iviaion compliance agreement with the Obligee herein, and upon acceptance of said plat and compliance agreement, the Principals, shall make all improvements required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance agreement all of which are, by reference, made a part hereof, NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be peformed under said agreement and shall promptly make payments to all persona supplying labor or material for any of the work provided by said agreement, and shall not permit any lien. or claim to be filed or prosecutioned against the Oblige^, then this obligation shall be void, otherwise to remain in full force and effect. In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under t►.e terms of this bond, in addition to all other rights and remedies hereunder the City, in the event it shall prevail, shall be entitled to recover r;.ch sums as the Court may adjudge reasonable as and for attornev's fees. IN WITNESS WHEREOF, the parties hereto have caused this bond to be executed this 8th day of November 19 83 . TualatinDevelopmentCompany By: _ _seal a Division of Hayden Ccioratio Name of —T— _ By: _(seal) By. l/� real ant Ay: ' (seal By nese for ur Secretary (Corporation acknowledgement of corporate. Federal Insurance Company principal and a true copy of the. Power Surety of Attorney must be attached to the original of this bond.) tt.orney-i act rerm M02Al(Fm. it 11 182r1 N-10a0(a M) u 16100, 9860 9825 h O G O 2 co o 0 0 16125 00 16120 9830 ti I ,� 12 98115 a► °,� 6166 I 0 0 0 / 16145 16140 9810 COuK CT. 9760 io o h I �T 8 16145 16160 9790 /PICKS C cc U 5 0 -0 �6 0 9770 9765 �O O 45 10250 0 o I 9750 65 61' 0 o rn o 0 0 0 � 9730 \ A 9 5 o w) M I m m w m 'o �ti `6Z9 I o' T- v o o I ) C, o� a ao, 97Q5 ��0� �8's00 -1--- 6 � � NA/ 16325 ,630 183 63 S A, 16300 16335 ZQ I u► ` s 16320 C" m � aoo 16345 in 16365 a 40 m 18366 T 16335 00 560 093 inr► a h m 16366 �6 cp /x360 ico 0 oa+ a 1y _vai 16385 0 1643 16385 IP `63� o po o' > K NT8' o,4y 16446 0 16450 16405 400 r'Q / $ 9pq0 I 420 0 i 16470 164 0sC! A �o18465, 44C /0i ,KE-N 0 18480 �9 p 905 �8A90 16455 Q 0 0 1 � 4e0 I o'o ` o' z 16510 90 m �' b /6550 o A �,, 4, 5 18530 \�ti 80 o Q 16535 W ocsn N 16576 SAO W rrD to W) a ^ a aai 16585 m 16580 oo a ma a► 1659 v o ERWg00 LANA o $ O o O 0 m co m O O p 10, 01, go i? aD M a a a s °' 0) os to h o cDle 0 O 2 I D1 Obf — J I I I 1 -} as r r REQUEST FOR ACTION CIYYOF T ARD sw« ,mN crju�m LOCATION: PROBLEM: By: � Date: FORWARD TO: Administrator Police Building Public Works Library _- Recorder Planning --_ Other --- -- -- — Department Head Response: ACTION TAKEN: 6'%jj^ be, 5 e S 3 Forwarded to: County P.W. State Hwy. Dept. Date I/- 7~ q�-) WHITE: To Orginator CANARY: To Dept. Head (grog) CITY OF TIGARD `Sewer T.V. Inspection Report0 �� �/ � �� Indicate North Date ' -- -� Location ,/Q.���..._�<��m�l! -1�E�� �!/� �_--- Upstream M.H. No . S LV_Tape No . 0perator,keALl _ Begins at ;;.H . No.` _ & goes to M.H . No . W/Flow_ A/Flow Flow at start Sanitary Storm -Diam.�Length-Y. 6L- _Type_ C&.5:Weath . Cond ._E]Z ' Meter Setting�� y Upstream M.H . Condition A Main Staba' A ___...B C�_D Exit Slab •� �� '• ' .�,� FOOTAG �? REMARKS ` dA t i• , �,'cH I N.• d �+ �; .fit f' �� r:;i� �' 'r' � �r ; '� �ti• �, t 4;.- • CITY OF TIGARD Sewer T.V. Inspection Report Location �/(ca �r�qT Indicate North Date11 z 21 Upstream M.H.No. �;�i .ape No. Inspection begins at M.H. No. -5y & goes _w/flaw against flow X to M.H. No.--SSanitary,,k _storm _ Flow P1p�: size_gv Pipe lengthType of pipe at start- Meter settinq��_Weather condiLion��`Operator Main Stab-1_,�_A B C D Exit .Stab .j1potage REMARKS �., Tape Min. /71 sof 91 �-UB r9y� _ bbl -- 1 I MU �Mnq Hayden Corporation nialatin Development Company October 18, 1983 Mr. R. L. Thompson City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: Copper Creek Stage II Dear Bob: Tualatin Development Company, here by; request that the Public Works Department submit for acceptance to the City Council Stage II of Copper Creek. The 1 (one) year maintenance and punchlist are complete. Tualatin, Development Company will provide a Bond for the remaining side walks, Plat map (attached) hi-lighted in yellow shows 2834.28 sq.ft. Cf Cicy walk remaining to be poured. Cost Break down Excavation and Roc. @ .95 Set up and Pour @ 1 .05 2.00 per sq. ft. Bond Amount Required $ 5,668.55 Thank you for your cooperation, if you have any question please call our office. Sincerely, ?oseph F. Leopld Land Development Manager Construction Division 15300 S W.11 31h Avenue Tigard,Orep in 97223 (803)839.3 01 August 30, 1983 CITYOF TI1FARD Tualatin Developmetn Co. WASHINGTON COUNTY,OREGON 15300 S.W. 116th Avenue Tigard, OR 97223 Attn: Joe Leopold RE: Copper Creek II0 Dear Joe In regards to your requrGt to post a new bond for the installation of the remaining sidewalks within your project and have your maintenance bond released, we find that you must first correct/complete the following: 1) Have the curb replaced at 16405 S.W. Woodcrest, 2) Have the curb repaired on S.W. Riverwood Lane, 3) Have the street repaired at 16225 S.W. Woodcrest, 4) Have the street repaired at the manhole dt 16405 S.W. Woodcrest (manhole needs some grade rings) ; this sewer line needs to be re-TV'd for possible grade change or Irakage, 5) Have All driveways patched that have been installed after the final lift of A.C. was placed, and 6) All streets need to be cleaned. When these items have been completed, we will then recommend to the City Council acceptance of the new bond for the completion of the sidewalks and to release the maintenance bond we now hold. If you have any questions, please contact our office. Thank yo-,i, 4�941— R. L. Thompson Engineering Service Crew Chief RLT/dc 12755 S.W.ASH PO. BOX 23397 TIGARD, OREGON 97223 PH:639-4171 5 Aj,1. SEL4)er- 4 I -1 L �i/...__ Ater_..✓.� �i-r. 36•u16e- ✓ CuRlz PA rc'k Cdita mti /?IL/ t-A4lE QEPLA� !O S6-�i i�IG e f ccf►L3 AC2css FON l��aS 4J'oOD CllE-S7" ($5 G A7HtAt t�1 A7�1G ,.- PocJE2 -1"F L . a CARL& Tv, t:A5 5-rK6t`T' Z/6 I"m V , 4� If, z3.5 tJooPe/ZrCT X16&D5- -ro ISE PAIUMCP sr'I�£�`% �;E�rc. � �✓� A2nv�1L� M.N,s AT lG`fa5 �loaD�'2E�1 AT ALL �tJ, '�ifA7 �E�2E Peu2Gb A2 i INAc A.0 , Liam' r..)t&lr- oAJ, A l L1F7- A.+C . ZtAv utFT ADI'? GJZAoF ,/���� `T I J M, Ff� R`L - T✓ "7F41.:, LI NC Fol P6P;tM(-r SttRFAQ�e N�AtCW►�I6L ItJ�f1 6dZA�6 Cr�A � LbA KAGE. N G- )-','M &r T 'T-b Re, r/C, $ARRtCApEg C>�ff i7E, S IAE43AL.w,s — APe-W-s /USE i 5' AreAL CbaRTi0AJr WHEEL"AlK RAHN, .� K AIL11?6Y, CLJSTERS ST2GErL-1C-ort N(: `, l..A►.1p'SCAPi�.JG N����Er' S rMf ARS A 5 G1rIJERAL �RAt�1A�Cfs �- VIIJAL- C(_6AIJuP MAIN-r, 13ONP � 731)q- f'AYrI ;eC,crl cJA Y /Al`'T fl l t. 9ASI_t46&/7- Z�iUFS c. OT�leQ Hayden Corporation TUalatin Development Company August 23, 1983 Mr. R. L. Thompson City of Tigard P.O. Box ''-3397 Tigard, Oregon 97223 Re: Copper Creek II, Sidewalks Dear Bob: Tualatin Development Company request the City of Tigard, Public Works Department allow us to bond the remaining 6459.57 sq. ft. of sidewalk in the Copper Creek II sub division. A $13,000.00 bond would be obtained to cover this work. At the time the bond is obtained the Public Works Department would submit the Copper Creek II plat to the City Council for acceptance at the next meeting. Thank you for your cooperation, if you have any questions please call our office. Sincerely, TUALATIN DEVELOPMENT CO. :s�eph Leopold Land DevElopment Supervisor Construction Division JL:Jp 15300 S W 116th A%,enue Tigard,Oregon 97223 (503)639-3101 WANK �■l CITY aF TIFARD WASHINGTON COUNTY,OREGON July 12, 1983 Joe Leopold 15300 S.W. 116th Avenue Tigard, OR 97223 RE: Copper Creek II Dear Joe: In response to your request, an inspection was conducted of the proposed public improvements in said subdivision for the purpose of determining readiness thereof for City Council acceptancr-, action. The following listing, as a result of said inspection, summarizes items which remain to be completed and/or corrected prior- to such action: 1. Street reeds to be repaired at MH#6 due to settlement in service lateral trench, 2. Street barricades need to be repaired, 3. Sidewalks and driveway aprons need to be completed, and 4. Bike and pedestrian paths need to be completed. Fr,rther, it is recognized that additions and deletions will occur herewith throughout the m&intenance period. Therefore, in reference to conditions in the project Compliance Agreement, we find we will be able to certify project readiness for acceptance to the Council when items one (1) through four (4) above, are complete. If you have questions, please call me at 639-4171. Yours truly, Robert L. Thompson Engineerna Services Crew Chief RLT,'dc 12755 S.W. ASH p0. BOX 2339 TIGARD, OREGON 97223 PH:639-4171 w PPIL ST. SirsCAse- ott' CNRQ CK. A�'INc. ak Po t�Ott v K "ftL . GK G A5 STiC 6t'T 1.�r�:C rN �'�•'�� 1, ,► . A'i,/t, (.. 1. SE. '± a S6- i"c.t:rt.--dit SAs♦ IAISTALL. 6K A.e, kAr LIFT oK A- . 1,140 U(FT tlK SicRFAQ-t KAQKWN16s IIIA Slw4s ,N51. 55. tMmv, Af wotG'CXt<t I.J!ty 15ARRtCAVeS If FCS t?f.P��IE'_ SIpis WAt.K-i, 0-*ML Le-E W H&L-L"A►R R AP-4 PS 6K K AILBaX ' Lt1STERS nK sl-"e!T c4 4Krl w G aK GEtJ&RAL pRAt�lAG6 Ir.lAi7U uA"iE �i��,tw raF KIvEl�G3 •b G�1�1E G6NSOM- 5AFETy CA 1 01!.AJAL CLEAtJuR 1I/A n1NC- 13,Xg. 1DA_r1I 1N �CiInJM/A� 1 F iw s t s Hayden Corporation Tiraintin Development Company June 17, 1983 Mr. R. L. Thompson City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: Copper Creek II Dear Bob: Tualatin Development Company request the City of Tigard Public Works Department make necessary inspection of the sub-division and please send me a written punch list. Thank you for your cooperation. Sincerely, TUALATIN T)rVFLOPMENT r.n. Joseph F. Leopold Land Development Supervisor Construction Division 15300 S W 1181h Avenue Tigard.Oregon 97223 (5U3)639-3101 C �-ry Cmr OF TMFZ M.Wwx:R)•I.wm oeoow ow ��---- 11155 S W ASN PO.BOX 23391 TIGARD,OREGON97223 PH 639.J 171------ 5112' L & T CONSTRUCTION R[sID6NTIAL BUILDRA6 • LICKNIB6D • MOND[D DON LAIN BRUCE TATE 643-6888 640 7107 1 se s Mr CITY(*TIfARD WASHINGTON COUNTY,OREGON Nle . C3QJ c.E TATE L -F'r"" Co�Ssr2t,C'i'1on,( . :o U► U nz,�OpT.c A. 7 ------- 12755 S.W ASH P.O. BOX 23397 TIGARD, OREGON 9/22.3 PH 639-4171 :, r ^ ..jar.. 'N ■ •�i�)1 t�^'_L�- <r�, �-_a ,. ,. ... y r �J• •ta�I r��s�^.��1 Iy,,. �'YS:b�r' �•f� y. ` -. ^�' s is 1 war ae a� as w a. s CA f C w e Lam.J• A t �I cbH�� -115`,��uk 1 U tri SvF �• � o � . LR�fpiS Certified CUDY Of POWER OF ATTORNEY r •' ,*5 µ, �``,' , Know all Men by these Presents,That r' ,FEDERAL INSURANCE COMPANY,51 J.F, N.J.,a New Jersey Corporation,has constituted and appointed,and does her ICefx�adyParkway Short Hips, +^` hereby constitute and appOlnt. p'ttti,�S 1t Nancy L. Kummer, Reymond B. White, James R. Daly, Bartley P. Walker aixd Les]iL } Rudat of Pittsburgh, Pennsylvania--------------- e L. ` each Its true and lawful Attorr;WtrFact to execute under such designatkxt'in Its name and to affix Its corporate seal to and deliver for and on Ila behalf as surety thereon or otherwise,bonds of any of the following classes, to-wit: , t, Bonds and Undertakingled In any suit,matter or proceeding In any Court,or flied with any Sheriff or Magistrate,fof the doing In �{ r f or•riol;doing of anything specified n such Band or Undenak ng. ,..8urety dorxta to the Upite0tates'of America or any apenty thateof,;tincltidt required or 00""' ed under the law"or regulations relating to'Custpms or Internal Revenue;License'**dP4tfnIC Ther Indemnity Nbrtdpi tinder the laws,or- dinances or regulatkyra of any State, City, Town,Vllldge BoardidtpMt6rb000r,'0rrggenizatl0n,public or private;bonds to '?rsnsportdtlon nles,Lost Instrument bonds,Lease 6Ondsl Wbikers'Compefteat1on bonds,Miscellaneous Vurety bonds a and bonds on behalf of Notaries Public,Sheriffs,Deputy Sheriffs and himiit,P!!b1W officials. „ 3. Bonds on behalf of crrntractors In connection with bids,proposals or cpntracts, .1l. WltneSs 1NhwPJOft FEDERAL fNSURANCE COMPANY has,pursuant to Its By-Laws,caused these x } .'it7ne by 6 . 4 sident'artd Assistant� r ,.et:teteryaiid?j��dtSrpOrat! ' al tQ tie I1dralb At.iAAd this r +t r � �ntJal:xv+'' ,� .. t" f t^'c .. '`�:•,r.. 9,1 rv;•� rr• e,� # � i t •v.,��rr.iy•f'. `�+} y w:- rte ,'-;. ., ,.. �n h PEIINSUFjANCE COMPANY =, .�tt , �+ r �,, t 7rtd t I r. •yyt' us � �16.� - " . '� . ':^{ 1 1T d ' 'i%. E�•.,. ,r 4 ��. �1. � .•, roi pa, Iii ♦ ; 4� ,f •r - {,,�^;l.�... 1. v }t��+'`i ts"l'P1 ' n ' fi..George MCC,lellarti 0 1p +t , , mi Asa(ifanfVrce-PF'!illdent e ] l h Richard Dtbtt`rOnnor t: assistant Secretary STATE OF NEIN JERSEY , ss: County of Essex r On this 1st day of Januar/ 19 83 before me personally came Richard 0,O'Connor, to me known and by me known to be Assistant Secretary'of the FEDERAL INSUf�ANCE COMPANY, the Corftoratlon'described in and which executed the u foregoing Power of Attomey and the said Richard D.O'Connor being by me duly$worn, did depose and say that he is As sistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seat thereof; that the seal affixed to the foregoing Power of Attorney 's such corporate seal and was thereto affixed by authority of the By-Laws of said Com- .a panyan thathe signed said Power of Attorney as Assistant Secretary of said Company by like authority:that by is nrrivalnted with Oeorbll McClellan and knows oim to be Assistant Vice-President of said Company,and that the signature of said George McClellan subscribed to said Power of Attorney Is In the genulne handwriting of said Geor-le McClellan and was thereto subscribed by authority of said By-Laws and in deponent's presence. Ackrfowredged and Sworn to before me �✓G A"��` on the date above written. / NOTARY PUBLIC 1 Notary Public FAT RICL4 RYAN ghx 60 Gam` f I CITY OF TIGARD, OREGON RESOLUTION NO. 82-/,;) RESCLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS ONSTRUCTED WITHIN COPPER CREEK (PHASE II ) SUBDIVISION, SUBJECT To HEREIN SPECIFIED CONP[TIONS. WHEREAS, the City of Tigard Subdivision Ordinance requires subdi--ders to install streets, sidewalks, street lights, curbs, storm sewers, sanitary sewers, undergr,)und utilities and other public facilities for the development of subdivision; and WHEREAS, the City has required the payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One-Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for & period of one year. . . . ; and WHEREAS, said Certification has now been received, subject to correction of hereinbelow listed deficiencies; and WHEREAS, toe subdivider has indicated a desire to retain the subdivision perfr>rmance bond in full force and effect throughout the aforesaid maintenance period, in lieu of submitting a separa*n maintenance bond, NOW, THEREFORr, BE IT RESOLVED that the City Council of the City of Tigard, Oregon, hereby d.-cepts the public improvements constructed within Copper Creek (Phase II ) Sub- division, said subdivision being recorded in Book 54 on Pages 34-35 in Washington County, Oregon, Play Records, suti,�ct to: ( 1 ) Completion of installation of all sidewalks and driveway aprons. (2) Placement of the ( 1 ) ore-inch, Class "C", A.C. overlay. (3) Continuation of maintenance responsibility and correction of deficiencies, which may arise during the guarantee period. ice) Continuation of the subdivision performance bond. PASSED! This day of �/ � b ev 19 y_1, by the Council of the City of Tigard. a or- itY o i ar J 9 ATTEST: pity RFcorLer i igar t7RESOLUTION NO. 82- /,_?1 (503) 639-3101 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD, OREGON 97223 October 18, 1982 John Hagman Engineering Department City of Tigard 12755 S. W. Ash Street Tigard, Oregon 97223 Re: Copper Creek Subdivision Phase II - Maintenance Bond Dear Mr. Hagman: Tualatin Development Co., Inc. will retain Subdivision Performance Bond No. 80837004 in the amount of $403,933.00 to provide for correction of any defective work or maintenance becoming apparent or arising within one year after final acceptance of the public improvements by the City of Tigard. Please feel free to call me if there are any questions. Sincerely yours, TUALATIN DEVELOPMENT CO. , INC. j-4 qw•, -�Pc WZR Gary M. Wong Manager - Purchasing & Estimating GMW/pt cc: Barbara Harrison Joe Leopold 3zi s 1982 CITY OF TIGARD WN w i CITYOF TIFARD WASHINGTON COUNTY,OREGON September 29, 1982 Joe Leopold Tualatin Development Co. , Inc. 15300 SW 116th Avenue T',gard, Oregon 97223 RE: Copper Creek II Dear Joe: This is to inform you of the result of the inspection conducted by this office in response to your request. Field and file inspection confirms completion of all requirements necessary to transfer Copper Creek II from performance to maintenance period status. Therefore, staff is processing a recommendation to the City Council that the public improvements performed thus far may now be accepted for the one-year maintenance period. If you have any questions, please call me at 639-4171 , ext. 26 or 27. Sincerely, G� Rohar�-ft:-Ta n d i s Engr'g. Tech./Public Works Dept. cmv -- - 12755 SW ASH P.O. BOX 23397 rIGARD, OREGON 97223 ISH 639-4171 (503) 639-3101 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD, OREGON 97223 September 21, 1982 Bob Landis City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: Copper Creek Stage II Dear Bob: Tuslatiu Development Co. , Inc. here by request that the Public Works Department make the necessary inspections and submit for acceptance of this stage of Copper Creek in our 1 (one) year maintenance periou as of September 27, 1982. Thank you for your cooperation, if you have any questions please call our office. Sincerely, TUALATIN DEVELOPMENT CO. , INC. Fnd ;eLelopment eopold Supervisor Construction Division �► l� CITY OF TIGA RD ep. ; ? h '1� WASHINGTON COUNTY,OREGON y Portland General Electric Company Western Division 14655 SW Old Scholls Ferry Road Beaverton, Oregon 97005 ATTN: Mr. Truax R E: 3errt3 ( r� / v. C e c Dear Sir: This is to acknowledge that the City has found the streetlight installation in said subdivision to be satisfactory and further, to authorize PGE Company to energize the sov"n-id units therein via Schedule No. 91, Option "B". / y Your truly, Robert Thompson Engineering Services Crew Chief cmv City Accountant -- - --- 12755 S.W ASH P.0 BOX 23397 TIGARD, OREGON 97223 PH 639-4171 -- (503) 639-3101 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD, OREGON 97223 September 1, 1982 Bob Lanuis city of Tigard P.O. Box 23397 Tigaru, Oregon 97223 Re: Copper Creek Stage II Dear Bob: Tualatin Development Co. , Inc. request the City of Tigard Public Works Department make necessary inspection to energize the Street Light at Copper Crcek Stage II. Thank you, Joe Leopolu Land Development Supervisor Construction Department J C11Y OF T117A1U) WASHINGTON COUNTY.OREGON August 19, 1982 Ken Snyder Portland General Electric Co. Western Division 14655 SW Old Sc.holls Ferry Road Beaverton, Orcgon 97005 RE: Copper Creek I1 Subdivision Dear Ken: This is to acknowledge that the City has found the streetlight installation in said subdivision to be satisfactory and further, to authorize PGE Company to energize the fourteen (14) units therein via Schedule No. 91 , Option "B" . Yours truly, R. L. Thompson Engineerirg Service Crew Chief cc: City Accountant R.J . Rouse Electric, Inc. -- ---- 12755 S W ASH P O BOX 2.3397 FIGARD, OREGON 9722.3 PH:639-4171 -- ----- - FROM: R.J. Rouse Electric Inc. 16327 .S.IV. Parker Rd. Lake Oswego, Ore. 97034 Telephone: 635-224 ESSAG E - 6/13/62 s�� �ECTT,�pper c.rot3k 2 :tet. Lig, tim- Date----- -- -- ------- Ljigh_tiry for tha subject job has been completed. __upo.n_:,o4r;acceptance&_please- send a copy oft r acceptance and notice � — __ o Qn.r,7je_ to opr office. _9y EPLY Date 'lit' Cr L/6HT„j HAVE &E&AJ fmjrHLLEI? !N r� Ems_ i4 FORM 97 RECEIVER-RETURN THIS COPY TO SENDER I / CITYOF TIFARD WASHINGTON COUNTY, OREGON August 3, 1982 RE: Coy,pez Creek II Subdivision Dear Mr. Diaz: This is to verify per your request that: 1. Each lot will be situated on a concrete or asphalt surface road which has right-of-way and improvements, including curbs and necessary 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, has drainage structures and fill designed to prevent flooding as approved by the City of Tigard, Oregon. 3. A municipality owned disposal system is available to each lot at the lot line of each lot at the time of sale or lease of each lot which meets the requirements of the Environmental Quality Commission, with capacity to serve all lots in the subdivision. 4. The .improvements required to be constructed by the City of Tigard, Oregon are under construction. 5. A Subdivision Compliance Agreement, Performance Bond and Maintenance Bond have been executed by the subdivider and have been accepted and acknowledged by the city of Tigard City Council thereinregard completion of the improvements; said documents are on fi?.e 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 FstatE- Division by each subdivider. Y?}yrs truly, R. L. 'Thompson Engineering Service Crew Chief RLT:pjr -- 12755 SW ASH PO I1(-)X 13397 11GAIII), 639 J1!1 '� �� SEWER T.V. INSPECTION kEPONT hatI AS-yUILT _ Location OP_ff�= GMK Ups tream M.H. n Depth Downstream M.H. # -Depth----- Pipe epth --_—Pipe Size g Total Length X33 With Flow gaint:t —Flo FOO'T'AGE ABR. REMARKS TAPE MIN. — _��_ 512 -- -- -- Inspected $ P Y _� _ _ __---------- I.I.( ! ND OF ABREVIATIONS: J - Joint, S = Service, R - Right, 1, Left, PT = Protruding Tap, G - Grade, BP Broken P'pr W a M��MRALMMKALWMJKA SEWER T.V. INSPECTION REPORT Ira t Sc, t ion 1, v kS-BUILT-- Location <�:oFrQr- I pstream M.H. 11 Depth— Downstruam M.H. #---7 --Depth __ Flpe Size _Total Length Against Flow FOOTAGE ABR. REMARKS TAPE MIN. K> <7 59 COMMENTS: Inspected By: 1-1,(-1-.ND OF ABREVIAI ]ONS, J - Joint, S ';(,rvi(,e, R - Right , I. Le t ,rl'T Prattuding Tap, G = Grade, BP H. ()ken Pipe SEWL.R T.11. INSPECTION REPORT SC( t ion 4` -.5-BUILT Location I pstream M.H. # Depth Down-tream 11.H. 11Depth Pipe Size Total Length -201 With Flow Against Fluw FOOTAGE ABR. REMARKS TAPE MIN. c Inspected By:_.X II•(:I.ND OF ABREVIATIONS: J - Joint, S Service, R - Right, L = Left , PTR Protruding Tap, G = Grade, BP Broken Pipe WMIWMIUUMM��Jmmmq SEWER T.V. INSPECTION REPORT Bate Sc( tion 4 -C —9P gut'i AS-BUILT Location Cly I pstream M.H. ZI 0 p t 11-- Downstream M.H. fl Depth Pipe Size —Total Leng0-, C,(1 " C,t I:IF:1oD Against Flow FOOTAGE ABR. REMARKS y TAPE MIN.1 7 SL L/ <7 <7 7 ()MMFN-cZ 1.1A;FND OF ABREVIATIONS: J a Joint , S = �crvicc, P Right, L Left , PT Protruding Tap, G - Grade, BP litoken Pipe SEWER T.V. INSPECTION HEPOKT 72,E)'g2 Section oT�� �1 AS BUILT W Location � K Upstream M.H. 11 S Depth Downstream M.H. of Depth Pipe SizeTotal Length l ? ' With Flow Against Flow FOOTAGE ABR. REMARKS TAPE MIN. 5 L. rOMMENTS: Inspected By: 1.I.r,1ND OF ABREVIATIONS: J = Joint, S Service, R = Right, L = Left, PT Protruding 1'ap, G = Grade, BP = Broken Pipe rI■ \ .V all '/ ►� \ , , 1, m '.moi --11■�■■�wca Fi 1 =owl ..rimm Mimi ■'iJl $� ■ru■1■■I mil■■■■■ �Irl�e�w ■�■� �d� �!a � '' �`' - ' ''� r'�■■■=I' m� SII r ���+II-■1■-� � r. I�1 r amp Rom ad NO. WN Ilii■--i. �; �, , . ', r�K� '- ;i�i ��'■■"■■� �■■■�'1■1■�■r.■n■ � �� !tl �� _ �� . i ■1■1��■■�w■�■ ■��1 a mom om■ / �, ,r .. ��r■ i�r��l IIIIr■1�■�r ►;. :/ � �� ��IIIIIIr1II■���� ..��■��■�■■ I rel■■■°-�i ■�■�����■ :� ELI= �'� � �GIIIrnIIIII� . , ..■�Ir■■w■�'i " �! . \ i. I��ii■-- �� \ --rte lOWN or a%1s� �■�i=i "I—■—ii�r■��■■■��� ■WOMM mom .1■�1■ �, � \ . . �■■■■■■■r�:� �ar.� �■■Ir�����1�■■■r■■ ����� Ili■ w■■ m rdejm- -m MOM" `, ; � ►- „ ,.� , �►. .-. - ,,, � ■■�■■■-�"i � �;, rnI►,�rri r jlAH ..::.,= :��+,L�i i i ■■■r■■�1■■ �� ,car%ter � r■i■ir�■ 'i r Lk Nall Plim Ism Wil MIN WA su IWA14P ;., � ,. I �. ' Il • ■■IIIA � --II"� ■■■.■ ■�-_Ir—■r 1 `I[�\���� �a � � ".• X11 CVN����'' �� _ !+��� ��.�� � � r � � �`':��/N �--�� �"�■1...■■. 'I' ...■�.�..... X11■■ ■r• ZZ, VAdA �1—Ir■ �`� ,�� �� ■i Ii � '� . ■moi ��� ■■■■� ■I■I■r■� —�■ �"�' , � ! � ��M�II . 1 ■�■■I■ ■■�■� ■moi ■■■■nom S>t■�■■1 .■■■■ , , ..�' "-� :II -Ii 1�'� �"" 11� ■■III\ , r rte► - ,� _ .... ..► sly -��...�� ��'�1�...� 8N 1i11 ��Rt`I / •• �!� �� � d .nNta■Its.,11.V -, � 7r�/-r,� , .�.' NII■■■1111�■�■r1111■■II■111►fT7�■—r�i �■r■ -� ��■�■■I�■II■1 ��■�■II��■wl�� + ►�r � � / r ■Iw1■■ �■ ` ■■rII�■II ■ISI■ ��� —■UIIII. WVI ■■■n■I �i,LI t / �I •Nr��I i �i i, J► AM / �/ :, : ■■■ILII .?t% _�� !S - !/• � It: ■�■■[� r,■�' � � - Is WN loop r + I r •• • �r A - - •. . . _ I i 1 • NOTCH LID FOR SIFTING HOOK . 12"MAY. \ 19�� 2 7" lt` r 24 161/2 STANDARD COVERMANHOLE / `\ I -- (4" 1 221 ----- FRAME 9 COVER . - / �I" � � / { �'' -•�• SFRAME FINISH � — N MOTAR _ Q s 10 O 111 O �C I 1 1 N GROUT---- `� �� - - 4" CONCRETE EXTENSION I I I 11 \I I / _ I MAKE SURFACE OF \� r, , I 01 N j �N \ I.. I \ Ill I III RING GROUT FILLET SMOOTh a � :I 1 � dFORM GROOVED IN- II�� - -- -• �Q - . - 0 I _ 111 7 a 10" '�.'' �, •. ` :;; : --�I VERT TO DIRECTION OF FLOW -- — RAM-NEK JOINT MATERIAL' OR - 'I� sT'o a8"O •.' EQUAL 10 I MH RISERS �'' / \ ,�� 12"MAX. �/ r XI Q NOTE : F. Off SLOPE.7r• p. It. I. 4"CONCRETE EXTENSION RING In? r ' ,.', --r --_ _ --,.- — — 1�'•' ,1 -_. INSTALL AS REQUIRED TO BRING J L MANHOLE COVEP S FRAME TO COVER 9 FRAME TO BE MACHINED DESIGN GRADE (MAX, 3 RING). I TO A TRUE BEARING ALL AROUND d •v �� � Ir ��� —r---- - o �' y ` - -= -- 12" LAYER COMPACTED �..,c!� �5 T NL7,4 R D f'REC�,4 S T CA ITCH ,�,4 5/IV 1 2. INLETS/OUTLETS AS REO. h_ �� / / v u ` ° J J o c o e" GRAVEL( 3/4 I/4„) ji Or'awin No. 70 - A - 4OZ / 6'0 MIN, 9 STANDARD MAA OZE FRAME e COVES �- ,Ora wino/ IVo. 73 - A - ,506 i :* ''-X1.'•2 S TA NDA /90 SHALLOW MANHOLE Dr-a winq N'o. 7,5 - A - 30,3 STANDARD MH. FRAME d COVER FINISH GRADE _ EASEMEIVT AREAS I TRA6' DEQ RIGHTS Of WAY c 48”PRECAST MH SECTION SET FRAME - STEPS T" ASTM C-478 TF� �N�W WIDTH IN MORTAR— GROUT �. —_ I� Max./ MAXMUM PERMISSIBLE� I ;o' AT NATIVE — a"CONrRE'Ic EXTENSION /�I -1f 6�� ABOVE TOP OF PIPE MATERIALS ~ rDENSE, "-0" CRUSHED ROCK CLEAN ! � •• I I HARD AND COMPACTED. RING INSTALL AS REOUlREO - \ ���� � �^�, -•}2 i• TO BRING MH. COVER 9 'd .' � f ', , FRAME TO DESIGN GRADE. / \ :y PIPE SIZE TRENCH WIDTH I Y 6 (max 3 rings ) L - ' 'E',CENTRIC - I-► 1 I,- O„ 2' On M H. TOP �••�' o 8 M 2 0 w �-- 12 'MIN. I - ; ' I •,I � RAM - NEK JOINT 1 I - ' MATERIAL OR EOUAL 1 3„- 10 ” 2� 2" • _ _ I 3/4 "- 1/4 " I A� 1 / — � r+----- 48 -1I I S 12 — Z' g" 1 SELECT GRANULAR MATERAL A 14 IN PIPE ZONE - 95% COMPACTION 12"MAX ( ,r r — i•— _ -- .� _ ' JI 8 ', T� STEPS � 'r a •: •� •mac .e ' o ::o_ I. ..�.e.. 'Y ;I:l,:— s -.• - _ 1 15 2' IQn i ��J, op i60 wi• r,. 0���: CvyyN` e �O' 0 0 0 11.E _, , ' . ` '�. • •l. 1. ••_ ,' - 6" -ST'O 48n p O O O O Q ♦ • D () D O • ♦ o a p t �� 6 �v�• Ib, 0 I 16" 3� o v2" 0 e. , <MH RISER / COMPACTED GRANULAR " ; . " BACKFILL NOTE 12 LAYER COMPACTED GRAVEI_(I� -p ) — 'o a — • I o O / 18" f 3' 4 I a c PIPE ' I°, y OU°o o °o°D UN DISTURBED I INLETS - OUTLETS AS REQUIRED, - - L 2 MAX p o o a� EARTH 2 WHEN SEWER R ENTERS ABOVE 20 3' " INV.TO I V �1 p o BOTTOM OF MH FORM A 6 ONE v FILLET OF GROUT OR CONC. 1 - 1 '1 21" 3` 6" " i: i D/2 17ft. SLOPE , ►� r O b 0 o/' AS INDICATED. II CE SMOOTH a 11 I •..,� �_" _ _ _ _ , i. e 3 p� - MAKE _-�, --,— _ _11_ _ 11 ._3 24" 3' i0 I 4" MIN. or D4 � o n •� I FORM GROOVED INVERT , • �`• e • . ♦ 10/ TO DIRECTION OF FLOW 1 1 ( (I — _ --_.--- -- —_ .. 1 i1 II . 1 ) 27 41 2,# If.• 0 0 o' jp oo060000 0 i00• 10a60. 00 0'O 0 D O pet ,3_0" 46elGi0° ° o ° o - 12. LAYER COMPACTED ) D T- 5 REINF BAR 6 -0MIN I/4 ) Q 12" CTRS. 33" 4 I-O" " II 1 II 11 136 5' 0' A RD 44A NIV OL E 42 %5 TA NOA R0 TRENCH S TA /V 5' 6.. U 11 (1 I II � 48 — - 6�..O" IS I I L Oraw No 73-4 -3/l ,Ora w in9 N3o 7 - A - 30/ 9 � u I 11 J (I NOTE. REINFORCING SHALL BE 4.5 AT 12" CENTERS OR 2 MATS OF 2 L" GA . MESH AT 4" CENTERS. _ PRECAST MANHOLE BASF 0 ra w ASF 0rawin9 /Uo. 73 - A 305 1 I) R IMINARY' mr Lres _"r OLDI`Uction fill v/s/011d11), RLV/S/ONS -- Designed Under The Dae D E T A I L S H E E T 1 Job Nunll�( ' - — Supervision Of GZ C Q a C a`Q Scale - _ _ .__ COPPER CREEK STAGE 2 __.__—________ , ENC3INEERB SURVEYORS PLAf�'.VEgS ---_ Drawn AY - - -- ._- -. - _ - ._�. ._. ......_... .. . g RICHARD SF'O.SITO ht+ Re islered Civil Engineer No. 8280 �� O E '1 7 T N 5 T. `�^. N G U LI V E R I W A S r (;REEI- NO 1 Chocked By TiG1ARD OREGON -3�•�` 4 Or- I i f I k I 1 1 11 1 1 11 ► 1�`M I �i 1 III 1 'I I '1 I I TI IMI .rra f - 11 1 r I �(111t111111 I111�11 I, II11'I111Irl�II(I(111I111iII1,111(111I1111111I1)11111I111I111�111I�IrII)11111I 1111'1111111111 NOTE: IF THIS MICROFILMED .. 2 3 4 5 6 7 8 9 10 i I _ 12 _ DRAWING IS LESS CLEAR THAN THIS NOT ICG•r"IT IS IME TO YHE QUALITY OF THE ORIGINAL "`DRAWING. AE 62 9? 0 92 5t f? E2 ZZ 12 OZ 61 81 1_1 91 SI b El 71 11 01 9 9 L 9 S w E 2 I ,> �1111uuhullul111oil III111n1b1ul1nl�nllulllnrt11111L1ab11111111111111r�u1;n11►nrlunlrrtd►mllullu111rrtrlurlhlrttrrtlllrn llrr�nl;huthnrin111nu�ulrJnu�n1111uI�m suhullunllrulnu11n111w� i:�uuL�u�wE�u�111�1u� Wlnrr JUNE 24 1992 , IM .. i .-{ ! ,. 'fir .., o ... :.q4 ..M•Ii su pp�„ iN,fti;.yvuLwA.r7+Frt..rea,.• M?I! crv, ., ,,. ,n ,- , ��. i�b kx1NM1 [BNfN1,n.� it: yid'' !, �y ({��y, .�:fl'3�Cg.�'a ,I' .id �'ti}Jfk. - �41f< ,, ..� '•' `• . ."�.. �d.�+ ii '„.. ,. :. •i.c,. ,: { -�� �"Mo''Id ,. ,.5�".�...'^.�• ., .in �. -��IY� iTM ��& t��'� ,. . : ,.. a � r r,r� awe I ;,, �f. �-+�t a .., , � ,.,• .- 4xs•+xti t ', , SEWER T.V. INSPECTION 1%EP01-,T Section # BUILT Location TIC pst ream M.H. fl--- Depth Downstream M.H. #-10- --Dcpth--- Z Pipe size.-- Total Length 7 5LA Or With Flow acne r-Mo-w:) f4()OTAGF I ABR. REMARKS TAPE MIN. Z- 12_ -15---/TNI 2 1 2'3 -7 —.5 j=_ Is Inspected Byl_A— Iii-IND OF A9REVIATIONS: J - Joint# .4 = Service, R - Right, L - Left , PT Protruding Tap, C - Grade, BP Htoken Pipe �/ pp SEWER T.H. INSPEXTION HPOkT c date 7—�p�0� Suction # r- -o 1— S-BUILT C Location or-Ek.& Ipstream M.H. N Depth Downstream M.H. Depth Pipe Size O Total Length ith Flow Against Flow yREMARKS TAPE MIN. FOOTAGE ABR. --------------- COMMENTS: Inspected By: 1.1.rI:ND OF ABREVIATIONS: J ■ Joint, S = Service, R = Right, L Left, PT = Protruding Tap, G = Grade, BP Broken Pipe SEWLk T.V. INSPFUTION kEPOil' Date Scc t ion L A S-BIJ I Loc a t i on <OpK I;Pstrvam M.H. 0- Depth Downstream M.H. —Depth_ J Pipe Size Total Length ith Flo Against Flow FOOTAGE ABR REMARKS TAPE MIN. ()M14ENTS: '00q Inspected By: .1,(;FND OF ABREVIATIONS: J - Joint, S Service, R a Right, L Lef" , PT Protruding Tap, C - Grade, FP B-, ,-ikvt) Pipe SEWER T.V. INSPFCTION S(,c t ion AS-BUILT Location— <;QfEC-)S.CP4---EK- Upstream M.N. # 03 Depth ----/Downstream M.N. # --Df,pth—.- Pipe Size---Zf— Total Length_ With Flow Against Flow I-OOTAGE ABR. REMARKS TAPE 7MINN. COMMENTS: Inspected By: (.1 ND OF ARREVIATIONS J = Joint, S Service, R - Right. L = Luft, PT Protruding Tap, , Grade, BP firoken Pip(-, ! SEWKR T.V. INSPECTION 14,110!:1 Date_ 7 S(-, t ion U f �l Z Location Upstream M.H. # —_�� Depth Downstream pf.H. 1l Z. _Depth Pipe Size_ iF � Total Length+ z9Z With Plow -~--'- Kainst Flow y' IOOTAGE ABR. REMARKS Tt,PE MIN. z? Inspected B y: -�--} I.I;t.INU OF AHREVIA]IONS: J = ,Joint , S = Service, k kiPlit , I. = Luft , PT = Protruding Tap, G - Grade., HP Hrukcn pipe SEWER T.V. INSPECTION REPOPT svc c ion 11 AS-BUILT Location CDQm�_ C�.� / Upstream M.H. 11 ,Z Depth Downstream M.H. 11 I. Depth n — Pipe Size $ 'Total Length Z `; th Flo ."Against How ~� FOOTAGE ABR. REMARKS TAPE MIN. U S I - - I c OMMF.NTs: Inspected By: lAA;END OF ABRBVIATIONS: J a Joint, S a Service, R a Right, L Left, PT Protruding Tap, G a Grade, BP a Broken Pipe CITY OF TIGARD, OREGON RESOLUTION NO. 82-/,;� J RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN COPPER CREEK (PHASE 1I ) SUBDIVISION; SUBJECT TO HEREIN SPECIFIED CONDITIONS. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, curbs, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivision; and WHEREAS, the City has required the payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One-Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year. . . . ; and WHEREAS, said Certification has now been received, subject to correction of hereinbelow listed deficiencies; and WHEREAS, the subdivider has indicated a desire to retain the subdivision performance bond in full force and effect throughout the aforesaid maintenance period, in lieu of submitting a separate maintenance bond, NOW, THEREFORE, BE IT RESOLVED that tha City Council of the City of Tigard, Oregon, hereby accepts the public improvements constructed within Copper Creek (Phase 11 ) Sub- division, said subdivision being recorded in Book 54 on Pages 34-35 in Washington County, Oregon, Plat Records, subject to: (1 ) Completion of installation of all sidewalks and driveway aprons. (2) Placement of the (1 ) one-inch, Class "C", A.C. overlay. (3) Continuation of maintenance responsibility and correction of deficiencies, which may arise during the guarantee period. (4) Continuation of the subdivision performance bond. PASSED: Th i s day (;f , � 19,y2 by the Council of the City of Tigard. a—yo r City of igar. � ATTEST: 1Tt y Recorder - -Cit rd 7 RESOLUTION NO. 82- /;?1 MENIAL MWELAML SUBDIVISION CC,•IPLIANC:8 ACV -NEN'T T'r!TS ACREEX2,:T datE.d the _ 2nd day of March _� 19 82 bet Zea th•= CITY 07' TICfkRD, a municipality of Oreeon, hereinafter termed L•hc "City", and TUALATIN DEVI?LOP1a;NT C014PANY TN';, a Dc]aw�ir`e Con-2oration hereinafter termed "Petitioner" W I T N E S S E T H �J!EREAS, Petitioner has applied to the City for approval for filing in Washington County, 3 subdivision plat known as COPPER CREEK Il located in Section 14 , Township 2 South, Range 1 West_, -Willamette Meridian, Washington. County, Oregon; and WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to insLell streets, sidewalks, street lights, storm sewers, sanitary sewers, Underground utilities and other public facilities for the development and requires the pay:,ent O> fees; azid 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 sewers prepared by professional engineers for subdivision development; and WHEREAS, the public improvements required to be constructed or placed in petitioner. *; 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 subdi.vision'by legally enforceable assurances that the public improvements will b�_ installed as required and completed within the time hereinafter set forth. NGW, THEREFORE, in consideration of the fereboing premises and the covecants and agreem_,ts 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) years from the date of this agreement, and Petitioner is lteiehy bound to comply with all subdivision, standards as set forth in said Subdivi.sion Ordinance and the standard specification adopted by the City of T1, ard, 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. (2) To assure compliance with the City's requirements and .he Provisions hereon, Petitlor,er tenders herewith to the City a surety bund in form npproved by the City, pith liability in the amount r•f $ 403,93_3.00 a copy whereof is hereto attar.hed and by this reference made a r).-.rt hereof. (3) In the event that Petitioner shall fail , neglect or refuse to proceed with the work it ani orderly and progressive riannrr to assure co:npleLlou wiLhin the time liwils„ upon ten ( 10 days' notice by the City to Petitioner and Petitioner's suretl.es, and such default and failure to proceed continuing thereafter, the City may at it9' option orocved to have th-2 work completed and charge the costs thereof against Petitioner and Pet!tion::r' , sureties acd it' the event sane be not paid, to brin.- an action. on the said bond to rec.ovcr amount thereof. In the event such action be brought, petitioner and petitioner's ,ureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjLId;e reasonable as attorney's fees and costs incurred by the City, both in the Trial Court: and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner and/or Petitioner's sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event , in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as j and for the City's attorney's fees and costs, both in the Trial Court and Appellate f Court, if any. (4) Partitioner, 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 Ceneral ilectric Schedule 191, Option "B", together with a further sum 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 $_ 1,249.92 (S) The City agrees to make and provide periodic and final inspections which in the City's interest are desirable_ to assure compliance herewith, in consideration whereof the petitioner has paid prescribed inspection fees.* (6) The City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount: of $ 296.00 (7) At such time as all public improvements, except sidewalks and street trees within the subdivision have been completed in accordance with the City's requirements, Petitioner shall notify the City of the readiness for inspection and upon certification by the Department of Public Works that the requirements of the City have been met, the petitioner will submit to the City a good and sufficient maintenance bond if not already provided with the performance bond ,form approved by the City, in the sum of $_A(1,7Af,_f+(1 to provide for correcti.o;t of any defective work or maintenance becoming apparent or arising within one (1) year after teritative 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 Council agrees to tentatively accept the public improvements subject to the requirements for correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (8) That in addition to or supplementary of the requirements of the City's Sub- division Ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations: (a) None of the lots of petitioner's subdivision as described may be occupied for residential purposes until an occupancy permit is issued tinder 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 lot proposed to be occupied, is installed as a part of the development; provided that all sidQ alks as required by the plans and subdivision code shall be installed througt:out said subdivision not later than 3 years from the date of this Subdivision Improvement Contract. *Project Fee $ 1.3_,892.12 _ Sewer Fee $ 530.00 -2- (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) a!� req,tired, shall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the sub- division. Provided that final inspection and applicant for occupancy permit occurs within any calendar month from October to April of any year, such plantings may be deferred until the next following growing season. In any event, all landscaping and trees in all areas shall be planted and in place within the entire subdivision within three. (3) years from the date of this subdivision improvement contract. (c) After tentative City acceptance of the public improvements the petitioner agrees to place a one (1) inch asphaltic concrete Class "C" overlay on all roads within the development ; placement scheduling to be approved by the City. (d) Compliance with all terms and provisions specified theretofor said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, inr.egard to variances allowed from the subdivision ordinance, con- ditions specified by the zone use classification and, also, on the approved plat(s) and plan(s) . (e) Petitioner agrees to provide for correction of .1ny defective work and/or maintenance becoming apparent or arising during the guarantee period as here- inabove 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,tttereinrcgard, and release the petitioner's guarantee bond. (10) The parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior to the time this agreement is executed on behalf of the City. (11) The specific requirements of Paragraph 9 heteof shall for all.purposes be included as a part of the obligation secured by the aforsaid performance bond and the City shall be entitled to recourse thereto in th:: event of default on the part of the petitioner with respect to any requirement thereof. IN WITNESS WHEREOF, petitioner acting by and through its duly authorized under- signed officers pursuant to resolution of its Board of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly 2nd regularly held ort the .2nd day of1�9 2� 1981, has caused this agreement to be executed by its' Maypr aeW Recorder. TUALATIN PL CL P14FNT C MI' Y', INC. By: ----- President BY -- Secretary , TH CITY OF TTG RD, CREGON B y: Mayor By: Etecorder �" -3- Ss. (i.;ORPORATE .11ty j Washington On this 2nd day of March 1982, before me appeared Robert C. Luton a n d Barbara L. Harrison both to me personally known , who bei tag duly sworn, did say that he, the said Robert C. Luton za President, and he, the said _ Barbara L.-Harrison is the Secretary of Tualatin Development Co., Inc. the t h i n name Corpc,ration. a.d that the soal affixed to said instrument is the (-or- porate seal of said Corporation , and that the said instrument was signed and sealed In behalf of said Corporation by authority of its Board of Directr s and L. W. Buell and M. R. Chase acknowledgr,d said J.nFLii,:; - nt To be the free act and deed of said Corporation . IN TESTIMONY 17HEREOF1 I have hereunto set my hand and affixed my official seal the day and year last above written. r011ir' public for Oregon My Conunission Expirep.__ JSTAT); OF (, ,Fk"UN ss . County of On LIAS _day Of 19 , bt!fvire .v, apprared and personalty ktiu-,!ii w1m, 1,(.- ing duly sworn, did Soy that lie. i �,( ! .-� ,d iu the Mayol �4 A 1-' , ht is the 14(-( C'i 11 L I I "I q 'i I corporal inu lind Ole <a . - -. ... . -- . . . ,, 1 the sa i r i 1 to bV the f 1, v t i rl (-(I u f "a U t I i i y .+; J year L i f.i(,.i, L- lir L t!_ Notary O J IJ cn Z a C w r r I I- a� I I , ul u I rl rn 0 - I rn i I O CD ki, I � N I w } O I I iii Ji U3 O I - ' Q Wfir' LLJ Ll Ll I W ` O z LOZ _1 _ Q � - W v; (D tJ (f) [� cr —LLsu_ V rJ ) ENGINEERS SURVEYORS PLANNERS 110 E. 17TH ST. VANCOUVER, WA 98663 WASHINGTON OREGON PH. (206) 696.3411 (803) 289.6726 \1`l 0� �1GAKo TRANSMITTAL LETTER TO. City of_Tigard JOB: 10,486 12755 S. W. -Ash DATE: 6-3-82 Tigard, Oregon 97223 SUBJECT: Copper Creek State 2 ATTN: John Hagman Descrlptlon of Enclosed: 3 copies Rough Grading Plan. Message: For your information. MACKAY & SPOSITO, Clvll Engineers, Inc. BY: Al Schauer cc: i I� i F CITY OF TIGARD—12420 S.W.MAIN--TIGARD,OR50ON 97223 RECEIPT DATE:._ - 2- AMOUNT: $ -------_—•_--= DOLLARS NA CASH: ADDRESS:_ S J ` CHEC _ M.O.: I OF FOR: _ ACCT. • PERMITS SURCHARGE _ AMOUNT SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 PLUMBING PERMIT 0;,,_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 30-361 PARK DEV.CHARGE #2 30-368 Z G ADJUSTME TS ,05-362.,� v3—� --- TOTALS RECEIVED BY: PERMIT NUMSE SSIGNED: —~ Number ount Number Amount Number Amount - J ---- - $ - __ ----- $- � 10 4 2 7 I RECEhT CITY OF TIGARD DEVELOPMENT DEPOSIT FEE co f,,,PU T Art ON` SHIE.ET PROJECT NAME - PROJECT NO.- (1) 0.(1) PROJF'CT FEE (City ord. 68-48, Soc, 10, Par. A ); 7 a)Total estimated Improvement cost . . .. . J) `}d b) Less can. sewer est const cosi $ 'S4la' r� 13454 Z IZ Ad ,tod improvement Y sub iutotal) 7 (1) SEWER FEE ( U.S.A. res. 70-12, Sec-9, Par. 13"): a)Sewe r plan check fee 8 Inspection fee , I) 10.00 X CorJ (na, of Intl) 2) 100.00 min. C7 b) Permit fee H connection charge pold. . . [� c) Ser+er district contract surcharge paid ......... ••• .••C� (district name__----- ` (3) STRECT LIGHTING IFEE : a) P.G.E. lighting schedule no i h) Mthly rote option. ...... no. type Wight lumens 4 D4 (mthly rate) (no Of lights) type of pale arae ', t X 14 ll.` _-....-. --- -- (mthly rate) (no.of lights) lyr. _ 12mth's (eubtool) 2yr = 24mth's ce _Z4 A I Z497Z c —X s T (su�tsful) (no.of mthe) (a) SIGN FEE (item+-installation) (persign) (no.ofsign) STOP - X - RE S1 RICT. OCCUPANCY 41_-• X -- -- ° --- STREET SIGN p ° - COMB STOP/ST NAME 21 r!--X ° 0-Zf t — N o PARKING —_- X - - X ; el type) $ Te - -- X - misel type) RECEIPT NO 1��i .L---- IIATE PAID r,hOCM t� GRAND TOTAL tse•erras.��•��� cash cl 5tg1�,0 money order CJ insert .ewer,slrent,ur s-.:"d 'tlan SUBDIVISION COMPLIAYCE ACREE,1—C THIS AGREEMENT dated the 2nd day of _ March , 19 82 between the CITY OF TIGARD, a municipality of Oregon, hereinafter teamed the "City", and TUALAT N DEVELOPMENT COMPANY__TNC., Delaw-ire Caxnoration hereinafter termed "Petitioner". W I T N E S S E T H W'VEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as COPPER CREEK II located 71 Section 14, Township 2 South, Range 1 West, _ -Willamette Meridian, Washington. County, Oregon; and WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to install streets, sidewalks, street lights, -storm sewers, sanitary sewers, undeygrourd utilities and other public facilities for the development and requires the payment of fees; 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 sewers prer.ared by professional engineers for subdivision development; and WHEREAS, the public improvements required to be constructed or placed in petitioner*; 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 subdi-:ision'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 w{th the development, with the intent and purpose to complete all public improvements except aidewolks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petitioner is hereby bound to comply with all subdivision standards as set forth in said Subdivision Ordinance and the standard specification adopted by the City of Tigard, or as may be otherwise approved by the Public Works Department and to use only such material and to follow such designs as may be required to conform thereto. (2) To assire compliance with the City's requirements and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form approved by Vie City, with liability in the amount of $ 403,933.00 a copy whereof is hereto at :ached and by this reference made a part hereof. (3) In the event that Petitioner shall fail, neglect or refuse to proceed wiCh the work in an orderly and progressive manner to assure completion within the time lipjI.s, upon ten (10 days' notice by the City to Petitioner and Petitioner's sureties, and such default and failure to proceed continuing thereafter, the City may at its' option proceed to have the work completed and charge the costs thereof against Petitioner and Petitioner's suretiys and in the event same be not paid, to bring an action on the said bond to recover tlic amount thereof. In the event such action be brought , petitioner and petitioner';, sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner and/or PeCitioner's sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recovar 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 A2pellate Court, if any. (4) Partitioner, 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 1191, Option "B", together with a further sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a p,.riod of two (2) years from the date of initial energizing of said lights. Said amount being $ 1,2492 (5) The City agrees to make and prGv=de periodic and final inspections which in the City's interest are desirable to assure compliance herewith, in consideration whereof the petitioner has paid pre;acribed inspection fees.* (6) The City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount of $ 296.00 (7) At such time as all public improvements except sidewalks and street trees within the subdivision have been completed in accordance with the City's requirements, Petitioner shall notify tine City of the readiness for inspection and upon certification by the Department of Public Wu. ks that the requirements of the City have been met, the petitioner will submit to the City a good and sufficient maintenance bond if not already provided with the performance bond,form approved by the City, in the slim of $ an.Zflh_(;n 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 Depa►•tment of Public Works, that all requirements have beC.: met, and a One Year Maintenance Bond, the City Council agrees to tentatively accept the public improvements subject to the requirements for correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (8) That in addition to or supplementary of the requirements of the City's Sub- division Ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations: (a) None of the lots of petitioner's subdivision as described may be occupied for residential purposes until 4n 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 lot proposed to be occupied, is installed as a part of the development; provided that all sP evalks as required by the plans and subdivision code shall be installed throughout said subdivision not later than 3 years from the date of this Subdivision Improvement Contract. *Project Fee $ 13,842.1.7. Sewer Fee $ 530.00 -2- (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 sub- division. Provided that final inspection and applicant for occupancy permit occurs within any calendar month from October to April of any year, such plantings may be deferred until the next following growing season. In any event, all landscaping and trees in all areas shall be planted and in place within the entire subdivision within three (3) years from the dace of this subdivision improvement contract. (c) After tentative City acceptance of the public improvements the petitioner agrees to place a- one (1) inch asphaltic concrete Class "C" overlay on all roads within the developmen'; placement scheduling to be approved by the City. (d) Compliance with all terms and provisions specified theretofor said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, inregard to variances allowed from the subdivision ordinance, con- ditions specified by the zone use classification and, also, on the approved plat(s) and plan(s) . (e) Petitioner agrees to provide for correction of any defective work and/or maintenance becoming apparent or arising during the guarantee period as here- inabove 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 tesponsibili.ty,thereinregard, and release the petitioner's guarantee bond. (10) The parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement .at or prior to 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 aforsaid performance bond and the City shall be entitled to recourse thereto in the event of default on the part of the petitioner with respect to any requirement thereof. IN WITNESS WHEREOF, petitioner acting by and through its duly authorized under- signed officers pursuant to resolution of its Board of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Co ci adopted at a meeting thereof duly and regularly held on the d day of 19 , 1981, has caused this agreement to be executed by its' ,r�r d Recorder. TUALATQN L 14ENT , INC. By; _ President By; — Secretary TH CITY OF TIC RD, OREGON B y' - — -- Mayor By: Recorder -3- STATE , nF, 0RE(i0N ) ss. :ORPORATE ACKNOW1,FD(,M :N'T County of Washington ) On this 2nd day of March 1982, before me appeared Robert C. Luton and _Barbara L. Harrison _ V both to me personally known , who being duly sworn , did say that, he, the said Robert C. Luton is the Presi dent , and he, the said Barbara L. Harrison is the Secretary of Tualatin Development Co., Inc. the within name Corporation , and that the seal affixed to said instrument is the cor- porate seal of :•aid Corporation, and that the said instrument was signed and scaled in behalf of said Corporation by authority of its Board of Directors , and L. W. Buell and M, R. Chase acknowledged said instrument to be the free act and deed of said Corporation . IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last above written. ' Notary Public for Oregon My Commission Expires )STATE OF OREGON � ss. County of ) On this day of ^i--_ 19.--, before me appearedand personally known who, being duly sworn, did say that he, the said ---�is the Mayor, and she, the is the Recorder i,f the CITY OF TIGARD, a munic•Ip71 corporation and the said and acknowledged the said instrument to be the free .wt and deed (if said rainicipal r.orpo )t {, IN 14ITNESS I,HI. �: 1f', I have hereunto set my hand and affixed my offir. i.11 ;..a, , this day and year in tioLs my certificate fir,A. written. Notary Public for Orepon My Commissic,n Fv,rir�a� CITY®F TIVAND WASHINGTON COUNTY,OREGON February 9, 1982 MacKay & Sposito 110 E. 17t.h Street Vancouver, Washington 98663 ATTN: Al Schauer RE: Copj -�r Creek II DEar Al: t Regarding use of sand as an alternative to crushed rock for trench tackfi]1, we, likewise, have the same concern relative to slopes. Therefor, we cannot, authorize such substitution therein. Regarding Kor-N-Seal connections to manholes and substitution of 17j"-0" rock for 2"-0" rock, we concur therewith and do authorize such. Very truly, John S. Hagman Superintendent, Engineering Division cmv cc: City Inspector -- 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 972.23 PH:639-4171 #11).1186 ENGINEERS SURVEYORS PLANNER., 110 E. 17TH ST. VANCOUVER, WA. 98663 WASHINGTON OREGON j�Gq�p PH. (2081) 688.3411 Jaimar'y 1.5. 11)R2 (503) 289.6728 City of Tigard 121120 S. W. Main Tigard, Oregon 97223 Attn: Mr. John 1 Iagman Re: Copper Creek Phase IT Dear John: I have received a letter dated January 13, 1982, from Dick Rogers of Island Construction, regarding their request to substitute materials on Copper Creek - Stage II Improvement Plans. We have no objections to these substitutions as long as the city has utilized -the proposed substitutions on similar projects and feel comfortable with their use. The only possible concern that we have is utilizing sand in lieu of 2"-0 crushed rock trench backfill on steep pipe slopes. If excessive amounts of water are allowed to flow through the trench, sand is possibly more susceptible to shifting down stream in the trench, causing settlement. Of course rock will react the same depending on the volume of water. However, we feel that with proper care in construction, sand would be an acceptable substitute for the rock. We also feel Ko--N-Seal Assembly connections to manholes is preferable to grouting, and the 1'k"-0 rock substitute for 2"-0 rock 1.9 acceptable and apparently a common substitute in the area. If you 2iave any questions or concerns, please do not hesitate to call. Sincerely, MacKay L Sposito C� Al Schauer AS/wg cc: Joe Leopold ,• �.. l aux 1.�ti4 1'�'� �a�l wf�:Y.+ � 6, �:!'�..�m r't''��'t ,' %L ANC JIJnilar %, 13 , 1982 Mr. Bob Landis Cite of Tigard 12420 S .W. Main Tigard , OR 97223 RF: COPPER CREEK STAGE I1 - 51'r1: iMPROVE?IENTS Dear Ar. Landis : 1 :;1and Construction and Engineering Company requests approval for the following material. substitutions on the Copper Creek - Stage II Site Improvements Project: 1 . :substitute clean sand in 1iera of the 2"-0 crushed rock trench backfill as specified (copy of sand gradation enclosed) . 2 . Substitute a Kor-N-Seal Assembler for connection of 6" to 12" pipe to manholes in lieu of solid grouted pipe connection as specified (copy of manufacturer ' s data sheet enclosed) . 3. Substitute 1! 11-0 rock base coarse in lieu of 2."-0 rock base coarse as specified. 1f' you have any questions rand or comments , please do riot hesitate to call me at 289- 1136 . Sincerely yours , Dick Rogers General Suherintendent rcp rncIosures cc :11 Schauer Joe Leopold MacKay & Sposito , Inc. Tualatin 0vvelupmernt Co . 110 F. 17th Street 15300 S .W . 11f,th Avenue Vancouver , Washington 98663 Tigard , OR 97223 (503)289 1136 0 Suite 440 • 12200 N J-rntzen Ave. 0 Por119nd, Ort�(jon 97217 41 15 N. M 15SISSIPPI AVENUE or,srs,u.TroN u.\.I. 04 P. O. B O X 1 7 1 2 6 NON.OtSTMUCTIVC Ttsri%o M.T[paS iN!.ntc Tn4 PC) RTLA N D. OREGON 9 7 2 17 W[LUIN4 Ct MTI►rCAT104 ANTI liR 160.L TLfT.NO .r1Y fiC AI Tl'v TIN(+ ASSAYING December 7, 1981 Hayden Island, Inc. Interstate 5 Jantzen Beach Portland, Oregon Attention: Mr. Dick Rogers Gentlemen: Subject: Gradation analysis performed on one ( 1 ) sand sample submitted on 12-7-81 . Reports Item : Sand Sample # 1 Gradation Analysis: Sieve Size % Retained % Passing 3/8 0 100 # 4 0. 2 99.8 10 0.2 99.6 20 2. 2 97. 4 30 3.7 93.7 40 6. 3 87.4 50 15.7 71 .7 60 17. 8 53.9 80 23.8 30. 1 100 14. 9 15. 2 140 10.0 5.2 2no 2. 9 2. 3 -200 2.3 ----- Respectfully, NORTHWEST TESTING LABORATORIES, INC. Pau Irffi6 Portland Manager. Report No. 244435 a s Igor-N-Seal I Assemblies For pipe connections from 3 1/2" (89mm) O.D. to 21 1/4" (540mm) O.D. DATA SHEET r Manhole structure Korband — re , Interceptor line Ito 1 External band Boot d r > �w KOR-N-SEAL provides a watertight magnetic, corrosion resistant stainless • Holes up to 24" (610mm) in diameter connection by offering true flexibility and steel may he cored and boots installed in the satisfies all other conditions that affect a The external band, which Is used to field if necessary positivepipe-to-manhole connection the effect the seal around the connecting it Damaged or vandalized boots can be uniqueness of this connection is a system pipe, is also made entirely of 300 series, easily replaced which utilizes a cored hole and a flexible non-magnetic, corrosion resistant • The boot may be installed in the cored rubber trot A hole is core-drilled into the stainless steel port in seconds through the use of a cured concrete wall of a manhole simple hydraulic jack. providing an opening that is precisely • This is the only joint that may be controlled in size. shape surface finish KOR•N-SIAL Advantages produced either in the manufacturer's and location plant nr in the field A boot which is molded frnm a specially • The specially formulated NEOPRENE- formulated NEOPRENE-EPDM blended EPDM blended compound molded boot Suggeslad Manhole Spec'.fications compound meeting ASTM C443. with a offers superior resistance to water, 3/8" (9 5 mm) minimum wall thickness is sewage, oils, acids, ozone, weathering During the casting process, each installed into this cored hole and aging section shall be poured uniformly, and, An internal expanding band clamps and it Up to 22 degrees angular flexibility in except for lifting holes, there shall be no Seale the boot to the port using a self- any direction and 2" (51 mm) vertical mandrels or other discontinuities in the locking toggle action which forces the displacement can be accommn• ted form to disturb the flow of concrete or to bend to increase in diameter. thus depending on pipe O D require cutting of reinforcing wireb After generating a circumferential clamping • A separation of the pipe from the the sections have cured. holes will be pi,essure to effect the seal. Sets of manhole provides a cushion which cored-drilled at the plant location or in the circumferential edges are molded into the absorbs vibration and relative movement field. All holes produced shall accept a boot surfaces which contact the port and between the pipe and the manhole, thus conical-type flexible seal This seal will pipe. These ridges deform under preventing the formation of leak- allow for lateral and angular aliynment as clamping presSL,re to fill surface irregular- producing cracks. the pipe connection is made For in-held flies in the po't or pipe The internal • Off-size and out-ol-round conditions changes, additional holes may be added expanding band is made of 304 non- of pipes can be accommodated maintaining the same specifications Nafional Pollution Control Systema Inc., flm Street, Milford, New Hampshire, OSA 0305fi rel. 160311373-8680 Tolex 94.3529 800501 pYlker Printed in U S A 1980 KOR-N-SEAL I ASSEMBLY INFORMATION r _ �— I , A B C Ir 1 y Seal Suggested Hole and Boot Diameter Dimensions Korband Boot Only Pipe Clamp A.. mbly Pipe Part No. Part No. Part No No. O D. Range' A B C D 1 2 3 tUfr7 I :' 1 2 - 4 1 2' I 7 6 118' 4 1 4 6 145-i 10.'-7 NA-8( (b9mn. 114rnm) (17Bmm) (156mrn) (108mm) (I52rnm) 108 ,L0 5 316' 7" 12" 10 718" 6 1/2" 8' 145.12 102412H M•12e (137mm• 178mm) (305mm) 1276mm1 !1651"1") (203mm) 106-12A 7 -R 17, 10 10?:8' 8" 8' (t;8mm 216rnm1 (305mm) 1276mm1 003mnt) (203rnm) 145.12 102 128 M-180 106-12 I 8 3 10 93 4 I 12' 10 7,'8' 3 1/4' 8- 145.12 102.12 M 1 B0 4 1708mm 1n-24Am (305mm) (276mm) (235mm) (203mm) Jfr 169 ( 91 4 - 11 16" 14 7.8" 10 112" a' 145 16 102.160 M-192 1235mm 279mm1 006mm) (378mm) (267mm) (203mm) 05-t6A j~-10 3,4 • 12 1 2 16 14 7,8" 12" 8" 102-t6A M 240 (273ntm-318mm) (406mmi (3;8mml (305ntm1 (203,111") 145.16 106-16 I 12' - 13314" 16. 14 7,8 13 114 8 ;45 16 t02.16 M 240 1305mm.349mm1 (406mm) 078mm) 1337m1") (203mm) 106-20A 14 112 - 161 4' 20' 18 7118" 15 3,4' 8' 145-20 102-20A M-304 1368mm•413mmi (508mm) 1490mm) (400mm1 (2.03mfn) 15 3 4'- 17 112" 20' 18 7.8' 17" 8" t0&2U 145-70 102.20 M•3(4 iAOOrnm 445mm; (5081"1") (480rnm) (432mm) (203mm) 08.24 19112 - 2114' 14 2271R" 2034' 8 I 14524 10724 M-368 (495mm 540mm) ; (610mnii (581n,m) (527mn1) (Mflim 1 Suggested P.pv O 0 Rangf-comes from field experience Pipe installation may iequne islretching of the connector SEAL INSTALLATION PIPE INSTALLATION INFORMATION INFORMATION NOTE 1 lir,,i ; h ), N-50ai eastembly into 1. Insert pipe into steal (bring pipe • Cautun vhoutd be t iken whwi port wlth toggle up, approximately to the lip of the used with unresiraineo •.t1.1bs 2. Plate Kurband expander inside interior diameter of the manhole). • Assure that a proper ba( sena and In line with toggle. 2. Position pipe to approximate material Is used to arto "1 't-elate pump to seat extension center of seal. conditions .11 Into 'V" of toggle 3 Place the pope clamp In the groove a Prior to any critical usage contact 4 Align seal in port. provided Customer Service N P C 5 Clpt'rate rtuln( to expand toggle 4. The area between the clamping Systerns, Int; . Milford,N H 03055 past rt'.t tpr Cunlinue pumping r idges and the pipe must be free of Ilnfll ga,ige reads at least 2000 dirt. P s 1 5 With a screwdriver or wrench 6 Visually Inspect toggle expansion tighten the, pipe clamp. to assure over-renter locking 6. Adjust pipe to Invert grade. action 7 Open rnlerase valve, retract and disF,rtgage site evpAndet. l�M... Mdnrlxrhned unJe1 Ihr luu.lwnq Venni,rn,•�„1”.,.i . 11 5 nu 4lhN?b•14 11'. rtn :3'1'rR.'111 !_p, n. 1 i V'.,1, i 1 N flrlq nn 1141 4(14 Alnlraban•u1 Sol tlh.f Rni N 5331 r'.n 1'u'��r•rrd IrAdrmarl nl 1441.- r • 4 SUBDIVISION PERFORMANCE BOND Bond No. 80837004 KNOW ALL 'IEN BY THESE PRESENTS, that we TUALATIN DEVELOPMENT COMPANY INC. an Ore on Cor ora 3 on as Principal, an• ddgral In a corporation duly aautFior zed to oo2n uc a pe-R—ne.-T.-a-1 surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of 8 403 3.00 lawful money of the United States of America, for the payment which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present. THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are platting COPPER CREEK II subdivision located in the City of Tigard, Oregon, an2 entering into a subdivision compliance agreement with the Obligee herein, and upon acceptance of said plat and compliance agreement, the Principals shall make all improvements required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance agreement all or which are, by reference, made a part hereof, NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shall. promptly make pay- ments to all I.-�rsons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to remain in full force and effect, In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies here- under the City, in the event it shall prevail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF, the parties hereto have caused this bond to be executed this 7th day of December , 19-1-• By: (seal) TUALATIN DEVELOPMENT COMPANY INC. name o ore on By. seal By: BY:( 1Z s end-- Wl ness for Surety By: c�AS��—.1vw�— I Secretary (Corporation acknowledgement of Federal_ Insurance Compsny ,p corporate principal and a true ure y � copy of the Power of Attorney must be attached to the original 04 / , of this bond. ) "'ice rney- - ac Form No. 1971 - 1 A �� STATE. OF OREGON ) • I ) ss . . ORPORATE ACKNOWLEDG.'.1ENT ro,,-nty. of Washington ) On this 30thday of November , 19 8_1, before me appeared Robert C. Luton and Barbara L. Harrison both to me personally known , who being duly sworn, did say that he, the s3.id Robert C. Luton is the President; and he, the said _Barbra L. Harrlis the Secretary _ of Tua_la_tin _Devethe withinloam�nto• . name Covpo' r.Ajon , and that the seal affixed to said instrument is the cor- p oe , atJ or-poratJ Se said Corporation, and that the said instrument was signed and sealed yin-`behalf of said Corporation by authority of its Board of Directors , and _ L. W._Buell and M. R. Chase acknowledged 's'aid instrument to be the free act and deed of said Corporation . l - IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last above written. Notary Pu lic for Oregon My Commission Expires_ /.�T/f I _ Certified Copy of r 1 POWER OF ATTORNEY Know all Men by these Presents, That the FEDERAL INSURANCE COMPANY, 100 William Street, New York,New York,a New Jersey Corporation,has constituted and appointed,and does hereby constitute and appoint Nancy L. Kummer, Raymond B. White, James R. Daly and C. M. L. Gould, Jr. of Pittsburgh, Pennsylvania------------------------------------------------...--- jt34i9f or -1jj1Af41c.?vit :At`i -i.1titri .,., F�,`�-„ �� i,,u.�A ru+� rr •�,; J i�t;�bc:rl !I��fif�rfISQ'7bNttd Vh�4d+t.'��i1Fyl'4'r; ' rr�•�..t 13•Cr�tl ,;t4.ltkt�lp}�*4>, each Its true and lawful Attorney-in-Fact to execute under such designation In Its home and to aNixtlta.0drporatd deal to and deliver for and on its behalf as surety thereon or otherwise,bonds of any of the following classes,to-wit: 1. Bonds and Undertakings(other than;Fiduciary B6nAs)'f1Q4i`1 Vsny suit, matter or proceeding In any Court,or filed with any Sheriff or Magistrate, for the doing or not doing of anything snacifled In such Bond or Undertaking,•)n which the penalty of thdtbond'or UndertakIndlidoeis,ftl exceed the aft o ;Two Hundred fl�tyf Thousand pollart'($250;000.00). l r Hl 7' }+ tN1 V••r d a t T r.,.• r I r 2. Su�ggbI$Ada�[b,'4hf4t nke� 'caret►a( mer�c�t,pr'&nyta$erl�ly °hereof:�n ludi'ti'g thols�eXegtllred�l AH 1tth under the laws pr k�Vallonil retatitty jo Ctletorrts�r IntaQ.,Revenue;Manse end P0,11f Bohd6 or otFJet)ndemri�ty'bonds under •`.e'JaWI�'brdinancds'o Xegr�latfona',ofIeny'Stats,':Clry', own;VIIIage'Board dI,othAt`body or'org t?if$tidn, public or, prhiat'e Conds`to,Tia'spbhtatIoq C�dMpanles,'Lhb;t�n}slimtee�nttl;hds''L'esse.bonds,_1rVorkmen'�a�o npb nation bonds, cielaeAleNequs"�5t �sr ty`tsno !NoWr17�, bil�TS '1S: Rut �S`,v�er�,l$tsjhw d li . apublicoffi 111 3. Bonds on behalf of contra ora n corinection,vyith bldd,propoaala or contracts. 1t +itPt�ectrl: W(9 R,L+t1r:1,?l1, f 40• i;, It i,rr(( pfT�' +J1. It+1V'd+F r;fid f a tuts •n!'yar!eft'z 1'4►:14�Wi� ,�{PA C s�u lnw� aero btlf+'t{ t �J't�ii��ar ..rhr1 ,? ,,,t 1�1 t,Arttt ntartm '):�dt 1�t}tkifipd nrt h r s !' �n ;� h �f atf• ,q reit. . M i4$;'Jd1�$t�2r'�•�•tp� Ari 'a,1f r+r � �;n `i i�"•t11 S• tl�l'�J•,fr;kt fr;?4.d�►•sa�s•�itf � f ..-r .�. ;(�ttl:pif`411�'IbihvlT,'VJghn'rIle! !n Witness JN er 9 Id f D RA� INSURANCE COMPANY has,Pursuant to it Lav.9 ase pr,@ pts t g"� �t' °, fir 4nt�tiftid�satstdrat a )etarX and�Is.'c. rPf �P/ t,�4 i�r let day of January:". artv+l+luh T, ter y r FED HAL N�11'' ��r^E MppAANY t ;: )'i �i+tWiJ3% ��-I .FI ,�f f•. �••r •J- -.t'v,l, ,,��1,+++JJJ7,,J�} rag FAr''� �. t9At 9t'rtvb)tU 4J .l j i eii�rr�,tt tt �ffk1 BY +, l;tFtirQttrtil^n.�t±p7ltlf 7 11 r' r. i a'. 'n„!.,t„!'n . ,rt<A'ktA'r{jY tt✓�F��}` tt�3o'rtp8. .,,�,}ti t>�(. _ t'. ',Y ►VN C_ RAN 4PWI. t V eiloi r1: 01 4Q:oa G;orge McClellan ASSistantVice-Pre sident w tit•-. t tF t yFk'JERS�y'�•+ 1 r'�r r ; � Richard D.O'Connor STATE OF NEW JERSEY Assistant Secretary 83' County of Essex. On this 1st day of January 19 81 before me personally came Richard D.O'Connor, to me known and by me known to 1 be Assistant Secretary of the FEDERAL INSURANCE COMPANY, the Corporation described In and which executed the foregoing Power of Attorney and the said Richard D.O'Connor being by me duly sworn, did depose and say that he is As- sistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Com- pany and that he signed said Power of Attorney as Assistant Secretary of said _'ompany by like authority;that he Is acquainted with George McClellan and knows him to be Assistant Vice-President of said Company,and that the signature of said George McClellan subscribed to said Power of Attorney is In the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By-Laws and In deponent's presence. w Acknowledged and Sworn to before me on the date above written. P� , �ti\ "OTAR r * i Notary Public \\ PUBLIC \ti PATRICIA RYAN FW J ERS NOTARY PUBLIC Of NEW JERSEY My Commiuion Expires December 11, 1983 Fern,21.10.230(Ed.2-7S110ams11 111-27123 120M1 '�;:” • M ' ,,I,Ic ., iii' e;:fr,rolf.. ':✓it fro r;•. 1 .I :i'i +)': ro I�idZii7 !+?.®fat ka fi::;1�} tRt✓k �`i�'1, .'11� r SHORT HILLS,N.J. Counts'of Essox I,the undersigned,Assistant Sect.tary of the FEDERAL'INSURANCE COMPANY,do hereby certify that the following is a true excerpt from the By-Laws of the said Company as adopted by its Board of Directors on March 11, 1953 and amended May'.27rd97,i1!pintxhatthis 1ByAlawilsinIWIl fotceandefjeatb itaut r'st+nu asuoaxs w kat-A-y �v,0A Jesiggef U44 Suit a'i rintse j Pitt"c to to 1-.bq m .t„rtwTtr�f4 tr,nr19111fh�!p�U 1fUfl04 0 n,b"r I'll wvlfoh nlv:. last o ,tttroD rat M qii x , tits.1K*,t M#1,FJTJCL4AY I 1ats,:i nsrtt :ariru,aQnlw�►tteiutl A'r'>s 1*t«rc�3 .+ t><;t raMMw rf(e iNkHi1 1�+ ,n IN W t+ E,ra+rls U'Y�V nt, to prrie)p t u ntt.h��A1 of ,Pltsel ''ps9 M Ht n o ,res X04. 4[IPn t]odl bo0dsoiindertakitap „contrac s 8nd 91norslrtatr iTecf[q',ptherl as et veafogfand+on;.ut hallo t�e.Co k Is rhtarrmtto,gxec5te 1nd 9F41l be ex©Cdted, ' hePrg6on S , h rj 'res�eq ,Jt qS� etar' �1 Ag9 r n, ec etarya �15,"csp$�tlY�,:.esi�h>-drt+ ti,, ' I t;l. �D at'9tly 'n R, tf{c r ' c at19 �� -n•9 {a 3 g Q�p�4t;on>SS tI} lJoer rt �S. Pt1Vl Qdfgr d tib *M�f l "rtYa t�an{ ut H'boritf;t'i�itl Kin-g d oth igalib a Or id d'Id such YesoI ti�N b )power of attorney, af�af�1 tlri 1r1 Pi15RM.1c�mc ! fM11Y Qr]M^^wS:l rt1 11tyJ (Kr}fD Zbd rf0 'Section 3. All powers o}attorney for and on behalf of the Company may and sh.311 be executed to the ns-ne and on behalf of the Company either by the Chairman or the Vice-Chairman or the President or a Vice-President or an Assistant Vice-President,jointly with the Secretary or an Assistant Secretary,under their respective designations." An r. t ri „!li%�t111 efSn'r �r�'�M7D �:19/SF1y�1fi .t n v r nrrr�ro �•9ty t"jtC+f1 ��r X,Gertf y�het��iaye compared he toregoipp P1t.#1 i 'b�ly�R,,OFi gTTO EY wltti thq ongTpal thereo(,and the samel 'etbfrect`and true copyoltheYvholiof said otlgin&P&W1'Attorney and that Id Power of Attorney has riot been revoked. ' t "t.algei„ Ir, 'rh 1; t �•.. And t turtherCeAfff�Ebel sk 0 F6ER�L INSURANCE COMPANY is duly licensed to transact fidelity Find surety business in eeoh of the States of the United Statestof America, District of Columbia.Puerto Rico,and each of the Provinces of Canada i' Stiff{ the exception of Princ Edward Isl4gd; and is also duly licensed to become sole surety on bonds,undertakings.etc.. permit rl of'soQuIred by lai. �/ iv an¢ i the s 1 laid.Company at Short Hills, N J,this—__—_ /rrF7 - f r Asslstaw o'crAiffit":CAI � �Y •ttkt.r•, ... yd :: trrrlrlA [Yn f•t ?Ur;r]+i�(J 11F1rAro!J1N 9"A/at#�y.ty�1��+t1�l�alt!at•Jt't`f,S .-�. ✓rrU}R' 1••�' .�%� ., h., r,.y .I.,,r.. •.r n I•tM'I'•:i1"'!1 .:•l14Jl,!ftq?G` 4r+r VvII'p!''AG}:1 3�]M1'tAfil)�P1, n'1-tr,., �!..i' MGA •rr,' .-1 1 v, 'hnt ] /i ":1,'^. vhf r" 'iu y'IIgQ 7 .1'1x1..i. O hlr,• I. kr KWV,J(:# .roini ).,i# N.1•.tt,r'l t(Y,) eels Fv 4nJ bnx 'r lR J.'.�t,tC7:1 •• I 1.' ,', : gyttfrt;••Y{:tnUlAl:i { , 'n y', ' rlt ft ylflit�)Ur rx1 t'H.dit19 01H`•-i1 L'aw 'tr'9 !flet still: rA on, •„A (aAifir)t►K3� fJNtf 'lino 3a' Y4+(rt it•n)•R'tttLi 1 'Y'1 tart y` t'trrh iPLA R ry,1,:r!�rL 1gYhtr, 1, !Sri MA1t blip•(nyy Imi q„w4t!tt1Nr11ir•�M1"t. IV, t;l)1drPit .. t lt•+,,.� ,U M�f' ntnrll+ Irk Igt1YCw� haat t,, tratir• rGa' •"�lf'•r. • .. .,rr..a ., ., ►r• .. , ,�, r... `x,71, � _)/1•,r '. y j1.t, ISLAND CONSTR UCTIDN and engineering co. DIVISION Of HAYDEN ISLAND. INC November 30, 1981 !sir. Roy Brown Tualation Development Company 15300 S.W. 116th Street Tigard, OR 97223 RE : COPPER CREEK - STAGE II Dear Roy, Enclosed please find a Bid Proposal for the Improvement Construction for Copper Creek - Stage II located in Tigard, Oregon. Sincerely yours , Dirk Koopman President rcp Enclosures (503)269.1130 • Sulte 440 & 12200 N.Jantzon Avq. 0 Portia nd, Oregon 97217 C � COPPER CREEK STAGE II PROPOSAL Bids will be received in the office of Tualatin Development Company, 15300 S. W. 116th Avenue, Tigard, Oregon 97223, not later than 4:00 p.m. , , 1981. The sealed envelope containing the Bidder's proposal shall be clearly marked "Copper Creek Stage II, Site Improvement Bid". Bids shall be in accordance with the Plans and Specifications. BID SCHEDULE ITEM _ QUANTITY UNIT DESCRIPTION UNIT PRICE TOTAL STREETWORN: 1. L.S. Clearing-grubbing $.Z.400.00 12 ,717 C.Y. Rough grading & excavation $ 2 . 09 $26, 56390 3. 75,300 S.F. Subgrade preparation for streets $ 0 .16 $12 ,048.00 11 . 75,300 S.F. 8" of 2" minus rock base course $ 0. 22 $16, 566. 00 75,300 S.F. 2" of 3/4" minus rock leveling course $_0. 055 $ 49141. 00 t.. 75,300 S .F. 2" Class "A/C" asphalt concrete paving $ 0 . 37 $27y861 .00 7 . 75,300 S.F. 1" Class "C" asphalt concrete paving $ 0 . 22 _ $16, 566. 00 ', Proposal - Page I aMMRKMM 1j'EM QUANTITY UNIT DESCRIPTION UNIT PRICE TOTAL STREETWORY, - continued: B. 100 C.Y. Imported subgrade stabilization rock $ 11 . 00 9. 16 Ea Standard mailbox clusters $ 68 . 75 $ 1 . 190 . 00 TOTAL STREETWORK %08 , 346 . 40 CONCRETEWORK• 1. 4,090 L.F. Standard vertical curb, 1 lincl. drop sections for uture driveways 3 .20 2. 805 S.F. 5' sidewalk, 4" thick, with crushed rock leveling course $ 1. 80 $ 1 . 419 . 06 TOTAL CONCRETEKORK $ 1.4-A-537 .00 _.)RM SEWER: _ �o W2� 1. 8 Ea Standard storm manholes incl. 1 with grate cover $ 6.90 $_ 5. 520 . 00 2 . 37 L.F. 8" C .A.P. $ 9 . 00 $ 333 . 00 3. 893 L.F. 12" C.A.P. $ 8 . 50 $ 7 , 590, 50 4. 70 L.F. 15" C.A.P. $12 . 00 $ 840 . 00 5. 276 I,.F. 18" C.A.P. $12 . 50 $ 3} 450 . 00 6. 250 L.F. 211" C.A.P. $14 . 00 $ 31SO0 . 00 7. 9 Ea Catch bas ns $350 . 00 $_ 3. 15 , 00 B. 50 C.Y. Extra depth bedding $ 9 .00 $ 450 . 011 9. L.S. Rip-rap rock protection at end of 24" C.A.P. s300 , 00 $_ �00 �` Proposal - Page 2 l ITEM QUANTITY WIT DESCRIPTION UNIT PRICE TOTAL STORM SESJER - continued: 10. L.S. Rip-rap rock protection for 2 swales at the enO of Riverwood Lane $ 300.00 $ 300, 0 TOTAL. STORM SEWER $ 2 S ,4 33. S SANITARY SEWER: 1. 12 Ea Sanitary sewer manholes , incl. 1 over existing storm line $ 1000'_00 $, _ 000. 0 2. 2,100 L.F. 8" C.S.P. , incl. wyes $ 15 . 40 $ 32 , 340, q 3. 1,898 L.F. 6" C.S.P. $� 14 . 50 $ 27, 521 . 0 4. 50 C.Y. Extra depth bedding $_ 9. 00 $ .450. 0 TOTAL SANITARY SEWER $72 . 311 . 0 WATER SYSTEM: 1. L.S. Water system, complete in plr-ce, in accordance with Tigard Water District plana and requirements $ 37 ,140, 00 $37 . 140 . 0( TOTAL WATER SYSTEM $ 371140. 0 sot ASD TOTAL ALL ITEMS $ 257i767. � ` � c CProposal - Page 3 �" a ( TOTAL AMOU\'T BID (Subject to correction if error in extension or addition) _Two Hundred Fifty Seven Thousand Seven Hundred Sixty Seven and 90/100 ($ 257 ,767 .90 TUALATIN DEVELOPMENT COMPANY RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS. Contractor will begin work within . 10 _ calendar. days after execution of contract. Time in calendar days to complete work after execution of contract 150 Days* This will be given consideration in awarding c f contrac c. * Allowance for winter weather conditions The undersigned understands that any quantities stated or implied In the plans or e?sewhere are approximate only, and are subject to in- crease or decrease, and hereby proposes to perform all quantities of Cwork as either increased or decreased in accordance with the provisions of the Specifications at the unit price bid in the proposed schedule. The undersigned hereby declares that he has visited the site and has carefully examined all agreements relating to the work covered by the above bid. Contractor will . tate if operating as an Individual , a Co-Partner- ship or Corporation. If a Co-Partnership, give name and initials of all Co-Partners, or, if a Corporation, where incorporated Hayden Island, Inc. dba Island Construction £, Engineeriny,_ Co. Date: _ L 1- 30- 431 Contractor. Island Construction Engineer. Contractor Licensed in State of Signature jd l—` N''A"" Y Oregon _- _ Address 1.2200 N. JaitQ Ave . , Suite 440 . Portland, Oregon 971.1.7 License Number 1387 _ __ Telephone 299-1136 �C�lUFo OF . GC C Plorband Genera, Electrec Gxnpany r�,c'r C Date 10-8-81 Gentlemen: Re- _ Copper Creek - Stage P Attached is our proposal for providing underground electric service to the above noted subdivision. Our preliminary investigations suggest that this proposal is compatible with existing and/or proposed project and iitili,-y construction: however, if there are any conflicts with -•aur existing or proposed installation, please contact me at your convenience in order that the plans may be modified. Vary truly yours, Bob Newman Estimator Job No. ;619 Cop'.es to: 1 Tigard Water District - 639-1554 9841 S.'4. Commercial Street, Tigard, OR 97223 Attn: Robert Sante- 1 City of Tigard - 639-4171 City Engineer, 12420 S.W. Main Street, Tigard, OR 97223 City of Tualatin - 638-6521 City Engineer, 18880 S.W. Martinazzi Ave. Tualatin, OR 97062 Attn: Nike Mchillip 1 City of Sherwood - 625-5522 90 N.W. Park Avenue, Sherwood, OR 97140 2 City of Newberg - 538-9421 City Engineer, 414 r. First St. , Newberg, OR 97132 Attn: Bob Sanders 2 Yamhill County - 472-9371 Road pepartment, Cowtty Courthouse, AcMinnville, OR 97128 3 Marion County - 588-5036 Marion County Department of Public Works, Salem, OR 97301. Attn: Georpe Grove Clackamas County - 655-8521 Clackamas Country Engineer Dept, 902 Abernathy Rd, Oregon City, OR 97045 Attn: Pat 2 Wilsonville - 682-1011 Larry Blanchard, P.O. Box 220, Wilsonville OR 97070 2 State Highway - 653-3099 Right of Way, Box 02157, Portland, OR 97202 Attn: led Infos 2 Northwest Natural Cas - 226-4211 123 N.W. Flnnders St. , Portland, OR 97259 Attn: 17. W. Mills 2 City of Dundee - 538-3922 Box 201, Dundee, OR 97115 Western Division--14655 SW Old Scholls Ferry Road--Beaverton, Oregon 97007-643-5454 CITY OF `T'IGARD P.O. Box 23397 12420 S.W. Main Tigard,Oregon 97223 Re : C � �r l� G t� Lear Enclosed, please find the Compliance Agreement and Performance Bond For said project. After signavire thereof by the principal(s) and notary and, in rhe case of the bond form, by the surer_y, please return both documents for final processing. After City execution and acknowledgment, a copy will be transmitted to yo>>, for your Lite, by the Cite Recorder. Subsequently, thereafter, the approved public improvement construction plans can he issued upon r .pt of .a- Check, in favor of. the City of Tigard, Oregon, in the sum of $ L ; being th. said afire^,nent (therein stated) dapo,sit/fee(s) . 04 '� Yours truly, C. John S. Hagman Supt. Engr. Division JSH:pjr I ,� v el MEMO ialatio Development Cc , Inc. Date e.�..,-d^ ='Z! �n--5-,. t� Job -- — Signed ,—_-- t, WYOFTW�RD ----_._...---i24MIW NUiN ro W)m»7r+ GmnnN"-"3 rH AA a111 - ESTI?AAT? SHEET FUNCTION NO,' O _ JOB NO. 5C0 I C/ ' SECTION 8-40-203 FUNCTION NO,- FOR Er�(f COPY _ Sr/��dL�J EST. LABOR (IN MANHOURS) E `-N 7G�IJ/9 �F ��7 -�� - - INSTALLING o f Nsr v,� C��/(J �T7L._ ��S REMOVAL CONNECTION DATE ------. STOREROOM NO. TRANSF, _ REQUESTED BY DISTRICT r/ D TOTAL IOC. FUNCTION Cl ACCOUNT STORES CODE NO. ACTUAL MATERIAL TO BE INSTALLED ESTIM — QUANTITY CUANTITY ESTIMATED COST 00o r•Qss.vsF' u�i� ---T-- tz -- — 0 Fse ��— L•�-T, ALI &rs z5". - - - -- RD - F70rE -=-d tAJAZL�- � c.� /±t.,_ — Joe cosy ����1" �—�G�Cr MATERIAL S O ES Eft/. LABOR TRACING NO. • -_ ��► / Alr _ _ CIRCUIT ,'/I� CMECK_ITEMS REO_U_IRED IER_MIT APPl1Ep FOR 1TOTAl ___ O K. FOR RECORDS INITIAL GATE CUSTOMER SHUT DOWN NOTIFIED P►L TO TRANS. LINE E►T0 -- —L-- . _ OyERMEAD- PORTAeIE 9Ue, NOTIFIED TELCO TO TRANS. OFFICE EASEMENT REOUIRED _ INSURANCE /LTO TRANS.1 REMOVE POLES TOTAL STAKE HOLES TELCO r0 TRANS.A REMOVE DIST.ENOR. -- TRIM TREES ON MIS lOe 1 LESS SALVAGE / _ i POLES rOPIED -- UF7I POLES REMOVED BILLING JOB JOB COSI ESTIMATED BY ` ��/jJ/y DATE C ��J_ WORK STARTED BY __ __— DATE ESTIMATE SHEET FUNCTION NO._a800 JOB NO. _ -MOM1)���Q _ SECTION NO. N•+u:u: FUNCTION NO. FOR - __. COPY -- ���ji e$ldeniLalZStomer�Reesponsibility Sheet —_ I EST. LABOR (IN MANHOURS) _ INSTALL E —__Reference Jab No._�__ — ___-- _-- -----___-- CONNECTION DATE I TRA_NSF. STOREROOM NO. REOUESTEO B!Y J - DISTRICT �/-- I -TOTAL iuC. FUNCTION Cl ACCOUNT STORES COLIC• NO ACTUAI MATERIAL TO BE INSTALLED ESnMATED ESTIMATED COSTA _ QUANTITY OUANTITY 3 D —d l Lk I[ench�_. -- - -- r. �Y_ ch ft. 2 ' CmLl —. Se-condarlt_Irench D._' __- --_ HAnd _ a.Lllt��s.�atio - j)19gil191 4" tl'nUS Crush,ARQck cu. Vd. __-- _-- !1dcu. yd. ack top ft. J _ Qad Road Crossin A! g&lr ft. _ r ssin Road Bore ft, in. ft. in. _ ft. in. _ /ZMi �r nuLq hed Rock cu. d. - -- — - _in. PV(_OB Duct Ft. --- - in. PV •DB Duct Ft. _ in, PVC—DB Duct Ft. Black To sq.ft. -_ _ — _aLOpening Permit Street Trern:h Light Base Exrovation Hand Di in Sodding/Restoration Stubs - - -- NOTES- _ToC_Q_I��--Yes. _ N0-C3 Per e_,.._awl ,5_.t_0__ -- -10-8,-COST FQ E52-Instal l_7414 -Yep CL _N4�1 ----- --- -�.—__ MATERIAL - _7 PPDE to Provide Trench and Biil Customer,or STORES Ex P. 4 gomer tQ_Pr_o lyj ejrencher Attached Letter LABOR —mated ' rrs i TRACING NO, CIRCUITI TOTAL -tel L k _ CHECK ITEMS REQUIRED_Y PERMIT_APPFIED FOR _ --_ _ 0.K. FOR RECORDS INITIAL DATE CUSTOMER SHUT DOWN_ NOTIFIED PPI TO TRANS. LINE DE_Pt. _-__OVERHEAD _ PORTABLE SUB. - NOTIFIED TELCO TO TRANS. JFFIr,E INSURANCE v EASEMENT REOUIREO PPL TO TRANS.6 REMOVE POLES t AtSTAKE HOLES TELCO TO TRANS.B REMOVEDIST.ENGR. S SALVAGE- TRIM TREES ON THIS JOB POLES TOPPED POLES REMOVED BILLING JOB [] JOB COST BT ��y��/t-- DATE �-�ZZ— WORK STARTED BY - DATE [ESTI ROVED BY WORK COMPLETED By DATE Uf Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 ' June 19, 1981 CITY o►naaeo } Oregon State Department of Environmental Quality JUN 2 4 P .O. Box 1760 Porcland , Oregon 97207 Gentlemen : SUBJECT: C.OPPEM CREEK; STACIE 2 Enclosed please °ind two copies of the plans for the sanitary sewers _o be installed in the above-referenced project . Please review and return all copies to the Unified Sewerage Agency of Washington County , 150 North First Avenue , Hillsboro , Oregon . We would appreciate your approval or. ,hese plans as soon as possible . Sincerely , Terry Chamberlin Design Enginear jb Enclosures cc : Engineer (City of Tilr,ar3) l PLANT Durham BASIN Cast 72-16 I I ENGINEERS SURVEYORS PLANNERS 110 E. 17TH ST. VANCOUVER, WA 98663 WASHINGTON OREGON PH. (208) 896.3411 (503) 289.8728 TRANSMITTAL LETTER TO: City of Tigard . JOB: 10,486 Engineering Dept. DATE: 6-16-81 SUBJECT: Copper_Creek -S tage 2 ATTN: John Hagman Description of Enclosed: 9 sets of Improvement Plans and 1 Preliminary Cost Estimate for Subject Site. Message: Submitted for your review . MACKAY & SPOSITO, Civil Engineers, Inc. BY. Don Moe rC Tualatin Dev. Co. /John Adams Li X — — -- - TRANSVERSE EXPANSION JOINTS EXP 1/2"PRE- ULDED EXPANSION I TO BE PROVIDED AT EACH POINT OF 48" MAX JOINT- JOINT FI LER TANGENCY OF THE CURB 8 AT OTHER 12" 12" e. LOCATIONS AS REGUIRED TO LIMIT THE / P SPACING TO A MAXIMUM OF 20 FT. ca 2"- - - - - 2"r 6" , 6' I APRON SLOPE SID A .�; g�0�', %'� 2 MATERIAL TO BE PRE- MOLDED NON17-1 - +^ EXTRUDED MATERIAL WITH A MINIMUM _ 4,o THICKNESS OF 1/2" . 3' h�-3•—►i �.� TRANSVERSE CONTRACTION JOINT 44" I SPACING TO BE NOT MORE THAN 10 FT A I 2. DEPTH OF THE JOINT SHALL. BE AT __� —see note number 4 � CURB LEAST ONE FOURTH OF THE CROSS - -_-: _--- --z-- - ��� -�_-L-�'- SECTIONAL AREA . STREET y FACE OF CURB '-_ h4 , a •,` �\ f FACE Of CURB A CONCRETE BREAKING STREP 'TH 774 ` — 1 , L TO BE 3000 P. S. I. AFTER 28 DAYS . a o ,,. 26 _.Z "�TREEfi- APRON SLOPE = 0.0729 �;;��%�,�\• � ,1\,, ( `-� ,,_ l --- ---- ---- -- F2"-TOP OF CURB EL. �. " „-- NOTES : SECT;ON A-A 6 6 1"_ 2DIMENSIONS (ft.) 3/4"r I. POST SHALL BE SET IN CONCRETE t 26"DEEP,• 2 LUMFIER IS TO BE STANDARD OR BETTER GRADE. X 10 12 1 14 16 18 20 EDGE UTILIZE CEDAR OR PRESSURE TREATED.MATERIALS -1--- �� 3. HFIGHT SHOWN IS U.S.POSTAi. SERVICE SPEC. NOTE: CONCRETE SHALL HAVE A M!IJ. BREAKING STRENGTH OF 3000 4, FACT OF BOX TO BE FLUSH '�uiTH,-•$j� Of CU V• 0'• 5• MAX. OF 4 MAILBOXES EVENLY SPACED IN PSI AFTER 28 DAYS. t h 0 a d'• EACH CLUSTER. to �: TYPICAL MA& 50X CL USTf R R4 S/DENT/AL / (/1. 6'i/AY . . �Orawin No. 7/ - ,4 - 2/ �,�.ee a - ,drawing NO 75 -,4 - Z4 4 9 0 .• ' ' a D 0 4. 4 0' ', �p 4404 •4 A '4 :4•• - 40 d Q O 4 . A a . 0 jo a e . 9 4. 444 wlLOT R- L 06OT R CURB 9•• \ ' I �r b•-0" SIDEWALK S TA IVDA RD CUITO GRADE TO MATCH SIDEWALK SLOPE. 2'-6" UT141TY STRIP 1Dr6win9 No. 7/- A - ,?0/ \ 9 I \ IO'-d' RAIUS I \\ CONCRETE 'SIDEWALK \`P R.C. RRC. 6'RADIUS --- - �- -6 'RADIUS _4T � --- I \ - 5. 0.. - P. T. \ 56-0 of �---� ;�--� �--- I 0'- " 2=6" 5'-0" \ MAILBOX ICLUSTER L I I $-0 --� �_ - c� �:- •..o.:�,:v1�- o' :�.•,�r- t� - �Vf � ---- RI- I GI/2"MAX / STREE ' ��� 32•-O" �' i A E! �.,^._ .�. „ 1 (E4JAL SPACING r- 90 GRADE TO MATCH -3/4"-0" CRUSHED ROCK LEVELING 0'-6" _ SIDEWALK SLOPE. 6'� 0'- .I" COURSE AG SOIL CONDITIONS REQUIRE 18-0 16- 0" (•�- 01_2" Ca Ad7_Al IO" 1. CLUSTER SPACED ALONE ROADWAY PREFERABLE �� I• I I• WITH 4 130XS TO A CLUSTER, ALTERNATELY SIDEWALK SLOPE 0. 0208 GRL�ci�.C� _ _ _ (f 6=C+" RAMP SLOPE 0. 0 917 �C/ L E WHEELCf-lA/F-� I i �I I ---I i _ — I I PLACED ON EACH SIDE OF THE STRE ET. i CONCRETE BREAKING STRENGTH TO R ^ I I I I 14'-0" - I 14'-0" -- t1 BE 3000 P.S.1• AFTER 28 DAYS ° " A M I 1 � 1 1 I I_ / � -- TYPICAL MAS L SOX CL tlS TER L OCA Ti0/V 1�1"c�'w/n9 No. 74 - A - 235 1) 5/8"XIO"Golvoni:e Sq. Head Machine Bolts With Washers. 2 Bolts Per. Roil Per Post. 0'4" Orcrwinq No 75 - A - Z43 1 2)4"X 6" Post-Treated And Painted White 3) 2"X e" cross Ral11s—Rails To Be Pointed Block With White 41letlecton:ed Stripe, NOTE BEGI N SLOPE AT CURB ; RISE 1/4" PER FOOT TOWARD PROPERTY LINE EXPANSION JOINT MAX SPACING - 40' OR AT ALL CHANGES IN SECTION CONC BREAKING STRENGTH TO BE 8� 3000 P $. I. AFTER 28 DAYS %5 TREET 5ARR /CA ,DE' I - -- -- —�. ---�--- 5' 3' 411 2" Drawing No. 7J-A - ?40 Property Line--N- I -f slope = 0.02083 t Utility Strip Top Of Curb Elev. Concrete Sidewalk �i/i��Liii -�� r� 3/4"-0Crushed Rock. Leveling Course As Soils Conditions Require MINARY Face Of " Curb -� --�L STANDARD CONCRETE 51DEWALK _ Not 110- r �_onstrucho n Drawing No. 7/ - A - 050 Pt-Vis/ONS, fiEVISIONS - O E T A I' L S H E E T /O,'J4�86 Designed Under The Date - Supervision 01 Vile 5�avs� aQe u ,� Scale __ ___-_ - - -- COPIPER CREEK STAGE 2 sheer -- _.- �_-- � FNGIN6EC7S SURVEYORS PLANNERS Drawn By. -or/4t RICFIAAO SPOSITO- •vi o � �y T F-I ST. V'sk r\I r- o u V I: R + w,4 - -- - T 1 0 A R 0 ORE 4 O N Rcgislered Civil Engineer No 9280 Checked By 7 'I _ It N 1'^7 " e ' • S'^'."!An NMrM. 'M! 'Yrw* _ '..y�,. Vr�1 ... .............._._.... • .... _._. _....__ ._. - -,.-.._ .c. _ --. -.... - ....._ .. ., :� id N..,J•' b••.;• MMV'.:,, '7: - -h. 0 2 • 11 ' 1 I I I' 1 1 I 1 1tFll til YI1� 1+1 Ifl 111 1 1 I l l' I �I ( 111 11 11 )(111ll IIII111 IIlI(ji 111 1I( tl) III tit 111 111 111 III 111 111 III 111 r11 1I1 111 111 III 1�1 111 "' �� 1► s 2 3 4 5 6 7 8 9 10 11 I� NOTE: IF THIS IS MICROFILMED DRAWINC IS LESS CLEAR THAN THIS NOTICfi•r•ZT IS DILE TO ,I* QUALITY OF THE ORIGINAL s RAWING. OE 62 8Z LfZ 9Z S2 b1Z EZ ZZ IZ OZ 61 81 L`I 91 SI 4`1 CI ZI II !" 6 � O L 9 S J� ti� E •,,r-� � 11ll�lllllunlW1111fII1n111u11I1ultul�,LIIIIINIIIItil11u1t1uluH�In+leat�ul11i11nullnl�etultltlllluinll�lih'i'11111ltf�ttlt�llll�Nitlft11111t11tM1�[11111fN�liIIIII11�I111I11N�tIt1�111i11�1t1�II1111111`IIIIIIIII�II11111U�N8111:1111U�1111�1I11111)I(l�1IItIWlI11H 24 1 JUNE 9 92 ... :. loy �. ......_. .____ -....... ..._.-- _.__. -'�"..^ ••,,�,irRm_ •-moi.....,......•.-;•.tq�....._-.. ...-. ---•�n...a...- ...__ .. �•-.__ -----•.•�..►,.._,,.,..... .,,,A..,t„► ,. . _ .. ''" - - C EIV ERA L ND TES zs - — --- C O R,t3 DATA / .4// h/orkman ship And Mater/a/s Shall 8e /n Accordance W/M The Standard Specifications D{ Inc ()f Oreclon Chapter A.PW A And The (,7//? of Tigarc>! Q a 40'00'00' ® 4 /8600'00'R'133' © 6eorinq01'50'001 6earm s(?9'00,00"NoQ searinq 1V99"6o'o0'r [ 4/.78' T•P1.07' ------ --s� S D.0194 1`—_--'"I I � - ----- — - � Z. ?i/oe T ,8a' /n,5 fcr/led /n Arca T ,9.c P�ve�' S�// 4c 8ack{i//ed As Shown On ,Data/'/ Sheet. Q Ocarinq Nag°5o'o0E /3 ,8egr;nq � s/1'�0'00"h/ � o/B•oo'aD" ,?/�7' Q e'90°00'00" � Z9� -- - — -- - �� C /9.90 1 5Z.4G' r?6.45' L !� /'Class ',.7 Asnhallla Concrete ,Overby) �\ .3 Con�ovr,5 Shown Are Ex/61inq 45 55' T 89 c Hetet J 7,S•00'OG" 153' r O � /74 /o' T/D?05 ie 4'qo 00'00 K?B ® Bearinq•.Nao /0'on'N �j a 57'.�'/o" R?B c'" 3/4"-O" Crushed A)01I C'ravel �. City 6fanclard ,61'0y,IeINI �ee%haiT /Vamps 1fegvire:' 141 All lnle'r.5ec11ons. P/ace Ramps To .Avoid ['43 9a' ' ��8' [ C0G. rg' G 4?81 r?0 as 8" P" o" Cru:,hcd /Poc,F�Crovr'l Conflict hllth \Sforrn ln/c/,5 Cj 6earinq 515010'00E s' 6earinq N7?'00o"N ® 4.740014" fff 0 6ear,nq 574.50'00,✓ L 50.14' L -13' 136.?5' rZ/17' L 5/7' TyP/CAL STREET Cf0OSO SITTION 5. Two (2) iUPr�pho/es /n orb Per /of /Pequir&d> lfal'n Oral'ns Shall Meet Aleepho/es In curbs As Provided or O e 90.00'00' R ?B' e /a•co'oo .P'�oEs�' 0 a 74.10'24'" ,P/37 ® e'7.5•00'00 ,?89 -- _ OrMnline Fbodlfies Musf be Provided /59 The aeveloper/,Developers 5179/r,eer 76 The Saflsfacl`/on Uf The 61 . C 4396' rte' z /uVee' r X$1,99' L'/77(.4' T/03,79' 1•/09.65' 763.69' U 6e�rinq 574*,5000'N 0 a/B°00"G0" R " oeannq' N0010' 0"w Aearinq• 8007000Ew. s>andard R"sidcnflal OrivewQ� Aprons Ra' wed e 5. si r 4?,6 r " L B3.5B 9/' ,R� 18earinq X57? 1000"E- _ IG /,5'00'00' R'//7' C ® d M A?'34" ?/67' ' 7. Al/ Sani fary Sewer 11/or�manshlp .9nd Malerio/s Sha,l Be,8e //� ,4ccord�;rnee f1/i•><fi The St�nddrds And p 4/aa 0000"1,/0' \peCificafi'ons Of The 0nilried `,eWerage Agency And The Orly of 71-90rd. L /53./5 7'89.78' L JV4942' L 4999' 746/?' — R, c , ryewer 1pe �Ibl � Q dearung ' ?-317' ® Dearing 9/'024"W ftr;nq / V00'000W 43.29'8PrcCO'�t ConcrclE 70! / 9.5 59'A• ST1tiC l4, Ckss 2 8e// Spi ofu ��OSes. o G- 74'10'?4" e.137' ®4 9°24'1?" 283' ro' �' /7' 9. Sf orm Scwcr Pipc 6hall Be- Corroq cy led Alun)invm , , � Q /s•,�2',54" Ql.�s' C'� e •00.52'34"X13 ' .�. 5.�' -� /Iellcal /!o C�uage ,�Q' S�,re, wens . 1 /773(0 i /03 5� 1.41.,5/' T•?o. 79' G 96.45' 7/8.55 L 7/1v7' T 34.73 /0. nIa f ei' ,.5 s fe,n P/an Tv fie Provided 8 T, ar c (r J.74010'94" f 28' �� Oeonr q'N7?'10'00"W © Bearinq N/0•l0'00'W �j 6ear; N3/'0234W ,s'o 07 0 _ �` I y y 9 d i1/afer 01510* f, ,Dimension f%'orn Sang or Sever S6v l 'x1 -" I y C 3(P.15' r 2//7' L 194 0/ L /J/99' C /37(0(0 ` Than /D. . ham}. Crr�a,.^r O 6earIng 5070'002:' ?? G 90'00'00•' P Z8' � a'75°00'00" R 167 � Q 13',?e 44" e/G7' /l All Sane>ar ser/er Ser vlce Laterals Shall Extend one (/) Lenq fh 10,10 Each Lot has r` The Frond [ &G,.z,5 1 43.913' T ZB C Z/B.GO' T/28./4' 1 39.29' r/9.73' el,753 C"A.;pha/tic ConcretC Over/ay� \ y P"e/ass '6-11"Asphaltic Concrete I Lo/ Line L'tilily �:asem&nl Area'. 6'r SP Minirnt)m ,5er/er Serv1,0c Lat(frol Slrc. CfTE 'T tis IC Z" 4/4"-O" Crushed rock f gra vel /�.� h \G�/ P�kA�. 'DEQ A @tJ4 l x; 8" 2"-a" Crushed ,Pock/C,ravel /2 �: rce, li9hIs T Be Installed sy rt��ve/aper /n Accordance lV/'fh City Approved PCf. Co. Layout @ y KUbT MtovtbE Aaatt"AUC 191 VERW0JD L,4N _ C30,3S .SECT/ON /5 51c v, Denotes Mmimum lain/sh Floor f/evdlion For 6ani>c y ' Sewer Service 7b- Lots 26 -,33 d���G� SOILS (r.10 � °RT -M 14 ����� !►�eaQ Iwb*MI4K*rt0u oar Sta io/� O*DO Tv /t6796 (c"R. Cf) `.r/ s��� �,CM1�. �R+r.�P � ���oECJT �S A M� 5141►' � �+c �� NOTE 2" int tial /if>i �IJS / " lift overlay within Oris Sear of/oreliminar�,� aeeepfance by fhc C'ify of T'gard. /5, y4�>IV, SeW, S Yam T. v, /,t>s 'C>''i40Af M14A TiM',IyES JrE"A ro.@T T 2 o \oto ti ,o 1 zSc��74— _ 1 ElrmYe Swale 75 c4rale ,5P 7 MN and Rip Rap /b �`/ws-avec r��.S,4OQ S���) a� jE P*ov;,ate, •C'lrY Y,Q' �w��°.� �.c.� I S.W. 8onifd �d _ _ _ _ _ San. ti1N /2C�4t93 _T 3 3 32 °` w j 8'sfuhouf s'Eos� �. 31 30 ase' C /50£ ?9 I , /55 I /53- 23 /34. 1, y 22 J Rv ° e l\ 14 / f \V � �� _' �V y1� � � � �i � � ! � '\x 20 ` 1�."a Jr,-- `'�A / � /^ � ''22`.r'.°'— �•OC•E �,P �dP " \IC �. "J a V I�'/N I T y AMP ♦ 34 `l `l \ '� v 9 �n /V � ♦ +� / '24--,4 ,l it ?, ( ---- - -----_— � � � �\ ! �au.� -a,3�S• �a `ti �i � ` S Dorh m �, B fq �I c, ` o a M ` �' /47� { 11/07 TO SCAB E � F � \ `� iI/ cx �Pocr� . -a „o• o e .b a �.�fr.. `,�� v' C c k a':7 r y ,C � I � �' n N •�$ cu O � v �--s.�JYf�aisrr.�• � l\ �\ �� � 35 � /4Z. __ 91 l tic 0 �r 36 •- � c Ev 1 -kv ti R ��. U I „� '� oo —� -c �� \c(` ��3 '\, G, � ' �� { �„ 5 � ♦ I�A ` 25r 37 `� \� " ,r ��a4' o �: �_ _ \ bx \h \�+� P' 0 Q� 'sem G L �? 20 \� � ."'�`' (y •>- s '�' � w /,,b 3r�3 /�2 u �1,� ' " or '� � � � d,5 x \ x �� / b � � � > 38 , 9i " n 3 9 •r_ W � •� ,y9.� �,;Z� � ;/ � � U_w 40 \ A �Id o S' {\ I - 4, / r tom. � •-� •- o ,� W a � ►� �` s. � � � � � a 1 0 �.�/ `�./ �, ��� � �,___-- --6 ; ` 19 / \. 40 -, Z - V W p ~ v \ v ae " 0 \ 5 �`� v \ ' j p' 'ice �r•F / F`1 cS� s hr FILE COPY -+ � N,4 /dol Gcs tai '�= I •�,`? � \ r / �, ALL SP ACEI ST BE ENDORSED 44 va °� �� r / If3 PRIOR TO APPR / L Cir THESE PLANS �t xr 52 a Vi No/ie / Ltd s f - 4 5I 51 50 f 25.3(0 \. c, �'`s • �x � 1 S c IQ 5f9q' °I� -.,r v > jSC�P [ :O T !9 7 / P !_IC WORKS Di_PT. EiY BB4� 45 53 47� 48 49 T�i55 `- - - - -- DATE -- 471, i . / _ ten, f 14,1$1% �} 46` S \�( , - � J �Ot� o S'� DEPT. Gl' - - -_ D4T=_ a x �� I e, 8g °D ' crc d, h l \ e � i I �� ^ R.� �.C•l I %-7,61 �I o ,1�� d �. � . \ �`' ,s e' y.r _. '�_ ell / /3 LL 5' � �, � a ��!' �� ¢Ct 4 �► S�T'+�ed } ��@� t .o � .p. � � � ?96 rf��, � �QU P, ' 41 v �' yidm ( T 8¢ Q� �D / h O , ifw OG}7�� S, COUNTY H Lr!-I DSPT. ii Y. •,o:;eo, i/w a- �"' P �C.I BB ,, V I ot2�.°J 3�S tJ yf rb. �, -.__a v 0 ^ �\� Q ,l ?Yo •,•����.� L; s �`�,,. C - .__-- �1 , I ' /V I7 �l DATc._ !of 114r, 4� j O 4 V1 Ph 11`100 h1 �? `�' �. N �• �� /9 tq �sL�/� e �a(P� CITY ADMI`I'STR TOR -- - ~ - - - DA'= - -' o S a D 1 I ® q k M h� /� �� �' �!G� TIGARD `.v,..rsR DIST. Ely--*-__ i • y N �i a \9 ^,"� h� ^ �r� ' h n /, 9 4 9i ti �Q C; Ij DAT=-_&-7-_0 ;< <: / % y �� 4• h1 � O ^ ^ ;u h Ct \S /�� � \ �+ r V � \ �.1x9L !9> rid I� GENERAL TcLF:PHONE BY-- ,917 Y._— _ 9 1 °� C, nr �\I h O `' \ I S \ �� �� \ / i `!�/✓ii2 O 93 ee ... U r A B( 7 - LI ( •Z3 N � � � � �' � ti ti � x � ti � • '� /t • 8 'ti V1 �. �l x n � P. s S , ,s �v ¢ ;67J \ ''v p •e�4 V Q \� ` \ ` �l \ \� o �r/Vp ��9 '" / �f' N. W. NATURAL GAS 711 -J 9 cti g N 11. P Qt' B b 16 `?✓r / F3Y---- v '/ -- �5, \ a: �4I �' /� 1\' 0 /, c-i� 7�� 7 P. G. E. Fe �' \ S.F' C.353' _-,� \ ,�/. , � �C/l3 J/oma i`'rr'i V � l 1.�, 97 . DY. DA 1'E � �� -- I _ � a. \ Thr/S G7 '''r ',L�?"ti's � V� .,�G / T. R. F. D. SY__ __ �--•—- DATE-4 !i 7 LL 42 ti D• lC 8�12 �{.-. S�` �_ -.. -- - - — 't-- a' �s �� s 9`�B �y a m/ Y1 1 ori > �.ofs .?,�? � sB� / / •V (../ `'I !J.- �53� iMH#r 12 13 # 2 3 ",10 2s+� o _ T o r ,�s Oar �/ Cnnsfrucf MN l Over Exisfln At /0 S0171 Server L1ne. 0 T� - 9 3 cS/o �1y - . o�� /.crs G �f\. �i! 1 0 9 h f is a _ AL 6 d s t �onncct Sta. 1/109 Mars e �' ase P/ons fed i7 �I' ¢ C. /77/d 1 1 C �� \� P, 4 ` , �l ``,`\ �V �v 0 0 ' \� c. • / O� �,�7 V I /.� VS /Odog. 15 + �.. . K f/7iS Y!h90 'n N ,1/630 /64J 1 O l I /7' v b N H v 7� rcp�gG �I er �C1I7U4rfJ 1,979. Po Pf [r: q,' 4.90 w �: �. M a \9 ti Y of> '��s ' o rVic ed , I �,r ,?/e [/ D<45 ?5 ?5 ro./99. ?9- x W-.", r.� m 5 ^ ^ )y U w 1 `I To S qi • ` 1 ,.s- Q"S6 h1 AMvIdai 0 T.o 198./ 9 s ` ) �� E�1/ 7�40.071Mbrx l/wsc IS>� I\ �' wo � �( 1 - - ESP U 14007 �4/�C$1n.) �' TC%�S.BIo `� C`� � `' '� W -� _ h• Q P�V L� 43 rc 19852 ocL/7,160.08 West) �' I I �• 17, - \r rc 194 9.2 \ a a , / 1 � I. I. � �- ,/s, � �-+ -�' � � o � �� Connect ln" Servlcc Latera/a ,_. S� /�'_�� �o, /5 �' /Z����n; T RACT, .A Cnmrnota Open Space �5' �� b / Marx c Chase Pbns rated January /979 -_ -'"`_�._ . - - ------ ---- .._� Wit'-- ------ tiff �' •,�\ . otoo SW Wv derml,4ve 4 5 6 8 9 10 f o''ov Tdcf 5rwnolc q) ---- -- - -- -, 7 re../37/0 41 ? _�,. re, /.s& 10 of 14 V n h �•' .. h ti �q � :, d � � .ti/•. �OnnCe� catch 4gosinsg "/ --— �. --- -- / h .� v v M 9 T Exiafincl Sldrm w <SE i5 A NA I I c I I OWNER/0EVLOPER \ �,��► i' l --- _ _ / Tvalolln ,Oevelo rnenf Co. Inc. 1 -- - -- --d 15300 S. W. //6 h Avcnoe t, r' f � � \\� ) ��� ,1� 'i yard, Oregon 97223 ---- --.._ :. _ , I t� ('503) G�39 310/ �'NC/NEEfi� SUR�/E YOR • Abe Ko. f S osita lnc. S' F ll0 E. 171h 6f. Not For Construction van louver, NO 98&6,3 REVISIONS REVISIONS — / ('503, .2'6 9 �7?(0 UeSuped Under The QQGL� Date ��/ / �/-- - ___ Supervision 01 /� � R p Job Number `y - --• I M P O V E M E N T L A N S Scale _ / 7.5' / 8Cc so'y' � /'• r, COPPER CREEK : STAGE 2 0)4 _ -- ------- � F.!v(:INiFER9 t3UR�/EYCIRB PLANNECiL"i _ RICFIARD SP051T0 Drawn By!`7V o Sheet Registered Civil Enyinee, Nc. B2B0 ° O E 17 _R 1.4 S T. V A N C U LJ V P_ *4 � WA — --_ COPPER CP.EEF: Nin ;,� - y .GM —_ _ ----- Chocked H - ____ I A P D O R E G O N 6 OF' 1 1. w t 11i�1 1 ilr�tl� Ali ; i.i t� i�'i int t( t�1 Int ��t alt ilt al alp 11 Ili rlr 1 11rll ail ill tlt Ili Ili Ili il� Ali 111 11r X11 1Ji tli rli rl� iiI Ili it 1111 i1r 1. 2 3 4 5 8 7 8 9 _ _ _ 10_ 11 12 W)TE: IF THIS MICROFILMED _ DRAWING IS LESS CLEAR THAN THIS NOTICGS-'IT IS DUE TO THE QUALTTY OF THE ORIGINAL DRAWING. 4E dZ 92 le ge SZ 12 C2 Z2 IZ 02 of of 41 91 of 1yl C1 91 11 01 d 9 L 9 S t- E Z r I�ttluiilrrnlunlirnllrrrinnlr'urlul�niuut�u1111iuLiuh��ilrruh���,n1m111n11u11�1tu111ulnialnlilutrllmlln�li►!iril�ttt�4ttti�nr�kttt�tn►lilanittttitntlttubut�ultlt�tluulunlnnlwi�liuhw�ltll�'iu�u��luW►tluulttu�au1j11W1m+ _ _ J UNE 24 1992 STAFF PEPOPT FILIAL ACTION TIGARD PLANNING DIRECTOR MARCH 12, 1981 CirfOF T117ARD WASHINGTON COUNTY,OREGON DOCKET: SUBDIVISION, S 2-81 (COPPER CREEK PHASE II T.D.C.) NPO #6 APPLICANT: TUALATIN DEVELOPMENT COMPANY OWNER: SAME 15300 SW 116th Ave. Tigard, OR 97223 t,TTE LOCATION: South of Durham Road, East of Serena Ct. , at Picks Landing between Kneeland Estates and Picks Landing (Wash. ro. Tax Map 2S1 14B, Tax Lot 100) PEFERENCE; Ordinance No. 80-79 and Ordinance No. 80-80 approved 9/22/80 (attaclicl) . Subdivision, 3-80 Phase 1. STAFF 1JARRAT'I�rT-; Phase I and II we ni approved by the Planning Commission and City Council. Pha=,'r I is the 5,000 square foot lots, Phase II is for the remainder of the property except for Lot 116 which will be brought back to the Planning Commission at a later date. FINDINGS OF FACT: I 1 . The applicant is requesting Preliminary Plat approval in accordance with Section 17. 16. 100 of the Tigerd Municipal Code. 2. Property has been zoned R-7PD by action of the Planning Commission and the City Council. 3. A part of this review centers around an agreement between Kneeland Estates, Copper Creek (TDC) and the City of Tigard. This document is made a Portion Of this Staff Report Exhibit "A 4. All public servic-s are al,ailable for development to take place. CONCLUSIONARY FIVDINGS: I. Applicant has met the criteria established by the Code for this Subdivisic,n . STAFF DECISION: Staff ap roves subject to the following conditions: 1 . Special attention shall be given to that section of Copper. Creek Drive where It touches the western edge of Kneeland Estates, A serious slope problem could be created and this issue will be resolved to the satisfaction of the Public Works Director prior to the issuance of any permits. 2. All conditions placed upon this development by the City of Tigard through Previous action shall be. satisfied (reference Ordinance No. 80-79 and 80-8o) . \`- ---- 17420 S.W, MAIN P.O. BOX 23397 TIGARD, OREGON97223 PH: 639-4171 ____ STAFF REPORT FINAL ACTION/S 2-81 TIGARD PLANNING DIRECTOR Page 2 3. Sidewalks shall be installed in all cull-de-sac. 4. Any deviations from the development standards outlined in Chapter 17 of the Tigard Municipal Code shall be applie3 for in writing prior to the issuance of any permits for this project. ��ii i.rector AHvmc NOTE: Sign below to acknowledge conditions set forth for this project and return to the City of Tigard Planning Department. Failure tc, acknowledge will result in no further action on this project with regards to issuance of Building Permits or engirieezing approval. R Signature (Applicant/Property Owner) Date r CITY OF TIGARD, OREGON ORDINANCE NO. 80- J�) AN ORDINANCE ADOPTING FINDINGS WITH ;RESPECT TO AN APPLICATION FOR AN PMENDMENT TO THE 1970 ZONING M OF THE CITY OF TIGARD RND FIXING AN EFFECTIVE DATEL COPPER CREEK - STAGE II PLANNING DEPARTMENT REFERENCE INFORMATION: Tax Map 2S1 148, Tax Int 100, Project Address south of Durham Road, east of Serena Way at Pick's Landing Subdivision, File Number ZCPD 1-80, Present Zoning Designation Washington County RS-1, Zone -hanged to City of Tigard R-7PD "Single Family Residential Planned Development District, Applicant Tualatin Development _Co. , Inc. — i TIS' QTY OF TIGARD ORDAINS AS FOLLOWS: SECTIOPT 1: Finding that the lands hereinafter described are now classified as Washington County RS-1, and further findings that pursuant to procedures, the abovestated application for a zoning map amendment was presented at a public hearing held by the Tiga..d Planning Commission on September 2, 1980, All interested persons were afforded an opportunity to be heard at this public hearing and thereafter the Planning Commission filed its tvport with t'.e City Recorder, a copy hereto attached and by reference made a part of. The Council adopts the following substantive findings: A. That this application is in conformance with the R-7PD "Single Family Residential Planned Development lstrict" designation on the NPO N6 Plan which is a portion of the adopted Tigard Comprehensive Plan, and B. That the proposed zoning is compatible with the surrounding neighborhood as determined by the Tigard Planning Commission. SECTION 2: Therefore, pursuant to the requirements of Chapter 18.88 of the Tigard Municipal Code, this request for an amendment to the Zone Map of the City of Tigard is hereby approved subject to previsions of Chapter 18.20 of the Tigard Municipal Code as embodied in adopted Exhibits "A", "B", and "C" attached and made a part of this Ordinance. The zoning designation of the subject property is hereby changed to City of Tigard R-7PD "Single Family Residential Planned Development District. Exhibit "A": - Legal Description, Exhibit "B": - Tax 14ap, Exhibit "C": -• Staff Report And Further subject tc the following conditions: 1. Planning Commission to dictate specific density for Stage II. 2. . Lot 116 to be presented before the Planning Commission at a later date. ORDINANCE NO. 13. Public water service and sanitary service shall be installed to this site prior to the issuance of building permits. 14. All existing or proposed utilities shall be placed underground. Street lighting installations shall be approved by the Public Works Director. 15. No building permits shall be issued until the expiration of the twenty (20) day appeal period from the date of approval. 16. That a bike path shall be constructed connecting Pick's Landing with Cook Park. 17. That minimum front yard setback shall be 24 feet from curb to front of garage for all appropriate units in Stage Two.. SECTION 3: This ordinance shall be filed with the recording office of Washington County. This ordinance is not effective until so filed according to ORS 92.048 (4). SECTION 4: This ordinance shall be effective immediately after its passage-by the Council and approval of the Mayor. PASSED: By unanimous vote of all Council members present, this - 22nd day of September, 1980, after being read two times by number and title only. fle corder - City of and APPROVED: By the Mayor this _2„2 t— dAy of � �� , 1980. yor t of Tigard ORDINANCE No. AO- 83 ZCPD 1 -80 Page 3 O MEMORANDA TO: John Hagman FROM: Aldie Howard REFERENCE: Copper Creek Final Plat for Phase lI S 2-81 John - We need to clearly indicate that R-7 setbacks will be required at all street corners in this area to preclude building close to streets and , therefore, obstructing site. Also, make sure that a non-remonstrance agreement is a part of each deed for each lot. Thanks, 2 A v CITY OF TIdARD, OREGON DEVELOP1a.ENT PROJECT GE":ERAL INFORMATION SHEET I. PROJECT No. : II. PROJECT NAIV,: � vow.*.- .�! _____�..�___---_.__.__.,• fII. DRAWING (TITLE) : dated: IV. PLAT (TITLE) : dated: V. SITE LOCATION: VI. PRINCIPALS: (1) DEVELOPER: TV��.�Z��.- y ,Q_���1E• _ ���i-�C._._C�otLao�o�l� 15300 S.W. 11 4M AQt, AddressT\ •or�►��r._.1'7Z;'+y Phony (2) DEVELOPERS SURETY AGENCY: Address Phone No. Bend 1,40. Ex L`�to - -- T Al ( 3) ENGINEER: N�AcI�►��t SPOgl'rc hc�►_ _.- .- -----._�__ _..____ _- AddreSsVzy�teNylrrWLt �� _• Phone No.&!M! `7Z4. (4) INSPECTOR:__ Phone No. ______-• --` (5) PRIME CONTRACTOR: Add res s _ Phone No. (f:) CCNIRACTORS SUAFTY AGENCY : Addi esg ._... . ....._._� Phcne No._. ._ Bond No.,-__ _-______--_, Exp. Date _/_/—_,• (7) SUB-CONTRACTOPS : MELIMINARY COST ESTIMATE; acZa� $�odite COPPER CREEK STAGE, II •� �• -• -• • •��••• • 110 F 17TH •T. VANCOUVER.WA ITEM QUAN'fI91Yr UNIT DESCRIPTION v i ^_ UNl.T PRICETOTAL �r STRUTWORK: 1 . L.S. Clearing-grubbing, stripping fill areas i ,000.00 11 . 71(1 C.Y. Rough grading R oxcavation fi ; . 00 S 38. 1 '10.00 j . 75,3(1(1 Subgrade preparation for, streets $ .05 $ 3,705.00 1 . 7 5.3()05 .f . 8" of 2" minus ruck base Cuurse .112 31 .626.00 . 75,300 S.F . 2" of 3/11" minus rock leveling Course S I0 S 12 .0118.00 6. 75.300 8 .1'. 2" C I.ass "A/C" asphalt Concrete paving $ . �O ti 112 . 16 8.00 7. 75,300 S .}' . 1" Class "C" asphalt concrete paving S 14,(1 s 30I, 12O.U0 S. IN C.Y. Impar ted subgvade stabilizatfon rock S 11 .00 $ 1. .20U.no 9. 1f, } a Standard mailbox c luster.s fi 300.0(.) $ 1-1 ,8Ul).00 -:1 ,O,c, TOTAL 1,MUTWORK I fir),857.on CONCRETL;WORK: 1 , 2 .980 L.P. Stancl(ird vertiesrl curb. incl . (.11-0)) Sect folls I'Or future. dr ivvwHvs 1111 ` I 1 .1410.00 9. 3511 S .L' . P.C.C. 1�cs.i.di,n0 ial dvivowra.y. 6" th f.Ck, with crushvd rovb l.t-vel.ink; Course 5 1.8,'88.00 � . 111 .91111 S.f. 5' sidewalk. 4" thick, with crushed rock lcwPl.ing Course $ .' .O(► $ 21),8OO.UU spa[, TOTAL CONCRETIVORK 5 00,508.00 Page .1 o P 3 *, ITEM QIJANTITY UNIT DESCRIPTION UNIT PRICE, TOTAL STORM SEWER: 1. 8 Ea Standard storm manholes incl. 1 with.grate cover 51100.00 $ 8.800.00 � . 37 L.F. 8" C.A.P. S 12 .00 5 1414-4.00 3. 81)3 L.F. 12" C.A.P $ 1'1 .(10 11 ,502.00 I1. 7u L.F. 15" C.A.P. $ 16.00 fi 1.,1.20 .00 5. 276 L.F. 18" C.A.P. $ 18.00 $ 11.968.00 6. 250 L.F. 14" C.A.P. $ 30.00 $ 7,500.00 7, 9 Ea Catch basins $ 500.0() $ 4,500.00 8. 50 C.Y. Extra depth bedding $ 10.00 S 500.00 9. L.S. . Rip-rap rock protection at end of 24" C.A.P. $ 20(1.00 $ 200.00 , 10. T,.S. Rip-rap rock protection for 2 swal.es at the end of Riverwood Vane 5 300.00 3011.00 TOTAL, STORM I;WI;R 110 .844.00 SANITARY SEWER: l . 12 Ea Sanitary y sewer manholes , incl. 1 over existing storm llne $1.100,(11) S 13 ,200.00 1 .100 T,.i' . 8" C.S.P. , inel . wyes $ 12 .UU $ 25.100.00 i . 1.,898 L.1', 61, C.S.P. $ 1(1.110 $ 18,980.00 �► 50 C.Y. C.x tr a depth bedding $ U1.00 $ 500.00 TOTAL SANITARY SEWER 57,880.00 Page 2 of 3 ITEM QUANTITY UNIT DESCRIPTION UNIT PRICY. TOTAI. WATER SYSTEM: I.. i,.S. Water :system, complete in place, in accordance with Tigard Water District plans and requirements 55,1100.00 TOTAL WATER SYSTEM 55,1.100.00 GRAND TOTAL ALT, I'PEMS fi 38 L,079.00 1� 4 D ,`3Act- 545 U .. Page 3 of 3 CITY OF TIGARD, OREGON SUBDIVISION DEVELOPHE NT PROJECT (P.W.) Procedure Check List I. FILE INITIATED . . . . . (1.) Supplementary sheets attached . [j ^' II. SUBiTfISSION OF PRELIMINARY PLAT: (1) Pending Planning Commission action. . . . . . . . . . . . . . L1 (2) Approved tentatively by CO[IASSion. III. SUBIISSION OF PRELI2TN&RY CONSTRUCTION PLANS: (1) Plan Check commenced. . . . . . . . . . . . . . . . . . . . . D (a) Revisions required . . . . . . . . . . . , . . . . , . . [a (b) Stamped, approved for construction . , . I . . . . . . . D (2) Utility Co. plans received. . . . . . . . . . . . . . . . . . n (3) Improvement cost estimate received. . . . . . . . . . , . . . ❑ IV. EXECUTION OF PROJECT DOCUMENTS: (1) Contract documents drawn: (a) Compliance Agreement signed . . . . . . . . (b) Performance Bond signed . . . . . . . . . . . . . o . ❑ __ __ _____ (2) Permits & Licenses acquired . . . . . . . . . . . . . . . . . ❑ (3) Easements obtainod u recorded . . . . . . . . . . . . . . . . ❑ (4) Deposits made . . . . . . . . . . . . . . . . . . . . . . ❑ V. SUBKISSION OF FINAL PLAT: (1) Review for conformancA commenced . . . . . . . . . ❑ _ (a) Revisions required . . . . . . . . . . . . . . . . . . . ❑ _ ��~ (b) Approved & :signed by Comm. Chairman . . . . . . . . . . ❑ (c) Resubmitted to Commission ❑ Re..;. Pfo. Approved . . . . . . . . . . . . . . . . . . (2) Approved and recorded by County Surveyor. . . . . . . . . . . 4 (3) Address's assigned. . . . . . . . . . . . . . . . . . . . . . VI. CO204ENCF.MENT OF CONSTRUCTION. . . . . . . . . . . . . . . . . . . . .. Note_: Inspection sheets and construction/ Inspection check list (attached) for progress. VII. FINAL INSPECTION OF CONSTRUCTION . . . . . . ❑ _ _ (1) Pending correction of deficiencies. . (2) Not acceptable, construction deficient. . . . . . . . . . . . ❑ (3) All construction items acceptable . . . . . . . . . . . . . . ❑ VIII. EXECUTION OF FINAL PROJECT DOCUi4ENTS: (1) Maintenence Bond signed. . . . . . . . . . . . . . . . . . . (2) As-built drawing received . . . . . . . . . . . . . . . . . . (3) Final report to Council issued. . . . . . . . . . . . . . ❑ IX. CITY COUNCIL ACCEPTANCE OF PROJECT IMPROVEMENTS . . . . . . . . . . . [] VIII. STREETLIGHTING: (A) Coamenced installation. . . . . . . . . . . . . . . . . . . (B) Completed installation. . . . . . . . . . . . . . . . ' (C) Inspected . . . . . . . . . . . . (D) Tentatively accepted by City . . . . . . . . , , . . . Cl 1) Authorization letter to Energize filed IX. LANDSCAPE: (A) Commenced installation . . . . . . . . . . . [j (B) Completed installation . . . . . . . . . . . . . . . . . . L1 ^ � (C) Inspected . . . . . . . . . . . . . . . . . C.) (D) Tentatively accepted by City. . . . . . . X. GENERAL AREA DRAINAGE: (A) Building rain drains inspected. . . . . . . . . . . . . . . (B) Culverts inspected . . . . . . . . . . . . . . s . . . . . El (C) Drainage ditches inspected. . . . . . . . . . . . . . . . . (D) Tentatively accepted by City. . . . . . . . . . . . . . . . NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEW .'I.I,i: TO INSURI COMPLETION OF CHECK LIST AND FILING OF: 1) Approved Plan Revisions 2) Approved Specification Variances 3) Change Orders/Extra Work Orders 4) All Correspondence/Memos 5) Daily Inspection Sheets CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P.W,) PROCEDURE CHECK LIST NOTE: UTILIZE-9—HU" clearly marked APEROVED PLANS, plan revisions, change orders, specifications, etc. ; I. SANITARY SEWERS (A) Commenced install—inn. . . .. ..... .. . ..... ... / (B) Completed installation. . • / Z 1) As-built field notesfiled,,... , .... O a) Cory �nnt to engineer,,....,. .. (3 / / 9) As-built field notes received.. . ,..,. O / a) Filed in project folder,. ,. ,, ,, (C) Inspected .:nd Teated. . . . .... . . . .. .. 13 1) Test no►nonogrephs filed. . . . . . .. ... ... (D) Tentatively accepted by City.. II. STORM SEWER: (A) Commenced Lnstalt,tion... .. . . I.. . (B) Completed installation, . , , 1) Aq-built field notes filed.. ....... . . (C) (D) Tentatively accented by City. . . . . .. ,.,.,.. . III, CURBS (A) Commenced install tion,,, , ,,,, ,, ,,,,,,,,.".. . 13 1) Bench W rks qct... • 0 2) Bench Mirk locationsfiled. . (8) ComclPtnd inst311ation.. .... . . .. O (C) Inspected.. . .... .. . . . . .. .. .. . (D) Tentatively accented by City. , ., . . ........ .. IV. STREET: (A) Commenced Grading. .. .. ... ......... . . . . ... ... 1) Sub-graep insrected, ,. ,, ,..... , ..,.. a) Test data filed. . .. . 0 b) Tentatively accepted•by City, p (B) Commenced rocking. . . . ....... .. . . .. . ... . . .... . p 1) Sub-base inspected,, , , , , , ,,,, ,,, / / a) Test data filed. . .. . b) Tentatively accepted by City. ❑ (C) Commenced Paving ,. . . . O / 1 1) Paving inspected. , ❑ a) Test data filed. . , , -' b) Tentatively accepted�by.City. (3 (D) Street tent*itively nccppted by City.,,.,,.,,,. 13i V. PARKING LOT: (A) Commenced grading... . . . . .. . . . . . . . ....... .... . El --! / 1) Sub-grade ingrected. C3 / / r n) Test data filed.. ,.,. C3 b) Tentatively accepted by City, 0 (8) Commenced Rocking, . , 1) Sub-base inspected... . ......... .. .... . 0 i 1— fl) Test d:7ta filed. . . . . h) Tentatively at by City. CaJ / (C) Commenced Paving.. . ... .... .................. 1.) Paving inspected.. El a) Test data filed.... • ..... p b) Tentatively arreptPdby City.... p (D) Parking lot tentatively accepted by City...... p VI. SIGN: (A) Street name signs installed..... .... .......... p (B) Traffic signs installed.. .. p VII. ST.DEWALK: (A) Commenced instal.lation.. .. .. ......... ........ C) (B) Completed installation. .. .. . ... . . . .. ......... . p (C) Inspected. .. .. . . . . . I.... .. .. . ..... .... p (D) Tentatively acr^-ted by City.. ... . ............ VIII. STRF,ETLIGHTINGc (A) Comm-need inst,allation ... .. ... . .... . I.. .. ..... 13 / (B) Completed installation.. ................. .. ... ❑ (C) lnspected . . .. . .. .. . . .... . . . .. . . O (D) Tent-itivo�ly accepted byCity.. .. . ... .... .. . . . 13 1) Authorisation letter to Energise filed TX. 1ANDSCAPE: (A) Commenced installation. .. .. . .. ...... . ... ... ... 13 (B) Completed i.nstallation.. 13 (C) Inapectrd... .. . .... . .. ... . I....... .... . ..... .. d (D) Tentatively accepted by City.. . . ..... ... ...... (3 ! / X, GENERAL AREA DRAINAGE: (A) Building rain drains inspected.. . . . . ...... ... 13 / (B) Culverts inspected. . .. O (C) Drainage ditches inspected.. .................. p (D) Tentatively accepted by City. ............ . .... 13 NO'^E: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEW FILE TO INSURF COMPLETION OF CIIECK LIST AND FILING OFs 1) Approved Plan Revisions 2) Approved Specification Variances 3) Change Orders/Extra Work Orders 4) All Correspondence/Memos 5) Daily Inspection Sheets yr �hc�-to5 5 � L � ho�� f oo I� > �� � er Cre � K Flo Z owl moon on 0 fi I . s� ��i i i ' - . \ . ` I • !, , " �! . EMT MAV l r"i■isw_� I MEN ♦ � ,, . . . _ e � .rel � ' ! +; ,.� i � ail �1 �■ ■Tii�� r~i■ ��iri�� � \ ; ,'� �1 """ ��� _ - - �� ,� .• �� ■SII 1�1 e1�= rl�■ '�. a 11 " � .- �i ra ii] r"'�i■ el�rll_ ■rne■►rl� �_Irlrlrrn r► . �• � • , : � � ti+ - __ _—• ., w■ree■ri■ ss�i'■i ■rte 11�e lnerrle�rr� ee►� . ., `H �� � � t - ' . . �- .. _ I ---- ..��ca:r,F;_ +r � � ��r����l r�■■i�e rw eeC� � ', � � � ,r r, � :ir �r ��rlrlrrelllrr■�■Iw ■�■welrrille�i■ i��iii=i ._ � , = r IIT■r�is r enrr, �� =■Ti �r�. rlrlrrrl ■� rlmlswor� cri'�i - . rr■■■ Irlrr■1 n■elenee � r■r, r■■e■s■1■■■■Iweee►�Il�e■�iir rr■ � s ' - i � � �w ,I . �■�eerlellrw■Ir•er� erlrllnleeel�r�l�r■rll•1•r� ��■•■r�,��.r•� � - .• �a �� �■rr■� ■ I�irl�i �ri■eilrrlrrwe■rrr i_�Il� �� _ —ter � �� �� '-Z_ � � �� v ■w silr'� "isr� rail is i�ilies�il■I�i■�si w■ ♦ '� _ y � � F- / / 1' � � s■Tin■elllwl el�i■�1■ee�en■ellee ■■e ■s '�'is� r�i � w•� ee 11 lil{L.:. �1' _ - - 1• el1■1 el�ie e�ii■ir■�■r■rr�is�ile r�ie■Nee�lr ��. 1■1•��I��r� /. c ;�:/ /�• a --�.� .,� ��`, er•■1■ 1•■■Irerrelw■�1■11� Irrl �Iliis- 1ee�le•■�'��■�r■■r 1■ere F HIM 5 -� w...�.1���. rnelr rr e�l•�"•�'=.�1■ r■rerl rerr■I�I�Iwrr i►. .. 111111111n1e Will Ill ..r�is..r...........r�i.a "" ssrl{ ■L1.■.. r�i1i ;/ / � ere�r � rl�ll•■elee�e rrl■le■rr► rer r � �� � e�wlr�l■ � '' ` � 11 rair.� rr■■ si■ Ir■■rr�lrr �►w■■1�■• ■I ■1■nrr�ll �� ' `�� '� - , - // _ - ,/ ■rrr � .i•l�e Iri�: �a:iia �iis � �;�i :. ,• ' Ilii '►i rr rrs� �i .�i_Irlllllrrr.�rMr��_ ► '� ,�elf ra \ . ., 1 r ; � � r I /�� F i' ii1`�o�ri■�rrerele• / n,�nw`o .1''� ■er■Ir r .�■�� '■ r■�Ille■r■�ii■r■Iw�l fir= s ■ . - ` ti —�el�+cc�r� __' ■�ew■I ;t■►�■■ ■1111�.r r■1■Irlr� ■Ir■�� relel■ �� � �►i1+�el rte ���� � � ` , - � '� � � . � ;v �=. r 1 �� elrsi�e■�le ee�■r�lrleee��l■■■�1■�Irr■rrr■1■ �� �`` IILS .. � . � .■'iii , ��.■r��i MISS MOM 1 MIM ir=MiMMMW■ ■r MMMIM / �� r ■regi WMMIMMMI �rr ruill 1 �M� • �1 ;! ssii= ii .rrle—r�l■�s■■r �e -rl� � � . ; , riZ ■■■■ee�rrl nor ! " . `+1 . . , r s� s 'rTriss `� _ : ..Ir+r�e■I�s.r.rr,r...s �`!� •- [iiNnr s y `` �..1■ ■ us m WAI MMIMMMIM f 1 • si =-'�sls elrl■le �� , Ir err- r■- sly . / . ii, � • ►�i eer►«.�/�� r■r_rrr■rrl� rlrw we eus■e■■111e n i1 �.11�i as rre■I■�ir� 1e1111�■er■I�Ir■�� �e111■1■ ' � ll�eN ►�; �� _ . 111 "►.fie ' �c7 rr111e1■■1■•11r1reeee/i � �•1�r�■1■■�I■� �ee�1�1■e�el■■e■e■�i■1• . , , � rte` :.. �•� .� I ,l "' ■� pi ,�, ,�• 1 MIEN �w� r � ■I�i lireeler rlr■ rrw .i \e`] r� � ��������% �� ■rrr �_eseenl MWIM r �I i eeelrerll■1■rrir�+ � ~r■I�err■1 rrreeee■r■ r■lerelrr r�rrl■■e■�ee■rr r�r■Irw u■e�e ►�� i rre r - -si i � �rAm-a r nils r�i iewrerrr �r r�ir�wl_ir=s�r�■e en earl �_ •������ '1�� -/ ♦ , � r�- �.� elverr.A, 11■rr. ��■��si ee�r s�ss�■rie n Ir ai■ss�� _�'�._�ii �.. s=' � ies �� � =■�i� ''�1..,..n'�rl.-...'es�rr■� '' � . � I■■1�11I �I I■■■�le e1■■r reel■■1e�lr c•;r •, �, �',^ �� t � ti rr �' .. i� sseresv�I•�i.srn■el�� rrr■i1 �iiii� r■er �ilii=si � ''e■ ' ifs%c/i'�wlrinlen■ ■ne■en■ris ;:'. - - , , �� ►,�rlllrr■r enl■�� �■e�■ WIN! 11■■1■Iwrr■r■■1 i - ,w� ■ri r1e11■■�■=■Tirol r■�■rrlrr■wewIMIM mmml Ill�rr■r MMUR ,)• � . ,!/ � � ` ► em►:� %� y .��1.■r�..� .1e{.Lss's" ��'�ss�l.�l�.a.aa.eel.el....ss� !! rirn ■�nir "�i s rr MMIM . rrr�r�� iiMMIM PA44 � • "" " '' 1'�=0010b.101�Ile�■■■rr���■rre�ri rr�l���sr����`er��il�rleelr liKip WO 1 1f 11 I ■rre r�ii 1rr .■Lr- .T-r7e.� ..e... lu ■rr•..�eer..lw■�iirrrr...rrr n : e■r■'r�eew.w■r"'�s'�■: � ■r�irn :..T■.'■�1'■r■:'■'"■'s"""r '■�■�II■i P"), i b' I . it _,r r■re ris ■■r1i■ �rrere■■I■Ir■r■rlee�rti l��rl■■r■r1rr�•111 MISS�! • �! , ►'� ■e■ra..ree ..r....e I l�rlewelee■Iwl� , , �re■1■ r�r • I I � \ r- NOTCH LID FOR LIFTING HOOK T„ -- 2 T„ 12"Max. _ _ ---- -_ -- t I •s; -- \ �• - _—— STANDARD MANHOLE � � �_ FRAME a COVER --- r/'r I \ 14„� __ (6'�--__.._-_ 24�� __-_ - . _� r � � , I Q \� ���•\ SET FRAME r - � FINISH GRADE-- IN IN MOTAR -1 l- t 1`__.. _ 1_ �_ /� / 11 -- - i0 - - - -0 , 1 - -- 1 11 0 ►. � I 1 GROUT-- --� ” i i — 4" CONCRETE EXTENSION \ , 1 (� 0 �} 1 1 N O �N \ 1 I S I MAKE SURFACE OF I ( 1 1 1 III :- _ 0 _— RING I GROUT FILLET SMOOTH / 1 , ./ SFORM GROOVED IN- 11 0 O f 10" ` : .�+ -- - - -- --}I VERT T(1 DIRECTION 1\1 _ -_ _�, rrl 'I N N OF FLOW -- - ------ ^— RAM-NEK JOINT I I r inti I / e� --.1. ._48 ----- ` MATERIAL' OR / 2��• ��� v� EQUAL ST'D 48„0 _z - l MH RISERS �► �' - - /� % \\ `� _ - 12"MAX. , ! - - ----- — 10 O x1 \ Qi •• NOTE : I. 4"CONCRETE EXTENSION RING �N - - 7/8 I/2 " INSTALL AS REQUIRED TO BRING I J M COVER 9 FRAME TO 8E MACHINED • `' �— MANHOLE COVER a FRAME TO TO A TRUE BEARING ALL AROUND - !_- w DESIGN GRADE (MAX. 3 RING). I f2 LAYER COMPACTED ,5 T A NDA R' D PREC ,E3ASl/V A S T CA TC'H ' -- � � a O0 o o 0v a �• �• e, o' 0 0° GRAVEL( 3/4"— 1/4") 2. INLETS/OUTLETS AS REO. Ibc _ -- �: I� Orawin9 No. 70 - A - 40Z STANDARD MANWOZ f' FRAM' COVER 6'0 MIN. ---- ---—--►� �'t Dra wino No. 73 ,/••1 - 306 5 TA NDA R D SHALLOW MANHOLE off Drawing No. 705 - A - 3013 STANDARD MH • FRAME a COVER EASEMENT AREAS I TRAL' -LED RIGHTS OF WAY FINISH GRACE r 48"PRECAST MH SECTION I X---- -- SET FRAME - STEPS r ASTM C-478 TRENCH V OTH - - IN MORTAR— GROUT 11 - - \ MAX." MAx' MAXIMUM PERMISSIBLE �/ �.- 12 AT NATIVE _ /I _ 611 ABOVE TOP OF PIPE MATERIALS ` 2"-0" CRUPHEn ROCK, CLEAN, — 4"CONCRETE EXTENSION / I It♦-\ \ '-� • 1 1 IDENSE, HARD AND COMPACTED. -� --- RING INSTALL AS REQUIRED -- - \ ��,�' � •' 'P^`� PIPE SIZE TRENCH WITH I 2 I M TO BRING MH. COVER 8 ,� ' • FRAME TO DESIGN GRADE. 6" (max 3 rings ) ,� 5„ 6 2, 0„ ECCENTRIC - I 1 I-0" ° �; p - - r 1 MH. TOP �� . — l - + o t 8 M 2, • 0 ,{ I � � I �' �• v —1 I �•! 12 `MIN. v • r " — 2' 2" j I RAM - NEK JOINT 10 o MATERIAL OR EQUAL 1 , S 3" 3/4 - 1/4 A ECT r-•--- 48 r I I - /, =�o _ - ��+ 12 2 6 1 N PPE ZONE GRANULAR 95 % COMPACTION �- • 12—"MAX \• / w • . ..• cam- '•,_ •. :�:_at_,—A— y- - ► _—i IS ” 2 1O" , • • „ STEPS i to •0x60 obs0pos � � p i � D ♦v• ou • O a o• v , �'I o IIp 0 0 o OO • 00 • rprOgg Of u♦' 0��2` —_16�" 3r O 4MM RISER-& COMPACTED GRANULAR 12" LAYER COMPACTED GRAVEL(IJST „ p") BACKFILL NOTE n �I° -o-•-- le. 1 U0 p e° UNDISTURBED I INLETS- OUTLETS AS REQUIRED _ -- _ I O PIPE ' / • ZONE MAX y G o 0 0 o O ns EARTH 2.WHEN SEWER ENTERS ABOVE 20" V. 4f o 0 BOTTOM OF MH FORM A „ • y u D"U� v /4� FILLET OF GROUT OR CONC. 11 21 3' 6" ° f D/2 Oft. SLOPE 4� . '„ o o°o AS INDICATED. 11 _ _ . ♦ n 0 p�,� MAKE SURFACE SMOOTH a �-- —1! _ — II— = II= 24 3' 10" —I — _ a 4" MIN. or D/4 �\ w - � v o FORM GROOVED INVERT I I II ' T I I '� e - , O v 0/ TO DIRECTION OF FLOW I 1 11 I 1 27 4,.__230 41 6 „ it ocato � °• p p � o . a . e „ x a �a:o ° 0 0 0 12 LAYER COMPACTED — 1 LL- __ =1 — _�� — =T- — 5 REINF BAR G "6 -O MIN GRAVEL (3/4"-• I/4") II Ij II II II I33I @ 12 CTRS. �� 4 10' J6" 5` 0 -- - - 4 2„ S TA N0,4 RD TR_NCH II II II II J 5, 6„ 11 I I " 61 0„ �Oraw/ng No. 73 A �31I S TAND A RD MANf-lt�L EI I 48 Orawl•n No 7,3 - A - ,3O/ 9 NOTE- REINFORCING SHALL BE 05 AT 12" CENTERS OR 2 MATS OF 2-L" GA . MESH AT 4" CENTERS. It f RECAST MANHOLE BASE Omwing No. 7 - A 305 PRELIMINARY NFor of Construchon - fill Vl;ilUN5 FfEVi,fUN� Designed Under The J�' Dale D E T A I L S H E E T Job Num1r e, - Suporvision Of !I% � 5;s,�a Old(.,tQ Scale - - __ _ COPPER CREEK STAGE 2 - - _�___ __, _ , ENGINEENS SURVEYORS PLANNERS Shr1,'I ' -"---- Drawn By _ _ RI( HARD SPOSI FO Registered h•,! Engineer No. 8280 110 E 17 T H S T. V A IV C O U V E R , WA - T I G A R D O R E G O N '2. C,OPF'ER CRM',' Checked ray 8 (IF 1 1. 11'I 1 1 111 I I f�,11 Iv11 I 1 I IilMrml'1� r ' I {li Ijrjlll{111�i) III�II� �IIIIII I�IIIII olIIl11 IIII111 III�111 IIII111 11��111-j1.. ._ _._ y.t. . r4, *r�:, t�, ,: �* w I r.i11 1 { I 1;11 { ( SII [ � I flf (I 'II 1+111{11111III1111111{1111111 J 2 3 4 5 6 7 8 9 10 11 12 NOTE: I F TH IS M ICROF I LMED ---�- DRAWING IS LESS CLEAR THAN THIS NOTICF-r•TT 1S DISE TO THE QUALITY OF TtE ORIGINALI .w DRAWING, pE 6Z 82 LZ 92 S2 *2 E2 2Z IZ OZ 61 91 LI 91 GI i►I EI 21 II 01 bM L 9 S ti IE-- Z I(�'•�*" Inl{l11111111{UIIIIIIIIIUIIuu{u1tIt11�11111►I1t�i11111U1{iu�lull{Iltllntt�ll)1111{111111111111tH`Illt{Illlltl!I{111111111�i11l1111t�llltill�lu1111t1�tlti�nl{Itu,liu�lilUun�111111Inh!MI��r11111yNTM1u1�i1111n1lllon�lllll)llllllWlWll)ll`lIu1W!{llu�nu{IIn11W,n11 g JUNE 24 1992 Y TRANSVERSE EXPANSION JOINTS AE 1/2"PRE-M ULDED EXPANSION I TO BE PROVIDED AT EACH POINT OF JOINT FI LER TANGENCY OF THE CURB 8 AT OTHER ---- 48" MAX ---- 8' LOCATIONS AS REQUIRED TO LIMIT THE -12"APRON SLOPE SID A ` , g\ �. SPACING TO A MAXIMUM OF 20 FT. 2~ r _ NN 2 MATERIAL TO BE PRE- MOLDED NON- �_ 2 ,► G . 6EXTRUDED MATERIAL WITH A MINIMUM - ' ead'4A THICKNESS OF 1/2" . --- ---- ----- -— RQN 3' N3'-►� TRANSVERSE CONTRACTION JOINT a . 4"s s' 44" I. SPACING TO BE NOT MORE THAN 10 FT A 2. DEPTH OF THE JOINT SHALL BE AT --� -.lee note number4 CURB LEAST ONE FOURTH OF THE CROSS - �� SECTIONAL AREA FACE OF CUR • B _ .L. " ;1 1 STREET e4 . a •�.�t '� FACE OF CURB ,! CONCRETE BREAKING STRENGTH 2„ I. TO BE 3000 P. S I. AFTER 28 DAYS . a r;1 -STREET APRON SLOPE = 0.0729 l „ � • -T-�- -- - ----- - , - - ._ T-0P OF CURB EL. •��1.�� �_- �- f JL _6 0.04 V i o 4• -�^- /`•� 1`��� _ �eeo4i 6 SECTION A-A -6” - 6., NOTES: •/ ' 1 I"- 2' — DIMENSIONS (ft.) 3/4"r 1 POST SHALL BE SET IN CONCRETE t 26"DEEP,• X 110 12 ! 4 16 18 20 EDGE 2 LUMBER, IS TO BE STANDARD OR BETTER GRADE. UTILIZE CEDAR OR PRESSURE TREATED.MATERIALS NOTE: CONCRETE SHALL HAVE A MtN. 3. HEIGHT SHOWN IS U.S.POSTAL SERVICE SPEC. BREAKING STRENGTH OF 3000 4. FACE of BOX TO BE FLUSH WITH__BA�1�01` CURB. PSI AFTER 28 DAYS. I _ Q a0 . 5. MAX, OF 4 MAILBOXES EVENLY SPACED IN e in ;4. .' . EACH CLUSTER. f?ES/D E"N T/A L AOR/VZ-tVA �P l - T CAL MAILBOX CL US TER O ra w i n9 A/c. 7/ - A - ?/O e4 e - ,swing No. 75 -,4 - 24 4 404 a 440 40 v. a C o o. a 4. 6,404 0 ' a ' .a R. 0' 6" ! .%� CURB LOT LnT R 9 I 6•-O60 SIDEWALK i 1 h ,A S TA NDr,4_ RD CUR, GRADE TO MATCH ' SIDEWALK SLOPE. 2'116" UTILITY STRIP Drowin9 No. 7/- A - fo , \ j \ 10'-�' RADIUS -- 1 CONCRETE SIDEWALK •\F!R.C. �-�6"RADIUS 1 1 6-6"RADIUS --- 5 -0 I - -- -- PT 0'- 5, 0,• O'-6• ?'6' S'-0' \ MAILBOX (CLUSTER 2'-0" :2,_6r ' �i 1/2"MAX .�• 'o T` STREET 5 A y p�'. s� ! t,', 32'-0�� 1 6 C U R F I G GRADE TO MATCH e ' `. -.3/4" 0" CRUSHED ROCK LEVELING 0•-6" (EQUAL SPACING t -. Q 0 9 Q - - ----- SIDEWALK SLOPE . � •�;� _01 _ ;^ COURSE tq SOIL. CONDITIOrIs REQUIRE 18-0" 16,_ 0" -- -- r"• e'-2 + _ O ION SIDEWALK SLOPE 0. 0208 �_, _�^ I' ! I 1. CLUSTER SPAC EO ALONG ROADWAY; PREFERABLE R f� (� GRbvw�� l WITH 4 BOXS TO A CLUSTER, ALTERNATELY RAM? SLOPE 0 0 917 IV /1l. / E WHEELCHAIR � 1 _'��% .��Ty�`� I -'- � _I I —/ I ( � 6-� PLACED ON EAC►+ SIDE OF THE STRECT. CONCRETE BREI,KiNG STRENGTH TO Q ' 11 1 1 •� 1 1 I I . 31-011 1 / 9 A MP I i I It------ 14'-0 -- .�#�-- 14'-Om - -----iN BE 3000 P.S.I, AFTER 28 DAYS Ora w/n No 74 A - 2,35 1) 3/8"X IO"Golvonize S . Head Machine � 1 I I T�P/CQ L MA/L �_ OX CL US TE",f� L OC,4 TiDN v 9 v d 8olfa With Washers. 2 Bolts Per. Rail Per Poet. 01-409 � Inrawin9 No 75 - A - z43 2)4"X 6" Pott-Treated And Pointed While , 3) t"X So Cross Rolle-Rolle To Be Pointed Block With White *0110torlted Stripe. NOTE BEGIN SLOPE AT CURB ; RISE 1/4" PER FOOT TOWARD PROPERTY LINE EXPANSION JOINT MAX SPACING - 40' OR AT ALL CHANGES IN SECTION CONC BREAKING STRENGTH TO BE 8' S TIREET 5ARR ICA DE 000 P S. I AFTER 28 DAYS 5 3 1 4" 2" Craw 1 r19 No -',f - A - ?40 PropertyLine--,� � I --- I / - - �- slope = 0.02083 Uti ity Strip , --moi -- 4 _ + ° - -�_ To Of Curb Elev. 1A=/ P 1;1 XF r% r% ,,fm�i� Concrete Sidewalk , — ILj 1�/ ��- �3/4"-O"Cr�.;shed Rock Levelin Cour / As Soils.oil,,s Conallions Require MINARY Foce of-cu-rb �:�---���. �r-�=�r-n 6TANCIA80 CONCRETE 5/0EI/IIAL1( Not Tor Construdion-- ; prawin ,) 7/ - A -2,50 RF VISIONS RL VISIONS Designed Under rhe Y. Date D E T A I L S H E E T Job Num:_;-, r Supervision 01 Scale Y ---____-._..._. , E,y;.•ra1kV91% %URVLy0PG PLAVNERS C O P P E R C R E E K : S T A G E 2 -- - RICHARD SPOSIrO Registered Civil crgineer N,). 8280 O E Drawn By COPPER CF'EEk� Ian Z e � • T 1 t `� T. VANCOUVER ,fV C O U '✓ C R r W A 9 OF 11 cneckodBy TIGARD •, OREGON46 - � . 1 1 1 1 1 1 1 t 1 1 Ij'I� I 1' 1 1 '1 I T I. i 1 (111 �1111`11�,11) 11111) IIII111 111 t)IIIIIIIIII1111111I1111111I1111111I1111oil I1111111i111111`1111111111l11111111►111111 . _ _.•••a,•�,•�•,�ar�r:�ebYhwliWw r 11 1I _� I ' NOTE: IF THIS MICROFILMED 2 3 4 5 6 7�,,�. __ -•,_ e 9 1 O 1 I I Z - DRAWING IS LESS CLEAR THAN THIS NOT 1CA-T-IT IS DUE TO JW QUALITY OF THE ORIGINAL T - -�,-_ _ - -- -- - --_- -- - --- -- - —-- ----- --- __...._.�--- .. _r`bRawING, pE 6Z 9? LZ 9if SZ 0? f2 ZZ IZ QZ 61 AI LI 91 91 bl EI Z I I CI a 9 L 9 S� �� •b' EI--. If 1 •�" ,prr �r11�11111nn�u1111u1�un11u1�11�dn►�1u111HIIItt11t1u11u1b1►1111�11nn�n�llnll�►ullullN11111nI�uIIIuII�1111111I1�1ttl tft1�n111a11I1u11111 i1t11tn1I11111ulilrill]lullunlullll 0a1lullnn1lullnnlllulimlHBl1h1111U)1111I6loIIIfI111nillimlim ti .1pp.--mmemomw— JUNE "4 19 92 .. .. -.,. ,...R,.,-,n•,i..�--fie •.vnar r - .- '11114^G";?'3;'"A9' T:�', "t a , S � swe•ems/ f r sVSo I w 7• R e5 0 17 lK - _ / r F/JO ' � -•>i------� � 3 i.' �- ( _ �r LE aw4+��ar , W SO �7S aaALw 14M iRE'eC2 AID��-- 7X'�'✓aN — oE0 +ice"r. L Herr 33 3Z 31 'L i r� } R: 3� .0 G •� rGT ``0 ^ / r It %'f ��• 1� t �T, h� //� r w`.� ' .� + +f I 127 2-1 34 •/�! '�!{''/ /� �."'w.. ,I l ,�, '� -": ,r*r f ?A �:� �•YM tr X�r:�-r�^1 t VAT V. 37 .•� Y Y •` __... _......._ .ate r'� .-�"'�•.-.-'_^"-__-._'t��' �•-•,.;� t"�i��y ��� l yrs /r l �-•..�, i i� f 20 ''r � -��_ �''� � �y ` �•/ 11 /r'�/!�%ir � // \� Crl/J, \\ Il fl �' 1� !I ! � _- .. #1,'d �?. �,�r 'ae:i ,a Kfk.rr - �•�' FJ , 1 •�' ��! \\tali,/ 7 //�C �\ �. ' • ! ��.%/ 1 p 4.0 -..i •; ,jG 4 /• 1 TT i / I . x�X 6 �os/i rrsw ' ;24111 1 l'1�Trfaf� �'` /// � \ 1 ! / ��\ \ / ..� 1�� l�I %� �``"• `�! �g� .,� n {'. i p;:.'�r t 112 +.. # l j f / g ..F. -.�rr��/L tl 1 ,,+ 1//'r✓ _ -...,, �,Q r' '`, r .v.x N!_" `�i"' a�-. n 1 I �..._., '-"".v'• ►�..` I / /'••� /fir Il I �s..i J� .�.._ 13 1.�O a� '' � �l it-1�/ /v ti..,�,,.ti /� ✓ ��tr 'b,� � r ... II �,.y- : .. �` 1V � 'I�' r { S �Y `'.. r 17 �' �� {' �"' � �-! __� rl —_.—..._ ..«�. /.--"/ t✓•}-'�" -:• _+�"-"�_-" _ � III .r•-��'�""/ +'♦� { - / t(`y� �/'/ �3�7 11' /1(w.. ! I \ - Y--�..-^ z.. _ «_. •...«.._w. ../_..._._..n.-......... _ w..r.......__._.._._... .._..-.._.--__.. I a t ( Lo q3 t ` 5 77 3 a - ",an I @44 � �1 /•- jr ,, 4"� t � ' �t,,i� 4 ryfi, r a�, t£. s. 1 . r _ � R 3w'�Y E+ys .,� � ; Th�r'1�,T � t..r' ' f r''• � ",a° y p v 'S- `� � '.a � ' W S E R EN A WAY _ I-v*-r ��ev n �.j/ticrgq _.«. 1 Lli 76 Ira , .r � ' D - �q a �z •. /-sr. X �X b 5c UirC-H r 0 ,INS,, '`/` X X L ;F r I f . .,`� To.r_"4 .F,t� .4,c ' _ - -.�--�►— �����T L�( <` - —/Ns r6zlh ! 7t7+/O.T �C3/l N�.Q„ S/�. re,a 1.7�e 1121 ` G� / .,2u - / _.. _ _•_ _. ...._ _ T 8 y r� /N 0/G Mrej C,KA40%r 7'•p I'Yfr.^r�w� /1/,E(JT m \.'� Y t 4 k? c COPPER CREEK 2 �$o� .Jtq � TU Lm/',' xra/fN/.C/L, S/aE re A) '1�L.._� I �C/'�+r G+,'+�� SV /� �-!"7/ 1_3m rrCe" in/a/c:�r��,r .5/Zlf °� � or ,K � T v✓ 5r 7!' Lo rs a x, / tsJ �yZ,", Dov ,4�' �I rr �- Y��-- ° (!7 y I�IIJ7, 4440 /-47e,< �.' y> rt�". N h � rF.•i /y � ��m I nl s r, 5D x�� x. �° r��'r't��v,�vc.r c'N ��a'r4� , r" ■ _ . E Xis r SD x t�;,,x z far. 1, �, v, ,�,!P, S• NC. r ._...__ �► /�r<•7- 'G1k/(,,C;.,.f. �1 t '/? �` ?"�.61 r .i7 rc) PIf--'4;4*4..!-AL t i t. y y � ' � * ". • .. .... ... .. ."'rte�'._.�_..y._,y�..�.._ ...►_..--:e � - .-�.. ...-.:.. .r..-_.�.. .. - _ .,. ...... .,ewe.-^s•.... - - ....._ _. ----. . - - .. .. - - -- ._. .._ _. �r.. ..rtAtUM�^+"'...........,_....�..+wM •. 1 I � I I I I II I I I I I I F I 1 1 1 1 1 1 1 1 1 1 1 1 1 I'I I I I I I I I I I I I I I�1 I� 1 1 1 1 1 1 �I'1 1 1 1 1 1 1 1 1 ly rel~ I I I III I l l l l l ( l l l l l l l l l l l III � �i ..�- _..� ! �111111 � � 111 � 111 � III � IIIIIIIIIIIII � �jill � l � lll � l ,� l � ll � � 1 � 1111 ' � IIIIIII � III � II � I ,II � III � ' Il � lll � f + j � NOTE: IF THIS MICROFILMED ' I ------ 2 -- 3 4 5 _ 6 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS SUE TO THF QUALITY OF THE ORIGINAL DRAW IN(,, OF 62 BZ 12 92 S2 b2 E2 22 13 02 61 91 LI 91 51 bl LI ZI II 01 6 9 L 9 S b E 2 I"•"" rNIIIIliII01uII�IIIIInulnnlnN�nIIIIIII�IIIIIIIII�I1l11Nu1n!IlnnlnolnO�lllllll11�1111�1111�11111111!�II+I�IIIIIIIIIIIIllllllllllllllllli ,II�IIN�;Ill�llilillll�lllllllll�IIII�IIII�IIII�IIII�IIII�IIIIIIIIIIu1liIIII�1111�IlU�llll�llllllllllllllllllllllll�)lll�lllllllll�llll�IILI�IIN r4. .UNE 24 1992 i1a. r..'.... .<, ei. .:is ... .a_...SledJh�IIC2R rrn•. �'.il...re.r....N2v.hA-,..._ :...u.... 2"Cw>'80 ? ��'t� � 6V to 107... (j) iD � NORTHWEST NATURAL GAS COMPANY TAX CODE: 20(W)'80 _ -- MAIN SKETCH � : - N N #9980 DR. ,._a `' LIN o r8o) m ,� AL S E � r� (W) U (191) , r N d s g O a 0 QQ1[ #9975 9a m cw� #9630 J �� u , < ; 0 #9950 � (190) ' 0 r OD /�l Q .� j 80. 149' u + - /fir;'" f�9 v 6 > #9640 ` cv O CD �'°� °' 139' (81 ) �,, S. GR MSON C r � °D �m��� �9 ��' red)OD � o #9645 141. 04 OD 0 _ c .r 0� 252' � LS• ,fi M) OS96# Nr N 04 re ( y he 0 (08) �qN V UNDERGROUND — PHONE PRESSURE RATINGX-RAYU W3#9890 5C960 (81> 0• WATER (80) 0 aO 0 1 SEWER - TEST PRESSURE PSM #9830 0 (08') - -� * r POWER r} � �C � TEST DURATICW �r C81 ) �' r9 °is 1• 5996# Q �0 PHONE / '�:7 r �� r" V �J co V (� _ L WELDS TO BE X-RAYED �i % ��. O 01 814 01 CD 0 4 .� DESIGN PRESSURE _ o PSIG *-4 0 136aW w r- r% o 06 v m 2 m MA.O.P. _ PSIG G I © O J 8 a U � 8 NORMAL OPER.PRESS. �,�� PSIG vWCA A '� .-� �' .Q, r 1 OATS V CA BOND '0 N r. 9 l�`l -- D aWo O 3 ENGR. C4 ���� WAS ; 450' 185 .o as v 0% cr .a e O 1`(w)'80 _ INSTALL MAIN A FEET OF L- 1740, FEET OF ABANDON MAIN FEET OF FEET OF =5BOND cp to b r TYPE COATINGS PIPE ���� JOINTSi �.•� Kr FITTINGS 0 O �'" ' r1 FI•i IFI• IFI• �� Fa FI• FFI. 11• FFllw >i ,! N ,w *9790 X c INSTALL SERVICE FEET OF INSTALL _ ANODES: to to A (a 1 ) �7,JC 0` r ^ r Go N ,� l , INSTALLED MAIN FEET OF FEETOF �1J ' ♦ 263' ABANDONED MAIN FEET OF _ FEET OF , No, p �- , �, A a - IL TYPE COATINGS: PIPE JOINTS FITTINGS V ,• A • __ t A. A logo N INSTALLED SERVICE FEET OF INSTALLED . ANODES: V ,ft an m 400411111 111 CA � slot, DATE COMPLETED SIGNED No U) ♦ � ..� / (WRITE ADDITIONAL INFORMATION ON SKETCH) y, CREW LEADER i 0*00 ^? ♦♦lI $ , ♦ ��i- 'r MIS A SU R E D _. _,r DATE _______ SCALE �'- ♦ (A All STAKED____. DATE SEO. NO. , - _ r 6 � ,� �,� Cd I'' � '� AWN_ "'"' GATE. _r /�, '7^ � 1 PLATTED N �ftmmFm � � IrF��Or V 0 + f�l DATE SIGNED `� EJC _ DATEVmftlp• N00P�.F\1-C�T +` � . PLAT �l APPROVED� t�, �_�__� DATE _ T -----1-- r V Clh1 _ r WALLMAP 7- ,' N U MAIN WORK ORDER NO, SERVICE WORK ORDER NO. _ COP. ER CREEK #? �T ADDRESS L 2 4 BETWEEN L.J- COUNTY— - —__ CITY PLAT NO SECTION TOWNSHIP RANGE . G�. E �o. ______411 _ NN,' �=� .1':Si.r.. ,,.,.'. ..a►-" ....lit- ,�... van* _oce " I " ti1 � l I i I 1 I I t � t1 �' I 1 x 1 rt � l t (<� I � I IIT� I � I Ilt � ll Ill� l � t tli � r� Y til + llI IIIiI'lI IlI I I ISI I I tlI I I r � I I I T � I � � Ilr � l � ttl 111111JI1111 i 11 I 1 fl Jill •� P iIV!MGYMY�IM«7?W:M4:'tkm.. � J- 2 3 4 5 s 7 8 9 io ri 1 NOTE : IF THIS MICROFILMED • " " .J— —... NI DRAWING IS LESS CLEAR THAN r THIS NOTICE-0-11 IS DUE TO THF QUALITY OF THE ORIGINAL OE: 62 92 L2 97 S2 tp EZ. ._ ...2 7, OZ 61 et L1 91 bl ti Al 11 01 6 8 L 9 S b E Z 1 " mss.-'� If11l1IIIIIiIII111111tI1�11�11111��It11111t�1111�Ii11111N11t1111tt1��111����lll���ri111�111IiNll�lrlllli�l.�►tll�liil{tl!I�tillllili�l�l� 1N�IL.►I�tlt'( 11111(1'}I�101�1!!!l1�11� A.9A TTT IG ��111111111111�IIII�tI11111N�1jIl�� lu�1 !l3lU��IUII11111