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SUMMERFIELD NO. 02 SUBDIVISION
I I 1 PLAN ly B C� p �y f� �• �, ORO C _ _ __ _� __.._.__ . .__ __ ._. ..____.. -... .M_-,.._. CURB 1 100 v r A - /2 (vert)l 2'1 ?YT. 7o6.7S 1�` -�'.r Z$y' -�` _------.-- --_-_- ___ Angle Iron NOTE: 33001b com►resive 0,OfoIU N�TuR� M N strength concrete igy.Z: 203.3 P•o.v.G= C208,$I 1 o 4 t1• �' R+ U R• M N N USE STANDARD GRATE WITH 3/e"x 2" s„� �-- ROyc zo3•S' 0 ® IRON BARS- 21O.C.` _ �..-.._. _. 1 li, I/2" ��l _-- _ _ _. _ _ __. ^ _ _ ....___ .,� — _- ^ v I � - 1� t Z rjo% V �, �1 /?V• .-: zzo so l CURB - - _... - � � --- - ,�, � Q b � C vR M ,,. � r Q M � Q � R O.V. =2 20•�/I t>• 1 �, ? o � •' °.!'�� ------- _ 1 v -1 - - -��- _ _ -- weep Or• 4 Cexse The, - •1. !?VI. - G/6-oa ^� ADO, V.C. �; � '" � �� NOTE IB"conc. out r, F\i o V /�O.V•G. . 2/S• y2 r +, V , ! ° t;110M1n. Curb eecti0n at A . I I , • r;q_hI applies also f0 , r - _ (1' rte_ 17"monolithic curb t ,/� ~\ and putter section. 1 Altornate� `4. /00Ajwna'✓•C i i c t I / pipe 9 S. D.S 09;. y 1 N I tt. ty ii ^ �• ^ 0 V ♦ 1�� pipe w ` �\ Loaot�ar� 1 s �,} -- r -ti----- �. .^ �p A , 1p - fN� N n! 14 ti ti 00 b �' �.L0r.ation 1 N ti M y �. Q 0 b W O 0 '�y '� ` RJ �J !. �` r - J `T i v • w e ,l o b till 14 N a N 1111 1. „ V V (� V j tj V V V I• V I• V �� O �; Ij 30„ V li U 1, t4 }� Q u► V N V. R, -6 _ '� II ;o''c,,,P, k M � III►; I x 1: ►: 0 Q 4 ►:i o , 0 nl b �` o '`' h �' nv'i. r. n�', _ �E�:T�ON �- B fillti ^ ►� 4 Q 0 n ^� ti y n 0 ti N O ti I o 'v O N �s ti; ' �, �. �. �. �► �+ �. �. �., 31 �. SECTION A A Q ,�,^M C p �► I �I N 1� n1 g �'� t , Ih �' n (� ^ r �I ^ I �j �� '` _ - CURB , o;" ti STANDARD Q $� INLET o a ►.1. N a Ill_ iW hHh �4, cf!cc�►ca�e� / l+'ti tS �' ��" s�I��`ty ' " ` t• , JE' 2. • I -- .:e=- }. 2 � /��lglL�x 1 vc.�T✓o✓�S r � %��l � ��,� �i�< f _ - - i _ / �• '•I� ES � I � 2 --- / � Ir n E M '.���� � �°�•. ."s' fi+` � �l�El=:p I��LI= S � �/ 7 �•�'�� �` Vc �' _ Cu,c�vE OA T/'9 16"I {` c_�u�e II I G• C[.vSs I' I p .0 cvcrl�y h,i��iM1 c'he r ' �y e. Ile �ra G• /c" L - ch• T Z--- I •4- ....- cx.z/ '�_ A .��i iG a. .,s. -:_ .D +P., � y:_ � � 5 7`VS �/� /8y 328 /l/•Sf8 //9-30 63.02 T °��' ''e= 4 �.�� p > /IJ it 't-" ,�S . • e o r e_.r• _ e ., _.G,.�.�. e.•. G.�r G • •1 • O• ,'�`7-• -- -�- G�� �SO 4/B S6 6o-i SJ•L/ S�•418 28 SO TH2OU6N .\- A o c, eo a o o c e o o G ,a c o - C�,gDm �v-d� G . a •a . ��Pl� co r ✓ O Ot9 d OCG C , n//' ! z 3' 200.0 39.29 39•Z3 19, 71 U/Z/ve wfr.' (�69 Z6,S'O //y 97 9 35 iG•98 79 68 r� VIP 6v* ro� E�1 _TYP/CAX SEcrIaO C)I, OVER ��art��cr� +� NU SCf/GE CU2C� SEGT/G/!_r ,� '� ,�i57 ti 310 NO (,ICr! OiZivE ST•,�+ 37r�, j',�i ---:372Ci T �-C3.T.PuNK kC �`C.r ?c'.7/ \ PR 37}7Zg8 C p �nl O.,rM�C/NE. y8•G•A.P• /" � rr/'Fx St /d N�L✓/✓F. r 1 �.:o""""`� - ��,�;-��= Q•O/8 1 � �90 �9 TqP I!`i/A r S/'RO..Gq,P 1N_ --- '��"++'. y$g•oa T- 193•m6 i - _. _---r, ,r,.,.� 6 6 8° y t p6.G� GuT y� �'✓.- '"'' ', Z4 33 ID LR L% /6y 2f'/ - _ =6,S�.OS/ L 292 3 S�• zoy.68 D= 161- H!9 S-8s p [. �0 3�' 7H �. \ T�•_2r-,•,'l ,,,., i� ----r - E �qs.y! ovT Lg !'T' �.1�71 _ �-"�__.-o FJN321s �• !`' ,a L (1,.�• +�, :t f ods' / _t_v.s //Jc R- ao• ala ,, \ a 3 3�,4951 �p -✓ �`.k Z�q t /0 =33.3f ap Iib / l itr `✓ t � -S3! rol % fs� � - ��. � o& �t40.x :'�.r � � \• � ` `' � � e= /ass9 JI sZ G L- /62 992 . 6�l IqS� �I /J. Z,G• + M tz r / ea 6 n .��c '' ' Ij ♦ Z• ' !:7 y$ G ./� \ ;.. 1Q rr,, r✓'C' !U� ` \ ��/+' Sti<O & N 1 Ch= !1lZ.G /y ` 6 ' /0In N ` 1tif 7? �8 \ .• '�L 1 n� s� ~Cc� ` \ `I T= B2,v� s /03 Fw •�. O ',Z+~ = ..^�EJi gB •ap 2'9 y,7 y,S rc 2 ' --.. (�_ - 'i-- 1'-NL��T,S;,-�,x�cf T C., ` A l� � , 8 r 7 :� � � 4. O - ---_r -__�...e-_•_•'. , • T� 1 m,� V ` _ •�f+2 222 -. _ / .. y+,,4 I it 6 z9 39 4- 13 \ r PP YY l+�� SA►.)�NH I�,r. +! � \ 1 I�72y7 y1'b./i2 \ „` � •, � ` 'i 1 I J , �' .,3XZ0 S V`� n •° 08'�� ' , r i s 2 �, X31- Q,G` (• c.y 3�3 1. Og• , IG. LSP CE MUS ; f�'' s. `_. .- � o' ! 1 , •' -- PRIOR T�� SE PLANS ol 9z ,✓cEt P 1 PUBLIC. WORKS DEFT. BY'� DATE -�-�� �C S' STA•/f y0' 'I ,N,� \ ✓�� � �G � ', --."' ZNLET rT 4 �L \ \ ` �� I G� ` \ r,,.."' PLANNING DEPT. S ! \ f l t DATE_ -- — z'.E.�Z BUILDING DEPT. tl _ ___._ sR M� - 2�� . \- ` \ \ - '`� COUPtTY HEALTH DEPT. 9Y DATE. /VOT.E: ` 'S III i� ,..S w \ \ \ �:� `` CITY ADMINISTRATOR I - ,` \ r 9Y DATE-- �:-`I' - _73 'S h►.1 M t ` ` �/ FG_ST /?(:AD CUl P67'U2�5 SN/-ILL r/E ;/vT(J I \ \ \ `\ 1/ ` ` J iE= Ttl WATCR DIST. BY --- GAATE-r-. `Zf�- 7� 1 /1�TG•5' Il/S T .vG S U1V)N� /2!=!E L D Q/z/V� �3 G / O _ _ - p Wes C- { Sc,E, y vec�t!►cvlstc�, St er! �"� \ J•r \ G6�ICRAL TEL.EPNON SY D `- lj T >.y E/�=T WE T" USA �` P,1c-.G�7� crJ2 S A $O ENv I \ 1 t `\ Y o gY._.._ � N• W. NATURAL. GAS BY�-� _� 73 \ I �T ✓'• ' '�7 I_ 6Y_- _ ._. GATE __.w __ DATE.._ __- .,-.. • � T. R. F. Q i / ►+zIt 71 err/ t. r .-.1r/s DESI(;N SCALE REFERENCE 111FICIPMATION AND NOTES: ,► 7 TICn;. L ,r►'rt1M I): C K GS CITY I-- TIG_O D) ��• S U MMERF ! E LD TOWNHOUSES s.w. POST ROAD ``�' �e�� • rRwcFa Boa No. too J r= =�wum= ( PHASE I) STREET IMPROVEMENTS GI(E('KI-p SHEET ` , d/tlt(�:+le II 'I I � I .�ItItIN - ;��1'�1UN.�lJl,1•: .�ti�i(?(i1:1'I1':h E�,,:>�,J .,,; k; r yrsc� ,.•r ,f �$ �,r+ .�..._ PLAN & PROFILE / P7?II.ICY.RItM-,rl'NYp:♦.,It1r REV. DESCRIPTION _ _ SUB. APPR. DATE - DATE �tn►n N•w, 1 1►�t�tr:k� t.�t., rlt•ttlat�t 7 REFER TO TRACING FOR LATEST REVISION T'�+ �kt'• "'r''""" 21�' OF �::;(PIMERF"I EI..-E) DIEL A B C D 1 1.1�" :?1 E F D .Mss..., ,....,. -W,n.wcws+n...+,. •,.-......,....-.... <........,..«....... _,..a. -�a--.> ....... _- _...... ...w..nw.M Mraw.wllMs - - ., - .. _ _ .. ..-- .. . ..._ .-..,.-. _•_ _ _ _ _ _ .__ _ _ - _ _ _ r9 d '' a I • i. IrlllIllllil~ill'Irl Illlill (Il h 11 IIII1�1 Illlllr IIIII�I�llll illllll III�III VIII) IIIIIIIIIIIIIII IIIIIIIIIIIIIII 111IIIII111'Ill 111I`�IIIIII'lifl. .11,:'hi�IIItIIIIl1I1111'11I11►�tII f .t+•w.r: I 2 3 4 5 6 7 8 9 t0 I I 12 NnTE : Ir THIS M ICROF 1 LMEr) DRAWIR; IS LESS t;LEAR THAN IH 15 Nf.T 1t.E, 11 IS DUE TO THF QUALITY Of THF ORIGINAL _ I DRAWING. OE 62 92 1 92 SZ b2 EZ ZZ IZ L,Z 61 91 LI 91 SI bl EI ZI II 01 6 6 1 9 S b E Z f r"• ./'� It!IIIUIIuuIInllnu�uuluullulllul�IIIIIIIIIlI1IIlUnlunlunlnuluulllnlnnllllll1111IItIIItIIlI111IIlllll1111IftItIUII►HI�IIIIIIIIIIIIIIIIII►IUIIIIIIIIIilllllll�lil(Illllllllllllllllllljlll�llil1�41111uuIIlIIIIIIIIIIIIIIIIIIlll1�I11llIIIl�Ililb►IIUJJI�UII�IIIIIIIII�IIUII111 JULY � 1992 t I Y l G H VE JUL 2 01973 r l � p �� c I i aob.b 210 - , I lr f D .. . .. I j •� �. � •' i r L / C7 t c t tir I ZAle, l ►,. �, 4 `+l 4 /O G 77 •v I ti r y, I�y L I ny v. `, N •; � 1 4 tt1 f c (1; } ,1 ,C � , < if \ ':f n, a �„ •'1 •:1 I `� O ,, V j{], 3J �n I'�y I r 4► ' 0 �• r i 'l 4 �• A ,• Q O �� tl �, ♦ � ^, i t• I q i WD o NJ N � ►y y,; F° I r � �t t` �?' I �� �;I ICl � �i f� f�' '. ', ''. 1� �j ,• � � !I1 GI 4 1.l t 4' �' � � � � !', ; `N�?• cai•I ' i •• x i I I I s I 1 I -2 2- �',. _ - - , ;.•�7.�•so ..;vas,�-.r',.rvE � ; �,UIIr �I. � - .. .�•;�' '; (r :'-'yf•• •-' 3•,'ci � I .�J•,* ,_N ,'ycy/3'•,at'� — � I `i , i — ^� _K• `�J`_,�"-r._.. _�.•,�+..,. • � � �• L. , ."l'�tom• .:_'fJ ,..Z'/Y' � ;r � I y - N - - S IJ ; - --- r \� z 91 , T 9 4 I Oh 1 S 1 0 1 �• M 96 03 I04 t0s I 8 99 i000 10 1 I O Z I ` ! 1 \ 113 9e. _ _ I f•' •.92 YP ouTl �' = /9 •20 ZN 1 P — T - -- Xlf f'' �/9•�c _ t rGP= �2�.30 -rr'_"_ --.... ---•----•---- _—.�.----- T T �,� ' Ie ;r 5,�6 G '3 ' _- -ot !r5'.s'.X13 r.�/� ( `, } ,-.. I �'i7 �.y. .� f 7 Z•W 'i + �) 7' I, I '�• y.� `^ i 1' f` ^ - `�"`'`- ,, E• = /6•y5 DUT , 4• y�� .. T• �=$-� 74!2.6^ Ile " 7 T I --. y/►� 5'y 6 D s' - Z O, ,_ Z,t• Z ,l I , I I _. __ —,4 4_ " •.1 I -"'Op9 T f' 90 127 12(l ' /3S /34 3 2' /3v/34 /31 J .L r� I % C ��-- 97 el , SCALkDESIGN � ��r.- saREFERENCE INFORMATION AND NOTES: SUMMERFiELD TOWNHOUSES �rer 1oB NO. ✓ kT/CAL41147ai'9 (jS4 G, CC 6210 . TRACED ( PHASE I � .� /� �� O. /.C�'.Sr 6 : - CHECKED J/�` f 1 l!i�' 8 74 Q + 500 0/ 117L73- ,5-0 SHEET C,~ o Eci,N If plc 1.t� _ \1� '�I�►�.�I�I.t: .��hi►�.t,n►'l'tc�; /• __ /• J� .�• ,rw• � ' DATEREV, DESCRIPTION SUB. APPR. DATE .vl'N�•41�' IIM ��•1 -� •/ I.rI `� �•w �,,.��V •✓ �CI �/ �V • �� �..i or REFER TO TRACING FOR LATEST REVISION 1 1 1 ( I 1 I F 0 H A C G E 13UMMERF I E:I_U 1\10 2 nF ' 9..i_i.+n.......,..._..._... ...-..s...+•...._.+rw___,.....+.. •.R^n•_^_.o..w_....s _ «.._.. ... ..___. r ? wrr .... .- .... - .. .. .._ ww•.w•s �� ..._ • w.n_r.w....«,.w - .•„+M. .:J-'..u..nw_._.-•r,._.. . ..._.. ... •..v.n+M.. _. r .r , .. -.., .• •..,..• ......,,._. ...,tie....... ;��it Illll i 1'�11� ilil II 'Ijl jl I+ �I1'I 1�1 I [II 1111 i II 11111) Ill�lli ijt�r►I 1�1�111 Ill�tll Iltlllllil►ltll ill,ililil�lll� TII�rIIIiIIIiIi ilil►I►�il►��ii 1 1� I I I i I I I 1 I I olf ` 5 8 7 9 10 NOTE: IF THIS MICROFILMED 1 2 3 8 II } a, DRAWING IS LESS CLEAR THAN THIS NOTIC6r-2T IS DUE To THE. QIMLITY OFTHE ORIGINAL w ..• DRAW ING• WJE 62 9Z 12 92 SZ tit EZ 22 1 OZ 61 91 L1 91 SI bI EI 21 11 01 6 9 L 9 S f E 2 � �II1111111u111t;II11111111!l��111�lllll�tll�IIIIIIUIIIIN�II11111►1111►�IIu11t1u1tltt1111111u11111111111111111111111t111►III►fnlltlf�INS141111Nfi(IUIIUr}r111�1Nillmlmt�nit)IIII`Ittlbut�tNllw�Ir�allu,lllu11111111111nnhI��I�iu�uuLlu�w��uulilultul�twbl11 JULY '61 19 92 _ _ _ _ Or LLQo (t) Cl r- 00 4(n ro 3 cn �s a MW-Ka i 3006 4� i. . i .-- CITY OF TIGARD, OREGON RESOLUTION NO. 81- RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC II•IPROVEIMNTS CONSTaUCTED WITHI`! SUI2ERFIELD NO. 2 SUBDIVISION. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, storm sewers, sanitary sewers , under- ground utilities and other public facilities 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, Che 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 ''ertification has now oeen received; and WHEREAS, the original performance bond has remained in full force and effect beyond the normally required maintenance period of one year, and WHEREAS, the deficiencies which were required to be corrected 01- iein have been repaired, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon, hereby accepts the public improvements constructed within Summerfield No.2. Subdivision, said subdivision being recorded in Book 33 on Page39 in Washington County, Oregon, Plat Records. A_ND FURTHER, the City Council herewith authroi.zes release of the aforsaid bond. PASSED: This L� day offly , 1981 , by the Council of the City of 'Tigard, Oregon. Mayor ATTE S': Recorder 71 RESOLUTION NO. 31- w (5 03) 639-3101 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD. OREGON 97223 March 17, 1981 J iJ fr1AR 1 ry 1� 1 tdr. R. L. Thompson City of Tigard CITY Y C,r P.O. Box 23397 Tigard, Oregon 97223 Re: Summerfield Plats Dear Bob: Tualatin Development Co., Inc. has completed the various items on the final inspection list sent. April. 23, 1980 - Summerfield Plats 1,2,3,4,5,6 April 11, 1980 - Summerfield Drive We here by request that the Public Works Department make the necessary inspections and submit for Acceptance of these Sunnnerfield Plats to the City Counsel for their approval at the Meeting March 23, 1981. Thank you for your cooperation, if you have any questions please call our office. Sincerely TUALATIN DEVELOPMENT CO. , INC. J opold L nd Development Supervisor Construction Division rr JL:j p ;Iece-,7�er 27, 1979 15300 V 110th Aver_ue Ti;,;rd, OR 97223 AttZ: Lldin Wi,ec!=n 7e: Su-:-.erfield 11, X12, 13, #4, .45 and -15 Dear ';r. :liecn=: 'ie hair, just Pini--hed :^.Ll::in., an 1nspecti^?1 or the above nhasno of Su..-^"-erfield. ?"lis is a list of items �.htch nen•+ t,7, he corrnc_erl b^Ear^_ %n cnn r.eco-trc-td, to the City Council, final acce?tance or the public im.-►rove :ants. 1. Caindrnins that. 'ia-re been hrol:en out need to be repa.re,!. 2. Curb needs to be rape fired at 10040 SIti Century Oak wive and 15925 S!I Century Oai; Circle. 3. Sidci.ol': needs to ':e re-aired at 15??5 SW Century nnt. '"ircle, at 10535 and 10570 T Century 0,11; Orive. 4. Sideralk needs to `ate extPn;led out to --et tha bikep ath 0-3 SII Durham :.oad, from S'o1 104th Avenun. 5. 3ikepath nca,13 ti be cicanzi and r--palrc,! nlon � $'i -)-urhan '?oad. 6. Dfivewiy aprons need to be repairel at 139--) a.7J 159ill S'' C^nt, Ja;: Circle. 7. All sanitary serer lines All hire to by T.7.'ed ,prrvious tics^o dated Deco^.ber 21, 1973). 02 1. ;Tee' •t~ieelc!:nir r3-1-s installe ' at the entr.--nce to the r,�creatio-3 hall, off of S.'I. Creen.3 :ray (old Post 2. rain-'.rains and aidea?1':n nce-1 to be r,ipai.rel taOne„e sub-Ii-vision.3. rr1'r�'.,'7y a?rmi and 3 idowalk melds to b^ re-:i.-^.'I it 151-10 S,i Cram7 va,. 4. Sid-;nik ne-: 15 to by ra,aired at 15940 and 15950 S:; Creens ,may. 5. x.11 sanitary serer lines will }13'.'3 to X70 :.^.'e'i �i7r^.V::lt:i �'!i0 date-j 3'. , 1773). i o ..e IT 2 1 =ber 2', 1979 1. a itary s.'_%mr 1-ines will. .t zr-7e t0 bn T.C.'e1. ::?,FI'..LD :4 1. A•1 as-built dra-AnS shoc.,n- ehan:,es is storm se er on S.1 Hi:�hlanl Drive nee•15 to be su::r-i.tted. 2. sanitar7 Sewer lines will have to be T.7 -ted. 3. ,t3—,'_inaz reed to bre tie•+ together ane a c:ltc;. baa in need, to be in- stalled at the church pro"erty behind 10025 Srl $i77'.11a:id Cc*Zve; also fill in t::e stomas -1.tch wheY� it has washed out and settled. S•re n r-.T--T,- 45 •-. istand on S:1 Gre f 1. The curb nacos to be repaired at the ..�. end of the .._en _a_ Terrace. 2. Sanitar; secn:r nee es to be T.`I.'ed• 1. Si-je-%alb{ and wheelc?lair r.---, '12e•13 to he re-aired at 157:1:3 c•r Ni"illaz'i ':t. 2 Si,'.^:calk need:, t^ he re^-iirar_' at 15715, 1.5735, 1505, 15:75, 15''n zn_' 15321) SN liiznlasd Cone_ 3. Sid'rwnik nec.33 to Ise co-,Acte_' ar tl:e end of S'' ''i-b1�-::1 Court. 4. Curb rec�!s to be re2lac:c'' at t!,e a-.Id of S1.1 71,'bland +.t. 5. Driveway aprons :s.3ds to be repairel at 15745, 15:55, 15"G09 gmd 15725 S'; Ni-,;alar_l Court. 6. Curb needs to be repaire,l at 15705 S'1 :li^,hla-:d Court. 7. P^_7airs n",! .o be ma,.!" 5:011:11 tl'.s C.:tc!7. 't 9.:1 at ti'" ..T, corner of S:. ,zi"`11ar»1 Drive and S'4 Su=serfinld Drive. S. Side-,ralks and drivevay aprons nee,l to be in3tIllei alon'l the 'P1 'ii;;lt1 1 Drive. 9. Si.dcaallc needs to be repaired at 10 00 811 :U.-OnIand -D ivc- 10. Curb needs to be repaired at 101" S' Ri:zhlald 7ri,m. 11. All sanitary serer lines need to be T.7.'ed. 12. -,.he lOL7 spot �lCt-:C+ln t1 G' CatCtl j33-,-3 at t:i_' CO^CY OC �.1 111^,h1a�1'1 l�riVQd11C3 S:1 109tIs Avem:e reeds to be corrected. I� yon have any cuc�*iun3, or upon coYrect=3n or n of 111-. afor-altioncj, ;,'_erse contact this office. Yours truly, 7. L. VO-,11,150r, %-blic 5,or7cs Tnspuctor cc: Approved ' -naniweaus `F.3ta of CO-")0i' 8. RESOLUTION NO. 75. 11 RESOLUTION OF THE TIEARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS CON- \ STRUCTED WI°THIN SUMMERFIELD II SUB- 1 DIVISION, SUBJECT TO HEREIN SPECIFIED ' CONDITIONS. (a) City .Adm.inistrar,sr noted subdivision inspection showed all improvements complete air! recd.:' e:^''e-' C' amort improvements for both (Items c 1 a the required one year IDAl.nte.nance bands :•:-::e ' Fu ; Ecr•.°�-c (b) Motion to Feopt3 CO,,1nc!.!_R:nn M0ore` 3er�; 'e' ?:y Cc•urci17an / Cook. Approved by unanimous vote of Councllo RESOLUTION N0, 75-1� RESOLUTION OF 'THE TIGARD CITY COUNCIL ACCEPTING TiZ PUBLIC IMPROVEMENTS CON•- STRUCT.?D WITHIN SUMMER;9LD SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS. (a) Motion to adopt,, Councilman Moore; sec6nded by Councilman Cook„ Approved by v•)te of Council" 10. CONDITIONAL USE APPSAI, - STARDRILL COMPOTT Appeal by Starr'rl I •_ Co ,,n*\y of P'..kn^.'.F!_; Co" '.Pr.. Mr. .,.ei'.. '_ of a conditional use iecuest to nllcv '�"G:;'eFr�e '.�ti':",:t�nti� outside pdtorage on M 4 Industrial ]?ark zoned site located at 9806 S,W. Tigard Avenueu Tax Map 20 2BA, Tax Lot 300. (a) 8:00 P.M. Riblic Hearing. (b) Presentation of facts and /taff fa.ndings t•y City Planner. Mayor Bishop reported Joey/Schulte of 10065 S,W, Johnson Street had verbally protested the proposal. TESTIMONT PROPONENTS,. Bob Steuben„ repreebntative of Stardrill Company. Council cross exemineC. Mr„ Ste': .f No test—coy ny opponentc Pub]I.e rearl.ng c-,cse'.. City Plenner prese:r .ta • of Testimony was discussed by Council. (c) Motion by Co,incilman Barkhurst that the cin-1itiorRI use be approved to ai on staff findings with the following conditi-ins-, 1„ Arrange with developer„ subject to site development plan review, to provide site obscuring screening for those pisces of heavy equipment that cannot be stored Inside,, All parking requirements are to be met in the compound to be provided and must not either obstruct traffic circulption or usurp required parl-ing. PAGE 2 COUNCIL MINUTES • MARCH 10, 1975 CITY OF TIGARD, OREGON RESOLUTION No. 75- �S ki',01.111'I0N OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WIFHIN SUMMERFIELD II SUBDJ_VISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS. WIIFRF.AS, the City of Tigard Subdivision Ordinance requires subdividers to in,tall streets, sidewalks, street lights, storm sewers, sanitary sewers,--..underground ntillties and other public facilities for the development of subdivisions; and WHERF'ASO the City has required the payment of fees, the execution of a cash h..od escrow agreement and the execution of a compliance agreement which stipulates that: "Upon receipt of certification by the Department o4' 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 WIIF'RF.AS, the said certification has now been received; and 1,1111+I.AS, the developer of said subdivision has specified, via Exhibit "A" , tta( l d hereto, a desire to maintain the existing cash bond escrow agreement (p(tfor-ance bond) in full force and effect, in lieu of submitting a separate inr n:rnco hond, throughout the required maintenance period of one year. NOW, 1HFREFORE, RE 1'1' RESOLVED that the City Council of the City of Tigard, Oregon hereby ,urepts the public improvements constructed within Summerfield I1, said subdivision plat hoing recorded in Book 33, Page 39 in Washington County, Oregon, Plat Records, sohlcct to: 1.) Continuance of the aforementioned security, in full force and effect, for a period of one year from the date of this resolution, for rorrcction ofeficiencies andmaintenancepurposes. PAti1ED: This day of M Z7 C.H , 19 5 , by the Council of the ( f ty of 'ligard. MAYOR - City of Tigard Al I F S1': II1 itttlrllt- [:1 ty of Tigard 1� kF`OLUTION No. 75- i TIGARD CITY COUNCIL REGULAR MEETING 1rIAPCH 10, 1975, 7:30 Y.M. FOI-ILER JR. HIGH SCHOOL LECTURE ROOM AGENDA: 1. CALL TO ORDER 2. ROLL CALL 3. PLEDGE OF ALLEGIANCE 4. APPROVAL OF MINUTES, FEBRUARY 24, 26, 1•.".RCH 3, 1975 5. WRITTEN COWdUNICATIONS (a) From P.G.E. re Pacific Highway e ectric utilties. 6. CALL TO AUDIENCE FOR THOSE DESIRING 0 SPEAK ON NON-AGENDA ITYMS. 7. APPROVAL OF O.L.C.C. APPLICATIONS (a) Betty V. Corrigan, Poor Shoes Mexican Restaurant RMB Application. Nest 11445 S.W. Pacific Hwy. Jim & Sally Kwong, Key , DA Application. Shakey's Inc., S.W. Pacific iwy. near S.W. 69th R Application. (b) Recommendation of Chief Of olice. 8. APPROVAL OF EXPENDITURES & INV71.1T,!11TS: .'57s:&!--,7'3 9. AUTHORIZE EXECUTION STREET DED CATION COM143LIA110E AGF.L'EidENT FOR 5.;9. 6Eth & PARKWAY (FAR1rRS IRIS. (a) Recommendation of City A ministrator. ' ---- �10. RI:S0I.UTIOId 110. 75- RESOLUTIC:11 Oe THE TIGARD CITY CCU:iCIL ACCEPTING T:Ii. PU3LIC I:-1" 1CY:," f CONST:tUCTE1 1.113111 SU: .-jRr - iI I SU3liIVI5I0??, SU?JLCP TO :I":=�:I�� SPECIFIED CO:1I,I"IC'15. Recommendation of City AdministrPtor- 11. REFOLUTION NO. 75- RLSOL TION OF T'?E TIGARD CIT`- - ACCEP II;G T:iE ViBLIG II iPiiGlr" CONST UCTED '•;I'ialii -- DIVI IC14, SU3JLCT TO HS-RLIi1 COND TIC11S. (a) Recommendation of 'ity Administrator. 12. CCNDITIONAL USE APPr A:j - 5 RDRILL C01-1PA11Y Appeal by Sterdrill Compan of Planning Commission dr:nial of a conditional use request o allow wholesale distribution and outside TigardoAvlenue,ntaxtiap12S1r2BA,nTaxSLot 300E:ted CITY OF TIGARD, OREGON PHASE iI 6UBDIVISION DEVELOPMENT PROJECT (P,W.) Procadure Check List 1 , FILL JNITIATED.... ........ ................... ............ a J2 h9 /_72 (1) Supplementary sheets attached,.. , M 11 . SUBMISSION OF PRELIMINARY PLAT:, (1) Pending Planning Commission action..- -.,..,1111 ap (2) Approved tentatively by Commission. .,,..,.....,. IN 12 72 (F.D. Approved 2/12/73 by Planning Commission) 111 . SUBMISSION OF PRELIMINARY CONSTRUCTION PLANS: (1) elan Check comm•;.c% d• .... ...1 1 , . . . ,., . .. . IN 7—Z.20L73 (a) Revisions req ui.red.ESewr-Rlam)-(.1,As,Gbe gedg (b) Stamped, approved for construction... . - pp 5_Z3_Z-94 (2) Utility Co. plans re_C91VP.d,-,,, (3) :mprovement cost estimate received....... ...... IV. EXECUTION OF PROJECT DOCUMF,NTS: (1) Contract documents drawn; (a) &R%PAJAn2FcArtJ� L°igned. ,_...,111 1. 00 L11 74 (b) st�ws+sar+o -�e++a signed......... ... .... 0 1,_114/ 7 )2) Permits 6 Licenses acquired..._. .. ........... ❑ (3) Easements obtained b recorded.. ❑ (4) Deposits nade.yaidlal.TiuLL,Tian.,#10].31,........... M 5 7, V. SUBMISSION OF FINAL PLATT (l) Review for conformance commenced: -...... ....... (a) Revisions required....... ........ ... ... ❑ (b) Approved s. signed by Comm. Chairman.... p (c) Resubmitted to Commission. . . . .. ... ..... ❑ r Res.No. Approved.... . . 1 (2) Approved and recorded by County Surveyor....... A A3_3P 39 (3) Address 's assigned. ..... ......... K] Vi. COMMENCEMENT OF CONSTRUCTION.., Ij �L_I'j L73 Note Inspection sheets and construction/ Inspection check list (attached) for progress. VI1 . FINAL INSPECTION OF CONSTRUCTION...... ...... . . . . ... .. .... (1) Pending correction of deficiencies. ..I.. ....... n (2) Not acceptable, construction deficient. ........ ❑ (3) All construction items acceptable.... .......... E] VIII. EXECUTION OF FINAL PROJECT DOCUMENTS: BOND NOTE: Perform. bond to remain in effect (1) Maintenance Bond signed.. ...1111............... ❑ _� Z �2) An-built drawing received... ...._ b 13) Final report. to Council issued. . ...... ......... ((j IX. CITY COUNCIL ACCEPTANCE OF PROJECT IMPROVEMENTS. ........, � j,L. 1d 75 MAINTENANCO BO`.iD EXPIRE?;, 3(lob 76 See Bund note. I r l3 l b 1975 (503) 634-3101 L_Z CITY OF TIGARD TUALATIN DEVELOPMENT CO., INC. 15300 S.W. 116th Avenue TIGARD,OREGON 97223 February 13, 1975 Mr. Nick Heibert Director of Public Service City of Tigard Tigard, Oregon 97223 Dear Mr. Heibert: In reference to the Maintenance Bond amount for Summerfield Phase I Construction, the original Letter of Committal from Benjamin Franklin Savings and Loan setting aside the funds for construction, also more than adequately covers t1 ,b,-U 0Wmaintenance amount that was submitted by / our office. to As per your request we are submitting this letter to re-affirm • and to eliminate any 'liability from maintenance standpoint of 1t ` the City of Tigard for a period of one year from date of }� acceptance by the Tigard City Council. Yours truly, TJALATIN D Opm CO., INC. oy BraS+n � RBIve Vice President - Construction tA 17-1 �• I� C r6f� �` -rl���P �_1r� r �4 L .t t- v� IV" 2 �✓^ wt Se ?��1 f�cr-vv,e c � e c s � v 7 e c f t l `!'V` \� )� a �' r r I _ r (503) 639-3101 TUALATIN DEVELOPMENT' CO., INC. 15.100 S. W. 116th Avenue TIGARD, OREGON 97223 February 13, 1975 Mr. Nick Heibert Director of Public Service City of Tigard Tigard, Oregon, 97223 Dear Mr. Heibert: In reference to the Maintenance Bond amount for Summerfiold !'hase I Construction, the original Latter of Committal from Aenjamin Franklin Savings and Loan setting aside the funds for construction, also more than adequately covers the $17,436.56 maintenance amount that wns submitted by your office. As per your request we are submitting this letter to re-affirm and to eliminate any liability from maintenance standpoint of the City of Tigard for a period of one year from date of acceptance by the Tigard City Council. Yours truly, "JALATTN D UOPMENTCO., INC. r• y IrV Ra: e foe President - Construction EXN/a,r - .�tJi»ir7t 'F/ELIC Xl CITY 0 TIGARD �u6d1�1 DEVELOPMENT DEPOSIT FEE COMPUTATION SHEET ('JFST NAME ` PROJECT NO. {.!!TS 97-140 (1) FROJECT FEE (City ord. 68-48, Sec, 10, Por.°AII); a)Total estimated improvement cost ... s4,-87s_1z b) less eon. sewer eat cnnst cost $ 111,431.&CAdjusted improvement cost _ $ r 441ss subtotol) c) .018 X /`.441,LZ a . . . . . I . . . . . . . . . $ 244.!.2 sabfotai (2) SEWER FEE ( U.S.A. res. TO-12, Sec 9, Par."B"): a)Sewer plan check fee 8 inspection fea -----� 1) 11 10.00 X - . \` [0rJ (no. of 1014.) rti,01- 0, 2) 100.00 min Q et >}Jr bl Permit fee 8 connection charge paid . . C3 � 3 9 0 Sewer district contract surcharge paid O (district nam*--. Slur ,) (3) STREET LIGHTING FEE ' o) P.G E. lighting schedule no b) Mthly rate option no. Itype Of'Ight Iumens I 1 X type of pal• (mthly rote) (no.of lights) III X = --�— �—--J (mthly rate) (no of lights) + lyr a 12mth'a (subtotal) 2yr = 24mth's (subtotal) (no.of mthf) (4) SIGN FEE (Item 1-installation) (per sign) (no of sign) • '; I,:,. . 4_ir...,�, STOP �i._ X a ;P RESTRICT OCCJPANCY $ X —_ 9TREET SIGN X = BOMB STOP/ST.NAME X = 5A2, NO PARKING j �s:� X r.�it� * `#La`(S— m HCl—type] X misci type) � X .►�[ 230. RECEIPT NO 1f•1%. IIATE PAID :hack .. �Z cash l7 014AND TOTAL money order (3 Insert sewer,street, :r aohd' isinrl 1 AL HARRIS - MCMONAGLE A MATES L 1EUUr`% 00 IF MUSSE DUML � 8905 S.W. Commercial Street TIGARD, OREGON 97223 DATE � � JOe NO (503) 639.3453 ATTENTI � RE GF NT I I MEN. WE ARE SENDING YOU Attached fJ Under separate cover via_ the following items: Shop drawings Prints ❑ Plans O Samples Specifications Copy of letter ❑ Change order Cl --1r1 DATE NO. DESCRIPTION l - - .......... TFiFSF ARE TRANSMITTED as checked below: For approv,l Cl Approved as submitted G Resubmit--copies for approval For your use ❑ Approved as noted 0 Submit—_--copies for distribution As requested ❑ Returned for corrections ❑ Return. _--corrected prints For r—iew and comment FOR BIDS DUE _19— L] PRINTS RETURNED AFTER LOAN TO US Rr MARKS --- -- _-- ----- ---- ----- ----- - --- - COPY TO- SIGNED: Ir enrlo.:ures are not as noted, kindly notify to at once. !T- ------� -Poo sw how aima spot w;0*iRdftr Z-8'I_,gs ;.� Say-nw�Gr4lllt,.�d ,� 47�i.( Z CIDSw rnrM�r;I t /c�I 4 �tie+�tw►�t_f,.t/s+/ a r C Dt Pte• T 7-11 C STS ' :' 1.�4.1.!"/XJf ,0/21-7 et/sfa.14-10- 74� - � �:• :_, � ter..- ._ _ M ✓ C c t�'! �s;� c...�E'✓o�'� (4r Ze 44a•f- f March 6, 1974 Mr. George Marshall 'hialatin Davelt.pment C,., Inc. 15300 S.W. 116th Avenue 'Tigard, Oregon 97223 Dear George: As you %now, we have been trying to clear up all loose ends pertinent to the Summerfield projectl more specifically those portions, thereof, known as Summerfield Drive, Summerfield TI and Summerfield III. Subnequ(-ntly, to #enable City issuance of approved construction plans, the following fees must be paid - to wits 1.) Sumaerfinld Drive $2,621.98 Permit fee � + 660.00 Sign fee i`j $3,261.98 Total Due l , ` i 2.) Summerfield II $246.62 Permit fee F 230.00 Sign fee v7 -' $476.62 Total flue � f` '1k 3. ) Summarfield III $222.66 Permit fee G + 115.00 Sign fee $337.66 Total Due All required sanitary sewer fees (applicable to the above project portions) have previously been paid. Very truly, Nick Hieb,?rt Director of Public Services ra'Alities f j rc: tiar.ris-McMonagle Assoc. , SUBDIVISION COMPLIANCE AGREEMENT THIS AGREEMENT dated the 1201 day of Describer � 1973 � between the CITY OF TIGARD, a municipality of Oregon, hereinafter � termed the "City", ani p ioint venture: Tualatl-P�Xlclent�o�,�oc. and Er�Il)SailL.itJ'Y3SS D raISQt1,�DSh Nein, Orpgnn QxA11Q __ hereinafter termed "Petitioner", W I T N E S S E T H WHEREAS, Petitioner has applied to the City for approval for filing in Wnshington County, a subdivision plat known as SUMMERFIELD 11 located in the Southwest quarter of Section 11, TownshlD 2 South,_Ran�e 1 West, Willamette Noridian, Washington County, Oregoni and - WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to in^tall streets, sidewalks, street lights. storm sewers, sanitary sewers, underground utilities and other public facilities for the development and requires the payment of fees; and wilERFAS, the City has approved and adopted the standard specifications for public Works construction by APTIA Oregon Chapter and t:he Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision developmentt and WHEPEAS, the public improvements required to be constructed or placed in petitioner's development are incomplete, but petitioner has nonetheless requested the City to permit progressive occupancy and use of property in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that the public improvements will be installed as required and completed within the time hereinafter set forth, NOW, THEREFORE, in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1,) Petitioner shall proceed with the development, with the intent and purpose to complete all public improvements except side- walks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petiticner is hereby bound to comply with all subdivision standards as set forth in said Subdi-ision Ordinance and the standard specifications adopted by the City of. Tigard, or as may be otherwise approved by the Public Worl;s 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 requiremc,nts and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form itpnroved by the City, with liability in the amount of $34_"12_ _ a copy whereof is hereto attached and by i:his reference ma.do a part hereof. (3) In tl.e event that Petitioner shall fail, neglect or refuse to procoed with the work in an orderly and progressive manner to assure comhietion within the time limited, 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 sureties and in the event same be not paid, to bring an action on the said bond to recover the amount thereof. In the event such action be brought, Petitioner and Petitioner's sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and costs incurred by the City, both in the Trail Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce_ against the Petitioner and,'or Petitioner's sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's attorney's fees and costs, both in the Trail Court and Appellate Court, if any. (4) Petitioner, concurrent with the execution hereof, agrees to deposit with the City an amount estimated to equal rental and maintenance fees with respect to the street lighting facilities within the subdivision, according to Exhibit "A", 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. (5) The City agrees to make and provide periodic and final inspections and in the City's judgment are neces::ary to assure compliance herewith, In consider- ation 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 230.00. (7) At such time as all public improvements except sidewalks and street trees within the subdivision have been c-npl,:ted 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 Pub. ic Works that all requirements of the City have been met, the Petitioner will submit to the City a good and sufficient r•dintenance bond, if not already provided with the performance bond, form approved by the City in the sum of $1.7,436.56 to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year after final acceptance of the public improvements of 'aid subdivision by the City. (8) Upon receipt of certification by the Depnrtment of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council 6grees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year as here.nabove set forth. (9) That in addition to or supplementary of the requirements of the City's Subdivision Ordinance and the provisions hereof, Petitioner hinds itself to conform to the following requirements, scheduling and limitationst a. None of the Lots of petitioner's subdivision as above described may be occupied for residential purposes until an occupancy permit is issued under authority of the City and no occupancy permit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk paralleling the street for each developed lot proposed to be occupied, is installed as a part of the development= provided that all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision not later than 3 years from the date of this Subdivision Improvement Contract. b. All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) as required, shall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and application for occupancy permit occurs within any calendar montt. from October to April of any year, such hlnntinba may be deferred until the next following growing season. In any e�,ant, all lands_afing trees in all areas shall be planted and in place within the entire subdivision within three (3) years from the date of this au!1division imvrnvcment contract. C. A one (1) inch Class "C" asphaltic concrete overlay shall be placed, within )ne year (1) after final acceptance of the improvements, cn all streets in said suhdivision. -2- i i (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 -,,aid 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) T►.e specific requirements of Paragraph 9 hereof Shall for all purposes be included as a part of the obligation secured by the aforesaid performance bond and the City shall be entitled to recc,!rse 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 undersigned officers pursuant to resolution of its [Board of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Councadopted at a meeting thereof duly and regularly held on the IV day P of l „ _ _, 19 -1, has caused this agreement to be executed by its Mayor a d Recorder. TUALATIN DEVELOPMENT COMPANY, INC, Byt , (pies.) _(Sec.) FRANKLIN SERVICE ORPORATION Bys ��` �_ I (Pres.) BYs (Sec.) THE CITY OF TIGARD, OREGON By. Z-ait-C.-o' Mayo r• Byi t/. v- Recorder .3. s'rATE OF OREGON } ss. County of Washington_ --) On this _12th_ day of December_- , i9 73 , before me appt.red Ronald B. Sorensen �- and _ George J. Marshall both to me perscr.all.y krcwn, who being duly sworn, did say that he, the said —Ronald B. Sorensen is the ,---- President, and he, the said Geor J.—Marshall -----.George-�-- -•�--_---_.__•_-�-_ is the Secretary _ Of _� }lal atio� �l ggm�111 S'co:'-L "---------- the within named Corporation, ind that the seal affixed to said instr:,ment is the cor- porate seal of said Corperation, and that the said instrument was signed and sealed in behalf of said C•:tpotatiun by authority cf its Bcard of Directors, and Dsgrn� and ._George J._Marshalh N acknowledged~ said instrument to he the free att ar.d deed of said Corpnrntion. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last above writter. Nota Public for Oregon My Commission Pxpi:Ps_ January. 16, 1975__ STATE OF OREGON ) ss. County of _ 11tp-mh_�__�) On this _ 13 day of _ Decenber` _-� 19 73 , before me appeared end`_---J�l;ri_IjQD__�_V--------�.� both to me personally known, who being duly sworn, did say that he, the said _ Louis Scherzer ir, the __ President, and he, the said Ken Lien is the Secretary_yr________ of �_� ______ the within name Ccrper2tion, and that the seal affixed to said instrument is the cnparAte seal cf said Corporation and that the said instrument was signed and sealed in behalf of 5Ald Corporation by authority of its Rcatd of Directors, and _ _L_o_uisSeher2_e_r And _1Cen I.iea _- _ arknnw!.edged said instrument to he the free~ act and deed of said Corporation. IN TESTIMONY WHEREOF. I have hertunto set my Lind And affixed my t'11cis1 seal the day and year 1 st A Y,tery Public (it ficgon ��� - ---- My Corry^i s t i c n i .p i t e s __6/15/74 ripoiate Acknowlcdgtmenl STATE OF OREGON 1 ss. County of _M_aS.}11D_q_t On this 6th day of Rn_,Ianuaxy__ . 1()__74._. before me appeared Floyd H. Bergmannand Doris_Hartig_ both to me personally known, who, being duly sworn, did say that he, the said —__Floyd H_Bergmann _-- is the Mayor, and she, the said Doris Hartig__ is the Recorder of the CITY OF TIGARD, a ruriciapl Corporation and the said _ Floyd-H-. Berqmann and Doris Hartig___�_____ acknowledged the said instrument to be the free act and deed of said municipal corporation. I" WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, this the day and year in this my certificate first written. �C o1aN ryublic fot'O"rrgon / My Co mn ssion Fxpi res, `�– _ City Acknowledgement (5 03) 639-3101 TUALATIN MVELOPMENT CO., INC. 15300 S.W. 1161h Avenue TIOARn,OREGON 97223 October 15, 19T Mr. Nick Ifiebert, City Engineer City of Tigard Tigard City Hall Tigard, Oregon 97223 Dear Nick: Relative to the street lighting system for Summerfield, we propose the following program which we feel would make fc,r an exceptionally aesthetic area as well as illuminate the development toe most satisfactory level. As you know, we have been trying for some time to come up with a proposal which would be satisfactory to the City, to the Power Company and to us as the responsible par+;? for the creation of aesthetic values for future residents of Surnmerfield. We have entertained numerous and varied proposals to accomplish these goals, however, we believe that the program as now con- ceived will beet serve nal concerned and will greatly help Summerfield to be one of the finest residential communities in Oregon and thusly be a great asset towards makinr; Tigard known as the finest area to live in. Attached is a master plan of Summerfield. On the plan we have indicated where eve h.,ti.,ve the approximate locations of the street lights should be. For example, on Summerfield Dr've wt i,eve locat-d the lights on the South side of the road and approximately 150 feet on center. Further, we propose that an additional street light ue placed at each and every intersection where a street sign would be located. The street light pole which we propose to use for the above mentioned location is of cast aluminum anu made by Charmglow Products. The lamp itself is .made by The Welshach Corporation, Both of theme items are on display in the island on S. W. 104th, off Durham Road. The lamp bulb which we propose to use to 203 watts. It has a long life of 6, 000 hours and puts out around 2,900 lurnens. The lamp bulb is :lear (not frosted) and the glass in the lain;., fixture is also clear, thus producing more than enough illumination for thi; residential development. Mr. Nick liiebert, City Engineer 'riga rd, Oregon 97223 Page two The balance of the secondary and tertiary streets in Summerfield are to be illuminated with individual post yard lights placed approximately sixty feet on center and lite with a 100 watt long life clear bulb. The fixtures them- selves, will be architecturally pleasing and uniform by area. We expect to install the fixtures at our expense as will as to maintain both the fixture's and the lamps at the expense of the Summerfield Civic Association. rhe electric power to operate the yard post lamps will be borne by the individ- ual residing tenant, however, we would expect the City of Tigard to absorb the puwer cost of the major street lights. Attached are copies of the Summerfield Declaration of Conditions and Restrictions and of the Summerfield Civic Association By Laws which allow Hit, Civic Association to accept this obligation. As you will note, annual assessments are charged to each owner to finance such service. We sincerely hope that this program meets with your approval as we would like to proceed with ordering the street lights and installing same. If you have any further questions, please contact me. Very truly yours, TUAI��IV DEVELOPMENT CO. , INC. L. . George i, Marshall, Vice President (;1 M:fa Friel. Avoid Verbal Messages A-1 CITY OF TIGARD -------- r— I _ --� Prom ubject;_ u cr+is1sL_ Date:_-- WPM J /l Jf 1� ? l /�\ N�Gd 4vw1(JII?v�cC A*ir[�vHR.�T !n L'%�HCr 3�csH�'�, I'l w�TI i , � e2 S (� 5r_ti:C ► s rrp, �, 3 ueks s"4?64 r1Zr CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. - PROJECT TITLE:- DATE PROGRESS TO ')ATE : «-7'--�-�L-'- j�- SPECIAL PROBLEMS: EST % PROJECT% ITEM COMPLETION' -- If INSPECTOA �'= CITY OF TIGARD, OREGON CONSTRUCTION ANSPECTION (P.W i PROCEDURE CHECK GIST NO'lu: UTILIZE ONLY clearly marked APY('.OVED PLA S Flln re�isions, change orders, specifications, etc. : I. SANITARY S WERt (A) Commenced install-tion. . . . ........ . ........ (J 9 /5 /71 (B) Completed installation. , . .... ® 9/14/73 1) As-built field notes filed........... ❑ a) Cory sent to engineer.......... ❑ / / �) As-built field notes received....... ❑ a) Filed in project folder......., ❑ (C) Inspected and Tested.. ® ji /lA 1) Test nomonographs filed.............. (D) Tentatively accepted by City.. ............... ❑ II. STORM SEWER: (A) Commenced installation... ., . . .. . . ® 9 /O6/73 (B) Completed installation.. . . . . ,. , . ® in /ta /73 l) As-built field notes filed........... ❑ (C) Inspected....... . ... . , ..,................ ..... ig (D) Tentatively mccented by City,............... ❑ III. CURBS (A) Commenced inntallntinn Co in /1''_73 1) Bench Marks set.................... .. ❑ 7) Bench Mark locations filed..... ...... ❑ (B) Comnleted in,tallntion...... ...............,, ® io (C) Inspected. (D) Tentatively aceerted by City........... ...... , ❑ IV. STREETt (A) Commenced Grading.. . ® - -7-=-73- 1) Sub-grade inerected.. ,, . ,.......... a) Test data filed,_.... ... ❑ b; T,antatively accepted by City. ❑ (B) Commenced rocking.... .. . . .. ........,, ..... . 9 / 1) Sub-h_#sc, inspected.. ................ a) Test date filed.. ....... .... . Llb) Tentatively accepted by City. p (C) Commenced Paving . .. . .. I.. . ....... .... ... ... . ® ll� 9L/ u 1) Paving inspected. .................... M / / a) Test data filed, ....,, . ❑ b) Tentatively accepted by City. ❑ / (D) Street tentatively accepted by City, .....,... ❑ V, PARKING LOTt _ �a- Commenced grading... -.t l.I................ . ❑ ..�"�,... Sub-grade inspected. U a,),,_ Test data filed.. ........._ ❑ b) `re0tively acFP_Ptffd by City. ❑ (R) Commenced Rocking.... .` ! ^ 1) Sub-base ins ed..... ❑ ! / e) ht data filed....... [3��r. Tentatively accel+ted by Ci• ow w M CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT PROJECT INSPECTION SUMMARY JOB NO. /I CT TIT PROJE L.E:- DATE . /�' ------- PROGRESS TO OATE : X.)6 &nnv/ SPECIAL P R 0 B L EMS fz--77T a EST % PROJECT/ ITEM COMP!E-ilOW- PIP. INSPECTOR&4 i CITY OF TIGAR'D, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. PROJECT TITLE: DATE' 3 --- —---- - ------ ---- PROGRESS TO DATE : Sc,/t3'al'91f- SPECIAL PROBLEMS; �41 �___. -� �= �- — -yX—Tv 7 EST % PRC)JECT,- ITEM COMPLETION' /0-e !-L;,rrf.'Z --- fpliri TT, IN SPECTORef CITY OF TIGARC, ORE . ENGINEERING DIVISION , P W. DEPT. PRaj►=CT INSPECTION SUMMARY JOB N0. — _ — — -- -- _ PROJECT TITLE' ti �� ��Fer�i�S6 DATE:ZQ--aG —7 — -- PROGRESS PROGRESS TO DATE : r olG. A.1 �«"�' SPECIAL PROBLEMS' EST °/r, PROJECT/ ITEM COMPLETION' I N SPEC T O RL���7� CITY OF TIGARD, URE ENGINEERING DIVISION PW DEPT JOB PROJECT INSPECTION REPORT NO_ PRO JFl,, TI _ ._ DATE P R O G't ES S: ' O/ C-•, � A92~5 . toe ._ 'VOTE S: • I `,.FEATHER; S IN My NMR'. CITY OF Ti GARD, ORE. ENGINEERING DIVI-10N, -' vv DF-PT PROJECT INSPECTION REPORT J08 NC, PR.7JEC; r UA?AtE./z � /� DATE:.._®.; 5_- --- -- -- -- -- --- a PROGELLSS t#C C", I.JATeez- A404-144-14146 NOTES ' _ 17 f INSPi: -OFA �I v CITY OF TIGARD. ORE ENGINEERING DIVISION P \V DEPT. PROJECT INSPECTION REPORT • JOB NO. _ — -� PROJECT TI _I1/nLAE— PROGRESS' - NOTE FFG/7 - -- ---- i PROGRESS: _ �-���' ..�� r�.✓�;' '7bL' --._. ___ ,Q CITY OF TIGARD, ORE. ENGINEERING DIVISION, -IVV DEPT PROJECT INSPECTION REPORT J 0 9 NC, / - --- PROJECT—*� --. : 0��rn� DATE: PR O G R c.S S CtJEs; � o v NOTES : WEATHER C117 Y OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J 0 B N 0. -- ---- - PROJECT TITLE: L//1?/Ylf_,�tYE(�� t=ROGRF,�S TO DATE : PFCIAL PROBLEMi: - EST. % PROJECT, ITEM COMPLETION' _6R,41, --swx INSPECTOR-/1.(/ �_ CITY OF TIGARD ORE F-NGINEERING DIVISION PW DEFT. PROJECT INSPECTION REPORT JOB N0. - PROJFCT TI' DATE:L--1 L— 23 PROGRESS: NnTF S: WEATHER; IN CITY OF TI GARD, ORE. ENGINEERING DIVISI'JN. -' W DEPT PROJECT INSPECTION REPORT J09 NC _ .- ----- _ _-----.. —___v PROJEG T- DATE:PROGRI,:.95 ,CJo l�T�v�T'Y_iap NOTES : I WEQ1NER O _� �_ CITY OF TIGARD; SURE ENGINEERING DIVISION PW DEPT. PROJECT INSPECTION REPORT JOB NO.-. ._ PROJECT TI' - DATE:&- __.__ ___ __--_--_.. _ • PROGRESS: _'� /4- f..QT !VOTE 5:.._ _ 14�ATHER; IN a1rs+�v.' w_ .�r.'w_ir-,n v.�/wMwnlll r�\111! CITY OF TI CARD, ORE. ENGINEERING DIVISION, 1'W DEPT PROJECT INSPECTION REPORT JO9 NO. rROJECr. 7 _ _ Am� Jr DATE: PROGRESS 1 ,� '-- $f1 �� ���.____�_�p© .. • ---- NOTES ' WEATHER IN9PC OR CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J 0 B NO. PROJECT TITLE: lr►'� f�i�LO _ D A T E:162-12-7� -- ---- - --- - _---- __ r=ROGRESS TO !)ATE '. SPECIAL PROBLEMS: EST. % PROJECT/ ITEM COMPLETION .l l�' stew_S;pcvgor-____-- INSPECTOR/ ` CITY OF TIGARD, ORE ENGINEERING DIVISION PW DEPT. PROJECT INSPECTION REPORT J0B NO--,.-.,- . '.0 1 X PROJECT 0_ ._._ .- PROJECT TI' 6-y'm0-fC.e-I[4<3% -- DATE: i_P___ PROGRESS' - NOTE ROGRESS: _NOTE S:- WEATHER::,_ LYE OTHER• CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW DEPT PROJECT INSPECTION REPORT J09 N0. PR0JECr_*9- .... -- -. ------ DATE: Q�: -' I - PROGRESS N01 r_r : WEATHER X _ _ •,..wr..rww.:wr�..r...w.. •rwa .r....uwa rw..•r�++r�� CITY OF TIGARD, URE ENGINEERING DIVISION PW DEPS. PROJECT INSPECTION REPORT . JOB NO - -_.._ F'OJE�tO7 DATE: g-'13 - -- - PROGRESS: r NOTE WEATHER: IN -00 r ._.+�..�yyr..+..•��+ra��p. .«.«..r....�.��.�rrw r�rr.•.✓,a�.+...w CITY OF TI GARD, ORE, ENGINEERING DIVISION, ►'W DEPT PROJECT INSPECTION RET'OR'T JOB N0. 01— PROJECT DATE: j�- � PROGRESS NOTrc, : WEATHER d J�—_�_____ -•-.--------..___�_ .________._..-- -- _ ....._.., INSpL''. .'OR CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEFT. PROJECT INSPECTION SUMMARY JOB NO. PROJECT TITLE:+- �� �� ��J�` - - DAT E:/-V--T- 3 s-'ROGRES SPECIAL. PROBLEMS; _ - EST % PR C;JECT, ITEM COMP'ET10N' INSPECTOR _ / - DATF REFERENCE. GROSS DISCOUNT PREVIOUS PA�ANCE _ R E M A R K 5 AMOUNT BALANCE SEWER I NSP . FEES f.P 413 109 540,0 C 540,00 ys -- _ -1-- -----�- _. - --------------- PLEASE -----PLEASE DETACH TWALATIN DEVEI.OPMENT CO.. INC. THE ATTACHED CHECK THIS REMITTANCE ADVICE IS IN PAYMENT OF 1HE BEFORE. DEPOSITING CHECK 19300 S.VV 1 16T�4 AVENUE ITEMS LISTED ABOVE TIGARD. OREGON 97223 � s CITY OF TIGARD ORE ENGINEERING DIVISION PW '.)EPT PROJECT INSPECTION REPORT . JOB NO_ _ PROJECT TI dX) _ � x S DATE.: - P R 0 G R ES S: _1j 31✓ ._-._.._ __ —_. _–_ ,. GTE , 1r-ATHE -_ -- - --. .. -I .� r..�_.�.. w..rr....r .=nowwr . ..A..wy -MM .•�•A.MMwMMA1 CITY OF TI GARD. ORE. ENGINEERING DIVISK-)N, PW DEP' PROJECT INSPECTION REPORT J08 NC. —- -- -- -- -- PROJEG Ui71/Y� ��ELD_ �/TZJSE s I DATE: cry - 4-7 /� --- ------- --- ` PROGR .SS /TT NOTES . 1 - _ W E A T HER ....... mwmmi CITY OF TIGARD URE ENGINEERING DIV-SION PW 0 PT. 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OE 62 82 12 92 SZ 02 EZ ZZ IZ 02 61 81 LI 91 SI bl EI 21 II 01 6 8 L 9 S b E 2 r�11111111111111UIlUII1n111L111n111111111111111111111111111111U11u1111LII111,1t�11111UIII111111111111I111111111I11111111f111111'tl hi'lI111111u11u1111u11:1111111t11111I111111111I111111111I11iIIII11I1111111u1111111111111N11111111111n111uI1I111111t11111111n11U11+1!„11,1111141411I111N11 +air ,arr MULMIAMN i CITY OF TIGARD URE ENGINEERING DIVISION PW )EPT. PROJECT INSPECTION REPORT JO0 NO..-.. PROJECT TI - D A T F -- O R O G R E S S: �Y r TE ��.e T "97� IN �1ry.. �4•w . .•w uN•'� o• •M�r-s� . '.f.•MIM\1k� CITY OF TI CARD, URE. NGINEERING DIVISION,, -'* 0EF' N� PROJECT INSPECTION REPORT i PRO)GR'. SS 51-A p wr.ATNEk C1 --- CITY OF TIGARD URE ENGINEERING DIVISION PW DEPT PROJECT INSPECTION R,.7-*PORT JOB NO PROJE 12 :��rTl 4�_'4fl4� DATE PROGRESS:_-A.Ae ek NOTE S. CITY OF TIGARDORE. ENGINEERING CiVISION, -'W i)EP' PROJECT INSPECTION REPORT J09 NC.� .� PROJEC DATE' � PRO .SS n/c locze V/_rx___ NOTES '- WEATHER CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. PROJECT TITLE:— I_IM ��zH__ �c_O Tl►u�✓ /,FS DATE '- PROGRESS TO ')ATE : ��27Ag:drV-,O_�}�1 p-=4kAfAr_ff_, � -- SPECIAL PRCBLEM8: _ I�A-fti/Eu EST % PROJECT/ ITEM COMPLETION' ._ INSPECTOR.__-- .. .. s. r ..... r.•.ate ter..-awe ■r:. tnw.,1 .���....r�'res. CITY OF TIGARD URE ENGINEERING DIVISION OW )EPT. PROACT INSPECTION REPORT JOB NO PROJEC �TI xr1�aE �� _Za'�.� SE f ------------ — DATF: PROGRESS: r 7 40T E - CITY OF TI GARDE ORE. EAGINEERING DIVISION, -'W OEP' PROJECT INSPECTION REPORT J09 NC. _ DA-rE' PROORc.SS N 0 T E S —•-- _..—_ . —- - --- __ ---- vV C A T H E R CITY OF TIGARD, ORE . ENGINEERING DIVISION, P.W. DEPT. PROJECT INSPECTION REPORT JOB NO. — PROJE TITLE:_ DATE:� L7-2-3 _ PRO G R E SS: __LI//2 iD -1-s- NOTES: fl? —/uQT_ GVIm���tJlp 'G�— WEATHER; INSPE^TSR — -- - CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT. PROJECT INSPECTION REPORT JOB N0. des �_----- - P.ROJEC TITLE : DATE: -—-- -- ---- -- _. PROGRUS X✓lyeS &eg Lfzzr NOTFS :- WEATHER .=O ------ INSPECTOR 0 0. to In T� r� rn M N N N n nl O_ m f -j o v N 9 � O n Op n of O 7 0) O O O M V N M O W OO� dO'O CIO, m eq O O N N O O O 0 J N v O O I Y 8 8LLIn Y OO u, d .n N O '� O N O n O n R n N 2 O [fill I J 0 O O O� O O O O O O O rn m ►• .p n It M ej n u d ed r od ed N — o o o 0 o c d 6 ec S :? CIL Q = CL O oY 2 'o O 0 er z z F- o a a o0 0 0 0 0 0 C _1 O T m �� O In o 0 IIJ o ir F- �IIIIIIIIIII1111 Illll� IIIIIIII�111Jllllllllllllllllll�ll�dl II Ii1 IIW:�jil,�ljl�alil�llll I I.I �I,J I I I I I i I I I I,L�, I I I ,`,� Q cr F-- a cr ui r 31� cr co � �a�` '� m 7 U 4 I ► 1� W Z W Z O U U ]1 W O 2 w J w► a W H U O J W W d N W o w o a a z LLI p 1 W M PROCEDURE FOR CONDUCTING ACCEPTANCE. TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tesLed is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and l., read K and C, and entrr these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than Dnp, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. � m o m w n m ro N O v rlhl�.,I In�I l'If,n�Ifl�fy1lnl v 01 N _ - O N w � J fill I'TrrTrrrr 11 11 "rrr-r* +TrI II 11 1 I �' li 11 II O o °u•, ` p_ ON m ,D wP rO-CU mnNO r "1 tm OMf nN ON 0 NO,OJOMo oO pn O n o 0 O Fri m U- C! O r Y C) O O O O O IL O OU o U O O O n v of N0 Y h G u0+ 0 �(: n rn N _ i O I FJ 'I 0 O O O U [� O i, U ri O ►- h f n N n U ri O 0 O e, d d O p W C 0 a a Z cr < U 0 0 .,. Y 0 Z z o N 0 0 0 o v o o In o n o I" N N �IIIIIIII�IIIIIIIIIIIIIIJIII�III�II�IIIIIIIII��hLIdlldillhll�llliIdi1111hIIIIIIIIIIIIIIII I,I,I, I I i I i I II I i I I I I I I � � a �«- at W ,� V cn H v >- a nd %I OD z VI it o o �/ w � v ovi 1. z cr O 1 ncop i " CL c W Z Z Mwu - \� w a ILI d I W W Q V1 a w a i U W L) J V w v H o ,v PROCEDURE FOR CONDIJCTING ACCEPTANCE TE)T 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure_ of 4.0 psig is obtained, allow at least twu minutes for air temperature to stabilize, adding only the amount of air rtquired to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List siza and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 1.1. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space fcr "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. wmw AARE i a an ou n)m N N P In 1�) NI N N 1p NJ o m TrN o m o � da 0 FO 0 u o N tai tl�m O�o Om O � N � f O M m O r` o rn p v p oD r� b u> u) O 'n M N N O O O n V J N v 0 O ?�1 , 1117 x 0 0 o M a o o p Y[ n O vi v M N O v a rn O F Ip III,, ll,Ti,7r77T7-r J I O O p p p as CO ti �a n f m N 0'f ti n p m r �n r. N _ d O O rj tj O O O zW r C a a � a � Y O " 0 _ z F' 00 p p o O O O O O O O O O epC r) b v d T ni N F— �IIIIIIH�IIIIII1�1111111�1111111�111IIIIll�ihl�id�hl�l�ld��il l�lI di III I I11 �i11111111 11 1 1 1 1111 11,1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 (_9 cr � a µ- f� 0 W 3 H W H o VC3- W Z 'p W u �+ m 4 w J w U V to 0 N \ O N U U U v b0 i W U O t� W O Q z N a k'' Y b� W w I = w C'CL U 0 J w w a N (Y U i Fa 2 Q 2 Z O W \ C7 F- U) J F O� w � PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with sjitable gest plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground waiter, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. 'This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Adel air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 1. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as compul.ed on reverse side of sheet. 9. List si.z,, and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "'Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this divisiun with the nomograph, use scales C and K, and read tq. =M-MALMINAM O M M M N N N O b N O b IT IIII it IDN o � p p n O O m O O M D Ob N if)0 app O 10 O� �� N '� f O f0 O h M O Y • f/ O tll - N N O O n LL V J N v 0 O I II Y b O O O O vi -4 N O Y N O u O M N In v. T O F J O O O O O U O '1'4 v d c c% m ti rd ri ♦ ,ri a _ d O d d d ti d O ru z IL a " CL a = rc m .11 O 0Y IE O s O z „ 7 X Q C S a J ON 1 0 cC O C� O of � O W h M N F- �IIII�IIII�Iili�il��j�ll Illl�jllllllll�lllllll ll�ul� ,hhl,ld,�jlj I,I� ,i,l�l�l�l,�il,l,1,I„I,I I�I,�, I,I,�I,,I I�Imo,I _a 1- a M- x O W V � W16% a v ^` c % 1 0 p ) QI hl 4 CZE L) o ` h U) O a U "'11 W wv d O ~ 2 0 w O Z N W 4 L O W W U g O C. U O J w W Q W U [`- �. 2 f' Vf 1 w 0 lJ a u, v � v iu o F. IL PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with watsr. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pre6sure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List siza and length of all. rartions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "'Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of. all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. I N 1 111111111 Jill 1111:1 fill I III[III I IL v 1I��8 appN Y - O W. N OI O iC N O: Qnj N n N M N N O n M p M - Y1 f N N O O C M u w v 0 0 � r C) 0IL >Y Y b u + 0 Cj .0N 0 ♦ O N p O 11.Jill III I I I Jill u rol 000 0 0 0 o b Om '- d d d d w O d e ti td vi It0 b b M N p W a = o CL a � � < u O p ,� a o " O = « 2 0 p 0 0 0 0 0 o 0 p 0 0 V ,U N N 1 h O 0 W $ r 0 o (L! f^ �llli�lll IIIIIIIII�IuIIIIII�IIIIIII II IIII I111I1I' I(IfI�I11� �IIJya111111 It I I 111 I I I I 111 11 1 I I 11 Q Ir C9 O W ?- W V v V qiA, � . ffocs M H 0 ► } 9 \ m O � �1 0 fY Q O _ MM U n Se 0 5 ►- o ` n a O to w O _� z v� a \ a W W Q Q W 4 U O ui l�J_ Z ` V) U 1'- H ry� J Z W � '� 0 2 W a N in I L 11 PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the interval air pressure is raised to 4.0 psig. 5. :,heck exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. b. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. S. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List siza and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, cc,mpute K and C. Use scales d and L, read K and C, and enter these values Ji the table on reverse side of sheet. 11. Add all val...,- ^F :: and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values Into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K valuas, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. _ ' v M M M �f N N N � b N O � tl � J 7 N n m 0 in Tl • h Ifs A 7, O W Op p„p�� rry Of O %6 O in pf p C p W htl N1 ir, f �1 M N N O N V J N a 0 0 M x Y O h ♦ M IL ON O O N V .1) N i O S J O o 0 u d 0 r 0 0 o 77 O a m r tl a M N O d ♦ N dO a d rn d d d o _ Ir A. � t1S a G`7 .1 E © a I. O Y © _ « rt M�M prQ7 p4 O pO O O O O O U O Y/ « 0 In N M O �L: F- `. �ll(�W�lllllllll�lllllllll�ll�lllllllllll�il�hl�l�l�li��i�l�l�l�l�l�!�I�I:��I�lii�l��,l�l� Ill��il� I � I �jy� i�l�I I I�i�� ►. Ct � � 1 � r. J � N i H k _ ry M o a� o 1 O W w UO tN Y W Z i r� Z cl: V U r W U W N w O to W O rJua7 a x M o O w _ w o. •Z cr w U) o ` \n Q a O v, ctw i m a W (� w u ~o ►-. z V � J W V, b vi h� O F w. PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in 0!r. test should be increased by this amount. 4. Adel air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 prig. 5. Check exposed pipe akid plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psi& is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 prig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List siza and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than otte, enter the total of all K values Into the space for "Time Required in Seconds." 1. 3. If the total of all C values is greater than one, divide the total of all K va L Ed, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. LML M-m-UmL -a-ULM LALMNULJI`11111�111111111111111111111111 n a M A M ISS N N N N O v J N m o $ s o�1 o O Y Z C p 1 1 d� �a hie 1j 2 ar,� � •*l rn �' N nOi n Pi p M N- N p O N a J M a O O Y 0 O O O O In w N O Y r N C� N) ♦ M N _ O S In IIII O O O O O O O l� O V O 0 N] h b n N f M u r7 O d e r'. d W) ♦ r, cv o O rj d d o d o W a = O CL ar < a 0 ' Y a O " 0 z Z ° QCr) Q p O Q O O O O O O e J ° T W n 10 0 Q � N N O NI Q !- `. �Illlllll�illl�llll�llli�llll�lllllll��lllllllll�tlQ:�lihlihli�il l)li1i611111�Il�iIll IIt II II11,jj,l i ,�i l i �y��.1 W � h CIDo Q ? N I z cy � \I m o • I " `' �1 �T U o N a z W z -� Cr o 0 1- ~ O V w C] U -1 — . I �^ W w y� (A W O NLL' W jI� O �. `1 J Z N a ~ \ Y W W w W o g o ~ v J uj w a w LL Lr ? `� w u o v ' w ` J F �VIJ p CJ w u1 � 1- Q In n w il► PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pip(: to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable Lest plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or _jetting, into the backfillmaterial adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abc,ormal leakage by coating with a soap solution. Lf any failures are observed, bleed off air and make necessary repairs. E , After an iucenial pressure of 4.0 psig is obtained, allow at least two minutes for air Lemperature to stabilize, adding only the amount of air required to maintain pressurE. 7. After the two minute period, disconnect air supply. 8. When pres.;ure decreases to 3.5 psig, start. stopwatch. Determine the time iu seconds that is required for the internal air pressure to reach 1.5 psig. chis time interval. should then be compared with the time requires; in seconds as computed on reverse side of sheet. 9. List eiza and length of all portions of pipe under test in table similar Lo one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and 1 , read K and C, and enter these values in the tablL' r;', everse side of sheet. 11. Add all values of K and all values u C for pipe under test. 1.2. If the total of. 311 C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 1f. If the. total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. Tu make this division with the nomograph, use scales C and K, and read tq. w N O N • p 01 100 Y7 u: f g 0 in M 40 N N O in O N N O O I[if I I fill I I 11111plif 11111111 [if I I I I I M V J N w O O • Y 888QQ aQI6 O r) 1 M N O h M N 0 rf N O F J 00 0 0 0 0 O O O u rf O d m r� r1 r, r ro N o a 10 r N d d d o o CL w a w a (D < u O Y O O . Z = • 0O O O O O O O O C a0o a 0 0 M n O O O Q w P N N o � E' ,�1111�111111111�111111111�tl�l�hl�l�l�li�il�(ilili�y(.I�I�I��il�lil�l���l�l� l�l ��� l � l � lil � � � I � � i I i I or } wv, ) o v Z N w z w z z o � ►- ''0 o N w O c~n W r� > z N 0. f t O o = w o a w w Q U O w w Q U)LL r v) QU w w U O O N2 n I ' 0 N Q z 2 z L) o o y VW H PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Viug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. Tf any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure '.f 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. S. When prL,;sure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This timrr, interval should then be compared with the time required ill seconds as computed on reverse s i A of sheet. S. List siz,, and length of portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "'rime Required in Seconds." 13. If the total of all C, values is greater than one, divide the total of all K values, by the total of all C, valuta, to get tq. To make this division with the nomograph, use scales C and K, and read tq. It O J O 1771 N N o O n 0 O n 00 n n 00 M °O �u ` On N M O !� 10 OO N O ♦ n Mj C • O Q 0 m ti tip n f f M M � N N 0 N N O O M J N v O O rT� p Y Y O S O V 0 O O O O Ln n f M N Y M N O F 0 0 0 0 0 0 00 0 I I u n p a O 0 '° n o M W) lll� N _ !C f= td h 0 0'f M �J - 0 0 O p U O O p T O a � � v 0 t � Y 0 z Z OO O O O O O O _! 0 O O O C O O G O o O% m !- b n 7 M N N w o I LL' F- �IIIlIlIlJ111lLLWfu�ijj11jj1jfu WJ 1jJ V jllJ!J�IJ�I��I�I!Ii�i l I,l i l i l l,!,I �f i l i l i i i i l i I I!I , I i , I I , i i i I y�l i I, F- a �►- Ir 0 w � 0 a ° w m a Q H i O z w i o l'- O Q L) M w o v) w :� a M (� cv( z h a W W w w O W W Q N N a 0w W U O U dcn T Z 0 v o N W a cn _ in W F- PROC )URE 10R (ONDUCTING ACCEPTANCE TEST i, Clean plpc to be t:estud by propelling snug fitting inflated rubber ball through the pipe with water. l,. Plug all pipe uutlets with suitable Lest plugs. Brace each plug securely. '3. if the ►1 pe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, int.c the backfill material adjacent to the center of the pipe, and dcterminE the pressure in the probe when ail- passes slowl;• thrijugh it. This is the baek pressure due to ground water submergence co%cl: the end of the probe. All gauge pressures in the test should bE increased by this amount. +, Add all sle)wly to the portion of the pipe installation under test until the Internal ai.r pressure is raised to 4.0 prig. 5. t,heck exposed pipe and plugs for abnormal leakage by coating with a soap ;iulution. If any failures art observed, bleed off ai.r and make necessary i epa.irs, U. AfLer an internal pl.L...juCr. c,f 4.0 prig is obtained, allow at least Lwo minutes f..r air temperature to staLilize, adding only the amount of air required to naiuLair, pressure. 7, After the two 'min,it., period, disconnect air supply, 8. Whets pres ,ure decreases to :i.5 psis;, start stopwatch. De:turtnine the Lime ill seconds that is require.] for the internal air pressure to reach 1.5 psig. t,,i7 tine interval. �;houtd then bc compared with the time required in seconds c nrrtr,U'•c d on rc�,ersc ides of shret. 9. Llst ;14 and ler►gtli ► .:i11 pnetioiii of pipe under test in table similar to one shown on ieve:rse: side of sheet. 10. By use of nomograph, corapute K and C. Ilse scales d and 1, read K and C, and enter these value: 11L the table on revs rse side of :,heel. 11. Add all values of K an-i all values of C' tiut pipe under test. 1.1. If the total of all C values is 14183 Lhan uuej enter the total of all K values into the space tar "'Itme Requited in Seconds." 1.3, If the total. of all C: values is greater than one, divide the total of all K values, by the total of all C values, to get tel. To make this division with the nomograph) use scales C and K, and read tq. ■ .� CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT PROJECT INSPECTION SUMMARY JOB NO. - PROJECT TITLE' 'ra+.JNby�E5 DATE . PRO RESS TO DATE : 1�I-f-7-AE let, tGB_ _ SPECIAL PROBLEMS: 4 C4e/`y ©clr ez ST/Q =-Z + eZWe-, 9 t- L vi 0 Xg I. � ___._ ._ • �D _____ v wry -�.' �� G� EST % PROJECT/ ITEM COMPLETION;_ INSPECTOR-/ ---_-- .r CITY OF TIGARD URE ENGINEERING DIVISION PW - PT. PROACT INSPECTION REPORT JOB NO—. - -- -- - --- -- PROJEC TI ,r �L.' �J�J��-�-7 ?l�,c�llw�SES DATE. - ---- -- - -- ------ -- — - PROGRESS' `c OT E s:... ,&r_ !F A.TH E.P . r CITY OF TI GARD, ORE. ENGINEERING DIVISION, - W 0EP- PROJECT INSPECTION REPORT JOB NC. PROJEGL r Um _Q. ! DATE' M PRc)GR'_.3S IAIIA�Ct -`'���s ����. LAI*EAf►5 - -------- - - NJOTr` WEAT H EK -- INSR R YYN.i Avoid Verbal Messa(fes A-1 CITY OF TIGARD To: -----_� Jr1�'n�lC) From:-- , :;object:--- �� Date: se + f -T J e✓ri c,r17 A Le-10-1 ►, t I r- I I - c'1 �h 4'f� srwe pr Tee (� Jere r:1rire we-,ff3 eye'4-of c , � J t -[�MMMUL CITY OF TIGARD URE ENGINEERING DIVISION PW '.APT PROSECT INSPECTION REPORT j()B NO PPOJEC�, T1 DAT'F. ek 1;",4.ltvl-/X,�O -641 PM r- 72D i"ROGRESS' j NOTE /K A T H E 1 rl CITY OF TIGARD, URE. F� ENGINEERING DIVISION, -' W DEP'r PROJECT UN.'r5PECTION REPORT J08 NC P R O J E C,T DA-rE' PROGR'--.SS �O- t-L.2-, 'PCs I" NOTES : vv r A T H F R I S.rl . 0 R N XWJIL } CS�R ire CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. 4 _ — PROJEC TITLE_ SATE: - _ _ PROGRESS TO DATE L��yr c S Sfst'1l�.0 &4A)sTlec%Tio'✓ : =�AALA SPECIAL PROBLEMS: WIA9fir—, i.rJ/�S S/��' /91yti oL l(faf T92, _ EST % PROJECT/ ITEM COir1PLETION: �E'_l .1t4�� ! E�CTF+t/5in-v/ INSPECTOR,,/` UNIFIED SEWERAGE AGENCY RECEEEvED OF 6L t- U 6 197" WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE CITY OF 1 IGARD HILLSBORO, OREGON 97123 BOARD OF DIRECTORS (503) 648-8621 ELDON HCGUT, Chairman 5tAMftX1QXR2WR VIRGINIA DAGG General Manager WILLIAM MASTERS Room 302 ROD ROTH BURTCN C. WILSON, JR. September 5, 1973 City of Tigard P. 0. Bax 23557 Tigard, Oregon 97223 Gentlemen; RE: SUMMERFIELP TOWNHOUSES Enclosed for y ,ur file is a set of the contruction plans on the kbove referenced project which has been approved by t.>is Agency and the Department of Environ- mental Quali.Ly. Very truly yours, DANfEL 0. POTTER, General Manager Stuart L. Cato, Y.E. Staff Sanitary Engineer SLC/kd Enc. -17 -v JS",7/:f CIRCUll ATION Copy P,I'Nl 4 ALL S,PACES MUST BE ENDORSED PRIOR TO ArPROVAL OF THESE PLANS PUBLIC WrifiKS DEPT. BY DATE-_-_ PLANNING DEPT. BY- BUILDING DEPT, 0,i TE COUNTY HEALTH DTPT. DY. DATE CITY ADMINMTPATOR DATE_ TmAnC : 0, DIST, y/ WATER F3 DATC GENERAL TLLFPHONE fly. U 9 A phr, N. W. NATURAL QA:; 8 Y DATE P. G. E. BY- T. R. F. D. By DATIt .......... -)ret4rl-- SCALE S.W. POST ROAD 7-- JOB NO. STREET IMPROVEMENTS js-2 SHEV PLAN & PROFILE OF ALL. SPACES MUST BE ENDORSED U.S.A. ' D.E.Q. COPY. PRIOR TO APPROVAL OF T��_1�1fl1. tRKS DEPT, By A', DATE 4=�_ H I PLANNING DEPT, G By I 0 'ILDINm neer I -- - DATE DATE (n1 r.� n r"3 Cc N Hr.ALTH DEPT, BY _ DATE_ L/ l Cl It' ADM'NISTR .TOR BY DATE TlGnno WATER DIST. Hv . — AUG 7 1973 --_ DATE GENERAL TELEPHONi sY_. �-' n"'E ITY OF TIGARD U S A A Drc er DATE - N. W NATURAL GAS Or`_ DAT!! BY_ DATE 1Y -- DATE.._ .— - ---------- I I I ' I -4 e-' e-' 7J/ l SCALE JOB NO 7 y rO SHEEt `'► -�' •� �....� '?�''.c: ��f' � ,�-c:' �'>-:'ice,• 'ray .. OF �. I � d 14 M J • IIAPHI6-MOMONA[)Lm' AHy0<;IA'1'1,'.s a+wui vwwww-wawsw� Nw HOOn A W.COMM fr.PCI A I.RTHRICT TI(]ARD,OMM"ON 0779S Tw4w�wu.+w (M1031 Iia0�4t1a Dater August 2, 1973 Subjects Construction cost estimate for Summerfield Phase I Townhouses 97 T,�,'A�-';(- /'/D This estimate is based on construction of the facilities as shorn on the constructica plane. KU unit prices are based on 1973 prices and conditions for the type and quantities of work involve►©d. These costs do not include intorest during construction, permit feea, assessments, taxeG, or land costs. v \! Y �1 t t •new..... ��.ya„11•y. :MV �' '�+ '`w�}.., b r.,.,�.._:. :.;ry id 4 h 9 4 1 1 j1,1I(It1H-�Tf`MI)NACIJ.A: !+N!til!(;I:�'1'i;H nn:ur,ntn•tw-wuwds�uew 80th H.M. COM MVUVIA1,arra rr T14#A141),I1NVAJON 07223 TMt.wt"wir. (544%' 0,th 14" Project: Summerfield Townhouses, Phase I Estimate: Jcb No. 635-2, 635-4 Deecript,ion Un 4(1 nuro 'Jnit Price Tgtal Prig b VaBJtftr,y Sower 1. 1011 cone . pipe C-14 ex. str. 282 l.f. 5.20 tf 111+66.40 2. 811 cone . pipe C-14 ex. atr. 998 l.f. 4.90 41890.20 3. 6" cone . pipe(lateralsetr. ) 750 1. f. 4 .70 3,572.00 4. Manholes 9 each 475.00 4.,275.00 5 8" X 611 tees 38 each 20.00 760.00 6. pipe zone material 2104 I- f. 0.70 11428.00 7. trench compaction to 90% relative density as per A.S.B.H.O. T-99 method 21040 l . f. 1 .00 2.040.QQ TOTAL . . . 0 8181431.60 7-A. Alternate rock back fill for salver trenches 11879 C .Y. �.6L (; .764.40 TOTAL WITH ALTERNATE ?-A . . . . . . . . . . . . . $231156.00 . �p 1. 3011 conc. pipe T R. 0 207 l. f. 4.10 6 848.70 2. 1211 cone. pipa T & 0 222 l f. f 4.�,c1 999.00 3, curb inlets 9 each 140.00 11260.00 4. Trench compaction to 901X relative density an per A.8.3.11.0. T-99 method 297 l. f. 0.75 222.2: TOTAL . . . 31330.45 4-A. klternate rock backfill for 1 trench 110 C .Y. !.(,0 ;�LCQ 1 TOTALWITH ALTERNATE 4-A . . . . . . . . . . . . . . . . . . 8 31x03.70 1. Tc-&v7ation to sub- rale 1 W, l . f. 0,60 0 60.3.60 a. 6" base rock 1_}"(-� 660 C .Y. 4 .10 11+60.DO 3. 1" leveling course 3/4"(-) 100 C .Y . 4 ,20 420,00 , 4. 3" asphaltic cnnc . type "C" into lifts 1-year apart 403 ton 12.50 510(?.150 5, 13t1 drive over curb so per Rection on plans 2003 l. f. 1 ,45 2.9011.35 n)TAL . . . . . . 0111450.45 i' 1 1 1lARRIH-MrMONAOt,I; AltiSOCIA'PEN w ilel W 1mile-all pvmf cbpx OtNM H W. CUM NrRCTA I.H' HRMT TWOw RD,OHN'Aion 0722N T1i .MVNMA 4St10M9iM�b0 Prot: Summerfield Townhouses, phase I . Eat=*: Joh No, 635-2l 635-4 �1 lummov Sanitary sewers (without alternate) $191431.60 norm Drainage (without alternate) 3030-49. Atreets 11.45O.k.5 1 X333,212.50 Contingenl;y 1.660.Sz r Total eeti.mated construction cost . . . . . . . . . . . . . . � ! $349873.12 y w� .r, CITY OF TIGARD* OREGON * SUBDIVISION DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROJECT No. : S4 FMJ II (PHASE II - TOWNHOUSES) 11. PROJECT NAMEs - ---- ' '- 4UK1ERFTFL1fTb�O SES PHASE I S.W. Post'Road III. DRAWING (TITLE) : Street Improv't Plan & Profile dated:_ 7 /18/�3._____._.�• rir. PLAT (TITLE) s SUMMERFIELD II dateds_7_! .3 _______• V. SITE LOCATION: S.E. 1/4, Sec. 10, & S.W. 1/4 See. ll._2-11A. A-�W. Y[.�..__.• -"Tigar a ington County VT. PRINCTPALS: (]) DEVELOPER: Tualatin Development Consnyy Inc. �rgccsa : Il_$ yi .-Cerp.) " --W. 116T Avenur Address Tigard, OR _` Phone No-639-r3101-- (2) DEVELOPERS SURETY AGENCY: _____ -_• Phone No. Bond No.— ...--_. ._._.- Exp. Date. . .�_.�.. (3) ENGINEER: garrie - NoMonagle, Associates— CF 1 ssociates_Commer:la1 Street Phone No. Q-X1153.-._.- (4) INSPECTORS-- Leonard Cook Addresa_City of Tigard Phan? No._.•_�___ (5) PRIME. CONTRACTOR: Add res s _ -- �._ Phone Ne.__-_._._�• (6) CONTRACTORS SURETY AC ENCYIM_„_,,,,._ .. _. ...... _ _._._._.__.__._• Address _. ...._--_-••-' Ph,:)ne Sond No. Vxp. bate (7) SUB-CONTRACTORS:-_r_-`-____-. - �• +• Insert: Street, Sewer, Street Light, or BU OINOP UNIFIEIj SEWERAGE AGENCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING-- 150 N. FIRST AVC'4Ut HILLSBORO, OREGON 97123 HOARD OF DIRECTORS (503) 648-8621 DANIEL O. VO!•'fER ELDON HOUT, Chairman Generol Momper VIRGINIA DAGG Room 302 WILLIAM MASTERS ROD ROTH BURTON C. WILSON, 1R. RLCEI /ED April 19, 1973 �J �) 1913 ITv nv TIGARD Cib, of Tigard P. 0. Box 23557 12420 S. W. Main Tigard, Oregon 97223 Gentlemen: RE: SUMMERFIELD SUBDIVISION Enclosed for your file is a set of the contruction plans on the above referenced project which has been approved by this Ag%ncy and the Department of Environ- mental Quality. Very truly yours, DANIEL 0. POTTER, General Mana+,,er Stuart L. Cato, F.E. Staff Sanitary Engineer SLC/kd Enc. ,7 d H I I ftp _ - - ALL SPACES MUST BE ENDORSED ' PRIOR TO APPROVAL I; TH SE PIANS PUBLIC' WORKS DEPT. BY- PLANNING DEPT. EIY._ BUILDING DEPT. DY- -- --- U'�7 COUNTY HEALTH DEPT. DY. D��•E ,�! _ J 0 CITY AOMINISTRA 'Ol D'/._ TIGARD WATER DIST. tl GENERAL TELEPHONE E3 G°•L�. -�� U 9 A BYD,.TE T�� N. W. NATURAft GAS3Y� ATL P. G. E. DATE_ (�/� T. R. F D. DY `IC DATE «-�T -T v � cIRCULA r T10t4 CopY' ���-l. I�JIihJN�Y lao .c,_ I a I It 0 PV 1rl9 .78 ^ „�`��k7Y • l`• rFRj�a x::.r.., r j�rT u;^ fly ^aa� .»9 iy1.'+�I1 �tp�w�,�v 1i,„, s 1"�^i s't *Pt3j' J'F TT 1� OV Cev�cC2aI t rn IM QDI F ice?-.. ------- {�. gin,: rt r Lrt �J Sir U pJ1T L. STAFF 5ANITARY ENGINEER -3 Gam, f `"E„N 4�s j• I � -�. ooq� P, Aqv ons -4 B-J' /lt6?.3 ZZ /9•x•7/ Z r <.: ; si our Tam: Zoy.y9 r.c. A P P R O V E D UITW f"Iste nt 0re1 out-loo to provisions in letter VVIH(1NMF.NTAI �11L1"fr ddt0. OFnpgTMTNI �I TN State Of OrepMI DIP '.1 T OF FWVMMMOTAL QUALITY Ul A�c;�� q 173 er WP,TER QUALITY. SCAIF SAN ITARY SEWER JOB NO. IMPROVEMENT ELAN 53� SHEET A 8k 8 LINES � OF ALL SPACES MUST BE ENDORSED PRIOR TO APPFROVA.114D) �Tof-. E PLANS WMUC WORKS DEPT. 8 -- PLANNING DEPT. DATE-- BUILDING DEPT. DY- COUNTi HEALTH D!"!"T. ay— CITY ADMIMSTRAT01 sy— DAT c— TIGARD VVATF.** DIST. i3y--.--- GEN_RAL TELEPHONE DATE— U S A BY— nATIZ—.-- N. W. NATURAL G,%S BY— DATE-- P. G. E. BY— DATE-- --- -2 T. R. F. D. 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N �*- . -111i. , 'L I I f - _.._ ----- - -- -,.. - - --- _ __ .._ �n - l- J - - - _ -._ t_- _�_.-- - -. qa i- pj - - - - _ _ _ _ - 11 A _� . . +- _. . _ -_ - w ,,4 N V1 1_ _]� Lp j I rrrlt .-'' , r - . _ DESI 6 N STREET I MPRQV MEhl7s /'..,S-f)� L ,f '.Lr �:, r REFERENCE IN.4RNv4TK.)N AND NOTESe t M ,t t- I . /)e/F"/'rit'rt.:- ,�/4 jz.,vl a S.•, G.s ("c/• -v��T��i'mno) <4 )i)1� J `�f w J.MMS SUMMERFIE L D Va�r. "A�s� ,� e ' . � sem-- XWea-7- ,3 Fug 6•�7'vc;•f9L A1o7V:S 1 t TRACED 0LD QRCWARD WAY �a �w. b 1. �.� `f ` io 9 -- ,,I Fc � PHASE 2 ) � S.41 P�QSt RD. �ORTM- �y � �► �,, CHECKED SaW, GREENLEAF ®R I V E 1 �4 '. . V"11 �'lc(.k>>� �,�Iv,1lM` II:�IZ1111� - A>Ir:,n[�.►.v.+►�>tic. n dh1.'�i0otc�'ch.�l a r: SIN. APR. , OAIN J � ��,""'"�""-,/f•1� �,,,� S.W. GREENS 1MaAY ,� Ill I ��• I. , ;��� DATE RK P,IfU Ur�M�,M,�i4I.1. 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T_. 11_11_,- __._ �._. ._--_ _._ - - ;, '� _.. - - _1111 -._. •.-_.__ ._ -. ._ _ -_ _. �-. _ _ ._-.. __ _ _.- ..-_111_1 _.... __ _ -. -_ 14 _ 3 _ --- - --- .- �. ___ - _-_., _ _ r -- _ - _ -_ _ -- _---- _ ._ ..� }. - -. __ ..T _-. _.-._._.- - - --- - ° a.-�^ - - -. - _.r- .__... _1111.. _...,i►,_ _ - _. .�..._. _ __..- _.Y..�___ .,-_._ �'a. - .. _ -.- -- -- - - - - : Z _ ---- ._.r_. _. _ _._ - __ _.. _ ----- __ _.. ._... .__ _ �.--11.11- .._ __ - + • ,r ----- _ - _ - -- - - -- ------ - a - I 7r `+' ,•,,t - . .. _ /0,000 /l,00 - - 1. "zoob /3'/'00 /4t•-c /6',0-00 401fdo __ /Noc.• �_ `Atoo -.. - - / 6 Ot0c, - w7*_. 1. 1 - - - NowtimGE 04FORMAITK)N AND NIOTEM . _ -•.------.* DES14N c7*• STREET IMPROVEMENTS 111, , 4 (�F SUMMERFIELD :: r i 4'�, 4 i x t TRACED S.W H I G H L AN D DRI V E h A� ' . a7*.: ;' i 21 9 ( CHASE 2 S.W. G GREENS WAY 30 ti ,:; �„ t - ,�• NECKED I C a M TREET am �. ; , ok t•7* Its'• I1 .%I?RI , - Nh't�lc�tvAM1,111, ffilMMI • » & S ,.;M''1 1m i1A� ! 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OE 6Z 8Z LZ 9Z SZ OZ EZ ZZ IZ 07 6I HI L.1 111 %, I v CI 91 1111 01 6 9 E 9 S b E Z 13101 I" 1 I IH1111111111111111111111111I111111111111114111111111I1111111111111111111111111Ill 11uU111111111111111I1111111111111111IIIII1I1111I1I+11111HIilll11+I111111111u1INI;liii1I1111IIIIIIIIIIIIIIIIIIIIIIIIiiiiiili111IINjliiil11II11n1II1fliiiiiiliiiiiillll11111 11111111111111�1I11111111111111111WIIIlI 1- cT TJT L y � 1992 .. - - - --. _•.r.-_.a- _,...,r,,,d...,. 1111 .-.�.'... .' ___ - _... CITY OF TIGARD, OREGON ORDINANCE N0.73- S AN ORDINANCE RECLASSIFYING LANDS OF TUALATIN DEVELOPMENT COMPANY AND ?RANKI,IN SERVICE CORPORATION WITH.N AN AREA KNOWN AS "SUMMERFIELD" FROM WASHINGTON COUNTY P-R - PLANNED RESIDENTIAL, TO CITY OF TIGARD P-D - PLANNED DEVELOPMENT DISTRICT; ADOPTING A PRELIMINARY SITE PLAN KNOWN AS "Sl1MMERFIELD PLANNED COMMUNITY OF 1972" TOGETHER WITH GENERAL PLAN AND PROGRAM; PRESCRIBING CONDITIONS APPLICABLE THERETr); FIXING EFFECTIVE DATE AND DECLARING AN EMERGEh 'Y. THE CITY OF TIGARD ORD`TNS AS FOLLOWS: ySection 1: The City Council finds thAt pursuant to provisions of !ie - itle 18 of the Tigard Municipal Code, the City has here- tofore instituted proceedings to change the zone classification of an area formerly under zoning ,jurisdiction of Washington County, Oregon which was annexed to the City by recent order of the Metropolitan ioundary commtsaion and confirmed by City ordinance, said area being iorally known a-; "Stunmerfield" as more particularly described on the tttached sheet i-signated "Exhibit A" and by this reference mare a part hereof. ,ection The r'ity Council further finds that after due and legal notice as by the Municipal ^.ole requirei,a hearing was regularly held by the city Plannin,; Commission or I,rcember 19, 1972 whereat ail interested pe� ,ons were afforleri an opportunity to be near. with respect to the change in zone rlass' fication of said lands w from Washington County P-n - Planners less-entiAl., to City of Tigard P-D - Planned '*velopment District: and theren'ter the Planning Com- misslon,pursuant to sec. 18.96.04C of the Muntrinal Code, submitted to the city Council findinve and recommendations as hereto attach•(+ rs narked "Exhibi' R" and by this reference made a part hereof. that the chanve of zoning classification as herein staters tie approved subject to the conditions hereto attached marked "Exhibit 7" and by reference made a part hereof'. Section 3: The council further finds that after due and legal notice - — a hearing was held by the Council at its regular meeting of ,Tanuary 22, 1973, and thereupon by motion was continued to and bf reeonv-ned on Peoruary 12, 1973, whereat all interestFd persons and the veneril public were afforded a further opportunity to be heard with rester( to said proposed change of zoning classification of said lands described in Exhibit "A", and the Council further finding that no public detriment will result from the granttrw, of said petition and that it is in the public interest that said znnini' reclassification as instituted by the City of Tigard be apnrovnd and that said lands be re-zoned accordingly.lhe t.ommieslon': findin .. are hereby adonteu a❑ Section 4; The City of Tigard finds fiat the development of the said lands as described in 5Anibit "A" pursuant to the Planned Development. District provisions of the Tigard Municipal Code shall be authors^ed subject to and to accordance with the following: (a) Those evnditions as recommended by the Planning Commission of the City of Tigard, being 20 in number as hereto attached marked "Exhibit C" and by this reference made a part hereof. I Page 1 - ORDINANCE N0.73- _ PD C'UN�r+,CNS �CrCIVI krM r<Gi (b) The development of said lands shall con;orm with the general development requirements as set forth in Title 18 of the Tigard Municipal ;ode and the "Summerfield Planned Commwnity of 1972" c. kept aa submitted by and on behalf of Tualatin Development Company and Pranklin :service Corporation, a copy whereof is hereto attached marked "Fxhibit "D" and by this reference made a part hereof. Section 1;: In accordance with the foregoing and subject to each and - every requirement hereof, and particularly the conditions set forth on the attached "Exhibit C", the zoning classification of the lands described on the attached "Exhibit A" be, and the same is hereby , chanced and said lands are reclassified from Washington County F-P - Planned Residential, to City of Tigard P-D - Planned Development Plstrict , and are further subject to each and all applicable require- r ments of Title 18 of the Municipal Code of the City of Tigard. Section b: Inasmuch as it in necessary in order to preserve the lntep.rity of the land use regulations and to require adherence to the planned development district requirement_ as in this ordinance set forth, and thereby provide for the proper utilization of said lands , it is hereby declared to be in the public interest and necessary for the peace, health and safety of the people of the City of ir,ard that Leis ordinance become effective with the least possible delay, and mere(ore an emergency is declared to exi3t and this ordi- nance shall L)e effective upon its passage by the Council and approval y r tie Mayor. PAS';EU: !�y un._ :uncus vote of all .'ouncil members present, after being read three times by number and title only, this 12th dstv of February, 1973. APPR"VED: !iy the Mayor this 12th day of February, 1971. `—.`_-- Page 2 - ORDINANCE. No.73--..,.*_ ltrxltlbi! $Aa Legal Deec>ription The following described t"Wt of land being situated in k the S.E. 1/4 of section 10 and the B.N. 1/4 and S.E. 1/4 of Section 11 T-2S R-IT 11tH. Washington County, Oregon. BePinnin at the 1/4 corner on tho South Line of Section 10 T-2S R-1W N.M. being on tho centerlino of S.N. Durham Road. County Road 429; Thence: N-89 55' 20"-W 315.78' along raid centerline to an intersection with the easterly right of vray of S.N. Pacific Hwy; Thence: 1'-200 30'-E 6(9.70' more or lees along said easterly right of wag to the north lire of that tract described in deed [look 849 Page 19; ':hence: along the North line a3 described in Book 81i9 Page 19 N-39 51'-E 910' more or less to the Fact line, of Lot 16 of the duly recorded Plat of Willow Brook harm; Thence: N-00 08'-E 246.9' to the N.V. corner of Lot 15 said Plat Thence: along the (lest line of Lot 12 ^'-00 03'-71 914.76' to the NX. corner of Lat 22 on the centvrltnc of S..7. 'Iaeve Street C.R. ;f900 Thence: along naid cc .terlinc of S.17. Naeve Street S-(j310'-F: :,'.;,7.71' tr: the ' .E. corner of said Lot 12; Thence: S-00 0-)'-E 311.' 1' nlong the east lino of Lot P12ct221hc1Th.71. corner of that tract desertood Boos 279, k:a tent; alnnZ the• Routh line of.that trn7t 203.001 ; T'.cnce: ,-Oo 03'-f) 20°•00' Parallel yr5th the eac;t line un. !,all La.Nt 1� '",i.11ot'r drool: Farm to the cont c.r] of SN !:,.,-v( Str^et; Thcnrc: aln.ic, oaid ca•,tcrli:;c S- '0 10,-1. ;,'/1' to an inter3cctlon with the ^:cr., ^i. lr.r of S';J 1'N .h I,vc^uc C.R. #11,15 o:.d C.R. #900; The:,c S-JOo 0r,' 1"'. .0' alar the eo:.t.crl;ne Of rr.;,. jnr'0 tc: the ! C • ..c l.r,t .71110 r roe:-. Fara; ' r ncl : .:-I.';0 r, '• _. 00' aJon- th^ north line o: .. ,.•f Lu' tr• the r t•:et'_ t also Lc Ln, th,. :,'.I Cu,'u r r Lot 6 „ Plat :)f t!,7 ':ar,-uerJ t Uc '• •i act"; SectLc,^r, 10 ;.;_1 11 �S ].'.'1 ' ;U" 131C.7.2' `r0a thr :/'l uvct:nn corner �• 29 ')!�l rr.� ' v Ct �� Io a't ci 1 i :� t"ICC: -1' 0'/ iJ jam, . .nc t r t;^ccn Sert .n:. 0: thL '.3. ;uur; Trac,: ; 'Pt c .cc• �- • 1,2;. ..' Along: r he rorth t_ of ...,,.1! .'.ot 7 ' h' "-b: 32 ,.9 ' a%orn. r�t''ore or, Je-,lcr : -Oo u' 2 •rf 1.ot-. ' and v tc tnl S.�', r.un ^r of Lot cont,�nuin, S-0r' 05' h' "•E ^.r �' L.,.rr or lrna to trl N.':I. )rner u: Lot 17 of the 6. ' ; flat of AlJcr Root Fara; Theacet 8490 58'-2 665.94' along the ROM line of Lot 17 to the centerline of B.N. 98th Avenue County Road #2048; Thence: N--00 09' 16"-t 653.06' along the centerline of S.N. 98th Avenue to a point which is S-00 09' lh"-r1 326.70' from a 3/4" iron pipe at the intereection of S.11. 98th Avenue and S.N. Sattler Road C.R. r/27; Thence: N-890 54' 56"-E 801.90' parallel with the centerline of S.N. Sattler Road to a point on the Rest .line of Lot 14 Alder Brook Farm Plat; Thence: 11-00 09' ln,"-E 36.70' to the centerline of S.N. Sattler Road; Thence: t'-89 1,4' 5611•E 1019.39' along the centerline of SM Sattler Road to the N.E. corner of that tract described in i Deed Book 251, PaGe 6431 Thenco: S-00 52' 38"-N 1101.56' to a 1/2 " iron pipe; Thence: S-00 25'-N 1094.60 to the centerline of S.1'l. Durham Road C.R. #429 also being the South ling of Section 11 T-2S 1-1N N.M. Thence: S-89u 51' 40"-W 1142.08' alon., south line of Section 31 to the 1/4 corner; Thence: on the south line of Section 11 and the centerline of S.71. Durham Road S-890 16' 30"-4I 331.98' ; Thence: N-00 07' 21"-E 894.26' along the weet line of lot 19 of Al9rr `.ruok Fare Plat to the N.W. cor-.cr thereof; Thence: S-69 `ri' 31"-11 330.11' to the 14.11, r.irner of lot 20 snid Plat; Thencc: continuinL S-890 51,' 31"-W 665.28' along the eouth line of Lot 17 naid plat to the S.W. corner thereof{ Thence: S-00 051 •4511-E d9( .94' alonz the wcut line of Lot 22 Alder druo': Tarn flat to the centerlivo of SN Durham Rudd and L!:e south line of Scetion ll; Thencc: S-13(0 16' 30"-1-11 1324.!2' to the SCI corner of Section; 11 T-2S R-117 1'1.11. Nein;; n ?" iron pito; Thence: S-,:90 ')2' 07"-;Y 2627.9t ' alonf• thr centerline of V3 Durham Runic and Lite South line of :,eetion 10 T-23 R-IV ;7.1:. to thr. 1/1► corner and the place of beginninC• Exhibit "M* RESOL:►rION OF THE PLANNING COMMISSION OF THE CITY CV TIGARD ADOITING FINDINGS OF FACT AND RECOM MING TO THS CITY COUNCIL AIPHOVAL OF Zone rlarSe No. 5-72 WID;HEAS, 'proceedings have been conducted by the ]farming Commission of the City of Tigard with respect to the petition t,y the Tigard Planning Commission for a chanQpe of zonei- fication from Washington Cuunty P-H, Planned Residential to }, City of Tigard P-D, Ilarureu Development. WHIREAS, pursuant to Chapter 16.84 of the Tigard Municipal Cute after due and legal notice, a public bearing war, held by the Turd alarming Commission with respect to the above de!;cribea propowal on the lytu aay of December, 12�12; NOW, THMEF'ORE, the Pianning Commission of the City of Tigard In meeting asr,embled thi= b_tb day of !'ebruary, LL, oow revolves to and doer. hereby adopt and/or approve the following F'indltigs of Fact with respect to the above designateu propoI.al: 1. The •ubject property ir; decA gnated for Urban Low Denr,ity Reridential development within the Tigard Community Plan. This category allows residential densities of up to 4 dimLiiag u,its or 11 t-ersans per gross reFidential sore. The propor.ed development is in substantial conforaance with the Tigard Co=untly Plan. 1. That exeeptionr from the standards of the underlying, district nrs warranted by the design and amenit.ie incorporated in the development plan and program. The plan includes: a. 101 acres supporting .1.150 dwelling uni t. 1.12 persunr, per dwel�!ng unit ur a maximus. of 1400 total population c. Typical residential lo: area of 4,0(X7 square feet d. 4-.y acre!. of golf course and natural reserve areab e. Approximately 10,000 square foot recreation building maintenance building, Likes, pool, tenni; courts and parking for 125 care,. f. ,;angle family 1OtF• of 50' x 80' with 10 feet front, 4 foot side and d foot rear yards. Hear and ride yard 9etbac:kr may be waived for "rxxesonwall" or "zero-lut line" dwellings. j. The develupment plan is in harmony with trte :.ru rounding area and will have a beneficial effect on the area which could not be actrieved under other zon ng district ,. i page 2 4. The system of ownership and the means of developing, preserving and maintaining open spaces I.. suitable. �. That each phase of development can be substantially completed within one year of each approval. The Community Plan does not designate commercial development for the northeast or southeas corners of Durham Road and Pacific Highway. 7. Adequate community shopping and commercial facilltieta are provided in proximity to the development—at the King City .hopping center. ). with development of this magnitude, road Improvement!, will be required to serve the additions) re, ident population and those who will use the public recreational facliltle,�. The :)apartment of Environmeatal duality hae, appruved nonoccupancy building permits--to allow construction of model homes. Connections to the King City treatment },lent will defend upon L'.5.4• approval of the completer treatment plant e3g ansion during 073. lv. The Tigard Water Di .trict ir, in the proce of c,onriectiug its lire to the Lake uswequ water ,y-;tem, Thi- should be completed by May of 00. 11. Hour+l.ng will have age restrictions In the project by the developer. IT L, FUHTHSk Hk:iULVED that the Planning Commis Ion uue,, hereby approve the above described proposal and herety record, It:, recom- mendation for favorable action by the City Council PAASSD by a vote of the City f 1aruiing wmmiselonr this oth day of Febr,ury, P sl"nt ATMT s of talo request •tth the tel e"" 00ditis I. 1. Prior t the issuance of any build! pewit Vitus the deve ,opment, a site plan of the entire developMt setting forth the site development standards shall be submitted to the Planning Commission for review and ''Ex.r.it it approval. This plan shall Uwlude but not be limited to landscaping, setbacks, building heights, signs, streets, proposed improvements, sidewalks, curbs, guttors, parking, service and storage areas. All land within the development shall be used for residential and recreationalmos, except that the area designated for commercial use on the site plan may include service wW/or professional office uses serving the development. If such uses are approved, the Planning Commission shall approve the location, access, siting and range of permitted uses. I. Each phase of the developeent shall be reviewed and approved by the planning Commission. At the time of approval of each phase, the densities and uses shall be approved. 4. A boat and trailer etorIge area shall be designated in an area contained by an opaque fer►co or sight obscuring landscape screening maintained at not less than six (b) feet nor more than seven (7) feet in haight. 5. "he apartments in the project shall be developed in a,cordance with A-2 standards unless othorwise approved on a specific site plan by the Planning Commission. h. The overall density of the development shall be no ' ►[rester than 6.25 dwelling units per acre (12`!0 total . ,nits) with a total population not to exceed 2400 I,wrrt�nn. W 7. Tho setbacks and lot sizes as proposed for single "am► ly units shall be approved unless otherwise specifiod by the Planning Commission, except that there eholl be a ten (10) foot minimum yard requirement Wher•• any yard abuts a public street. 8. approval of any lots to be subdivided anali be th;bugh the subdivision Ordinance procedures. 9. r'pen space shall be maintained through a Homeowners Association or by the developers with convenants submitted for approval at the filing of the final plat 10. All utilities shall be subsurface installations. 11. Housing, shall be limited to an sYorage density of no mare than 1.9; persons per dwe111ng unit. 1. . Excluded parcels surrounded by "Summerfield" shall be included in the site plan with the possibility 01 access provided those parcels to eliminate their Isolation. P.1 - EXHIBIT "r" 13. There shall be dedication to 45 feet from conterlirA ^n S.W. Durham Road. 14. There shell be dedication of 35 feet from centerline with R 40 foot improvement provided on S.M. 98th where the development abuts both aides of the road and a half street improvement whore the development abuts nnly one aide of the road. 15. There shall be dedication of 25 feet from conterline ( V feet improvement) on S.W. Naeve Street with half street improvement rliere applicable. 16. There shall be dedication of 30 feet from centerline on S.W. Sattler (36 feet :mprovement � with half street improvement where applicable. 17. Internal •',rest improvements will be desig.iated at the time of the platting of the subdivision. 1P. There shall be no occupancy without public water and gPwer. 19. 4 rr.E,v of the deed restrictions and covenants shall D• e'tached to the approved plan to help insure ' )rmity with planned densities. 2u. PY�eris , l of the development xhell not be approved until additional water service is available to the : .oar,i Water District from the City of Portland sties/or ity of Lake )ewego. i t� ii Fg. r. - Staff Poport - "8umerfield" P.2 - PXH1131T "C" t t . 1. The staff s aWWov44 with ooaditieae. 2. commission Diacueelea ad Action. a. Mr. Lewis arked WIM public never and waters vewld ie'�' available, to :he 9ddivisioe. b. Mr. Me:ahall said A0 hued the Department of ■visea- mental pvuality Ww.tld80 owe the Ring city treato"M Plant expaa9ien rrithia to 120 days. as said the requested S model \r91009 would be completed in about 120 days. tae 0190 Braid the Tigard pater District. had already 4j1ZMMMPWA service to a Mmitmm of SO dwelling units within the first subdivision. C. The City plana!r said that one of the oonditions of the P-A Planned D9relopmmnt cone change required ___—Mj .,jia_jewr and water araila-:,ility before ocoupanvy. d. I! wen roved (Levis), seconded (barkhurst) and passed by a unanimous vote of the Coamissioa present to approve the preliminary plat with staff conditienel 1. That engineering plans and specifications shall be approved prior to acceptance of the Final plat. w� 2. That all streets shall be named prior to acceptance ' of the Final plat. � . 3. That the Domeowners Association Agreement shall ?ere approved in form by the city Attorney, and shall insure maintenance of all recreational facilities and areas. A 4. That the Drainage Study for the entire basin be reviewed and approved by the Public Works Department prior to acceptance of the Final Plat. 5. That. the Final Plat provide a plat restriction against direct vehicular access onto S.W. Barham �I t Road, except for designated streets, VII. DEDICATIONS A. S,M. 76th Avenue I. The staff recommended approval ot the street dedication. 2. Coaanisnion Discussion and Action. i a. It was moved (earkhurst) , seconded (Hartman) acid passed by unanimous vote of the Commission presont to approve the street dedication. Page r, PC Minutes - December 19, 1972 1 mum � J Pre%ver P�a� f�PP�✓, CASH BOND ESCP.CW AGREEMENT THIS AGRFEMENT, made this 12th day of December ___, 19 73 , between, the C_TF OF T:GAPD, hereinafter ts.aned the_CIM and a_min.t_v.enturet-Tuhlatin..Qeye lopme.nt_Co..._Inc,.6�_Eranklin.Service..Corp.- being hereinafter termed the ' 1 F:NC:PAL" , and B.enjamia_Fxanklin. Saxinge.—Oregon Corps. hereinafter termed the ' BANK" (Association) , W I T N E S S E T H : WHEREAS, the Pr_nclpal has heretofore executed a Subdivision Compliance Agreemert,with respect to the development, ccnetruction and improvement of a resydential subdivision within the City known as Summerfield..Ll....... a copy of said agreement toc•ether with a particular iegai description of said '.ands being attached hereto and by reference ;Wade a part hereof ar,d WHEFEAS, the rrin.cipal has proposed to the City that there by entrusted tc the Bank the 4.::r of $_._._34.,8]3..11__._ as a cash performance band to ass.,re the Ctty that all req�,irements of said Eubdiv:slon Cc7^pliance A-�reerent she,' be prcperly and timely performed and to assure that the cost- thereof shall be timely paid and all requirements thereof :net; and WHEREAS, the Bank has agreed t^ take title tc and hold in a trust capacity the si:r < ` S 34,873.12____..____ ar:d hereby acknowledges custody there-'.)f tc be herd to the terms and crovisiors of said Subdivision Compliance Agreement as hereto attached, and it is desired hereby to set ir.rth and define the conditions applicable to s3td cish bond, NOW, THEFEFCRE, if the Frincipa,' shall faithfully observe and timely comply with all requirements of said Subdivision Compliance Agreement and all ordinances and regulations applicable to said subdivision, and if the Principal shall well and truly perform all matters and things undertaken thereby ar•d hereby to be performed and shall promptly make payment to all rersons supplying labor or material for any prosecution of the work, and if the Principal shall not permit any lien or claim to he fil—i or prceecuted against the city on account of any labcr or material furrished, and if the Principal shall promptly pay all contribLtions or amovnts due the State Industrial Accident Fund and the State Une, oloyment Compensation Furd. and shall prrm.ptly as due make payment to the person, cc-p.srtnT-rehrp, assoc:ation -r r_,"Irpt.ration entitled thereto of the monies mentioned in Chapters 279.320 and 279.510 O.R.S. ar.d shall prf-ml.tiy cr.:,rply with all withholding and payment requirements of chapters 316. i62 to 316.212' C,R 4. with respe.:t to the collection of taxer at source, then upon full completion of al.l work and the furnishing of evidence satisfactory to the City that all ri.quirements here-ni have teen fulfilled, and if the Principal shall execute and deliver to the City the Mainten,,,%ce Bnnd descrited in said Subdivision Compliance Agreement, then tie Hank snall thereupon rrlease to the Principal the said cash b mu depc-sit, Y'nV1DED, howe.er, that the obligations herer_•f shall not apply to any mcrey ;oan.ed or advanced to the Principal or to any subcontractor or ether perarin in the performance of any such work whetter specifically provided for by c.ntract or otl%etw:se. IF, however, the Principal shall fail =c literally c,:.mply with all requlrement.s of said Subdivision Compliance Agreement and all the requirements hereof, or shall in any particular Perform the work in a defective manner, upon 10 days notice by the City to the I Principal and such default or fa: lure contiruirg thereafter, the City is hereby authorized to ha%.• :aid work performed or the requirements of the Subdivision Cc npl •ance Agreement brcaght into conformity with the terms thereof and w th the City's ordinances and regulations, and the City shall be. a!•d it is hi-rcby, authorized to charge the same aga:nst the entrt.et •ti cash dep- sit and the Bank agrees to hay the!efrcm all amounts c•ertif:ed by the City tc be chargeable thereto. Nothing hereir cc: tained shall be ecnstrued to constitute acceptarre by the C:ty of any re.�f-nEib::ity for maintenance of the nor sn=.:1 the city by reason thereof becc.-ne otligated to a-r ierccr, Cr ;ro;erty o%%,r:.st for any less or damage arzsir.s by ieescn. r•t the manner :r, which 4a:d improvements were construr_ed. Further, the City be. and it is heral,y, aut.t.c-:zed :ri addition to the foregoing, in the• evert of Fuch dettiu,t or the Eart of the 1 Principal to charge against said f;.r.ds all rcFts irct.ried by the City inciLding attorney' s fees it exacting c.- npi :arce therewith or herewith, and the Bark agree= t,n disburse es_:] f..r.ds for said purposes upon certificaticr, therccf Ly t!•e Catty. Upon fuifillmert of the flees-,erg :r accordance with the terms and provisions heient', the City agrees tc, fu:nish a certificate of release of said dere =it or suet f .rt :iris thetecf as shall. remain after fulfillment --,f the require-v.-.L� herecf. IN WITNESS 4:HEPEC-F, the city under aathertty of resolution of its City Cr�uncil has ci"se9 thts aart-ement to be executed by its Mayor and City Peccrder. and the Prirc:r?!l and the Bank have affixed their ccrperate signati:rea on the day and year first hereinabcve written. CITY:_ C:TY OF 77CAPP. CPEGON By I May Pyts.ix'_�i�i Recorder PRI NC1NA: : Tullatin Develnpment.Co.., .Inc-_ (Pr.ea.) �._ �t�._..._. __ (Sec.) (Attached Corporate ankl r , e o r : Acknowledgementihere, ) Py. � ...-p. (Pres.) (Sec.) 9hNK_SASSr C"(.47:.^f Bente Ftenklln 5av_ings__6 Loan Page 2 Cash Bend Fecrcw Aat e;�men'. STATE OF OR''1GON ) ss. County of �Washington_��—) On this _12th__ day of _ December , 19 73 , before me appeared _ Ronald B. Sorensen r and George 7. Marshall _�_, both to me personally known, who being duly sworn, did say that he, the said Ronald R. S_orensen__--_ is the President, and he, the said _— George J. Marshall is the Secretary of Tualatin Development Co., Inc. the within named Corporation, and that the seal affixed to said instr.ment is the cor- porate seal of said Corpc:ation, ar.d that the said instrument was signed and sealed in behalf of said Cc:poration by �utl%tity -:f its Bcatd of Dizectors, and _ Ronald B. Sorensen and George J. Marshall acknowledgtd said instrument to he the free art and deed cf said Corpnrr.tion. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last above written. Notar Public for Oregon My Commission axpires_ January 16., 1975 STATE OF OREGON Multnomah ) Be. County of On this 13_ day of _ Pecenber 1.9 73 , before me appeared Louie SctRerz�� _—_-_—and_ 9JII2_JAiMD.._�_r. both to me personally known, who being duly sworn, did say that he, the said _ Louie Scherzer— ___�,_-___ its the --__.— President, and he, the sold Ken Lienis the Secretary____ of Franklin Service Coro. --M r_.__ the within name Corporation, and that the seal affixed to said inetrunent is the copotatt seal of said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Beard of Directors, and Louis ScherxerY__—,^ and Ken Lien _ srknnw'edged said instrument to be the free act and deed of said Corporation. 1N TESTIMONY WHEREOF, i have hereunto set my hind etld affirrd my icial seal the day and year st abo _ to . TV— "t r V—"ttry li I e fcr Oregon ~� My Comml<<1on expires 6/i5/74 ` Corporate Acknowledgement (a) Councilmen Norton moved to follow the recommendations of the Citizens Police Community Relations Council and appoint the following; Edna Saketa - 2nd term expires November 1.976 Sister Mary Isadore - 2nd term expires January 1977 Bill Hill - 1st term expires February 1977 Gary Nashlf - let term expires February 1977 (b) Motion to adopt. Councilmen Norton; seconded by Councilman Moore. Approved by unanimous vote of Council present. Councilman Cook temporarily absent._ 14. EXECUTION OF SUBDIVISION AGREEMENT AND CASH` BOND ESCROW AGREEMENT, Summerfield II, and Summerfield III (Lots 141-151) (a) Director of public Services and Facl .it.res recommended execution of agreements for Summerfield II end III . (b) Motion by Councilman Pater4on to authorize Mayot and City Recorder to sign nn tphelf of the City agreements for Summerfield II and TI1; .spnanded by Counr_ilman Norton. Approved by unanimous vote of Cour.- rl pre3ent. �u_ncilmen Cook t�emporar.r..ly absent. 15. RESOLUTION No. '14-6 RLSOLUTION OF THE IGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS WITHIN HOLLYTREE SUBDIV.91ON (a) Motion to adopt; Councilman Moore, seconded by Councilman Paterson Approved by unanimous vote of Council present. Councilman Cook being absent. 16. RESOLUTION No. 74-___ RESOLUTION Or THE TIGARD—CITY CaUM1P-14, kKEPTING THE PUBLIC IMPROVjby WII`t*1N A STREET DEVELOPMENT KNOWN'AS a.W. MURDOCK STREE S.W. 104th AVENUE, SUBJECT SPECIFIED CONDITIONS. (a) Motion by Councilman Moore to tablit; secondedCouncilman Norton. Approved by unanimous vots of Council. Ctrunc Cook returned to the meeting, 17. RESOLUTION 19o. 74-7 _ RLb0LUr1ON OF CITY COUNCIL CONSENTING TO THE ANNEXATION BY THE TIGARD DATER DISTRICT OF CERTAIN LANDS LOCATED WITHIN THE CITY or TIGARD (Parcel #d) (a) Motion to adopt : Councilman Cook, seconded by Councilman Norton. Approved by unanimous vote ref Counr_ii. PAGE 3 - Council Minutes - January 14, 1974 T1r.ARD CITY COUNCII, RFGI'LAR MEETING JANUARY 1.4, 1974, 7:30 P.M. CHARLES F•, TIGARD GRADE SCHOOL ADMINISTRATION OFFICE Ar.F�ll^.. I + AI I 10 ORDER H01 I (:AI I ' I'I FX F OF At I FGIANCE 41111ROVAL OF MINUTES - December 10, 17, 19, 1913 5 Z sets from January 7, 19;.,, WH;TIFN COMMUNICATIONS APPROVAL OF EXPENDITURES 6 1NVESTMENTSe ; 21 450,9* I+F +'!UI1ON N; 7•.-� RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TIGARD, OREGON, RECOGNIZING MERITORIOUS SERVICE OF GEORGE E. LEWIS, .IANIIARY 14, Hr._, >• rdatl�n ,:f Citv Administrar.;;t. rHFIT VA(.A11,)N S.W. 69t.h Avenus, bFtw-cn S.W. Hampton Street ar.d rha %grated S.W. .(rylt,r Strict. + <<rtlr4 f Public Hearing, fi br�; .v 25, 1974, 8s00 P.M. 01 TP.AFFIC STUDY PRESFNT'AtION - ritL I1. But.tke He ,rrrerdrtir.n of City p,krr.r. li 141YlIIIfION No. 74.— A RESOLUTION OF THE TIGARD CITY COUNCIL MAKING AN APPOINTMENT TO THE LIBRARY BOARD. + )1 Recommendation of City Admin{attar.-,, I I . HI°.�-()11'11nN Ne. 16 A RESOLUTION OF THE TIGARD ( Ity rOr!NCIL MAKING APPOINTMENTS TO THE BUDGET COMMITTEE. a 1 K—nrl,endatlon of City Administ ratot. I" KF".OIIITION No. 74-_ A RESOLUTION OF THE 'TIGARD Cl"Y COUNCII: MAKING APPOINTMENTS TO THE PARK BOARD. ( ,) Kr..,'.•rv+cndatlon of laity Administtatct., � ''-+"PION N^• 74-_,_,_ A RESOLUTION OF THE TIGARD r1TY rOUNCII. MAKING AN APPOINTMENT TO THE PLANNING COMMISSION. (,) K. ,•,rt+rr,daticn of City AdJwgtrat .r. i "+l i'I ION N•,, 74_+_ A RESOLUTION (1F THE TIGARD r tTY COt1NC11 MAKING APPOINTMENTS TO THE CITIZEN-Pot(,F. ('OMWiN1TY RFtkl'IONS COUNCIL. " Itt '^n+e+idallon ct City Administttt• :. I \I+ 1?1tON OF SIIR)IVISION COMPLIANCE AGRFFMFNT A (,ASH POND FStROW AGRFFMFN��~ •,. ,., r I I, I d l l. I+ —vendatJon of Lirc:e tot c:f P+jhtl: SFtvlcre I IF STATE OF ORECON ) '� ss. County of Washington ) On this 12th day t _ December , 19 73 betore tre appeared Ronald B. Sorensen and George J. Marshall both to me personally known, who being duly sworn, did say that he, the said Ronald B. Sorensen is the President, and he, Ute said _ George J. Marshall is the Secretary of Tualatin DevelgMent Co.. Inc. _ the within namttl U, tporatfon, and that the seal affixed to said Instr-imcnt is the cor- porate seal of said Crrperation, and that the said instrument was glgned and sealed in beh.aI! ,f aid Ccrput ati)n by authority of its Board of Dir e:tors, and LgMaL4A11, Sorensen and i Geurge J. Marshal acknowledged said i „ttutnent to he the tree act and deed of said Corporation. IN TESTIMONY WHEREOF, I hAvo hrreunto set my hand and affixed my official seal the day and year last /abov- wtrtte,, Note Public for Oregon My Commission expltes January 16, 1975 i 6 ',TATF OF ORECON 1 r'n- m y of Multntaah ) 13 x tm this day of _ December 19 73 , be f„r e me apps+r rd J ouia Schemer and_ Ren Lien ' r U th to me h.rsonally known, who being duly sworn, did say that he, the said P.ouis Scherzer _ in the -_President, and he, the said Ken Lien is the Secretary __Fyn the within name Ccrporstion, a..d test the .cal affix-,' to said instrument is the coporste seal of saw Corporation anti tfwt the said instrument was signed and sealed in behalf of saiu Cor,toration by atithortty of it-4 Beard of Directors, and. Louie Scherzer _ All., _ tau. tt... acknowledged said Insttument to be he free ` art end deed of said Corporation. 1 IN TESTIMONY WHEREOF, 1 hove hereunto a.. my hand a affixed mycis! -at the day and year t at &I r9Ttop [ 1,, Lary Public for Oregon MY Commission expfrrs 6/15/74 Corporate Atknowledgemenl .i d %r�s� rYwCCG ''/ `/'��(t�.il_ /�!l�•rs" /�i� �/�.t �-�r"al� Wit/-c'-sc-e�.0 �.. , r 't7t< ,,�t: �•6G�•L.-►/�.sGity.('�TCLtt�'��� • r(i � !_,fir>��/ C.I"" ao-eiY�E-F-e+4A�����c� �,G11- 9'1.9.0 t�. Iyrr � +, ! ( f r C i L��`'r �X rPG uT(�. �l�.�_y � �l�re-e�.•.C.^t'1 G 9 � 44vt�t-„G e"F �ecG Summerfield Townhouse legal description of combined preliminary Lots of 92, 93, 94, 95, 96, 97 Phase I. The following described tract of land being located in the S. W. 1/4 of Section 1 1 T-2S R- 1 W W. M. City of Tigard, Washington County Oregon. Beginning at the north and most easterly corner of S. W. Post Road as dedicated in the duly recorded plat of Summerfield; Thence: along the northerly line of S. W. Post Road S-840 52' 47" -W 124. 29' to a point of curve; Thence: along the arc of a 48. 00' radius curve to the right having a central angle of 500 48' 56" the chord of which bears N-690 42' 45" - W 41. 19' (an arc distance of 42. 571); Thence: along the arc of a 172. 33' radius curve to the right having a central angle of 340 01 ' 37" the chord of which bears N-270 17' 29" -W 100. 85' (an arc distance of 102. 34'); Thence: along the arc of a 2, 330. 00' radius curve to the left having a central angle 050 02' 43" the chord of which bears N-800 37' 52" -E 205. 11'(an arc distance of 205. 17' ); Thence: S-210 23' 00"-E 126. 96'; Thence: S-730 37' 24"-W 3. 92'; Thence: along the arc of a 188. 00' radius curve to the right having a central angle of 110 15' .',3" the chord of which bears S-790 15' 06"-W 36. 87' ( an arc distance of 36. 93'), to the point of beginning. Containing 0. 545 acres. J W y 3 s% O� C� f s (C) Co Paving. i 1) Paving ITtwp ,tpd... .... . . . ... ....... ❑ _ ' ' a) Teat da ... ......... ❑ --RE�15 .PltiVely Art^ATtAT I -_J:jty..,• ❑ (D) _1'"*i1r9 lot tentatively accepted by City...... VI. SIGN: (A) Street name signs installed. .. .. .. .. .. . ... .. . . (B) Traffic signs inntall.pd.. .... . . . . . .. . . . . . . . . .. VII. SIDEWALK: (A) Commenced installation.. / (n) Completed installation. ... ........ .... .. ..... (C) Inspected. ... . . . . . .. ..... .. .. . . ... ..... (D) Tentatively acrrrtPd by City.. ....... ......... C3 VIII. STREETLIGHTING: (A) Commenced installation... .. .... .... . . .... ..... C3 / (B) Complrted in4tallation. ... .... ...... . .. . ... .. [3 (C) Ingprcted. .... ..... , •—.... . . ..... . . . ... .. ... .. C3 (D) Tontativpl.y accented by City.. .. . .. . . . .. .. . . .. C3 1) Authors+ation letter to Energiap filed I.X. LANDSCAPE: (A) Comrtwrnced installation. .... . .. ...... .. ........ Cl / (B) Completed installation... . ... . ........ ........ E3 (C) Inspected... ,. ... • .... ........... . ...•... d (D) Tentatively acceptpdby City.. .. ...... . ...... ' X. GENERAL AREA DRAINAGE! (A) Building rain drains inspected.. ...... ... . . . . . . ❑ / (R) Culverts inspected. . . . .. ..... ....... ..— . .. ❑ (C) Drainage ditches inspected.................... C1 (D) Tentatively accpptpd by City. ....... ..... ... .. p ! / NO.^E: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEW FILE. TO INSURE COMPLETION OF CHECK LIST AND FILING OF: 1) Approved Plan Revinions 2) Approved Specification Vnrinncps 3) Change Orders/Extra Work Ordrr9 a) All C-trrpnpr.ndpncp/Memo- 5) Daily inspection Sheets ,_-__ I .or• ,' '-�2. +' 1 '1 i^ ,el. J, r c 4'. SaRI., , ,.'' .,g ..,! r •'� -f.! 1 1 ., a " t , "t F 0 • "1 �. ., r r u r. w r _ W c , s '1� .. N , :.. .1 - ..� "`y.•- .A. .., l f ,n .J , 't .wi t- Y :Au Id F 1. A' . .A � i. / I Yy.y� yy�,, '.5.: .- T '-''i a: 'A .0 ;57. ,. 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I r - -- _ _ �__.. ..-. 1. 1. ----L __ . _ _. -- -- _. ... - _ _ -__-_ _-- _ - __ - _--_ _ _ w _...- _- , _. _ .A, -. . _ _-- . _ _ - _ _. _ ___ _. - - - - . - -_ ; ::�j __. --- - __ _ .-._. _- - _ rr _ _ _ -._.__ -- __ __. __.__. _ _ . . , - - fL-T -- ___ - �. _ __ _ _ -- - - ___.__ ... r ___ ....,-_- r- .. ...._ i 7-7 r . I 4 A 9700 �00*010 //,0600 ' . +sy+►oa /s-oa ?_tt,.a 4,�o0 5;•oco ivlv'Ipw r �� ,,..:.. ."'er D NW l...S0 F J I _._4n REP�R E INFORMATIO? AND NOTE& �' STREET I M p'ROV E M ENTS . �I?N�w�� U MIS E I E D �� ,' j0, � .. (*�:,,, � �' r, ' $It , TRACED S.W. HIGHLAND DRIVE XMI IMO. 1 I. .., • �,; 1 r 210 11r< ( PHASE 2 ) 11 11 a - • M M �s Vi ,P;, 1a- �, I ,1 /. / J ' .,may •...�„ ..wa.. ,,�{� j�`� f - , _ , E 'fa•+F cNcK�o A 8 STREET :,> _1 i'1 I 1 r i]I7)f+171U y F T .11t It 1 ", A• 1 JrL 1 !1'1. � s MCI�ON.�l�1.11� t�$R'1lJ�ULtt'1 !I,!'i � � u 1. :� ;' - nev. IbgCR1i►T10N sv�. AIMR. IDiAIE ' ' �` �4 ' �' �` ' o r ' x �rK �_rtl,Mv 1cY�, PLAN 8r P R 0 F I L E 1 l XIN'1M CAMAtZW'1At, lttig"I, 11 ' � ..�. . I •% N I 1 TIOAAF111i cwrml►N H7 1 ' I RE!!R TO TRACMIO fOR UTlST REVi>liOW I I, �" l E- 71-1' ') h ay, 1 I I i I 5 I , I N I',,. , �;. SUMMERF=I EL D NO � ` . .,.. .. . 1 ' a'l1R5 J " I ,. { '.., MY ,R. �"•itr J a% r ' r I' p, I- r I ;,+i +K ti \, J r""� ? o .1M' a, -fir .'. ',_✓ ' } .,f. I 1 '7Y i i r 'r .Y ^r {, " #' _ 1. ►�/' '1 .5 t I a y $ .,, a r _ r ,• .d •,!` IIIIIIiIIIIIIIIIIIIIIIIIImi <' F N c i -111111111111111- I40 1 - y 4` i' I 1 1 t I i I I»I I I i 1 1 I 1 1 1 11~ 1 I I r-I 1 I Inti 1 I1111,11 I I Jill 1 I' 1` ► 11 11 I I I ► f ( 1 1111 III I I I I i 1 I ► 111 IIt 111 11'► 11 t I I 1 1 III 111 III IIIIIII • ' � Ifvl ' Itl ' I ' 1 ' 1 ' ll � ' llI ' I ' 11IIj11l � I � l _ ll ' I ' ' 1 ' lll ' ll1 I � ' � ' 1 ' 1 ' 1 I I 1 ` ' 'I'o� 1 ' 1 ' 1 III i 112 NOTE: IF THIS MICROFILMED . I 2 3 4•_ 5 6 7 8 9 DRAWING IS LESS CLEAR MAN THIS NOTICE; IT IS DUE TO THF WALITY OF THE ORIGINAL DRAW ING. OE 6Z 8Z LZ 9Z SZ bZ EZ ZZ IZ OZ 61 91 LI 91 SI bl EI ZI II 01 6 9 L 9 S 10 IE-- c' 1""s" 111IIIIIIll IIll III flit 111uI11111Ill UIIH1411111,111IlunllluIIIn6111�1II1hIIP1u11111III IUIInnIIIIIlIlIll I1111u1)Ill Ill IIIll 11111ImI111111111111IIIUD1111111111111111illl11lll�ll11111Nh1nIIn1111lIll �1n1111u1111111tnIInIIIIIlI1111Iiui t11111111111fI111ti11f111111IIN11lWIN11 JULY6 1 92., . �,, _.-_ __._ ._.____ ._� - --g ,....__ - 9 ECT ON 0 j /, T25 H j vv" lh-liv, j�,"I' A P ,_) 426 l /01) � 11C N4 ,5HIA137 C 0 UN"r Y 0 R F 30/Y M / go ..... 9j 91 9 ) 94 195 L ! N t: ).38 198 19 H '�o 0 0 % 10 Cd, \A S 40 8 0-V 20(p 206 2_09 185 1,YZTALL e" Tee INSTA., 6" 4" 184 ........... SON [- A < 0 5 . IN-';TA L �� 1/ �, �; , I , f 1 76 77 176 119, SIX PROPOS ('i► C-1. ........... jJ0 ........................................ ...... V-1 )64 ACO ArZ $.A.-Ak le x a" C'eciss. 1,59 160 A0 ............ r-r/-S TING i'v C' 12' G.V., 12" 6 rt e . ......... ....... I N 01 C OWS TR 0C r/ov /V 0 T F%-S Oftf e.►Ofq 4 S. W. SA1744CM sr qD ___. _._ _�_._____ .. _._ _ ____ _ �___.._._..�._ _. .. T I G A R D WATER DISTRICT RG ):10 5 ED Pi Pf L EIVG 7/4,' " V I C I N TY M ,A-1 P' 8841 S.W. COMMERCIAL STREET 0 TIGARD, OREGON 97223 *"0001 3 CA 4 E 1 4,) C. 1. -- 9: TELEPHONE: (503) 639-1564 4 C. 1. / 0001 WATER PROJECT �,� �. ' ,�, Q .� cJl`v?M orf 1 E L 01 PAC E 0 Ir -PA. :ro PAC1fJC HWY. 0 Robert E. Santee, P.E. Administrator Scale. NO 2 B Cly' 21 tt --- F1 I "1 11 1111114 11 Ill 1 111111111110 Jill if III I ill 3 5 6 7 19 9 0 11 12 NOTE : IF THIS MICROFILMED • DRAWING IS LESS CLEAR THAN THIS NOTIC6-r-IT IS DUE TO n= QUALITY OF THE ORIGINAL --lArRAW ING. 6 12" C I 0 OE ez 8Z LZ 92 SZ b2 cz zz I z 0z 61 81 IL 1 91 SI b1 EI Z1 11 01 6 9 z 9 b 2 j L IIJUAIIII 1% . IC Ir TNINTT V a 5ECT101V l D 11 , T25, RIW WM . MAPS 2S I I01) � 11C ' WAS NINGTOiV COUNTK � OF'E GQ N i —�—•"'��� 211 3'' ;2) 214 ` ` PLUG £AST _._ . INSTALS . -- - " -• I /O' EA S E'Mc:NT ,+ IA5 5. / /NSTAL L G" C.1. P 1 �? 15 3 1� �. ... �,, N P:. �':•-.. �— �C 01- >04:00 r / t 4 ,--- r�--� 15 ! ool __ —s 6=. JNS7" LC le,eA/InI +, ___ 1 `` CONNE T TO �, 150 -y 55 � + EXIT r/N c. c.I. CONNECT TD EX/STlA/Gi 141 G., C.1. W G" C.I. vv. 3UMMERFIELD DRf VE ... ...._ �• _ ... ...._ _ ... ._.._._ -.-- �� J l E'Y/S T 1 i1+GM f.N. „ 12''rI I., 11 , cs�ross �l�L�GGt'D sn) \ •� -- ------------__.._.._....._ -- �`'� G G.. V. AP 6 ' t. (NORTH) ,rX/ST/NC3 /&1' C.1. , /P G.V. , f /2 "Is "P/G /p'' c.I. , /2"d.✓, �Ef �` G" G.Y ' G.. C.1. (No.) l2" r G'' rEc ¢� c" C,i. 't G'' vrvrqr AUrCRCAr10N C4rN7eAZ TIGARD MATER DISTRICT _ 8841 S.W. COMMERCIAL STREET 0 TIGARD, OREGON 87223 FI�U� TELEPHONE: (5173) 639-1554 WATER PROJECT 1\1 C) E. r;tiy �,.� • Robert E. Santee, P.E. Administrator ("11= • I Sca!e: f;0 ,. , -, -� -. NOW all "rj !i �fi t j q tit t!� tip r� t Int 1 1 t I 1 ► tit I 1 t t t' r t t t t t t t t tit t t t t I 1 I � � 11 � 1 � IIlII � 1 � � � � � � � � � � I � � � � 111 _— � I I 1 ! I I .� I � NOTE : IF THIS MICROFILMED ' 2 3 4 5 7 S 1 0 12 1 DRAWING TS LESS CLEAR THAN ' THIS NOT IC61—IT IS DUE TO TK QUALITY OF THE ORIGINAL --01[1RAW _NG. _ __ _ r OE 6Z 9Z L� 9? SZ v EZ a z na 61 91 ,l.1 91 SiI f#I EI Z0I 6 O 9 S b E I seals"' � `�` ��l1 ir1�I���������I�����loi�Iftllt�t�tt1��lItt4N1�1911nt�ttallEtH��� I�arlt�i1�1111�11111 �IttNrla�:lJA �I � rr�ittrrinrtl►rr�I�►�� � �� T2 IS R W NM . //C LA4 G0C.1. W L'✓. 5. W �� _.___ ._ .__ __. __..____ _ .__.. T ___ _ ... ._ •_ __ _ _. _ _ _.....__----------- —._.__._... 01 .._. _.. C.Y/5 r/ma 6 C.1. fXIS TIAo s G" rZA9 C ' 4 L IN�G ✓ + r H• W/o.V. G" C.6 - Exis rowo G„ C.1. II w/G.r f l x 1 i (/'� -• C'4NNFCT 7L7 EA'1 ST/NG G” C.1. (f-) 'ySTA t L D dLN C`ONNE'CT TO TSN If -5 6 C. C. 1. ! fHSEri1ENT ( I _R" Y. e,j� 74 4' r •' ! 2GG 2CoS 26th X59 253 252 I /!t'a T,•3 i L d ENDS, i ! As X'Q"C I r /01 275 272 2� 7 2ro4 2� I 2 .� . � � e54 251 I ( f PRO/USED C, C. PROPO-S 4"C:1. i � PROPOSED 40 C'.1. 2 7G I 271 268 it �+ G2 25 7 255 c50 l+,f 10 WIG Y j to —"'•� ,.-- INS 7'A. t. 4' C.1. ! i 2 7 7 � �._ ..._.. i 2 ;'0 269 W/ G i s / 249 , s ' %N T/; ._ L GC'./. w/3.K .__..... \ i INSTALL 6" C.J EAST S%DE 7f TR£E 7 HAS *07- 4'" /UT 4" �'EDUC�R' AS REQ'D - ____ N6 A 4 6'' 4 i t 1 / t L �! " TEE i •,y '',. _.� ►0 ,n(s TALI. ~ $"K 4'' TEE Ir Q 1 /N,5 TA C L F. H. /N.TALL 8x6 TEE t.'VSTALuC f3 C./., �,,� i PROPOSID B', C.1. � 8r TEE !� �~ c'�.V. ` 1 ') 1 r V 24�-• 24 I ' i IN5 TAL L 8" 6" 7.1"E ! f NS r�1 c< 8" C.1. 3" G M �,.- '" ' y f �'` B" CROSS F'R0003E B C.1. � / ( j t 23 2��� t EAST � SovTN). ( r C 243 233 ` e34 235 _ 23� 37 244 245' 24�i `47 ► _ .. _._. _. . ._._ 248 F 1 i 1 1 1 ,�qOPOSED 8" C.1. -~ "1." t TIGARD WATER DISTRICT (� { 8841 S.W. COMMERCIAL STREET • TIGARD, OREGON 97223 N TELEPHONE: (503) 639 1554 WATER PROJECT S?RFGoN 'r I E ' r I L._ � TO W N���UIu AGE ,.... Y _ p T Ilk t /Q _• 1�. .� r Q PA C r �...- }i f Robert E. Santee, P.E. Administrator Scale: .�i','' NCS' 1 �'.�� • m n .. ...,.,,. r '41 1 �1J'1' f I �1ITT i , �. I r r � I til 11 � 111 II1 � I � Ali iii ill ili ili 111 i � � X11 � � all NOTE : IF THIS MICROFILMED 2 3 4 5 6 _= !� I Q DRAWING IS LESS CLEAR THAN w THIS NOTICS;"ZT IS DUE TO THF QUALITY OF THE ORIGINAL DR�IWING. 92 LZ 92 SZ fl►Z CZ ' ZZ 13 OZ 61 91 LI 91 91 b I E I all I 1 01 - a L 9 S IF E Z 1 *00000� p loll IIiulIIIloll IIll 11N11l11111ltl1N611Ill 11IWIill4ltoifIfIll IIll itIIIll I1111I I"4IIll" it;IIN411"hnr II 111uI11111111111111I1111!)�1taTlliu�luu�utl�l�dud "Ill i � ���✓ �D � , T� R/ w WM. MA F.� 'NA ;; t•/!/V 719N Cc� U WV TY 29U 2� 9 2�� a8 I ' 0 R F c.;0 P11 a.o. 29/ 288 283 280 j Goustruc tion Notes$ { ; ! 1 . Notify Ti *rd Water District riot to coll�enc 7. All sewer lines 10' 1 terall or 3' vertisall , r � Y g P � +� r y t construction* of water $sarins shall be eatasod 10" frees { 2. All work shall be is accordance with A.W.W.A. cross tzag with eeoo rete i" ' hick 1 • 4" C.l. PRORuSE.I 4n C.1. standards. S. Mains shall- be, tes ttd at 150 pari far 1 hear. I 3. lthl work *ball be inspected saes approved by 9. O. S.B.N. bocterielo&icol tests re eired. � 1 Tillord Water Di.strict. 10. Tigard Water District . shall install all 292 287 284 ► 279 4servicesI ; { f'i � a h�rdrsalrs�t assembly consists of MJ x !'lg Tee, copper poled to black.toppiog of , /o 60 lrlg gate vrarlve, ss 6 Fig spool, and Pacific street. Motors will be installed per # � Sz &tes fire hydrant: , Sk" KV0, 3-port (2-21" NST iodiviAual request for some. z �„ how 1 -� " " g 2 286 285 2 ? rn E � �,s connections, � 4� pumper) , 6 f lg coesaec 1 i. Upon completion of iostallatieaes, contractor 43 � � � tlovos, lk Pent Opr Mut, open left, e:elort red, shall. advise Tigard Water District of total traffic model . construction coasts to which will be added I � � i )AI-A : L � ._ /A/S TALC. 4 C.I. G.Y. � 6' �.V. ' 5. peurod concrete thrustblwcks at least 4 square 10% four TWA Lospections, Water less, overhead, 6' # 4„ PL .� < feet of bearing surface at all cross, toe, bead, siaspiting, etc. , and 8% for engineering, b + w—of f locations, inc lode ing permits, "as-built" drawings. =7 A 6. 3 of �/4 minus ravel cover for all main&, ___ _�_.___ _ -►- __. _ ...-.. _- -- "' "" �, intersection tion daps, etc. r_.,- � ___. _._-- • I r t t lot .r� �� N S TA L,- t h 4 8'i x 6H TEE iV/8 / f i � ` 299 � � ; , .fir ► 4 27 228 1 L,z � 230 �� 1 23,E _. ..�J 298 2-97 9 w r r a j / ! IN5TALL F. t i VV H G H41_ A ND D .F I f - r W/G.V. 0.o. 1 2 w� ► 222242 3 ! 2 2 4 22� � l TIGARD WAYER DISTRICT . � ,-N4 8841 S.W. COMMERCIAL STREET • TIGARD, OREGON 97223 149 TELEPHONE: WX 639-1554 WATER PROJECT ,J L TOWNtIOUSFJ ( FHA541 -7 PA v E 4 OF 4 PAG F I i:.11..�1111 .. Y .�. 1.:.1....S.� ' 0 ' Robert E. Santee, P.E. Administrator Scale: �' 7 NOV, a .r ».... M__ . ....... �' ~` i 1, � I 'i i'� � Inti iie� �� ' !� I' i I � 1 1 l��• -p lel IST ��� IliIII Ill ili ! I ill tj�� 1 � 1I IlfC1 �f� 111 t � i 1 I .,� NOTE : IF THIS MICROFILMED `"" �-"�`�" ��----!i 2 3 4 5 6 7 8 9 �+_ 2was - DRAWING IS LESS CLEAR THAN THIS NOT IC-r*-TT IS DUE- TO S Tit QUALITY OF THE ORIGINAL DRAWING. OC 62 82 LZ 92 SZ 1P EZ Zz IZ OZ 61 BI LI 91 SI bl CI Z I I 01 6 9 L 9 S b C ��llu��ii��iilta�iil��ieall�Iilrill.si��Itltatal,����J1It11IIiI���ilwl�ulrarwl�sui���r �ili�i��1��11�I�I1i11�t111111+1111���►1II11rN�#4� 111� i111iNtnit11111f1t1111fl11vt1DTTTT N7 �I��u�i��III�IIN111111111,) - l�1lUill�1i11 , a I j M A Fj 25 I lN) 11C WA I-N/IVC T a.N CUUJ✓TY I OR f } 1 ril ruRl± ACCESS 1 r �„ C. �. 1000' i ' *uAU I • fUTt/RE) £.Y/S Ti NG /PM C.1. 1au O.Y:, 140dESS \ /2"x (" , CROSS W16•I C41 ' RUA D ` (5ou-,ti)/ Ie+► x G" i£t ` I W16" G.Y (.50t/rq) XrsT/,V,C. C' C,/. W/ x"' a.0. ACCk'_6 W/,2" a.0. . t %5. \5 um Flif D r CONNECT 7o "Is rya 711 w1 • • � .» � _ .. _ _._ _ ., ' / Edw/S T , 0. G.V.. vSFR CROS$ Well GVHo) -C.�. Ex/s r/Wrct :� C.1. fND PRD�f.0 Trz W/' G„ G.Y. F • I ; , 1 I . N,ti�'f 92 93 94 95 -81,C�,/S ',i N ../� + __• 1 g"C.1. l�; . •'rG"RE►uCe r. COG.V. f TEN1N'/,,�l _ s i ; ► i 1 /ms rl,Y..4 a, c r. W/ e 11 C.I. W/O MO.(so) , i COURT /Ns7 -4:6` J►Zrht", `�- ---_ t � � 8 04 1 /O/ 103 { D 6 07 /DFS l/D 000000 P _ _ FA 40 / I! I /NS TALI, PRD PG ED L"IC.1. J22 Ileo I G K 4 l { , 91 90 89 I 88 87 _.. 140 /39 /3� `� lay 13�i l35' l3� /3� I32 131 130 )29 � /28 � 12 7 /2Ko /25 t /24 1123 7149 _ lolilil Construction Notes: �ji�, o��aola f16 -I 4 . Notify Tigara Water, District prior to conowncing ?. All seer Ila** 10' laterally or 3' �/'T E. 5,t-,,, ` Cisnatruction. vertically of grater stain• shall be r 2. All work shall be inn • accordance with A.W.W,A, rtundards, tuaasied 10' from crossing with concrete 3. All work shall be inspected and approved by Tigard Water (F" thick. District. 8. ftlas shall be tested at 150 psi for 1 4. F' r* byeryaut assembly consists of NJ x Flg Tee, F? g bows TIGARD 'WATER DISTRICT than vs0ve, 6" p'Ig s ool , and Pacifi I'tbich Tito i - ;aranttt 9, Q�, .�.P.N. ���c tea �1 ��i ��el tests required,, - 3 � " MVO, 3-port (9y " NST base conneck.ioms , �. -�4 "Im19er1 , In. Ttgalvd V1,s,t,tn nig l:tief 4h�all install all 8841 S.W. COMMERCIAL STREET • TIGARD, OREGON 97223 6" 11116 conoecti ons, 1j" Pent (fpr Not, open lett colors copper services 'prier to blawcktapp ing TELEPHONE: (503) 639-1554 r ,:d, traffic model of strept, . Wters will be installed per S. ' ,,vz ed tevacretel thrustblocks at l tla'fiii0 4 b(pliat t IIk!1"t- of Yndivi dual requt vt for l&mt. 'y WATER PROJECT 111,mritax surface at all cross, torr, limn i, anJ blev-elf 11, typn completion of $nsta.l lation, contra c. W., , •:- �)L � `4l `s!� ro�r. ' ball advise Tigard District of to ,, .a4 u � � YIJ 6. 36" "inns gravel cover for 011 renis . constKuc ! ion coats to which will be add.-- .' 1� �,,f ^ �� fi I" �= r" 1.� �� 104 foi TWP xnsgrect•iox:a, water lasov or,., / 'Ieadt �*ftvl ink, ttr . , Aad 8% for engines xng, : Jaz: .d ng peT,rsi to t "as built drawi: � 1.11�1tyIC":F'F TE 1-.I:i Iq0 . i, ter wetrt•a a� Apr, etc Robert E. Santee, P.E. Administrator :I. ;' /..�4.. r;, . ... -_.._._- -�'__.-...... _......._... ...- scale: J" - ��' 4 CC T /9;3 t 1 .. 1-oil111111111 111 f1 ! I _ i 1 I t r 1 �' 11 uo' ill t - r) r rill o1 1� lJill � ll Illlllt IIIM �� r 1111111 111 � 1'I1 1111111 111 111 1111111 111111 1l11011 1111111111 � 1 �1I1j1 � 111I � � � l i i 1' I' i I I 1 I I I I I • 2 3 4 5 6 7 8 9 10 I I NOTE : IF 1 IIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT ICF"`"IT IS DUE TO TMF. QUALITY OF THE ORIGINAL DRAWING. 0C 6Z' 82 LZ 92 S2 tit E2 22 12 0z 61 BI LI lie SI bl CI 21 II 0! -6 0 L 9 S b ►11�1I1111111�111111111�1111111�111111�111JII�IIIIIIIINI1luluulilrl�llulllir ►11�1111lIIII�IIII Httlilll111!IIIIII�It1I��Id �IIIIINwtttrlmriltttl � t���k11 �11u111111111111111�1111�)Wl--- - 1�1 IN �ll 1�!ll�I �IIN A i A ,rl r • r , WA 5NlN5 TON COUNi''Y ; 01 it-G ON , PROPOo _: FIFE � '•✓STM. . 1Acclss ', u0A 1) . � f C-I F_ x/s r;-vUUTU9 /2" C.I.Cll�"G.K, �` ACClA SS (So ROAD a•'f✓) /P" x G" ?E4: t W/ c°" A-0. W�2B.O. , /p -- l.fVF 77.- 1 hU rA L L W" l•.1.f I 'ma`''r+- -_.. •- _ -••-_.. 'r., ,.,_,„r. }J•..---_ ....•._.r...r..,.. _• 1` • f CO1VMtCT 70 Exlsr�MO rr/s7' /.vj 12"� " b v.V., TRA wjAr R c N 4 CRosi5 W/a G r Na. ► - _ - - _ _.. _ _ �Xl ✓G ' H YVEST LvG (' gyp, �� __.� _'_----��--�• 4 __ __.._..._ .. ._ �___ w_ . _ -.� f ; /� fX , r /V _ .7 �2''.� <o' C ROSS I '� i �- . �``' . w/ �•'O' ENd PROi1EC . 1 ' it /P" a 7Z4 W/ 6" G.Y. • S /084C oy ' i l E ,, ' 2 ; • 1 , 13 !,l PRv � �cr CONNECT D 4X1,5 7 OV'� LX/ G lJP" x Q't / L /1'i i .r `w , ' ¢ � t ' � t v" r.�. �f �" 4• /'� OZi.�'� 1 CI'SO1) -8106.✓. W/ a" I W/B" 0,0.�Sa? COUH T . Y4 .- --- , i 1 t �� 'r� u f� `�--•_.. ` �'(0 9 7 9 8 9 9 1 100 10! 102 103 104 /0S 106 /07 l G� / 09 110 S. VIS' f 0 F OA -- _ 81 01 f ' PROPOS D ro" C.I. 1 P /N,�TAc: Co G t! � � I f i FtoAG ZIP `C-/. L" ` I /✓. ti , 122 I<''! 120 1 f 9 1 ' 91 90 89 88 87 ► �, 1 140 139 i /38 !37 , /3� 135 /34 /33 132 131 E 130 129 128 ' 127 125 124 123 ►__..._ _ .._-___-_ . .__ ___.1 1 11149 Construction Notess f t�al<c� r-- r � : . Nva�i fT Tigara water District prior to commencing All sorer l i s 101 laterally or 3 \ T conI•truction. vertically of grater mains shall be 2. All work sb*l l be in accordaace wi th ,A.W,W,A. wards. used 10' .from crossing with concrete ;t. All work sba1. 1 we inspected and approved by Tigard water hick. District. d. ftrhw stall be tested at 150 psi for 060 F ' e hydi ant assembly consists of 1J : rl& Teo, 6" pig mac. TIGARD WATER DISTRICT 0 l Vvq 6" Flg s eel , and raciti c Ftatea !'i r� :"ram+ 9, CS-AR.No bacteriological tests required .,. 51 ,. MV0, -pert NST bare connections, 1 -41 i;+Ial orl , W. Ti aV4 nter District shall install all 8841 S.W. COMMERCIAL STREET • TIGARD, OREGON 97223 6'i t '; i �o t't� +3Usa 11" fent Opr Nut, open left ,, colors Lo�er serviefew-1rriet to blacktopp ing TELEPHONE (50?' 639-1554 r , f f a made) of street, . Meters will l l be inotal 1 ed per acre t.e thmstbl take of l yea+„l 4 sdulax s feet-, of i►ndivi dual reclue et ter same. - o rir>Rg *er.rface at all croos, tee, be>nfm And blw►-w+ri?�f II► Upon +roepietiau o7 fa,�tsllation, ro.t�ar� tax� WATER PROJECT 1 shall afti se� Tf ark 'Water District of to x,a 4 � r "O 45+:, ,, � t_ f l� ' J TO• 1��'�'f/D ' SS 6. T`' " '► � '� I's ninn,% gravel cover for all mai�np . construction toots to vikich will. be add ! f] " �. 10% tot TWD .i»Apections, water long, ori► „k- CPHA _z) �%**d0 tf�n{ in&, 'tt' . , aad 8% for engineer.,. � l.Jh�lh'11: : r�:: :I: I" L. D h�'IC► ging, 1LJ,; ' adJ R& pex'Ni tsp "as built, drawings" ., . int.eroe c tift.i maps , ett „ Robert E. Santee, P.E. Administrator Scale- .50• CC T• 1,9,7 7 �. �I1 Ijl .I�1 111 I, 1 111_ t� { �� l '��' 1 �1 '1� 1�1 �1 111 l � i' 1� I ,1 1 � 111 111 Ilf ��r l � lll � f : Ii1111 111 110 Ilillll 1 ,111 , 1 1 , 111 ,.1 r ; l �iil 1 , 111 , 1 1 { 1 ' 111 '111 ` 111 � AIr,. � 4 5 6 7 8 9 10 NOTE : IF THIS M ICROF I U►IEU DRAWING IS LESS CLEAR THAN THIS NOTICGi••'IT IS DV TO IHE QUALITY OF THE ORIGihl �L - DRAWING. 6C 62 92 L7 92 %Z VZ EZ ZZ 1Z OZ SP 9i LI 91 G1 tvI EI Li II 01 6 9 L 9 9 10 E I ""•' ' �►11�111�1111�1111�1111�111116111�1111�111�1,III�111i111N�1!!:�:::!{���111►�Itt�t�llil#HII�NItffT111111N1�llilt?1111 NIIIY��I# f1'114n. . illlllill��N i►I� ,�N'll , 7rTTT V _ 44 �"4"" . ..I a` 9• '.`^. - ' - �g p ,-._- • A 6 T 1 g I ? M Al 24- 31 - 38 1 2= sI . , g4(. 2051 Z5' - -- -- __ -- - - -- --- -. . h s ZZ 8.9 7I? --------- L s Z30.T6 T - ►17.19 / C h8 N-78"24'41"w -4� ¢'6" /G' T /G 11 Q & _ 24 - 37- 38 _I __ _ _ a __ 64.414,&A,.• -r4Z r >t�o { R .�_ 1 iE Z moi!�o 2= 175.00 �,' � , Ch - 74.(.42 4 -T1 .662 Td.34.,12- L '' I S.ZZ I ?"rLA�S 13 A:PN.COW, I 4, Y4"/FT ,� I FEL'J "t3 r - 36.20 a Fr. - I ,� _ rn_=min[�. Ghia S-7�"5741''E =''l _ /%7// - /I - - _ . Z::- � rte --�" ._/)/ I W _ t _ - 0 n = 43-46 - I o �,u= -- -_1 _ r�,; ...1111111111111111111111111 �, �if-�- 111)T, ; Z.r37EUM. PD. . 11, R = 150.00 ,' Z"( I �" � -I I r_"THR.oUGH I�S t 1`1 /1-c. - ,4tc Ch = l 11.8ZZ r.- . 194.90 I t-:34. sTrNr qt j� . �riur 6. 57 r�r. �r D2®EWHY` . /9 ♦. Z7 J7t4E,57 ET �° 7 G•?04, � 4 L - 1 14 580 S .W. CF N 'i-c) f? Y �A1� UI�c �V , TG, 19L.73 ' T,C 2p2.�4 I e _g10 Tc. �s 13t181.SS PC . 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'��.�7'� r,. • .•,. IJ01 5: '� r , 1 1.'TYPTC>.11LOT SIZE WILL BE 4,000 S .FT UI�DE2 F'Ql'sBEUT PE ZpIJtu6. 2. ALL Sr02QN)QA1k)AGE FACILIT o-,r DIS(7HAZGE INTO A)ATUQAL. I e'l / •; ,� DQAIUAGE COOP 4! WHICH FLOWS THRU 'TTfE-- PQOPOSED SUEDWISIO /, �/f i .• r,, ,` , b 1,A`NI 11, 3. ALL 51pE, FRC.)T, A D erzAR LOT LIOC V+LL HAVE A S FST, E(ASEMEQr FOR DwAII E A00 (TT'ILITIE$ \ // - tG �a. w r, + .•.► ....' \ \t 4. THE PROJECT 11TE IS 00IEIt UTILIZED AT THE PRESEUT TIME. -Q _ _ ,' ”' "+ f "' C��[[� \ PROPOSED USE WILL, 13E Si[)C-0TIAL NOUSIWG 4' REC, FACIL.1-TIES, . ti. " .� cft S. 5R1C?i•Tagy SEwep. WILL 6E coL-LE-C.Tr,D THRU THE SYSTEM DEV*t.0PMEU�' 2G * 1LG AtJD WILL TT2EATE0 BY THE KI\16 C (TUAI.ATII) DE'J. CO.) SEWER Lel --• -- i i' •- T It rf�+TME UT PIJ�IJT I)pt��) APPI-OVAL OF THS, OF EU MI O- S w. i Ou"AN1 EUTAI.. QkJALITY.\A FRUMP STMT I OW AA)LO PRESSURE LIVE �I'� IL1sm-LED IN THE llt PHI?S!? TO PUMI' TO THE KING CITY PLA T. o, DOMESTIC WATER WILL BE SULLIED BY THE TIGARTD WAT'E ©ISTRI(747, _aLj_ T WALITIES WILL RE IWT(:4 L.L_fj 79-1- E HIrz 5T-Aoc)A2c) ,o ; V I C I N I TY M AP ' \ r � \ . �►; �� STmrcer gAPwvE-w*v3TS SHALL $E TO CIT'`!"OIM �IGtaR.Q/�TfatJUA20�. ,V0 �� �, ALL OnLITIES &*W4.L Be Lwoe2GtZwoo. / / 1 \ ��-; __ - %Ii. «_ r - ,�� __ fir,• t 6. SIDEWAI fcS 51IAl,L BE COA2 TRUCTED AT 'rFi LOCATION I AW WIDTHS qfs -. \ } I CI - -- - sHowu 00TH ( S PLAu. . , � z.. Si, THE RIGHT OF- 'WAY UD V IZJ -W t T t i ? • �° �� A PA U t-t� SHAM BE CO1JaTT?_UC TTsA RS SHdwry ' `�a � ,, .•. .,�-"' ;'ter. „* 10. 26 WILL BE DEDICATED _ CATED ALOOG THE 1bf2TH 13000DARY OF S,W, BURHAM 20. — F'Of2 Fu=URE' EXPA►J101�. J .1-1210 !` / u: It. 7F4E GOLF E SHALL BE SHOWN AS TRACT q 01J THE I-INAL RL•Ar• f - \` �' 4A 43 4 ,��► J \ 12. A HOME OWNG ELRS A556�CiAT10Q WILL BE PO ME FOR T v LOP / ` ` , ''`' ; \tL 1 I POPMED THF_ U E E ME.I.)T � � l 1 w ,,,,�" ,,, \ WITH R D2FiFT OF THE COVA TS AIJD RESTRICTIONS SUBMITTED T'3 r -� � \ P gDU�I 4E CITY FOR REVIEW. PRIOR TO`71ziF, RECORDING OF THE FINPL PLOW. A'�fl2A1►JAGE STUDY FOM TI•IC CiJTIRE BGSIN HAS E3EEN COMoLCTEf� / r P 1 ,�,..-'•"� ;�: ;,,r ".' � °a _ _ \ ', ' � ,, : 1 D F02 THE (AREA BETWEE�J S.W. 1�(aCl t=1 G`i1EWY. POO S.W. R8 r'� AVC ' - C- Y 11 1 rNCLUDTt�G ALL AREAS OUTSIDE THE' P20JEC-1- 8AWA10A21ES / r •J " q. THE QF• IJTE2 Rt�E0f-SHA(_Lt3E S4.10UA.' AS T2AC'T " B'' Ou Tim FII`)AL PLAT , / l�t-- �:" '/ f ^ + k �,rr,.• "r" fpr �, t Q% , y �, -- �Q`y'' _- ,•-g ..rr; � .,.xJ....d.---�- ._. _ _ y.' _ .. -'_^ /r'r- Qc'^ �(a'C � �� ^y A '. �, ., ` .y / ���--.� _.._ •_-- ____ ._------ ; a _- \ . • m ��Mw L �n,l _ +` x �� 4' T o` O 3.�y """, `J 1y1.• � r' _ so FfpT a6e.IAAI W?Y � 1 qL q� `` I 1V V _ � IFS \ IN, 1 IT 311 J W \ ,. l r�� �/� \� I GJ I N CS'u E ft 1 j,A 1J G.�LD G 170 X 2 4C .2C2..7� -..1 .,, \ \ � � .-•.'- 32 � � Z'4S I P � 1, t l � �O F.. O _ - `lam Xyt'D EL 3 \ 2 2 0 �. I 1rAM ` 1 1 j ASPHALT \c.• ,�.` y` _ _' y►.R� I" I 32\ 13t' 13� .P �� 1� qSl __ - _- . ` .. 420 5 t CREA7 100 ' \ f I J 30 ' \ Q '1 `\ NFIL , F I 3 I - - ,..-- -W I -- _ - a �f Eta R - / Ilk Lor. , 13 \`� ; w 3 I Rao' i ! !' �' ��° N s �„-Q \ _ LOCATED IN P RTION OF I ti ` i6EVELAPMt=NT CO. INC.r_,. ,�.. y9U A-, "' ti��+ ,2,a�3 bid L.0 ® ARM 115304 SMV. I1'6th AVE. �. , ;�' _ _---•=u _ � q1 car P. s e7 � \ ` f�l -- \ y I Ir ` . ° a TIGAW OREGON TEL., 639-3101 \ 11 \ 1 , J \, hluJ , vh t E 114 'Sot ... f1 SII 3�. 1/4 /u � °4; r � o " .c or 1t7N. _\ S -2S R- I W W. M. ENGINEER- SURVEYOR ` m z�s \�: , ,� d.� t<< I 9r U,v/�i92Y ` art INGICN,,glH� roccss ✓+� �o �5r ,��r 3° /L 1000, 1 100, a 1400 HARRIS-Mc MONAGLE ASSOCIts 1 \ WASHINGTON COUNTY 8905 S.W. COMMERCIAL ST p-- .. TIGARD, OREGON TIGARD, OREGON TEL-639-3453 ��// ► / / `` #� �. 11� / j ,�,�I S+ _ \- SCALE: I"■ 50' DATE: 11/6/72 - 1 1 / /� •+fir x , L r DAIZ•l :� f �y a CONTOUR INTERVALS. 2 FT. y i� ST I Isk A, i 5 pis, �S W p ?` (ll 2 '\ t��l C I Q) f p / s_"' _/ WILL �� u20 TEIIAr PA>I?KIOG /�''� 1 4g, z' �_,_-,•,. .:x.. \ ./ ` . `t' 1 1 �`- ,/ ." MOpEr HOM>✓ USIF \ 1 \ ~-� 6 'a SZ' SL' \ S2' ' 2 /G SP' ,2 i. `•'� " +- j / a 1 ly 1' 1 DANT- W ILL iZ1�mme oc) _ _ �, R t_l T 10 IJ I 1 ' .� 1 \ �J T �..._ _ _— � _ _— __ _— I 1 17 / (Z�P L,A', WITH �a�t \ r -»- . 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