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I wit �' , ,.«rv�+w+ 14r.'nwMw.r.,RANp,p<A,«.II�NMw�(MAc,•M,.#MOM^'.nglM o+»lyW:e. , .w.:w. vY. «wMw,:,..,•.,r,NMCM•NM.M'WYMfW'.Y.wr.+..�.,• , — J ,,• . .. l} - ..•,...w..,.«www...,«.+.,.wv,».-n,..««w....�•�........,�,e,.,n„� AdlimaL i r _ r �I'k' tl'I��'�'I'I�J'�'I'I}�t'►��I�I' �tl � 7�II'I�'11��11� rll'�111111 �11�111 tltl�l'��It�n ��Ilitll�tltl�l��ltl��'ISI'I' 'I'I't' 'I'll�'`Il,lrl'�'�,I'i'�,I'I,I'�'�,I'tt r NOTE: I F THIS MICROFILMED 12 DRAWING IS LESS CLEAR THAN t THIS NOTIV&-r-IT IS DUE TO I QUALITY OF THE ORIGINAL RAW ING1 OE ez oz Lz 9? Ti trz Ez zz It oz 61 91 AL1 91 91 ipI c � z I 011 -a Y c 9 's-•, --t'► ' IE-•. z I"law „�--''"�� ►u III lulu nlu n lnn l l In lunlnulul�I alllultlNllnG�Iu1bM�InaI III�,,tllll,�,ullttttlFfl�f tttl lu 11u�1)ul I l lullaflM,�11 n(I 111 ni l l lntnl rt ltlimH�Un�1+liNHAl �lualn ulllul nll�nlll)IUIN�WluldlluWll�uu�lullul�lhul :. �.. .... . JULY 7 1992 1 ..+w._r. `. ... ...yA.�M.>n.. •••,+.",•P"�."?"^'+Pa,-•-T 1�i."-rr•-x..,..„.,.... «� e... _ �- I� X17 V--V-1,1 1 I i Y� a ! J a r � i r. i rJ� d� t'a •," J qgl g.p y x.44! �..•� rKt !M :., n}.' ( ,, ,1 ',t,. !A'! f'V silo` w�1,�'',. I- .; 4 `Vty � �dh'. •y yA _ 9� ��„[p�k r� b�,•¢W��JW,,�yAV � y 4 ,,„l �� Yi�I *� 1�f.,)h _+L.I w ,. V t•t o�.A1 1 s11 6 y ��'�t !1 y . ►�,i ' r �' w Jr flV-i V 1 t' • I CITY OF TIGARD, OREGON RESOLUTION No . 79- u2 RE SCLUTfON OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS C014STRUCTED WITHIN TERRACE 'GRAILS SUBDIVISION AND AUT110RIZTNG RELEASE OF THE MAINTENANCE BOND THEREFOR. WHEREAS , the City of Tigard Subdivision Ordinance requires subdivid_rs to install streets , sidewalks , street Lights , storm sears , sanitary sewers , underground utilities and other public facilities for the development of subdivisions ; and ,4HEREAS , the City further required the payment of fees and the execution of a Compliance Agreement which sitputates t%at : "Upon receipt of certification by the Department of Public Works that all. requirements have been met and a One Year Maintenance Bond , the City Council agrees to accept the public improvements , subject to the requirements for correction of deficiencies and maintenance for a period of one year . . . ;" and WHEREAS , said Certification has now been received ; and WHEREAS , an acceptable Maintenance Bond has been in effect for the aforsaid iai.ntenance period ; and WHEREAS , all deficiencies have now been corrected , NOW , THEREFORE , BE '[T RESOLVED that the City Council of the City of Tigard, Oregon , hereby accepts the public improvements constructed within Terrace Trails Subdivision , said subdivision oeing recorded in Book 34 on Page 37 in Washington County, Oregon, Plat Records . AND FURTHER, the City Council herein authorizes release of the afor. said Maintenance Bond . PASSED : i'his 7_—day r, C _ /ja,.;: ; ,, 197 , by the Council of the City of Tigard . ayor - Gty of Tigard ATTEST : Recorder - Cety of Ti 'ard CITY OF TIGARI)v OREGON RF;SOLU2ION No. 77- R1?SOLUTION OF T. TIC. 2D CITY COUNCIL ACCEPTING THE PUBLIC 7MPROVE?i`�'NTS CoNSTRKTED WITHIN SUBDIVISION AND AUTHORIZING RF.LEAS OF �TKE MAINTFINANCE BOND THEREFOR. l5,WEREAS, the City of Tigard Subdivision Ordinance requires �ubdividei's to irstall streets, sidewalks, street lights, storm sev.,ers, sani.tary sewers, underground utilities end other public iacilit-ies for the development of subdivisions; and the City -required the payment of feEs and the execution of a Compliance Agreement which stipi.alates, that: "Upon receipt of certifir.ation by the Department of Public 'rlo.rks that all requirements have been ret and a (`tte Year Maintenance Bond, the City Coutici.l agrees to accept the pl-blic improvements, subject to the requirements for correction of deficiencies and maintenance for a pevird of one year. . . ; "and 7,7iVRE'AS, said Certification has now been received; F:nd 'r,tiEREAS, an acceptable Maintenance Bond has been in effect for the aforesaid ma'.'.ntcnance period; and WHEREAS, all deficiencies have now been corrected, BE IT RESOLVED that the City Council of the City of 'Tigard, Oregon,:l,'•reby accepts the public improvements constructed within SubdiT-ision, said subdivision being recorded in Fook 34- on rage 3-7in Washington County, Oregon, Plat Records. AND FURTHI4R, the City Council herein authorizes release of the a.fores,gid 1.11intenance Bend. PASSED: This day of , 19 , by the Council of the Cityof-71gard. iiay 6-r----- City of Tigard I�4 � ��r• 1 c ATTEST: 1r.•fir. Recorder - City of Tigard r I Avoid Ver u CITY O To:_ Subject: 67 11 �, "C-CO '' o� 4 ,0� • �q i March 20, 1979 WILSPY 6 HAM 222 Southwest Harrison, Suite 4 Portland, Oregon 97201 Attn: Mr. Jerry M. Palmer, P.E. Re: Terrace Trails Subdivision Dear Jerry: This is sent to clarify the status of the sanitary sewer line between manholes number 9 and 10. We concur with the evaluation of the functional adequacy of the exist- ing condition and, therefore, we have commenced processing of the necessary documentation to facilitate city final acceptance4of the project. Yours truly, John S. Hagman Supt. Eng. Division JSH/pjr cc: Leota Fritz AvniJ veri.i1 ..les CITY OF TIt"A . CLAke. r• r(: Suu .414-4�1 4L4L Du"_ lb GP wb C► "C'�� e-Y-A tit .n Ir`p 6A.31 C.0 ou 1 J CAP- \-r" fit k 1141% +� `� 1�' moo►�•�t' S C w�t�.� � '�.� � �w��w w•y a+h.} \o o-o��E.wl 0�.t �J G \n S `{�'H•+C- ' �,,,, klv%cs scr..kce_ Or (1344 cj p1a•1� Is Jeer ' `�• 1 i�t i.� L\ ' Ead P Wdsey(1892 1957) 222 SOUTHWEST HARRISON SUITE 4 PORTLAND, OREGON 97201 Telephone(503)227-0455 • Cable"WHINT" micuVED December 15, 1978 DEC; 1 i3 1978. Mr. John S. Hagman CITY OF TIGARD City of Tigard P.O. Box 23397 Tigard, Oregon 9-1223 Re: Terrace Trails Subdivision 4-1624-0301 Dear John: I am in receipt of your letter of November 13, 1976 and per our telephone conversations concerning the remaining "defective" work items as listed in your letter of September 14, 1978, it is my understanding that the City has been satisfied regarding the location of the three problem manholes, and also that the City forces have repaired the protruding lateral servicing 11630 S.W. Terrace Trails Drive. Therefore the only item rerlaining is the one-third concrete filled sewer between manholes #10 and #9. Enclosed is a xerox copy of Sheet 2A of the Terrace Trails "As-Built" Plans annotated for that section of line we understand is the problem area. Also imposed on the xerox is the picture provided to us from the TV inspection. From the picture it would appear evident that -.he existing line is not "blocked" , but in reality it has a one-third filled invert. that invert having a positive gradient. The line in question is eight inches in diameter at an 8.6 percent gradient and it serves two residential lots. From the infor- mation available we can certify that the condition existing is adequate to provide the function so designed. In fact, the reduced opening can be expected to increase the united service flow velocities. *rhe only potential detriment would be that the "Y" lateral is blocked or that the upstream end of the concrete fill is not at a positive gradient at conformance to the pipe invert or at the upstream manhole. Provided that the latter conditions listed above do not exist, we can certify functional adequacy of the existing condition and therefore on behalf of the developers request acceptance of the project improvements and processing same through the City Council . engineering • planning • surveying • landscape architecture mappinq • systoml, �I ..4,n4➢(bMYr�Nfiti "'1..+' -., _ :' - -�.�..._.._,dui "--•`..•or.Jy+"wNxu.wwra6whi.dwtaaxnr;i�I.W4waPYlhAr.wly��wWYq.afW�4• { Mr. John S. Hagman December 1o, 1978 Page 2 John, if my understanding of the situation is incorrect, don't hesitate to contact the undersigned. Very truly yo—s, L S E Y & jiAifi��> p IAS J rry M. Palmer, P.E. ice resident JMP:sl Enclosure CC: Leota Fritz Fred Truax f � r,•V �r . . jf ` x i 4L f � r h if (24 LL j I 3 3': L r- 7-A-1, , !"K 1 rd - �� r� 1 ` � U GF-!J�'. 0111.•O�•S:•.i p1 U. r,' 1 rry w , n i AA• jp el /7e to ce wt 7774�- November t1, l9)1"' ::'ilsey & Fram 7.22 rlatrrison Suite 4 Portland, Ore?,on 97201 Attn: .Jerry M. Palmer V.P. R°: Terrace Trails Subdivision Dear ''r. Palmer: In reply to your letter reRardins; corrective work which has been requested by the City of the developers tt►r.rein, please notice that Resolution ':o. 76-1 stated that City acceptance is subject to the maintenance bonds which bond is still on file "to provide for correction of defective work or maintenance becomin¢ arpvwent or arising within one (1) year after final accentnnce . ..". Final acceptance of the Project nn,' nu1,,er111c,rtt rebase of t" 193rtennnce bond by the Council by written resolution hFi!, v.-t t,1 occur. Tt ?+nsn'r occurred simply be- cause staff cannot malce such recomaenrlatitin to the Council until all 1•nowm de- ficiencies cease to exist. Correspondence between t11e :levelo,,nrs :3n.1 staff, following Cpnacil's conditional acceptance resolution, clearly presents a chronological record of deficiencias which became apparent prior to (develonern) co77nletion of corrections which were initially addressed by said resolution. Further, your letter indicated your belief that the bond %,crrant.v period e—fired on January 12, 1977; such isn't true as you may observe by reaiin,� the enclosn,a copy of the aformentioned document. The defecti*►e utility wore- 1rit!An t110 nro ject i4 the responsibility of the developers, anal will remain such until. the Citi nsnunnr ri- sponsihility therefor, fully, in writinv;, an has been done 0-in and tine a,!Pin for other projects. Yours truly, J3r1/pjr uP�• Cng�. �>.vision ca,i r Wilsey(1892.1957) 222 SOUTHWEST HARRISON SUITE 4 PORTLAND, OREGON 97201 Telephone (503)227-0455 • Cable'WHINT" Reqs lI OC F VEZ) October 19, 1978 2 3 197 Q&OF 7/C48 0 Mr. John S. Hagman City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: Terrace Trails Subdivision 4-1624-0301 Dear John: Ms. Leota Fritz and Mr. Fred Trueax, developers of Terrace Trails Subdivision in Tigard, have refer, ed to us a letter dated September 14, 1978 from you in which sanitary sewer corrective work is requested prior to proceeding with project acceptance. We are confused by this request! Enclosed are copies c,f relevant correspondence from our project files. This correspondence includes: request for initial inspection, City "Dunch list" dated November 24, 1975, request for final inspection, City letter dated December 23, 1975 notifying that a resolution of acceptance was being prepared, arid transmittal letter/copy of Resolution No. 76-1 dated January 12, 1976 accepting improve- ments ! Additionally a maintenance bond was provided far corrective work arising within one (1) year from the acceptance date of January 12, 1976. It is evident therefore that the improvements have been accepted and that the one year warranty period expired on January 12, 1977. Any street or utility maintenance work within Terrace Trails Subdivision after January 12, 1977, should be at the expense of the City for City owned/accepted improvements. Very truly yours, LSEY & HAM itk "�- Je ry M Palmer, P.E. 4C Vice Pr sident \ JMP:sI � '4�C10i Enclosures CC: Leota J. Fritz \ P Fred Trueax engineering • planning survey ng landscape archlleclure • mapping systems i September 14, 1978 Leota J. Fritz 18140 S.W. Shawnee Trail TualPtin, Oregon 97062 Re: 'Terrace Trails Sbdv. Dear Leota: We've purposely delayed responding to your letter (dated 3--11-78) requesting final acceptance of the public improvements therein, now that most of the manholes have been uncovered, to give our T.V. in- spection crew time to complete visual inspection of the sanitary lines. There are three manholes which continue to elude( us, namely M.H. # 1, 0 8 and # 17. Further, while conducting the visual (T.V. ) in3pection our crew discovered two internal defects which need be corrected; pictures thereof are enclosed, details thereof are iterated on the reverse side of said pictures. We have a video-tape on file which may be viewed by your contractor should it be of assistance in conduct of repairs. Please let us know when the aforesaid is resolved so we may check same and proceed to process certification to the Council that the pro- ject is ready to accept. Very truly, .John flagman Supt. Frngr. Div. .TSH: vs enc. • � �.=� �.%..�• ��'�Il�!;;•a _ ��i7 wf'l��.:�Li �j�j.._c E.1. ..��:.:�G',jj � =? (�,� I li I /}i.'q LZ-- ri ••-_••�TT�'�....Y.-_�--�.7....r...«......w..ww....._.w.w.•.r.ww•.n....w_•._...............w.-. _.._ . •.v.� . 1 .! f 1 't t ....__•.-- _.'........._._._.._•.. ..w ...+... .._ ..... ...,�.M..... .w ..•..Nb..r._.»Mr...•_...._.... w.......... t ! -;t_..._�)rt dry a-•.-.._.,..,,�..,,�. ��•�--•3.-•-----. .._._��_v. -— - - -- �-E �_-�...._ ------ ' __:-.r:,:� • - ----ter.-.:.�:..,=..:,.:.-�.. es -4-0 ��f/� � I .— .arr_r..w................_-_..W.wMw..w.«M/..w.wIM1NI.yr..alr r.r• .... No ye �'1_�..��_�� ...�_.._.f-,�l- - --•��r-, �. �- �/:/ . .'_. OQ��?.�Vii.?___�.� __ ELM � ��?sic �' ' /� t:. �l • n yid " • �! T-0 U or i -_._. y.• _ —_- _._.��........ ..-.....-...�...www.wwr...-wiwr�....w,-�.r+�_.-.ter.........«nom...v._-...--.�+�--.-._.+.r�r.t�...ro...�..w N_ _ .... ... .��lCa={i'�� a•�ftj�=--ij��"� ♦...n.{.cLf_`. �•J,.�1•.62.�•!'�_ .("j.G•C`�l__.-_".�L!'Z_""_.'r�'.^-t-U_..-.,�. �JC�//f/� t r 16J41.' S. W. Shawnee Trail Tualatin, Oregon 97062 I,ugu s t 11. , 1978 Mr. H. L. Thompson Engineer Tech. II City of 'TJ gL,rd Tigard , Jregon 97223 Dear Mr. Thompson: As the develo�:er of TerrGce Trails Subdivision in Tigard a request is hereby made that the subdivision oe accepted by the City of Tit_Lrd . The iters referred to in y )ur letter of July 139 1978 have been comfleted and we feel the subdivision is now ready for city acce}.tance. Your cooi,eration during the devel.oT meat of this area has been greatly appreciated. Please inform me when final acceptance occurs. Thank you. 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C A 17 7-- > > � ---�--_ ......_. .. ter. �...._..._...r......•....r,.....�....�»..... ,.._.,......Y..,..,...,..,�,.,,,,..,.. i L_Y ' t�.__... .-_. , ' ... .,.�!....., ....•rr.r.«r�....�Yrr....rrrr�rwM_...w..►rrw•ar ._—_rYr._r •,•y�^ K __�-. - .�_ ..__.. ••.••_.^My...Yrw..lr Y..•r+M•-rl.rrwY.•. .. . ••. •. ..w..•.-.a.... .... � .•�..._.r I•�+w_Yr.•r,r 3111 YM+.w� .._.._+�-...•.�-....._r+_+.•rw tir.r..._/•..__•r•1a.._•.r._. .... •.M+..... ... ..s-. K...«Y Y_...r_•r••._+rrr.Ir.•r-.s_r_V.rw.Yr•M►_!/IYiY i i -y 1 ...a ---'+•w.r.�wi.w+n.+�.v...-..+w—...w.++..rw�.►�r.M•.+w�.�.wr_•+_.w_.rw�w�w+. (jZ�►l a fA!.� � I'i!/��f O!/1_! ----�,..-.-_-•-=�=�- _I____'-��.. �`�IF�(T��, - ---L � 9 '��G_-� • � �i.�✓..lel�f��i�.�_ �w July 13, 1978 Leota Frits 18140 S.W. Shannee Trail Tualatin, Oregon 97062 RE: Terrace Trails Subdivision Dear Mra. Frits: In response to your letter dated 6/16/78 and :o document porticns of your telephone conversation with John xac.jwtn the other day, this is to inform you that, we cr-opleted the requested inspection of your subdivision. The following items still -teed your attention be7ore the City can accept the public improvements: l.. P.G.E. power vault of 11680 S.W. Terrace Trails Drive needs mortar installed between the curb and vault. 2. Rain drain n4eds to be repaired at 11505 S.W. Terrace Trails Drive. 3. Rain drain needs to be repaired between 11515 and 11525 S.W. Terrace Trnil.s Drive, it must: run tuider the side- walk. 4. Street needs to i,e patched at 11570 S.W. Terrace Trails Drive. S. Broken side-aal}: needs to be removed ani replaced at 11680 S.W. T#irr-re '--'rails (20 toot section) . 6. Sanitary sower lines will be visually inspected an soon ae we are notified that the (previously iterates) manholes are assessable. Yours truly, Ti . L. Thompson Tech. 11 RT:db r Avoid Verbal l•tessages A-1 CITY OF TIGARD To: . _ from: �:bject:'+ � � �' '� t�1' S Late tie 11 c ff:_CEIVED JUS! u 0 1978 June 16, 1978 CITY Of TIGARD 1,1r. . John H ag eman City of Tigard Ifigard , Oregon 97223 Fie : Te.rr:,ce Trails Subdivision Deur Johns I am in the process of arranging to have sidewalk poured at 11730 S. W. Fairview Lane to complete requirements of your letter dated 10-21-77. Last week I met with John Law regarding a question of whether the city would require installation of the sidewalk at the end of S. W. Terrace Trails as there is apparently a thought that the street will ba extended on if the subdivision request is granted. I also asked that someot.e LiA,Ucate to we if the PGS vaults have been readjusted to the city' s satiNaction. I will appreciate your comments on these two items so that we may proceed with final details. Thank you. • 1 RECEIVED JUN 1 , IM CITY OF 1IGARD June 7 , 1918 General Telephone Company Administrative Offices 10700 S . W. Beaverton Hillsdale Highway Beaverton, Oregon 97005 Gentlemen: As reported to your office on June 5 , the "Utilities Installation Northwest" Company dug ditches and installed our telephone service underground . Unnecessarily, they drove over our shrubs and sidewalk and dug the required ditches . In the ;rocess , the shrubs survived (I think) , but .the poor sidewalk is a broken , bleeding mess . Also, they put asphalt in the ditches they dug across our neighbor ' s driveway , but neglected to repair the large hole that they made in the street where they parked the ditch digger . I would like to know if you folks intend to repair our sidewalk and street . or should I consult my attorney? Sincerely , Donald W. Franzwa 11710 S . W. 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III 01 6 9 L 9 Sf...,�..Iti E Z 11"•x'" ' �ft111111111111111111111111111111111111111I�IIIIIJIIIIIIIIIIIIIIIIIIIIIHIItt1111111w1111111IlmlunHl(Jlnullinlll�Ilinlluulllll�Illt�11111unlnuful111!1111nrltlultin►11t�Intluubtn�tNullulllinlilnlu11111ultwltlJ�lWlu�u��ul�tuhui�uVbm JULY 1992 I�I .. �t�Vr It1 1 1{ h11.74J1 ;t 1 I ? ity of Tigard P1SPF TION REQUEST for INSPEGTICN TIME :_ PERMIT N, _.. i DATE: 5 17 DATE I SSUEL,:. OWNERS NAME : ADDRESS : s...�.��G CONTRACTOR TEST. Air n, Water [� , Visual D , Lohorotory t] RESULT. Approved Disapproved O rend, Y r 1 SKETCH: 4e-w. a1A -4�, ..44 ivoPlIr I ' INSPECTOR DATE ILNQTF Attach supplemontul lost deco hsrstol /- ,,,te. i ` Ccwobyr 219 1977 Mrs. leota Fritz 15140 S.W. Shawnee Trail Tualatin, Cregon 97062 Terrace Trail:i aubdic:). Dear Mrs. Fritz: In reziponsa to your latest request for inapect?.on of public; im- provements in the abovc4 referenced aro14,Act, the following list is n 3=Mation of daficianu and/car Lncomplate that need to be correctad prior to final ncceptance of the 3ubdivijion by the City. 1. Sidewalk naed3 to 0.3 compl•It?c at end o:z Terrace Trails Drive cul-de--aac. 2. Pa cement nr,pds to be patched In front of Drive ays ;:t 11635 .3.1d. Terrfica Trai13 L'rive and :11550 S,W, La.rrace "rails Drive. 3. Rain drain neada 'to be trimmed flush with the curb at 11635 S.W. 'Tarrocer Trails .rile. 4. vaults ;;o b3 ri-gdjListed and grouted 9t 11'170 . ,J. ^erraca mra:ili Crive, 11620 a.',J. Terrae-e Trail:. Drive and 11715 S.?!. Fairview Lane, 5. Sid?walk needs to be fini.3hed at 11730 S.W. Fairview :Lane. 6. The :3anitary sewer cutinholes of 111atara1 G" need to be raised to surface grade. `dhen the aformen tioned is done, we will be ebl? -to advise the ^i t. Council that the subdivijion3 public irtpro l em+gnts are rocidy for City acceptance of naintensnce re3ponsibility. Yours truly, John S. Hagman atzpt. rngr. Div. cc: l-!r. Fred Trueax 2 x1.11. 2e,38n JS1I/pr mmutaxxmw el 04 0 0 v w % ►'rr C s! TfY�l/,� .D I' �% ��0 S �J r�G i Q,,... �t�r. —r'.•rs/C'�:; t s--v- —..,r�- �5 ,G�+�,. /��t? S 4) Tr res C{ d�_�.-,-�. %/ fit u;��-'�-•-c-'�''r-�'� /�S Y" S t'� /-�rrA c>r ��t ,!5 Dr. S � 1'" G C� ✓� �-��3 Jl�.P�d .2,C_� �_,.`,/�,,-off'-�,.r� /�7�� Sw 7i�+-,o c-t / /'G/ lS ✓ r. /��tJ S w %�.r,r c-F' �ti►!�S D r. G�–e� /�7/� $ `✓ �J 16140 S. W. Shawnee Trail U D Tualatin Oregon 706 JUN i 7 June 9, 1977 9 CITY OF TIGARD City of Tigard Tigard , Oregon nn: Terrace 'rri,ils Subdivision Gentlemen: As one of the developers of the above subdivision in Tigard , I hereby request instruction from the city regarding final acceltbnce of the d evel oi-,ment. We desire to cancel the maintenance and performance bon;is at our earliest ot.r ortunity, and will need instruction from yaur staff as to further requirements and how to Iroceed to accomplish tris. Thank you for your prompt attention to this request. Yours Lrulyj h tot A`(I e- \'J I V% VAP 18140 S. W. Shawnee Trail TualL.tin, Oregon 9'7062 JUN i977 June 9, 1977 CITY OF TIGARD City of Tigard Tigard , Oregon Hv:: Terrace Trails Subdivision Gentlemen: As one of the developers of the Gbove subdivision in Tigard, I hereby request instruction from the city regarding final acceptance of the development. We desire to cancel the maintenance and j performance bonds at our earliest opportunity, � and will need instru^.tion from yjur staff' as to further requirements and how to proceed to accomplish this. Thank you for your prompt attPrition to this request . Yours truly, J � I i November 5, 1976 r = � S �r Stephen W. Spienel �\ 6515 S .W . Miles Ct . Portland, Oregon 97223 Dear Mr. Spit!gNl : Please be advised that the Tigard Planning Cor.-mission at their regular meeting of November 2 , 1976 apYroved your reauest in jntQrsecA*,joraat W Terrac•_ Trails, rive . The Planning Cocuission specified thnt the driveway ZS'e no closer than 5' f cora the fire hydrant on S .W. Terrace Trails Drive . Please be advised that a .street opening permit is required prior to begi.nniiig work . If wa can be of any further assistance please do not hesitate to contact we at this office . Sincerely, Richard Daniels Associate Planner R!):sf Note : The following acknowledgement must be received by the City of Tigard within fourteen (14) days of your receipt of this letter. Failure to return this acknowledgement may result in action by the City of Tigard. I hereby acknowledge this letter documenting the action of the Tigard Planning Commission . I have received and read this letter and I agree to the decision here documented and to abide by an7 teres and/or conditions atte hed. Signature Fate CC : Public Works Building Official File No. V 10--76 V! .. 1� r September 1, 1976 Fd Gause 13505 110th Tig2rd, Cregcn 97223 Dear "Ir. Gause: I The encr oar._ -went (f 0. 51 ) of your residential construction into the existirIS utility easement on lot 10, block 1 Terrace Trails subdivision will have no adverse effect on this City Of Tigard 's rights 'and/or use of said right of way. YCL!rs ve.•y trUly, Theron L. Martin Director of Public vork:; ? 'i; pr WLAL City of Tigard I INSPECTION REQUEST � for INSPECTION TIME: S � PERMIT NO. : I DATE: - - DATE ISSUED : I I OWNERS NAME : T��t ,�+ � , 1-1217-2ADDRESS: -- CONTRACTOR : DDRESS: _CONTRACTOR : Goc.vh+B& f-xerg,.. (K,I,jA<,Cr .t.% TEST ' Air ❑, Water[] , Visual X, Laboratory ❑ RESULT: Approved O Diss I pproved ❑ , PendinQ� SKETCH. ` p to -T-t INSPECTOR DATE I COT! 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Rte,. � •is ��""+.. 1 4 16 Ir e� vN N AI slSri' 36. 51116 1414 � 15x06.G4_ r i CITY OF TIGARD, OREGON SUBDIVISION DEVELOPMENT PROJECT (P.W,) Procedure Check List 1. FILE INITIATED.... ................... ................... [N 4 0 f (1) Supplementary sheets attached................. m II. SUBMISSION OF PRELIMINARY PLAT!. (1) Pending Planning Commission action.,abled,...... Qj 8 20 74 (2) Approved tentatively by Commission............. q (3) Variance apprr,ved by Y.C................................. X 2 3 74 Ill . SUBMISST.ON OF PRELT:4INARY CONSTRUCTION PLANS: (1) Plan Cr.eck c_ommencedr............. ............ pg 1 (a) Revisions required. ,............ ...... ❑ (b) Stamped, approved for construction..... (g 2 /27/ 75 (2) Utility Co, plans recel.ved.......... I.......... ❑ (3) Implavement cost estimate received............. 99 IV. EXECUTION OF PROJECT DOCUMENTS: (1) Contract �oc� Faup. ts drawnr 4 (a) Umcrd'Ag�ebmerif4/ td............ ❑ li 1.5 (3) Lasements obtained & recorded.(tV.be on�f>:r�sl�Fla�.� (4� Deposits made...(F'olds'.�i1,�1.................... V. SUBMISSION OF FINAL PLATt (l) Review for conformance commencedr .............. 4/ IV 75 (a) Revisions required.............. ....... _a lb 75 (b) Approved & signed by Comm. Chairmen.... ❑ (e) Resubmitted to Commission.............. p r Ree,No, Approved.. . l (2) Approved and recorded by County�Surveyor.,..... p B P,,,_, (3) Address's assigned............................. ❑ VI. COMMENCEMENT OF CONSTRUCTION............................. ❑ _L1� Note_ Inspection sheets and construction/ Inspection check list (attached) for progress. VIP . FINAL INSPECTION OF CONSTRUCTION.... ..................... C3 (1) Pending correction of deficiencies............. ❑ (2) Not acceptable, construction deficient..... .... ❑ ( 3) All construction items acceptable.............. ❑ VIII. EYECUTION OF FINAL PROTECT DOCUMENTSt (1) Maintenance Bond signed........................ ❑ LL (2) As-built drawing received...................... (3) Final report to Council issued......I........... ❑ IX. CITY COUNCIL ACCEPTANCE OF PROJECT IMPROVEMENTS.......... Lj 1_L MAINTENANCE BOND EXPIRES: / / January 13, 1976 Mrs. Leota Fritz 18140 S. W. Shawnee Trail Tualatin, Oregon 97062 I Re$ Terrace Trails Svbdivir:ion Dear Mrs. Fritz t This is to inform you of action taken by the City Council at their last regular meeting. Enclosed, please find one copy of Resolution Pl -76 acceptin;, said project public improvements, subject to specified conditions and maintenance obligations. Very truly, J. S. Hagman Supt. tng;. Liv. JSHims cci Mr. W. A. Degan & Mr. Fed Trueax cci Mr. Errol F. Garr C/o Wilsey & Ham I , I CITY OF TICARD, OREGON RESOLUTION No. 76- r RESOLUTION OF THE TIGARD CITY COUNCIL iiCCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN TERRACE TRAILS SUBDIVISION. WHEREAS, the City of Ti-ard Subdivision Ordinance requires the installation of streets, sidew^mks, streetlights, storm sewers, sanitary sewers, underground utilities and other public facilities for the develop- ment of subdivisions; and WHEREAS, the City required the payment of fees and execution of a Compliance Agreement, which stipulated that: "At such time as all public improvements except sidewalks and street trees within said subdivision hav,2 been completed in accordance with the City's requirements, petitioner shall notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met, the petitioner will submit to the City a good and su:ficient maintenance bond, if not already provided with the performance bond, form approved by the City in the sum of $81,943.75 to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year after final acceptance of the public improvements of said subdivision by the City"; and further that "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year as hereinabove set forth"; and WHEREAS, the petitioner has now requested fil;ai inspection; and WHEREAS, said certification has now been received, subjact to the hereinafter listed conditions, and WH.--REAS, said maintenance bond has been received NOW, `THEREFORE, BE IT RESOLVED that the City Council of the City of. Tigard, OLugon, hereby accepts the public improvements constructed within Terrace Tru '_z _ubdivision, said subdivision being recorded in ',00k 34 on Page 37 In Washington County, Oregon, Plat Records, subject to ompletion of the folinuingt 1.) installation of all sidewalk: by April 15, 1978, as per Compliance Agreement, Par. 9 (2). Placement of one (1) heli Class "C" A.C. overlay on all streets / within one (1) year of Council's acceptance, as per Compliance ^^Agreement, Par. 9(c). ,r c4 7-I ff-740 submission of one (1) as-built sanitary sewer mylar. AND FURTHER, subject to the aforesaid maintenance bond. PASSED: This day of J ave , 1976. Mayor ATTEST: Recorder F' J RESOLUTION No. 76- I MAINTENANCE BOND` Bond No. U 774497 UNITED PA.OIF'IC INSUI'LAN-CE COMPANY HOME OFFICE, TACOMA, WASHINGTON KNOW ALL MEN BY THESE PRESENTS, that we BEGAN, FRITZ & TRUEAX, a Joint Venture as Principal, and UNITED PACIFIC INSURANCE COMPANY, a Washington corporation, as Surety, are held firmly bound unto CITY OF TIGARD, OREGON as Obligee, in the full and just sum of EIGHTY ONE THOUSAND NINE HUNDRED FORTY FOUR AND NO/100ths Dollars ($ 81,944.00 ) for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administra- tors, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the said Principal entered into a contract with City of Tigard, Oregon dated April 16, 1975 for construction of streets, storm sewers, sanitary sewers a rd water orcins in the Terrace Trails Subdivision WHEREAS, said contract provides that the Principal will furnish a bond conditioned to guarantee for the period of one year(s) after approval of the final estimate on said job, by the owner, against all defects in workmanship and materials which may become apparent during said period, and WHEREAS, the said contract has been completed, and was approved on January 12, 1976 NOW, THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH, that if within year(s) from the date of approval of the said contract, the work done under the terms of said contract shall disclose poor workmanship in the execution of said work, dnd the carrying out of the terms of said contract, or it shall appear that defective materials were furnished thereunder, then this obligation shall remain in full force and virtue, otherwise this instrument shall be void. Signed and sealed thi:fee 12th day of January ' 19 16 Wil nese: BEGAN,_FRITZ._&..TRUI;AX, a Joint Venbire Z -- , Ptdp )v UNIIF �PACIF=IC I Sl)RAN�CTC �If' N.Y `eEmma M.Kemp Aitnrney to Fact . HOU-2309 / O.L.C.C. Applications D.,A. Application, Kev-Wkst, 11.445 S.W. Pacitit Highway , Ti,irZ, F.S. Package Store Touch &Go Goun:ict Foods, 11066 SW Fa;:.t. i Highway, Ti. a-d (a) Chief of Police stated Departr.tent investigated and res.:�tr. .r�', ;rpproval of both applications. City Recorder noted City received copy of tatter Lr O.I,.0 fror.� Jason Boy rndc,r5in� the suitability of the Dawsons (Touch and Go) for such a icerts :. (b) Motion to forward applications to O.L.C.C. without ob t.ctlnr,s Councilman Cook; seconded by Councilnan Moore. Approved by unanimous vote of Council present. 10. RESOLUTION No, 76 2 - A RESOLUTION DECLARING AN INTE TO OFFER NON-FEE LIBRARY SERVICE 'PO k66 RESIDENTS O/DE NGTON C LINTY WITHIN THE FRAMEWORK OF COOPER- ATIVE LIBRARY S , AND 0 ACCEPT $25,999 ON AN ANNUAL BASIS AS RAISED BY A COUE TH E YEAR SERIAL LEVY AS COMPENSATION FOR OFFERING SUCH LSER CE. (e) Motion to adopts Councilman C000n d by Councilman Barkhurst. Apptoved by unanimous vote of Coresent.] I ,. k«.SOLUTION No. 76-3 - A RESOLUTION RENG THE COLUMBIA REGION ASSOCIATION OF GOVERN- MENTS TO HOLD AC HEARING ON THE CURRENT DRAFT OF A REGIONAL COMPREHENSIVE PT!IF CITY OF TIGARD 1N ORDER TO PROVIDE TIGARD AREA RESIDENTSURTUNITY TO PROVIDE INPUT INTO THE FORMULATION OF SAID PLAN. (s) Motion to adopts Councilma Moore; secondi,d by Councilman Barkhurst. b unanimous vot of Council prem 12. ESOLUTION No. 76-1 - RESOLUTION OF THE TIGARD ClCY COUNCIL ACC'EP'TING THE PUBLIC 1 ROVE- ►��. MENTS CONSTRUCTED WITHIN TERRACE TR.AiIS SGBDIVISION (e) John Hagman of Public Works ')epartment stated maintetta.r,ce- bund was received an subdivision was ready for acceptance. (h) Motion to accepts Councilman Moore; seconded by Counciltr.an Buckhurst. Approved by unanimous vote of Council present. WNiWTA PARTITION - ROGER BELANI A rcgUrSt to partition a parcel f land Jr a Washington Courty Suburban. Residertisl Lore at 1219t, Scholls Ferry Road nd 122nd. (Washington County tax map 1S1 348, tax lot 50O). (a) Public Hearing Op ed - 8s10 P. M. Statement of c•ts gl.ven by Planning Director. PAGE 2 - MINUTES - JANUARY 12, 1976 7. APPROVE O.L.C.C. APPLICATION.)' (a) D.A. AppltcatiOci, Key-West, 1.14+5 S.W. Pacific Highway, Tigard, Oregon kb) P.S. Package Store License, Touch & Gu Gourmet. Foods, 13066 SW Pacific Highway, Tigard Recommendation by Chief of Police `). RESOLUTION No. 76- - A RESOLUTION DECLARING AN INTENT TO OFFER NUN-FEE LIBRARY SERVICE TO ALL RESIDENTS GF WASHINGTON COUNTY WITHIN THE FRAMF• WORK OF COOPERATIVE LIBRARY SERVICES, AND TO ACCEPT 425,939 ON AN ANNUAL BASIS AS RAISED BY A COUNTY-WIDE THREE YEAR SERIAL LEVY AS COMPENSATION FOR OFFERING SUCH LIBRARY SERVICE. 10. RESOLUTION No. 76- - A RESOLUTION REQUESTING THE COLUMBIA REGION ASSOCIATION OF 'GOVERNMENTS TO HOLD A PUBLIC HEARING ON THE CURRENT DRAFT OF A REGIONAL COMPREHENSIVE PLAN IN THE CITY OF TIGARD IN ORDER TO PROVIDE TIGARD AREA RESIDENTS AN OPPORTUNITY TO PROVIDE INPUT INTO THE FORMULATION OF SAID PLAN. � 11 . RESOLUTION No. 76- � - RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENT& .rONSTRUCTEp WITHIN TERRACE TRAILS SUBDIVISION. 12. PUBLIC HEARINGS (Commencing at 8100 P.M. ) (a) Minor Land Partition - Roger Belanich A :equest to part.ttion a parcel of land in a Washington County Suburban Residential Zone at 121st, Scholls Ferry Road and 122nd. (Washington Country tax map 1S1 34B, tax lot 500). (i) Public Hearing Opened (2) Statement of Facts by City Planner (8) Publtc Testimony Proponents Opponents Cross Examination (4) Recommendation of Planning Director (5) Hearing Closed (6) Consideration by Council (b) Zone Change - Hawes/St Clair A request by Hawes and St. Clair, on behalf of Lyle Van Dyke, for a zoning ;nap amendment to zone a parcel at S.W. 67th and Hampton Streets, presently zoned Tigard R-7, single family residential., to C-P, Commercial-Professional (Washington Co. tax map 1S1 IAD, tax lot 400). (1) Public Hearing Opened (2) Statement of Facts by City Planner (3) Public Testimony Proponents Opponents Cross Examination PAGE 2 - AGENDA - JANUARY 12, 1976 CI'T'Y OF TIGARD, OREGON RESOLUTION No. 76-- RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THF PUP11C IMPROVEMENTS CONS'T'RUCCED WITHIN TERRACE TRAILS SUBDIVISION. WHEREAS, the City of Tigacd Subdivision Ordinance requires the r installation of streets, 6idewalks, streetlights, storm sewers, sanitary sewers, underground utilities and other public faci.litles for the develop- ment of subdivisions; and WHEREAS, the City required the payment of fees and execuL of n of. a Cu- pliance Agreement, which stipulated that: "Av such time as all public improvements except sidewalks and street trees within said subdivision have been completed in accordance with the City's requirements, petitioner shall notify the City of the readiness for final inspection and upon certification by the Department of Public 1•l'ork.s that all requirements of the City have been met, the petitioner will submit to the City a good and sufficient maintenance bond, if not already provided with the performance bond, form approved by the City in the sum of $81,943. 75 provide for correction of any defective %cork or maintenance becominFLapparent or arisin& within one (1_) year ff Lfins acc i,tance v" `'e public improvements f said subdivision by the Ci ty ;�ar.c �. ~t ert a t 'Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year. Mai.ntenaoce Bond, the City Council. agrees to accept the public improvement's, subject to the requirements for correction of. defi_ciencies and Maintenance for a period o one year as iereMa*ove set orCi ; cnd WHEREAS, the-petitionor has now requested final inspection; and WHEREAS, said certification has now been received, subject_ to the hereinafter listed conditions, and WHEREAS, said maintenance bond has been received NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tirard, OrPann. hEreby accepts tl ayublic imUrovements constructed within TeKkace Trails subdivision, said subdivision being recorded in Book 3/4 on Page 37 in Washington County, Cregon, Flat Records, bUbJet Lo complc-tinn of the following: 1.) installation of all sidewalks by April 1.5, 1978, as poi, Compliance Agreement, Par. 9 (2). - yJ'..dfiWW1w'fiia4.aN:i+4n0.`nlrutiM,'61NYirMW1r..u/YwnK+W/IujW�Wwr..nWavalirYri KwW.A.iIWiYA.ud.�li.WNAwLahtls�yy�yiypWiYlf t' w. i' 2.) placement of one (1) inch Class "C" A.C. overlay on all streets within one (1) year of Council's acceptance, 'as per Compliance Agreement, Par. 3.) submission of one (1) as-built sanitary sewer. myl.ar. AND FURTHER, subject to the aforesaid mainLenance bond. PASSED: This _ZIday of _j _,u.r (z r , 1976. 1 Mayor ATTEST: r 1_ Z" G� Recorder RESOLUTION No. 76-_ •.•:,rw..r�s,.xww•.wnrrMiri.rkr+�iM...n...�,r. ' ORIGINAi r , ., ONTENANCE BONO' — — -- - f t and No. U 774497 Its -• - UNITED PACIFIC IN'STJ'RANCE COMPAhTY N� HOME OFFICE, TACOMA, WASHINGTON KNOW ALL MEN BY THESE PRESEN'rS, that we BEGAN, FRITZ & TRUEAX, a Joint Venture as Principal, and UNITED PACIFIC INSURANCE COMPANY, a Washington corporation, as Surety, are held firmly bound unto CITY OF TIGARD, OREGON as Obligee, in the full and just sum of EIGHTY ONE THOUSAND NINE HUNDRED FORTY FOUR :.ND NO/100ths Dollars ($ 81,944.00 ) for the payment of which sum, well and t,•uly to be made, we bind ourselves, our heirs, executors, administra- tors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal entered into a contract with City of Tigard, Oregon dated April 16, 1975 for construction of streets, storm sewers, sanitary sewers ani water mains in the Terrace Trails Subdivision WHEREAS, said contract provides that the Principal will furriisW 'bond conditioned to guarantee for the period of one year(s) after approval of the final estimate on said job, by the owner, against all defects in workmanship and materials which may become apparent during said period, and WHEREAS, the said contract has been completed, and was approved on January 12, 1976 NOW, THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH, that if vithin year(s) from the date of approval of the said contract, the work done under the terms of said contract shall disclose poor workmanship in the execution of said work, and the carrying out of the terms of said contract, or it shall appear that defective maigrials were furnished thereunr►er, then this obligation shall remain in full force and virtue, otherwise this instrument shall be void. Signed and sealed this 12th day of January 1y 76 Witness. BE(' a__"int;_Vent�rre Vrinclp�V UNITE PACIFIC I SURANCE`E0 �1Pl�NY� B yr Emma H.Kemp Attorney-In-Fact BUU 2308 EU. 7 71 l December 23, 1975 Lrrol 11. Garr Wilsey d liam 222 S. W. Harrison, Suite 4 Portland, Oregon 97201 Re: Terrace Trails Subdivision Dear Errol: As per your request (Letter dated 12-17-75), a final inspection was made of the public improvements in the above referenced project. Upon visual inspection it was noticed that repairs had been completed as outlined in the city inspectors previous letter dated November 24, 1975. Therefore, a resolution accepting public improvements in Terrace Trails subdivision shall be drafted and submitted to the City Courell, with the following exceptions thereon: 1.) Submission of "A good and sufficient maintenance bond, if not already provided with the performance bond, form approved by the City in the sum of $81,943.75 to provide M for correction of any defective work or maintenance becoming apparent or &risin within one 1) PP g ( year after final acceptance of the public improvements by the City". (Subdivision Compliance Agreement, Par. 7) 2.) Completion of installation of all sidewalks by April 15, 1978. (Subdivision Compliance Agreement, Per. 9(a). ) 3.) One (1) inch Class "C" A.C. overlay on all. streets within one (1) year of said acceptance. (Subdivision Compliance Agreement, Par. 9(c).) 4. ) Submission of one (1) sanitary sewer as-built mylar. If further information is needed regarding this matter please contact this office at 639-4171. 'sincerely, J. S. Hagman Supt. Eng. Div. JSH:rns cc: Al Began, United Pacific Ins. Co. Lee Fritz w s AL SI A,`i` & HAM Earl P.Wilsey(1692.1957) 222 SOUTHWEST HARRISON, SUITE 4 • PORTLAND,OREGON 97201 Telephone(503)227-0455 DAVID F.EVANS Vice President December 17, 1975 10 A'110 Mr. Leonard V. Cook, ,7r. City of Tigard P. O. Box 23557 12420 S.W. Main Tigard, Oregon 97223 Re: Terrace Trails Subdivision 4-1624-0301 Dear Leonard: The street repairs in Terrace Trails Drive have been com- pleted, the storm sewers flushed and the contractor should complete work on the infiltration in Sanitary Manhole No. 3 by the time you receive this letter. Therefore, we request that final acceptance be made of the subdivision improve- ments. Very truly yours, WILSEY & HAM f.f-o F. G r , V .F. EFG:mm cc: Lee Fritz Al Began Fred Trueax tj engineering planning surveying landscape architecture mapping systems TTT (`jr �/�!( M WI1 JI. Jl Y & HAN/1�'l Earl F.Wilsey(1892.1957) 222 SOUTHWEST HARRISON, SUITE 4 • PORTLAND, OREGON 97201 Telephone(503)227-0455 DAVID F.EVANS Vice['resident December 1.7, 1975 . A0 1161 t o ._.. � A Mr. Leonard V. Cook, Jr. City of Tigarc. P. O. Box 235137 12420 S.W. Main Tigard, Oregon 97223 Re: Terrace Trails Subdivision 4-1624-0301 Dear Leonard: The street repairs in Terrace Trails Drive have been com- pleted, the storm sewers flushed and the contractor should complete work on the infiltration in Sanitary Manhole No. 3 by the time you receive this letter. Therefore, we request that final acceptance be made of the subdivision improve- ments. Very truly yours, WILSEY & HAM 4�fol ` EFG:mm cc: Lee Fritz Al Began Fred Trueax engineering • planning surveying landscape architecture mapping systems tiecua��r lt, 1�75 Portland General Electric Co. Western Division 14655 S. W. Old Scholls Petry Road Beaverton, Oregon 97005 Attnt Mr. Ken Spyder Ret Terrace Trails Subdivision Dear Kent This is to authorize energizing of fifteen (15) streetlights recently installed in said subdivision. initially, Fre refected a request of the developers of said subdivision to do sol but, they have since rectified the problem (leaning poles). Therefore, this letter is now presented to you. Billing for said lights, as per schedule 091-Option "B", should begin upon your inspection and energization thereof. Very truly, J. S. Hagman Supt. Eng. Div. JSHtms cc/ City Accountant cc/ Mr. : A. Began 16795 . W. 113th Ave. Tigard, Oregon 97223 i i Millers Sanitary Service, Inc. ORDI\.'tNCE No. 75-59 - AN ORDINANCE AMENDIN. ORDINANCE 72-3- AS AMENDED, `I'0 PRUVIDE FOR AN �^ EXTENSION OF CONDITIONS AND TERMS FGULA'rING THE COLLECTION, HAUL- ING AND DISPOSAL OF SOLID WASTE iTHIN THE CITY OF TIGARD; MAKING CERTAIN CLARIFICATIONS AND CH GES IN SAID CONDITIONS; GRANTING AN EXTENSION OF AN EXCLUSIVE F ANCHISE AND DECLARING AN EMERGENCY. Schmidt's Sanitary Servi (a) City Administ v• -- commented the ordi ances were prepared in accordance with previous discussions rnd recommendF approval. '(b) Motion to adopt ordinances NNo 5-`•7y 58 and 59: Councilman Moore; seconded by Councilman Barkhurst. / pproved v un�m`oU_^- n f C _ TERRACE TRAILS SANITARY SEWER EASEMENT Futuristic Industries (a) City Administrator recommended Council accept and authorize execution of sanitary sewer casement. (b) Motion to accept and authorize execution on behalf of. City by Mayor and City Recorder Councilman Mtekei.son; seconded by Councilman Barkhtirst. unanimous vote o�ncil. _ 15. REPORT ON BOUNDARY REV[E COMMISSION ACTION ON LOWER 72nd/BOONES F.:RRY ANNEXATION. (a) City Admi-nistrator re urted the annexation of 201.84 acres was covered in Planning Commission ;.sport. ) i H I ER A. LITIGATION Attorney Bailey reported 1 Ligation of Anthony vs Jennings was settled and Sergeant ,tcnnings was found not reap nsibl.e or liable. B. PETERS COMPREHENSIVE PL.M A?IE )Mi NT City Admintstrator requested uncil set public hearing for 8-00 P.M. January 12, 1976. (-i) Motion to set h,,aring: Co oilman Ba-khuist; seconded by Counciln;an Cook. Approved by unanimous vote o Council. !'. 111INZI.KER STREET LID - Kearney Bros. rogress Payment #4 - $876.50 City Arlministrato- requested Counci approve progress payment in amount of $876.50 (a) Motion to approve: Councilman B rkhurst; seconded by Councilman Cook. Approved by unanimous vote of Cou cil. VAr,F MINUTES - DECEMBER 15, 1975 I , s. ORDINANCE No. 75- - 1 ', ')INANCE AMENDING ORDINANCE No. 71-25 AS AMENDED, TO PROVIDE FOk t0, EXTENSION OF' CONDITIONS AND TERMS REGTILATING THE COLLECTION, HADL:NG AND DLSPOSAL OF SOLID WASTE WIrHIN THE CITY OF TIGARD; MAKING CERTAIN CLARIFICATIONS AND CHANGES IN SAID CONDITIONS; GRANT- ING AN EXTENSION OF AN EXCLUSIVE FRANCHISE AND DECLARING AN EMER- GENCY. Miller's Sanitary Service, Inc. I ORDINANCE No. 75- - AN ORDINANCE AMENDING ORDINANCE No. 72-3b AS AMENDED, TO PROVIDE FOR AN EXTENSION OF CONDITIONS AND TERMS REGULATING THE COLLECTION, HAULING AND DISPOSAL OF SOLID WASTE WITHIN THE CITY OF TIGARD; MAKING CERTAIN CLARIFICATION£ AND CHANGES IN SAID CONDITIONS; GRANT- ING AN EXTENS _ON OF AN EXCLUSIVE FRANCHISE AND DECLARING AN EMER- GENCY, Schmidt's Sanitary Service i >. ACCEPT AND AUTHORIZE EXECUTION - Terrace Trails Sanitary Sewer Lisement Futuristic Industries (a) Recommendation of City Administrator 16. REPORT ON BOUNDARY REVIEW COMMISSION ACTION ON LOWER 72nd/BOONES FERRY ANNEXATION. 1.7. OTHER 18. ADJOURNMENT PAGE 3 - AGENDA - DECEMBER ._), 1975 - a.....wnW..vwnWW.rw.M+cww'.-'�...,:...r....r�.�.�n.:Mu.,w ;:.�.-w..r .... :..::.:...-......... .....,..... 'r'..w......w:.,.oa.rNw�Fw�'+wW+awY:i.IJYiVIuirY.k]FWY'WNI.YIW. ••"+"-"�..'"ew'w.'WiW�4ary`'Jw.1N�fM.•_-.•••••.1YwY•. I City of Tigard fJ- NSPECTION REQUEST for I INSPECTION TIME : PER%Ai"r NO.: — DATE: Wl)//,-;'// bATE ISSUED: OWNERS NAME . I CONTRACTOR I TEST: Air C , 'Nater u , visual ,, , Laboratory C ^:s�paroved ❑ Pending C RESULT: Approvedx I XETCM: I INSPECTOR DATE ICOLE: Attach •upplamontaI too! dato here!] OL December 5, 1175 Mr. W. A. began 16795 W. 113th Avenue '1i6ard, Uregon 97223 i:e: Terrace Trails Subdivision Dear Mr. Began: In reply to your request via telephone to have the Lily authorize ener;ization of streetlights in said subdivision, we cannot do so until such time as the units are installed in an acceptable manner. The situation is this, namely - the Lity, as a result of ::uc.h action (energization), iamediately becomes responsible for the lights= and, subsequently, monies are automaticly releasee to 1'ortland general Electric Go. for operational and maintenance services. Liability, therefor, also transfers upon such action and, unless the units were initially installed properly, neither P.G.L. nor the :,ity desires to assume I' the obvious risl of leaning pole:. in Eo£t ground. Upon correcting the aforem,_ntioned existing; problem therewith said tights, we will be able to proceed with energizing; as per your request. Very truly, J. Hagman Supt. tang. Div. JSH:ms i November 24, LS75 i Mr. Errol F. Garr Wilsey & Nam 222 S. 'w. Harrison, Suite 4 Portland, Oregon 97201 Re: Terrace Trails Subdivision Dear Errolt As per your request, an inspection was made of the public improvements within Terrace Trails Subdivision. The following is a list of the items requiring completion and/or repair prior to final acceptance: 1. ) The street light poles need to be straightened, lights mounted on poles, and energized. 2. ) Sidewalks and street trees to be installed prior to, -)ccupying houses, or by ApriY 15, 1978. 3. ) Street signs to be installed (by the City). 4. ) Catch basins to be cleaned, and entire storm system flushed. 5. ) Water infiltration must be repaired in the base of san. manhole #3 (Sta.3+49' ) on Terrace Trails Drive. 6.) Submission of: the remAining sanitary sewer easements is required. 7.) Street repairs to be made on Terrace Trails Urive near sta. 3+25' (dip in roadway) and from ata. -+-4+25' to sta. 8+001 (asphalt surface cracking and breaking up; severely in places). Repairs to be made in the following manners - . ) Asphalt surface cut and removed b. ) Contaminated subbase material excavated and removed approximately one foot deep c. ) Excavated area filled with select granular material (preferably lh"-0) and mechanically compacted d. ) Restored ar,, a patchf.d with , i th(.r Class "b" or Class "C" H.C. An alternate method is to fill the excavated areas entirely with A.G. (in Lifts) lease and comwork soEitcan markotheJareasacceptable. cut. As youtare aware,prior theodeficiencies repair work f-age 2 November 24, 1975 In said roadway will not improve with continuous building construction traffic and adverse weather conditions, therefore, it is recommended that street repairs be made as soots as possible to prevent further damage to the street surface, and, consequently, avoid greater expense to the owners. 8.) A one inch (1") class "C" A.C. overlay required on all streets within one year, and after completion of necessary street repairs. 9.) Submission of an acceptable one year maintenance bond in the amount of $81,943.75 upon final acceptance of public improvements. Please be advised that the above listed items represent a summation of the deficiencies and uncompleted items noted as of this ,writing. A more conclusive (final) inspection can be performed upon completion of street repairs on Terrace Trails Drivel and, possibly, a recommendation for final acceptance of tine public improvements in Terrace 'Trails Subdivision could be made at that time. Please feel free to contact this office at 639-4171, if furthet clarification is needed. Sincerely, Leunard V. Cook, Jr. Public Works Inspector ccs Lee Fritz Al Began Fred Trueax I CITY OF TIGARD P. O. Box 23557 12420 S. W. Main Tigard, Oregon 97223 November 24, 1975 INSPECTORS Copy Mr. Errol F. Carr Wilsey & 11am 222 S. W. Harrison, Suite 4 Portland, Oregon 9%201 Re: Terrace Trails Subdivision ;year Errol As per your request, an inspection was made of the public improvements within Terrace Trails Subdivision. The following is a list of the items requiring completion and/or repair prior to final acceptances IPK . The street light poles need to be straightened, Light's mounted on �� poles, and energized. 2. ) Sidewalks and street trees to be installed prior to occupyilig houses, or by April. 159 1978. 3.) Street signs to be installed (by the City). Catch basins to be cleaned, and entire storm system flushed. fl5,l) Water infiltration must be repaired in the base of san. manhole #3 (Sta.3+49') on Terrace Trails Drive. ��1•� Submission of the remaining sanitary sewer easements is required. Street repairs to be made on Terrace Trails Drive near sta. 3+25 (dip in roadway) and from sta. 14+25' to sta. 8+00' (asphalt surface cracking and breaking up; severely in planes). Repairs to be made In the following manners a.) Asphalt surface cut and removed b.) Contaminated subbase material excavated and removed approximately one foot deep c.; Excavated area filled with select granular material (preferably 1�"-0) and mechanically compacted d.) Restored area patched with either Class "B" or Class "C" A.C. An alternate method is to fill the excavated areas entirely with A.C. (in Lifts) and compact. Either method is acceptable. Please contact me prior to cornmcncing repair work so I can mark the areas to be cut. As you are aware, the deficiencies Page 2 November 24, 1975 in said roadway will not improve with continuous building construction traffic and adverse weather conditions, therefore, it is recommended that street repairs be made as soon as possible to prevent further damage to the street surface, and, consequently, avoid greater expense to the owners. 8.) A one inch (1") class "C" A.C. o,. erlay required on all streets within one year, and after completion of necessary street repairs. 9.) Submission of an acceptable one year maintenance bond in the amount of $81,943.75 upon final acceptance of public improvements. Please be advised that the above listed items represent a summation of the deficiencies and uncompleted itams noted as of this writing. A more conclusive (final) inspection can be performed upon completion of street repairs on Terrace Trails Drive; ".nd, possibly, a recommendation fc.c final acceptance of the public improvements in Terrace Trails Subdivision could be made at that time. Please feel free' to contact this office at 639-4171, if further clarification is needed. Sincerely, ` ✓ Leonard V. Cook, Jr Public Works Inspector cc: Lege Fritz Al Regan Fred Trueax t � Leo r- 4 // 15 / r S/10 I �1 IA- 7 All 0 � r -� � E'• 1 i ,a • M• 'iors t•:� 4 t p,,bl.ic "earings; Councilman Moore; spoon by Cc,;ncilman Bar.khurst. Apprcved by 'jr-&rArrra:ss vote of Council. 7, APPROVAL BY COUNCIL AND AUTHORIZATION OF MAYO , D RECORDER TO EXECU' 'Es (a) City Administrator synopsizedthe lowing documents and recommended Council approvals . (a) SaniLary Sewer Contract Coena A. & Jake W. .dtshall, 12670 S. W. 68th Ave. RoRer P. Grahn I - _2t}�_A�.,,,;___��__ /i (b) Terrace Trails Storm Drainage Sewer Easement 4 Fred E. Trueax and W. A. Began (2) � (c) Terrace Trails Sanitary Sewer Easements Leots Fritz (2) Edwin B. Gause Fred E. Trueax and W. A. Began / (d) Gevurtz Furniture Co. , San Uary Sewer ompliance Agreement Gevurtz Furniture Co. , Cash Bond Esc ora Agreement (e) Tippitt Place Subdivision Sanitary Sewer Compliance Agreement r� n of Cash B d Escrow Agreement of / ry Sewer Contract San ary Sewer Easement (f) Englewood 2 C;ubdivision Ut ity Easement Commonwealth Properties (g) Fought-Expressway Into eptor Sewer Agreement (f)) Motion to approves Coun lman Moore; seconded by Councilman Barkhutst. Approved by unanimous ote of Council present. 8. ACCEPTANCE BY CITY COUNC - S. W. Hunziker Street L.I.D. Street Dedication and S ope Easement, Ric; Mrd W. & Anna S. Hurnpr l' (a) Motion to accept Councilman Cook: seconded by Councilman Moore, Approved by un nimous vote of Council. �• OO 9. RFSOLUTION No. 75 54 - RESOLUTION OF' THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC RESTROOM IMPROVEMENT CONSTRUCTED WITHIN JACK PARK, IN THE CITY OF Ti!;ARD, AND AUTHORIZING FINAL PAYMENT THEREFOR. (a) City A/dby trator reported work has been completed in accordance with plu ns and specifns. Resolution accepts the improvement and authorizes final pay r.en t. (b) Mot.onopts Councilman Moore; seconded by Councilman Sarkhurst. r Approvunanimous vote of Council. L� PAGE 2 - COUNCIL MINUTES - NOVEMBER 10, 1973 '• WILSEY & HAM Eatl P W11801,(1892-19W,) 222 SOUTHWEST HARRISON, SUITE 4 PORTLAND, OREGON 97201 Telephone(503)227-0455 DAVID F.EVANS Vice President November 3, 1975 C/jyOF . 19�s 104#O Mr. John Hagman City of Tigard P. O. Box 23557 12420 S. W. Main Tigard, Oregon Re: Terrace Trails Subdivision 4-1624-0301 Dear John: We request that a fel inspection be made on the improvements within the Terrace Trails subdivision. This i.g made with full knowledge that certain street areas will require repair. Very truly yours, WILSEY & HAM of F. carr, .E EFG:mm cc: Lee Fritz Al Began `( r� Fred Trueax � r = � engineenng • planning surveying landscape architecture mapping systems CITY OF TIGARD, ORE ENGINEERING DIVISION, RW DEPT PROJECT INSPECTION REPORT JOB NO,---- PROJECT DATE: PROGRESS' _- NOTES'-_ WEATHER: R I NiP CITY OF TI GARD, ORE. ENGINEERING DIVISION PW. DEPT PROJECT INSPECTION REPORT JOB NO. P R 0 J E C; .5F4yTi DATE: PROGRESS NOTE S -tj-7 WEATHER - INSPC�' `OR � wrsaw�rw.raae<.r...e_�rr a.wv,.aaarr. CITY OF TIGARD, ORE ENGINEERING DIVISION, P W. DEPT. PROJECT INSPECTION REPORT F JOB N0._ PROJECT TI' PROGRESS' _ C4vLll NOTE S: -� ' J �S'�'� Qa�4_ WEATHER • I CITY OF TI GARDE ORE. ENGINEERING DIVISION, PW. CEPT PROJECT INSPECTION REPORT PROJECT..—7 ' �_ or c.? /-w1_ DATE: 3- ��— --- -- — --._. - _—.----- ---- ` PROGRi.SS "]CG' _.t�_:!'�_ L r' NOTES ' - WEATHER I N S P" '0 R . 1 � Lml-Mm"IMANOMM CITY OF TIGARD, ORE ENGINEERING DIVISION, P W DEPT PROJEC"'t" INSPECTION REPORT JOB NO-- 7 PROJECT TI' DATE: 7 X -`- PROGRESS: __ MQ a/ OrA.4-& ----------------- NOTE S:------- AT H E R IN CITY OF TIGARD90RE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB NC. PROJECT DATE: _ PROGRESS NOT F S -7�f WEATHER 110 cq _..f. CII . . . . _ .....,..___- ...._....�..�. r r �I v- j p M Irp -41 tj -44 MH Tor- -,z*V. 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I y �_ Z' z o - j 66J u • � _ .- - x �� .. - I ( 1 I�I 'FII ►„1 1) � I i~Ii I 1 {~hI 1 ( I 111 _, ....,,,�.»w,,,.,,, .._ II I I I I i I I I I I 1 I I I I I I l 1 11 1111111111111111111111 11111111+IIIIIIIIIIIIIII11111111111111111111111I111111111111111I1111�1111111111IIIIIIIII1�11111 ' b , -,-- NOTE: IF THIS MICROFILMED I 2 - 3 4 5 6 8 9 t10 I I 12 DRAWING IS LESS CLEAR THAN --� THIS NOT ICf;'If IS DUE TO TFIF QUALITY OF THE ORIGINAL DRAWING, OE 62 92 LZ 92 SZ bZ EZ ZZ iZ OZ BI 91 L I 91 S I 01 E I 21 11 01 6 9 L 9 IS-•J b E Z 1"■`"' !111U11111111111111111111111111111111111�IIIIIIIuI11111111111111I,II,IIIIIIIurItUIII1HI1111111111Uu11111111fill 1111111Ill III 111111millIIIll IIIIfIIIIill I111t11111ill 111UI11ldllI 111111uI111�1Y1' 11u11lunluldo,1Ifill IIIIlIIW11lWIIIIloubIIhU1loidIIIlI1odimlim , 1 RECEIVED Portland General Electric Company AUC 2 6 1975 WESTERN DIVISION CITY OF TIPRO 14555 SW OLD SCf DLLS FERRY ROAD K AVERTON OREGON 97005 6435454 Gentlemen: Re: TERRACE TRAITS SUBDIVISION Attached is our proposal for providing underground electric service to the above mentioned subdivision. Our preliminary investigations suggest that this proposal is compatible with existing and/or proposed project and utility construction, however, if there are conflicts with your existing or proposed installation, please contact me at your earliest convcni.ence in order that the plans may be modified. Very truly yours, J. L. Thompson/bp Estimator .Job No. 6769 Copies to: 1 Tigard dater District 8841 S.W. COMmercial St. , Tigard, OR 97223 TCity of Tigard City Engineer, 12420 S.W. Main St. Tigard, OR 97223 1 City of Tualatin City Engineer, 18880 S.W. 80th Ave. Tualatin, OR 97062 1 City of Sherwood 90 N.W. Park Ave. Sherwood, Oft 97140 1 City of Newberg George Hall, City Engineer 41.4 E. First St. , Newberg OR 97132 2 Yamhill County Road Department, County Courthouse McMinnville, OR 97128 Marion County 'red Kunezi, Marion County Dept. of Public Works, Salem, OR 97308 2 Clackamas County Clackamas Co. Eng. Dept. , 940 Warne Milne Rd. , Oregon City, OR 97045 1 Wilsonville City Engineer, Rt. 1 , Dox 4 Wilsonville, Oil 97070 2 State Highway Right of Way CITY OF TIGARD, ORE ENGINEERING DIVISION, PW DEPT. PROJECT INSPECTION REPORT , JOB N0. - --- -- PROJECT TI , DATE; PROGRESS: NOTE S: r.�� `� - _ r� !,r .t. INN i WEATHER: IN Ofq CITY OF TI GARDE ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB N0. P R O J E C Y --- f--PROGRESS. _. .:.: �-__ �- _ r rf.• t/ yY. . .�d a. NOTES : WEATHER s City of Tigard INSPECTION REQUEST' for INSPECTION TIME :_ % DL A_wPER.MIT NO. : _ I DATE: DATE -SSJED:_...r OWNERS NAME : ADDRESS : '. I CONTRACTOR : - C , t TEST: Air C, 'Nater p , visual y La50rato•y C RESULT: approvad l ell: .3uppraved p ! Penjing C I SXETCH: I I i I I � INSPECTOR DATE IQTEAttach "pplemental Tee' data here'? ..,.{!ANCarLe...dt+Mrrx,•. ,-i.'iVfWriw4�nu17✓1'INY - CITY OF TIGARD, ORE ENGINEERING DIVISION; PW DEPT. JOB NO_- PROJECT INSPECTION REPORT _.__ _ F PROJECT TI' DATE: PROGRESS: 7 z � _ WEATHER; IN CITY OF TIGARC, ORE. ENGINEERING DIVISION, PW, DEPT PROJECT INSPECTION REPORT JOB NC. _ PROJECT.- -- DATE. w PROGRESS , 7 ��,..�: NOTES I V E A T H E R _ -_ -- (NSP:"_ OR� � }� _ 11 111111111111111111IFT"'t, Will I I,If III I F I' !I I I 0 0 it- Yl IU if I T-T I rill' 11 0 0 0 C 0 0 '71 711111 IF!111117 P1111111111411111111 it 111111111 1 111 0 C; O 4 it 0 0 Z 0 0 a b1 4 0 0 N uj Ir— Id I cr CD uj FN co O 0 0 0 >- m 11 W a ra z W z 0 0 4) w 0 (a w CL 0 U) W o w a. I I � I-0 W :D w 0 cy u C) uj CL L1 m 4 U- lt! to w 0 C7 Q Z zU) C, 0 PROCEDURE FOR CONDUCTING; ACCf-:PT .' .E '"'-3T 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 iiirh plug securely. 3. If the pipe to be tested is su'-)merged in ground watEt, insert a pipe: rro')^. by loring or jetting, iutc the backfill material aijac.ent tc the center ~f the pipe, and determine~ th:: pressure in the probe `aheti al , passes slowl, through iL. This is the back pressure due to ground water submergence giver the end of the probe. All gauge pressures in the test should be increasn.d by thi.3 amount. 4. Ad-1 air slowly to the portion of the pipe installation under test until the :.rit:ern,:l ai.r pressure is rai.,;ed to 4.0 psik. 5. .neck exposed pipe dna Mugs for abnorn,al lc.ak.a.ge by coati.ns; with a srr.p solution, if any faivirtis are abservr.d, bleed off air and rr,-ke necessary i epairs 6. Af.Ler an internal pressure of 4.0 psig is obtained, allow aL least two minutes f air temperature to ,taLilize, adding only the an-,int of air rctjuir•ld to maintain pressure:. 7. After the two minute period, disconnect air supply, 8. When pres.iure decreases to ',.5 psi&, start stopwatch. Determine tl-:, time in seconds that is required f•,r the internal air pressure to reach 2. 5 time interval should then be c,)mpared with the time required in seconda as compu':ed on reverse side of sheet. 9. List sizi and lengi.h of all portions of pipe under t-r;,+ 4- r n one shown on reverse side of :sheet. 10. By use of nomograph, compute K and C, Uso ,c,,l ss (I a,- ;.,, re ::.d Y enter these values in the table on reverse eide of Si:fFL. 11, Adc all valuer of K and all values of fc,. pare und.,%r IASL, 1.2. If the total of. all C values is less that+ utic, inter the total c,'. :1:1 K v 111- into the space for "Time; Required in Sprondn, " 13. If the total of 411 C values is greater than one, divide thti to,-� values, by the total of all C values, to gat tq. To mak(. this the nomograph, use scaler C and K, and read tq, o W 10 M O P f OD i0 N C M M M M N N N N rTI �1 pp p O) u o M N M U O 10 OR+ 01 n ♦ O w{ �C O M O �? p 0�01 m �- �b h M f � M M 10 N N _ O G N u J N O a 0 8Y Y O S 0O 0 � p N O � a M N O W) h p M N O F J O O 0 0 0 O O O O O O 0 m t- U r p a m fJ �d h Y M N - d p O d O O O p b O Q = a < u O '. Y 2 O . p = « Z 0 p O O U U O O O O p p i J O O O U O O O O in O N O Q W ~O — l0 t- 1D N C (C H- �IIIIIIIIIIIIIIIIIIIIIIIIIIIIhill Inn11Ili IIIIII�Iil J F� Q W JO V } o v -i 1 ,U of w u r� m W � W z .n O a z Ek: UJz AO O Q O C- v 1- 10 U q U a .' �'� LLJ L) fn W CL O tn- z CL ] H CL C 0 0 — W ILI CL f 0: 0W WL) CL W W Q V1 (n crW LL (D z W O H O l 1 I- v W rn � W n F PROCEDURE FSR 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 i.s 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 prig. 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 prig. 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 enter these values in the table on reverse side 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 alt C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. e m m M r r .0 Kl M) RI 1�1 N N N 1D N O O IIp 11111f 11111 1111ppmTrIIII 11 111.1 will IIII I if 11 11 1 11 Y p o roa , $w otl n N g g 00 M n o ° n '� ro 0 M _ _ u� f ^� M � N N O N N O O n U J N v O O Y Q o u Y O O 0 f M N O h ♦ of N p Z O I J O O O u ri o u c o 0 0 o O ti ti n n .r m N h _ o d m r td n .► ?n a p tj o o d O IL 4 k. tic = n tD < U 0 .I. aO Y 0 Q n Z Z p8 O O O O O O O O f� J un O r� n O N n O N � F" � {till{�y►{I��IIIIIII�IIIIIIIII�II�I�Yhlil�hli�ll�lilililil�l�l�l��ilililil�lilil� I�I ��i I i I i I i 1 i � i i � 1 ► I i I i v t a 39 � W i I !— co �. U F-C-1-00), O a f• 14 w U O in Q C ~ O Z W Z NJ �\ O U Q L, ^ a V Q _ \ w p �� O N w w 0 � v Z a a � ►- -L Y \ � o Z .'\ w `I aLLJ w z 4,� w W Q N ki LL �I \ J V � H A w U p Z 2 zo Ow cn cn(nw 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. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. T.f the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to a center of the pipe, and determine the pressure in the probe when air gasses 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 A.owly 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. G. 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 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. M 10 M 9 N N N O 10 N_ O p p p V o O N Rf O S w O� (n� N ♦ O MMM �D O O O ' O p 01 0 � m ti R n h f M M 10 N N �- n M O N N - O O O n O J N v 0 O r Y 8O O G Q v) f M N O h f Rf N 0 s O F J O O o O 0O O O O O O N 0 Ld h � � f M N O O r f II = d d d1D h d 0 d O d IL 0 a fL' x (D n o .I. a Y C o Z c J 0O o n p O o v OD 0f M N N n O � f' dIII�IIII�ILlllllll�llllillll�lllllllll�lllllllll�tl�ilrld�lildi�iLlilili�il�l�l�l��ililili I��I i I. I. i i�, I i I i I i I � � i I i�J 'Q J V � a C W .• FOID o � N``� m -► a 1►i W � �,. L) O (n z o z FW p NJ � Ocr O LU _ W (J � F '� O N u of W o Wo -� Z a mLIJ� _ CIL Z. Y O Z w W LX n a WCIP W y ` W 4 a W U V ~ p O W N r- a cn _ 4I O 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. 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 a:_r and make necessary repairs. G. After an internal pressure of 4.0 psig is obtained, allow at last 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 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. 0 0) O on O r ♦ D n N O M MI M Ml N N N O fl J O N c 0! Y nNnnfD nn 00 p to g gO M O On O M_ M w QO~ RO GOO 001 b n OM N O N O O U J N a Hill I fill O x g n O N N K' M N 0 1C 'Irtn� O a O O 0 F I J O p O Q n O O O On U ai O O{ m 1- t0 n • m N0 all O O n ♦ M N d d d o p K Q Q Q: n � < U OOX � I C s Z M~ C O O O O O O O O cn , 0� m U b n a O N N vi n O W o � �"' �ID�IW�W<IIW�lllllllll�lll III II�lllllllll�tl�11111ihI�I�Ii��I�I�I�IiI�IJ�i�l��ll�l�l�I��I�I. I.I �� I � I � I � I � � I l � l t l � i � a F-- Q cr LLJ cc cc A h n V r J n O b p v N y QI O \ �� W W f a U O y Q O O O 2 LLJ H Z NJ U 4a 10 U Fti W W � ` Oto W O r.( 'J Z N Or W a ►. ► �' x OO Z 1 L'i a a_ a W w :3 1 a w a Q rn lei 2 N T Uki W U O U W C` \ J O I I H ~ Q U J W N b T to — W O t` 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 passe slowly through it. This is the back pressure due to (round water submergence over the end of the probe. All gauge pressures tit 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 le- st 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 requirea 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 u:e 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 Lest. 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." C values is greater than one, divide the total of all K 13. If the total of all i values, by the total of all C. values, to get tq. To make this 'ivision with the nomograph, use scales C and K, and read tq. I Oy M • r. �� on 6 a1 rnwn Tr7j O h O v �aor r r O .� 00 m 0 O O 0 �,l O t7 1111111 MIT I d V �1 r O ry Y C� OO 1111111 HIP I I 1111111P O O C O LL O C O O C W ♦ hl N 0 0 }'M1I11��, � 1• 1 V V ? O l C 9 eJ O 01 p ~ ID n f M N r o d o d o c o T � CIL o Q �► cr z O m 1 � x O OM Z O O w • 7 l� .r '•? ql rJ N O cr- �- /f Yj�(IWI�(jlllll>IJ1111111ll�111111111�1�11�(,11�IIIVI11�hh1(Idi�lllilillhfllllll��llllilill�ll�llllll�ll I l I11 i I 1 l I I I i I i cr G w � w as �• (� ► J 1 O t7 Q cli m J� F- J 2 i0c -P() -,! Q Q 3, 0 c L N IlaCl N _ O V1 BVI U O uj n z- F o W O W 0 V- to ^ - !. (n W0 (n o � a z a w °1 �' z In ► x o = Z o w o °- w j W U W(1 Q cn a U W C. S W U O O Cl w O F N v o L l to ro t� II — F- PPCCEDURE FOR CON',UCTING ACCEPTANCE TEST 1, Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with wa*sr. 2. Plug all pipe outlets with suitable test plugs., Brace each plug securely. 3. If the pipe to be tested is submerged in ground wat:el, inset e pipe Proh� by t.oring or jetting, into the backfill material aijacent tc the center )f the pipe, and determine the pressure in the probe when Ji,. passes slowl through it. This is the bark pressure due to ground water submergence over. the end of the probe. All gauge pressures in the test should be increase.] by this amount. 4. Ad air slowly tr; the portion of the pipe installation under test until the :oitarnal air pressure is raised to 4.0 psig. 5. ',heel, exposed pipe an•] plugs for abnormal leakage by coating with a F(),Ip solution. It any failures are observed, bleed off air and make necessary vepairs. 6. After an internal pre:,sur.e of 4.0 psig is obtai.neo, allow at least two minute.- f;,r air temperature to stabilize, adding only the amount of air required to maintain pressure 7. Aft-.e: Lhe two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time. in I seconds that is required for the internal air pressure to reach :.5 psig. T;ii , time interval should then be compared with the time required in seconds as computed on reverse side of. sheet. 9. Liat size and Length ni all portions of pipe under test in, tatii^, i71x to one shatm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use srr.:.:!s r, an.3 L, rt.;-j p 1 .,1 Cr and enter these valui s in the table on re verse side of sheet. 11. Auld all values of K ar..i all values of C ic, i.'pe u. dor test. 1.2. If the total of all C values is less t.hal, cite, enter the tcntal c.. A K value: into the space for "Tit•I,:. Required ir, ;.,.cC ;.d.t, " 13. If the total of all C values is greater than one, divide the to,-:, ^t. •J.:. X values, by the total of all C values, to gat t-i. Tc make: this -.. L,-t .•::th the nomograph, use scales C and K, and re-aa tyt M M W) N N N O N O b r J N V I m 0 O rn O oo ^ o m ap^ in c N N O O x v J N a O O Hill I IV I IMIIIIIIIII!IJIMP I I fill I i 1 • Y _ op po p 0 f M N O n ♦ M N 0 Y ^ O Q S M N O O f I p u n o 0 0 0 o O d or r- 0 in f M N _ d O p d d o d o IL k a Ir = a c,D < o ,• 2 p Y O G x 2 Z (~ 0 QQ J O Oi � Q 10 h Q M ry N ^ O 'r �"" � �Ill�1W�IWlIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII��IJiIIYhlilil�li�ililililiLl�l�lili�ilililili�ilil�l��il�l�l�l��i I�I�I�I�� ffD ,-,�j r W W f' U O uj 2 W z J r:1 Z lY W 7 O Fn co �� O �� J Z a H W a oa W W O U tr ) W W Q cn LL U W �J ,w Q W U O O 7_ W U F U J � ~ V O U J W N � Nto d W O 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. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to he 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 hack. 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 &mount 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. 1.4.at 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 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 a? 1. C. values it less than one, enter the total of all K values into the space for "'Time Required in Seconds." 13. If the tctal 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. 'G 9 111 M M M N N N11 1 1 I7rrj if 11 [Jill 111 11 . 1 . 11 1 [ Ir7t N O N ppn oo n 10 oV o M o 0 0 O C O 10 Otl h h f ^1 M N N f� in M O O C n U J N a O O I IY In N O In 'f M N p t) g M N O if J O 0 opo o o 0 0 0 p m r n n r M N ^ u ri o ai m r 1d in .411 M N - [i O o d ci o o p d = o a a � a " < o O .1. 2 Y O " O z �.. O O O O O o O o O O O p00 0 0 in O 0 W S J 0 OD F� 10 u1 a M N N r O I— llIlIII lllll 111 IIIJ 11111 1 111 11 11,1 1 I 1 I 1 I 1 I 1 1 i l 1 l i l i l J O W e�I '-- W IN fl J c W"T J. N/; c OD in cli I \ z O m � , 1y �� z W Z N U a O ro w U w � � a Cin �� 2 a 1 H Y tin 0 W � ) w a w W U O J 1 O Q w W ,L LL J 1 - to Jr. U F IW w U O G z H t1 �_ W rn — W � 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. 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 'e.tting, 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 ar.y failures are observed, bleed off air and make necessary repairs. G. After an internal pressure of 4.0 psig is obtained, allow at lust 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. Whin 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 inLervai should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List siz ! and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. t0. 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. Pon, :/1 n M! N N N O "J M O O r J a N • O XC � NI Y in NM V O O O O M O D rb n ref Oam 0 Y7 MN OD O O O V J N V J O M X O O O O O In M n N p 0 on f in N O F fill 1111 PMIINPIIIJII[III I 11 3 O p ° U O O O O O O O C+ Ci 4 r- 40 n f n N _ 0 01 N 0 n �f M N — d o d d d d d o � = Q a ° oc a m < � 0 = o Z _ z pO U O O O O O O O p c Y, J d6i OD p I0 In V rel N N Y. O Q H � �WIIWIIIIIIIIIlIII1111111IIIIIIIIIIIIIIII11111tl�YYId�hld�Iljylil�I�Iilii�I�lilililililil�l�l� I.I i Ii I I � I i I � I i l � l i l i l � I (9 � G W � OD OD ,0-4 N J m o i A 0 w �- v o vi i w z .! N v p yVj O \ O r4 r0 ^ rn W O N O :f� z a Q w n �) — N W1 W W D CL W W � U O J ri I W W Q Vf r V N � U f pW _I Z z _� y d Z Z O w u ~ Cl p O W N _ ►- Q t cn w q H PCOCEDURE 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, ,y boring or jetting, into the backfill material adjacent to the center of ti.�2 pipe, r.nd 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. G. 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 al" 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 ali 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. ` iib C W ' 4. ►V,I A-9> � Ar- V4 r �� w s M I I 4, August 40 1975 Wilsey b gas, Inc. 200 North State St. Lake Oswego, OR 97034 At.: Mr. Errol Garr Re: rilerrace Trails Subdivision Dear Errol: To follov up our conversation this morning, enclosed please find .four blank easement forms. Upon completion, execution, and return to the City, of tbree of the forms, I'll route same to the Council for formed City acceptance. Uso, to speed up processing, it would be benifical to have a small drawing or map attaubed to each document, illustrating the (relocated) location of the therein described sanitary sever. . Hope this helps resolve the problem. Very truly, J. S. Hagman Supt. Eng. Div. JH/rmo cc/file C:TY OF TIG,ARD,, OREGON CONSTRUCTION/INSPECTION (P.W- ) PROCEDURE CHECK LIST NOTE: UTILIZE ONLY clearly marked APPROVED PLM. plAn revisions, change orders, specifications, etc. : I. SANITARY SEWER: (A) Commenced instal''#-inn.. .. . .. . .. . ............ (B) Completed installation.. . ... . 1) As-buil* field notes filed.,. .. .,.... ❑ a) C, -nt to engineer. , ....... ❑ / 1) AR-built field notes received... ..... a) Filed in project folder. .... , . . ❑ _ (C) Inspected :,nd Te"ted.. . . .. .. .... .. ... ..... 1) Test nomonogrAphs filed. ... . . ........ ❑ (D) Tentatively accepted by City. . .. .. ...... ..... ❑ II. STORM SEWER: (A) Commenced installation... .. ...... (B) Completed installation...— .. . p 1) As-built field notes filed......... . . p (C) Inspected. ... . . . . . . . . . . .. ...... . . .... .. .. . ® (D) Tentatively ACCRMtpd by City... ... . .......... 0 III. CURB: (A) Commenced install'tion.................. .... . p '.__..:_� 1) Bench K maks q#,t...................... p 7) Bench Knrk lorationr filed. .... ...., . Cj (H) Comnieted inotnllitien...... ......... ... .., . 13 (C) Inspected....... . . . . . . .... .. .. .. ....... . ..... © - —_ (D) TentAtivPly accerted by City........... ... . . . (] _ IU. STREET: (A) Commenced Grading. . . . L•r, ' 1) Sub-grAeP inAnected.. pT_ a) Test nate filed. ...... . . .. . . . (3 b) Tentatively accepted by City. L7 (B) Commenced rocking.... .. ........ ...... .. .... . 1) Sub-bAse inspected.. . .......... . . .... to a) Test data filed. . . .. .. . ... ❑ b) Tent.Atively accepted by city. ❑ l (C) Commenced Paving 1) Paving inspected. .... Eq-- a) Test data filed............ . 1j b) Tentatively Accepted by City. ❑ ' (D) Street tentatively nrrepted by City.. ....,... (3 V. PARKING LOT: (A) Commenced gradinn... . . . . .. . ... .......... .. . . p 1) Sub-grAde inapected. . ... ..... ... ..... . ❑ ' ,t) Test data filed.. . .......... [3b) Tentatively accepted by City. ❑ ' (B) Commenced Rocking....., .. . . . ..... ... ..... .. . p II Sub-base_ inspected... ❑ i A) Teat data filed. .. ... .. . . . . . . p h) Tentntively Arrerted by City. C] ' O M M M M N N N O h N O O O ♦ J T N IIIO I e N M nr u7 O f M M AIo N N MM O O 0 N O OM p 0 0 t_0D YI - N N - O O O V J N v O O 1 1 1 Jill I I I[ITIllml 111 IJIRM IIIIIII T I I I I I I fill I I I I Ill Ii ILY Y O 8 O O 0 0 r0�1 N O vOi a n N Ln v/ P n N - 2 O u ri o 0 0 0 0 0 0 0 0 0 oc O a m ► n ♦ M w1 _ m �- w on • M N 0 0 o d 0 d o W o X CL IL a a a: C < 0 O 0 a 0 . Z 2 C 0 0 0 0 0 0 w p 0 0 0 0 0 0 0 ( o0 0 0 w CI m r- r0 N a rn N N N O a i IIW�llI;JlWlI11l�IIIIIIIII�IIIIIIIII�IIIIIIIII�Ihhl�hhl�illt�IIIIIIIIILlilt lrII IIIIIIIiiIII I II I I t I I I t I t I I t I t I I I ire � a 311: >- W c �� J y n W 2 In O ( I N •`` O W� m J= O \ I w 1 W I Q � ~ ZO I Z cc O Z H NJ O O N o N V +� a o to o ►� z _ a I- x o 0vi W w . cw O _ W (� 7 w U `� w w LL Z U 7 +r� Q .� Q Z Uj Z �. Z 7 ►- to O W O N � 0 V4 0w U) 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 I.he 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 tis computed on reverse side of sheet. 9. List siz; and length of all portions of pipe under test in table similar to one shown on i:everse 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." 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 tq. To make this division with the nomograph, use scales C and K, and read tq. r Nm w N o ec e 9 1/) M rn 0)) N N I.rw'ww1w� PIT 0 111III1I11111I1I I lip O c p N in N Ooln co 61 O O V O a u O ! dD O1n NN • V m t` 00 N - - O O J N d O O r I7TPT1111 ' I Y O O O O O O IA f N O O O h f In N t h O m N 2 a F 3 7777 J O N O OOr O O �? O O) EO 'D U 6n p p0) m ,d n f 0N - C O O d O a O O � f~ a O a 0 Y OX Z O Z Oa O O O O O O p p O If) O O p � � � � � F- J�JII'IIIIII�IIIIIIIIIIIIIIIIlLIIIIIIIIIIIII�Iili1lVL�l�1J1IiIiIllliililil(I11(I�IiI)lil(I(I(I)II II I l Il I ) I l l i I ) I ) l �_I i l i l i d � � I Irco + N a 1 Go ' v 0 N z o 0 Q �'~'�°, ,. 0 m M, O FJ U LJ W.' U O to � o z w z cj o 0 F- Q 0w U W p V — to �� w O �- N � ` w Z Z CL W n CL w W 0. tr W W _ U O Q v p 1 W w W LL `v �J Q 2 2 H N Z Z J 0 F U w � w F 'a a PROCEDURE FOR CONDUCTING ACCEPTANCE TEST I. Ciean p,.pe to U2 tested by propelling snug fitting inflated rubber ball througl, the pipe with water. Z. Plug all pipe outlets with suitable teSL plugs. Brace each plug sec+irely. 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. 'Phis 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 sir and make necessary repairs. 0. After an internal pressure of 4.0 psi.g 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 reaci. 1.5 psig. This time inte-val. should then be compared with the time required it, Geconds as .omputed on reverse side of sheet. 9. List siz-, and length of all portions of pipe under test In table similar to one show, or zeverse side of sheet. 1(.. 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 lt:ss than onc, enter the total of all K values int- the space for "'rime Required in Seconds." 13, f Lhe total of all C vrlues is greeter than one, divide tLe total of all K values, by the total of all C values, to get tq. To tral.e this division with the nomograph, use Fcales C and K, and rcad tq. TrT }. no o v ;acr v o O aD G r ■r M - C O 4J V r r 0 f• I. . Q 0 o r r rn m r n n r a N r C ? - N ._ O O O rj O O C 4 a a o m O Y i Z n � •.J uO O W - e ", N o � �"" `• YIIIIIIII�IIIIIIIO�IIIIIIIII�JI111111�IIIII1111�thhldlW,l Idt�tl�ltlililarlrlrli�tlrltlt Ir�rl r I. !r I r�t l t l r l t l r � i l r l i l t t I I r Q In cr n i O W J� V }. r N ► _l rn � O � `a y Rye co O ul I ti V O N I ) :D f- W z o N o V < O 'O I N w �.. 4� h H r O I N N \ W o In rn o z W °J _ u) r ►- �- � x o Z A W W a �_ o W W U QW W < Co N tr O W VJ W U O O < < z z 1 c O r U lv _ to O M t- i P.C CEDURE FOR CON%UCTINC F.CCEPTANCE 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 wai:ei, i.usert e pipe pcohl by Loring or jetting, into the backfill material aijac:ent tc the certer -)f the pipe, and determine the pressure iu the probe when iii,. passes slowl, t.hr,,ugh i t. This is the back pressure due to ground water submergence ovf�t the end of the probe. All gauge pressures in the test should be increase-3 by this amu,int. 4. AdA air sl(-aly to the portion of the pipe installation under test until the :,.ut:ernal air pre:.'"ure is raised to 4.0 psig. 5. ",heel; exposed pipe an] plugs for abnormal leakage by coating with a soop solution. If any failures ars ibserved, bleed off air and make necessary repairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute., fir air temperature to stabilize, adding only the amount of zit reyuirod to maintain pressure. 7. After the two minute period, disconnect air supply. 8• Vr,,en fres:,ure decreases to 3.5 psig, start stopwatch. Determine thee time in seconis that is r yuired for the internal air pressure to reach 1.5 psig. i,.i-� time interval should then be compared with the time required in seconds ompu :ed onreverse side of sheet. 9. List sizi and length ni all portions of pipe un.ter test in tt'11, to one sh,nm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use scc'.as r_ ani L, res- t and enter these values in the table on rererse side of sheet. 11 . Add all values of K an-1 all values )f C ic;- ,):'die a-(!der t.nsL. 12, if the total of all C values is less thy , ctcc, enter the tntr:l c. : 1 K VAIUe.: into the space for "five Required ir. 5ecta.d.W' 13. If the total of. all C values is greatei th.m one, divide th,i to,,,, : i ,,?'. K values, by the total of all C values, to g.,t ti. is makE. this .'?.• i-1 -,,th the nomograph, use scaleF C and K, and read tI!, a 1I 0 S 71o no �°o 0v ')Q s, ° 0 t o A m o ti r m O V 4 r Y C Ci O O O O v. .� C CO C i s C M N O W f s1 N p N A u, :J 2 O C 'rtTMTMTIrMT7 r J c) o) in f In N v j CA _.: C) O 0 C) p p C O 2 O Q. Y Q 2 c 4 Q m O ! s Y O • d Z C .J O O O r �� m In O p W d' 11kill lllll�{hhllGhhhhll�illllillLlJ,1�11�1Jy�llli�,lil cr iz x o w I >- 3 cr °N ° JtODN OD Z C0 o Q \j n M a O r 1, til rr w Q � l� 7b � 7' la) cu 7 J0 p 0O V IT ILJ 'lP o y M y W o v) In o " z a) cr w w ) -- _ o w CL R d w w .J Q 0- U C' v w w d rn. w ll' W o ~ N O J ~ O U Q -" �l V N _ _ PRCCEDURE FOR COTS+ =IFj T 3T 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 etch plug securely. 3. If the pipe to be tested is submerged in ground wat:ei, iuSert e pipe prop by Loring or jetting, into the backfill material aijacent tc the center -)f the pipe, and determine th•2 pressure in the probe when ai,. passes slowl, through it. This is the ba+.k pressure due *a ground water submergence ovei the end of the probe. All gauge pressures in the test should be increase.a by thia am(,unt. _ 4. Add air slowly to the portion of the pipe installation under test until the ,r►tornal air prejsure is raised to 4.0 psig. 5. heel; exposed pipe and plugs for abnormal leakage by coating with a soap .volution. if any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig, is obtainea, allow at least two minute:-, f:.r air temperature to stabilize, adding only the amount of .sir 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. time interval should then be compared with the time required in second.3 as c.ompu :ed on reverse aide of sheet. 9. List size and length of all portions of pipe u:: ^r test in to one sh•-)im on reverse side of sheet, 10. By use of nomograph, compute K and C. Use nrr,.'.?s r, and L, r;:r.d 1': +.:� and enter these values in the table on rererse side of sheet. 11. Add all values of K an,i all values of C rc uwtier est. 1.2. If the total of all C values is less than circ, enter the _otp! c. : 1 K values into the space for "'I'i+r. Required In Srct-r.3 ;. " 13. If the total of all C values is greater th.+n one, ditii,le tht to-_- I, values, by the total of all C values, to g,!t t.q. Tc makc this i tb the nomograph, use scales C and K, and read ty. M O ?in Dr- sl n Y• 7 p on b C) p O .V N C O C' V 0 r C I k cl o YO C O Q Q YO, a ni n O Ifl n .li r nl V 1Q N u F 11TITRT7i117771 o O U U J t r C.7 n OI ID N Y) f q M r r� T rj tJ _ p O p O U C O a a, M o 0 3E Q Y 0 . Q r � O Oc 1 0 o O Q O C M O � �" J �fl)llll�llll�llll�lllllllll�lllllllll�lllllllll�tllldu�ldlhhll�ll�lll�lil�llill�l��ll�lillll��l�lllll��ll � l � lll � � ll � lllll I I W 3 4� ~ �W N x LIQ o m000- :�-;4 in U \ N I J U O uj z: W Z J r y o 0 {- Q U U W O ♦ w U F Cl i N w o cn o ` z a cr w w _ yr w CL w w m o :3w w U F \ O H U QO' `J \ w w Q W f. w U O O w 1 I O Q 2 2 t O i 4 PI CCEDURE FOR COW,1.'_-TIP11- ACCEPT:.110E TEST I i 1. Clean pipe to be tested by propelling snug fitting i.:lflated 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 wa+:ei, i.uFert a pipe pr(,))- by Loring or .jetting, into the backfill material aijacent tc the center �f the pipe, and determine th^ pressure in the probe when H1, passes slowl, through it. This is the back pressure due to ground wateL submeigEnce ovQi the end of the probe. All gauge pressures in the test should be increase.] by thin amount. 4. Ad.i air slowly to the portion of the pipe installation under test until the Anternifl air preisure is rai,ed to 4.0 psig. 5. ,heel: exposed pipe an.l plugs for abnormal 1(!akage by coating with a so•.tp solution. If any failures are Astrved, bleed off air and make necessary i.epairs, 6. Af:Ler an internal pressure of 4.0 psig is obtained, allow at least two minute , f:r air temperature to stabilize, adding only the amount of air rcqutr.ad to maintain pressure. 7. After the two minute period, disconnect air supply. $. When pres3ure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the intLrnal air pressure t.o reach 7.5 psig. i..i� time interval should t.hcn be compared with i.he time required in seconds as c.ompu :ed on rever.sE side of. sheet. 9. List size and l.engt.h of all portions of pipe under test in te`-i., to one sh,3im on reverse side of sheet, 10. By use of nomograph, compute K and C. Use acrl..es r_. aad L, rsH V .y and enter these values in the table on re Terse side of s:iec t. 11. Add all values of K and all values of C ft:;: ;)ipe udder tzst. 1.2. If the total of all C values is less than cine, enter the _otr,l t► ;;.1 K values into the space for "Tit( Required jr, Smmnd.s " 13. If the total of all C values is greate). than )ne, divine thi to'_.' � K values, by the total of 611 C values, to g,it tq. Tc make: this i.%i th the nomograph, use scales C and K, and read ty, N e p Cg I N fl M N 0n0 e oo v 0 0 N 6.1 O O O O J N e O O 4V II11I.1 M 0 U.O O O 0 A 0 Y h _ A P Rl N 0 1ff ♦ A N O F I O 0 000 o 0 0 0 0 0a m t. n n e A N 0 u _ o d "6 ti td n ♦ 0 ti d d dF o _ 0 0- 0 O 0 .I. •2 S Y O O z : w ° O 0 O O 0 O O O AC J Q 0 0 0 0 0 O N Ifl O 0 W a ° N Q' F' J �IIIIIIIIIII III IIIIIIIIIIIthllhl�lil►hlil�iililil��iliLlilil�lil�li I�Iilll li I i I i I i I i 1 I i I I I I I I (r O W �.' '� ► J O Sf O OD M N d 0 �" � C o Awl ' Q Ot` d n M z o UQ L) v V H w y. w U vl to O J' Z 4. Q W w - to CIL 1,- ►` x l o a Z w w o a w w o w D. Q On fn tr w kl w u 0 0 Z Z �.. 1 �_ N a z z o w O ~ N J F rr L� U � o I� � a 47 w O H DROCEDURE 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 gest 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 pressi•re 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 lengt.h 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 division with the nomogrsnh, use scales C and K, and read tq. o V 0 0 in p f` M Kl n n n N N O FIIl IIIN ofill I 111 e 0 n O n0 On 00 n O nIt 19 O O n O O O In y P O ry n p 0 w Om Or -. N + < O Rj 40 O r_ r0 Mj p • " O OrraD n n d n M O N N 0 h - N N _ O O r O J N 0 fill I I fill[I I fill Im III mijim 11 1 1 fill, O O M Y 80 O O O 0 n O n N0 Y n .� N a' n N p n r' In N O F III}�}�ISI�}�}I}}I�� }��I �� '��I1��1}}�}�1yI I I� 1 }�' ' }' ��'}�}l�''I�►}�'{' IT I I I i I I 1 I J 7 0 n N 0 O O O O O O U 0 Or a /- .0 h f 0 n U ri O ti 10 h t r7 N _ d O W _ O o p d d d = 0 a Q CL c� o e .,. O Y = r O O 4 2 x ^ W o O r0 1-. 0 'n V in N N �- �II)Ilill�llllllll�;)�Ill�ulilll[IIfIII IIlll�dihl�l,l�hhli�il E-- Q 3 r•O � (V � 7 OD ` Z W r ` 'o Q O o w ►- Q O v n • U F- U p - U lam. w Nf'1 I W 0 U) ai a U.1 x o rJ = w w w C _I w W Q N ¢ n W U w I dO O Z 7_ 0 U) f 1 ~ W � � r�J L 1 v w n a PROCEDURE FOR CONDUCTING ACCEPTANI�E TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball thrjugh 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 betting, 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 presure due to ground water submergence over the end of the probe. All. gauge ; _essures 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 cn z�,verse 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 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. 0 07 O F7 p h f O M M F7 17 N N O f J N fill 0 1 till I O a n p no p 0 oo in p n p p 1.7 O o o M u v O N M O p 00 Oao 0, N O f O aD O n O M • ` O 01 01 O O 1` tib h y7 f f H7 F7 N N O N N N _ O O n I if I pill PIT I 1191111171111111 111 11 1 1 111 1 1111111111 p I I I jjjTjIr7 U N a O Y p III III In,w�w� 1 Q U. O 0 O O O N N h OYM 2 O F '1'�1�''}" �1��1�1/�I��1�� 1 , =1 1 ' ° O O O O O O O O O p 01 m h �p h f F) N h V rt q 01 m h O r f M N _ d O O d O O O W r CL ° a ac a o m .,. 2 2 Y Q o s Z t J C p O O O O O O O O O O a', a0o m in a cv N v7 O � w o QM J`. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111InIII III[III111MOA111111111111h]dIIIll IiItIII IIIll IIII lII1!i 11 I,11 I I I i I I I I I i 1 Iii C7 � VN p W F- W ti � I U � N I f n o ao l I w M nj `\f mom, W t— 1 z Q Z0 I S R V O M w F r o_ w w w a w ►` Y o a = � W w n LXa a w wU CYa. v w a in LL S n a U H w LLJ W U H N z z w o F- C W U7 � 4 AM - -- —� 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 ce-ater 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 tine 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 teverse 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. xe 4' or O u � V � .00 o �� O 0 O In O n • ur O 7p A t` K1 iD �.' ^� ^u ru m O _ o 1111"m C. 0 0 ra .n 7 n $ $ O t Y r W r n1 .J C C K1 N O O M 0) O J 2 O IIIIII III i .11111'I'q 11 M C l:t U 0 0 �' C. 4. J U I II 1rl V 1' °' 0 1` n n ♦ n w r O U C7 O O O IL x a o d a c� O < < m l O a F- o o ti o o a a F- I11�Wl�llil�lllllllll�lllllllll�llllllll��i'611G411hldl�llilll�lllllrllirli�illllllil�rirl Illllll�i�l�l��i I�I�I�I�� /a J W } W f_. in r a � O � i c� OO t u r E1 � w 7 . . :u ` U -�. — cn U �� y U W w O '� r� 1°� Z d r, N r' Y V N O Z Z w 1 \ w a: U W C) J p a' U n - w Q vi t. 2 �� ` cA U W F J u1 U ~ F z - a Z °z I o w O N QO w m .a... ca 7 - Z54 Z54 s o + og. �a� I,+✓, zS2 41 � 2 � ZW + co I t 1 Top- ZSI.1 o Z4Z IL 00 f / ` < Z Tom = 24S.ZG lowFP + I�-� 4 ' ado 1,r=. Z�50 • ( S" avT ) 234 J CM�A L1r b D /` a mj NJ ku too MK Z ZZ w at < < _ 3 � 3 + �jb ( I' IIJ�iI�iE D2bp) z14 �- s rz T. z ZI ° W 0 0 W a E3" au? ) `7 4%I-,J 17�z L_ ATM;?— A►._ '�ca '. WL p O (. 1 d I� LL. Cl OC31. -d O i O S Il a > > > m m m Qr N � o r ,n v+ • � a a 1I 4 i c AS BUILT. 11 / 20/ 75 W = Y W 3 u TERRACE' Ar, _ ►Nr Z ' ► ., _ �. :fie - .. _ '1 .. .:�"�..;-.... t • ...-,.+.A�w. . :r,,,...aw.,.....�..__....�....A.__ _._......�.,�., -.-:Algt_-s:..,,,,.,;,.�Pw,,.._r_.. .,. _. .._ � _ �_ _ _. .__ -•-.► '._,.j -�.'I �'lll'f'�'I'l11'{'I' I��I�It�) t� It�l�lllilat{llt{1'+ t '�rl�rl`►{1 tClll�lll�Il 111111 III�III{Ill�fillIII�111�III�III�IIIIIII{IIIIII1I111lIII{ItII1�I1It111ftI{I 1111111111111111111101 r �• - .�.. _ _ ' _.. .... ' NOTE: IF THIS MICROFILMED] 2 3 4 5 6 7 e 9 t 11 12 DRAWING IS LESS CLEAR THAN +—— ' THIS NOTI%j-,1T IS DUE TO f QUALITY OF THE ORIGINAL DRAWING. - - ---- - ---- ., OE se 9z Lz 92 sz rz EZ zz Iz Oz 61 91 LI 91 SI til EI at IIII 01 -6 9 L 9 s I. E Z I8012" iNl{111111111�U1111UI�Iln11111{Illlllll�lll�llll�lllllllll{Ilulull�Ilt�lunIMU11111{111111111{11U1111i{tutln�111u11111111111111111111111111111111111111 lull{111111t11�tfldllllfllll�t!Il�lwd fl{IIUIIIII{uullnl{ntll) ; iu�uuutu�wtl�.It�lutlut�IWlm► JULY 7 1992 I I , I I � Ott , ( I , I I i -76�1 I/p .0 SIO ',. � ____ 7"�rt..ZA4.t rtZ..�►�,s ,. - --�` � :""��-_ .. � .� - ._ .. i ' -�;-o j v.byy3 V or- y i � ! I �ttN SA r �^ 1- t „ PVC �.I'. �_ ._.._.---._--• ,. ��_IN f o IL R 10 hr�.D._..t-_�__�"1s.��-.C.�.�� 1, f t IQ � '� ` _.._��.1..�...___�� .=�"7'►a E-t�;�".� re V-164vt _ 7* ___....x...53_.__ . ... �'1.UvA._ •-.._ �,�;.,, , 8 I clko NIL , � oz i 4`o aa 1 _ r'kdi �,�,.�� ►ala ,.._.__-- --- _- . �.�.L�I.____._.-�-- s o. �J -... A ZY,000,r�.�H .,i,,-. _� &rte � � �.1 - �/ >TL bAaTl ;. - -7-� ' ,j.[�.�T P,s.l►..1':,,3." ��,- � � I �/o '�"'..�.___._ .._ .""' .'�"r.._...___.__.__�—=----=--_.,.-� r,,,c . _ ,.\\---- ---,---_..._._..___�7 Y.�►�Ir.`l� '1�_. 7; �_....... kv+�- �,�.,►.r�_"1..-�-` �COD, i i�o1 TOF�_ o f 45 p R LAND GENERAL LECTRIC COMPANY WESTERN DIVISION 17 ` 17 PAM AT PH. 643-••5454 14655 S.W OLD SCROLLS FERRY 4D BEAVERTON 97005 DR DAT'E TITLE J O B FUN TION TRACING L T _T� f� I_E�.k1ll..:� ._. _--._ �' _ --- _ NO. CYLINCIA 'U.1, 4,N CHK DATE CIRCUIT SECTION SCALE ERRACE TRAYT Y _ _ ' g ��F 1 6 .. REV. DATE I APPROVAL BY. �, , �- SHEET OF v , » h. Mw+__._..r ._. ` wa°,1tlr.- ur'n w� ,nwi.,,...� ,�,,+�.,j, ,• � Pon qrqr ! I I IS +111 III I I } 11 I Ir1r f �rl I ISI 1 1 1 1 1 1 I IIIIi I I r 1 r I I I 1 I I � I 'yl1 1 1 I I i I� i � ~ � y • � ' � � � 1 1 1 I I 1 1 I t l r � 1 .1 I �t1 � I ' li t 1 I I' !�I 1 �� 1 1 I S I I I I I I 1 I I I I I 1 I f � I I I I I I r I I I r I I I r r I 1 r11 '` �, I ell � III � IIIIII1 � 1111 � 1 1 � NOTE : IF THIS M ICROF I LME D 12 • �„_ ,_ I _�, � 2 3 4 5 6 DRAWING IS LESS CLEAR THAN A THIS NOT ICE L- IT IS DUE TO E' THF QUALITY OF THE ORIGMAL - -- - -- -- - -- - --- - a��►� DRAW I NG. _ Gf_ 6? 8Z LZ 9Z SZ bZ EZ ZZ IZ OZ 61 91 L I 91 SI b l E I Z I 11 01 6 9 L 9 5 b E Z I ��!IIlII11tI11�l1Itllttt�ttttlttlt�ttt11111411116111111111ltfill tt11tt1111fill l III 11111111ttiIIIIIIIIIIIIIIIIIIIII 111 illllllltllllllllllllllllllllllllll��91�IIII�IIlI�I11L�III1�IiII�IIII�1111�N1��I�II�IIII�IIIIIIIIIIIIIIIIIIi�I1J1LHillIUl�Illlhllltllll�U�IILI�11! �II11 ,, - R^,CCEDURE FOR CONM;TitTO A.C.3LPT?.I10E T,-,)T 1, ( .ean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe Witt, 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 v;at:et, i.t►sert a pipe prohi by Loring or jetti,,g, into the backfill material aijacF:nt tc the center -)f the pipe, snd determine th:: pressure in the probe when ai, passes slowl, I hrough ir. This is the buck pressure due to ground w:►ter submelgenc^. ovei the :nd of the probe. All gauge pressures in the test should be increase] by thi.a amount. 4, ,dd air :,lowly to the portion of the pipe installation under test until V ,►►t:.ernal air preisure is raised to 4.0 psig. 5. hecl exposed pipe an,l plugs for abnormal leakage by coating with a soap .�.c-ution. If any failures are observed, bleed off air and make necessary epairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutf. f:.r air temperature to stal,ilize, adding only the amount of alr required to maintain pressure. 7. Aft.or the two minute period, disconnect air supply. 8, When pres.,ure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air preEsure to reach 2.5 psig. i'.as time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List siz, and length of all portions of pipe uneer test in to one sh-mm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use :kerbs r and L, real 1•. and enter these values in the table on rc-cree side of sweet. 11. Add all values of K and all values of C fci: ,v'pe uvdar test. 12. If the total of all C values is less than cue, enter the .oral c.L : ,1 K values into the space for "Tirnr_ Required it, Sertmd.i," 13. If the total of all C values is greater than one, divide the K values, by the total of all C vclues, to gat tq. 1ic make this the nor igraph, use scaleF C and i , and read t(t, .1111!11 11 pill d moC, o°v 'C' x. „ v o 0 1n oLO 0 o fe O 0 O Y to ..7 nll O I C �� Q x } C 8 O O 0 N O u0i �► n/ N 0 Z O L' �;mrrrr'7rr , 0 0 r o m m P- n n r N r c rn ei d 0 d d o 0 0 o 2 a a o a cr Z ca � fl � O : Y z O , $ 0 o , o •.� o v> 0 0 0 0 W o ^ e o N v o �' J �ullluhlnlntlhinitulllull�llLllu h i l l lllfl�l�l�l�l�l�l��ll lilili�ihl,1,1 �11,1i l i l i i l i I, 1,I i i I i i , , I i i I i I I I I i M � a w a 0 W l^ r W NN Q J N C OD OD 2 ~ � g IN r m M ' ° J 0 ti Q. •J 1 � w Z F a v � •o J � I ` ►-- a w U w Q 2 hl i w C N f_ I- is O U 0 v J , PRC:EDURE FOR CONN-MM 4CCEPV.T7CE T ,ST 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 eLori plug securely. 3. If the pipe to be tested is submerged in ground wa+ ni, iLj5e-ct a pipe proh-? try Loring or jetting, into the backfill material aijac.ent tc the center ')f the pipe, and determine th.! pressure in the probe when ai, passes slowl, through it. This is the back pressure due to ground vantej: submergence ovei the end of the probe. All gauge pressures in the test should be increase) by this amount. 4. idd air slowly to the portion of the pipe installation under test until the .nternul air preisure is raised to 4.0 prig. 5. ,necl, exposed pipe and plugs for abnormal leakage by coating wit.h a soap ..olution. If any failures are :observed, bleed off air and make necessary 3 epairs, 6. After an internal pressure of 4.0 psig is obtained, L llow at least two mirnute: f:.r air temperature to staLilize, adding only the amount of air quired to maintain pressure. 7. After the two minute period, disconnect air. supply. 8. When pressure decreases to 3.5 psig, sta;,t stopwatch. Determine the time in src.onds that is required for the internal. air preesnre to reao.h 2.5 psig. ,.ij time interval should then be compared with the time. required in seconds as compu`ed on reverse side of sheet. 9. List size and Length of all portions of pipe un-'cr tejt in. to one sMwn on iever.Se side of sheet, 10. By use of nomograph, compute K and C. Use srr...ss ( and Lp r_5.9 l and enter these valuas in the table on re-rerse side of s'aeet. 11. Add all values of K at.d all values of ] is ;)-.'pe a ,der teat. 1.2. If the total of all C v ►Lues is less thy , to.s, enter the :ntal c.L L K values into the space for "Tire„_ Required ir. Secoi:A.i, ” 13. If the total of all C values is greater t1hon ane, divide th ! t-3-- . !: values, by the total of. all C values, gat tq. Tc tnakt, this :'- - a ,. : th the nomograph, use scale: C and K, and read ty, C 'o In In 1�1 N N N O n N O 0 f N o � O u o p O� to m n nip h f f pp O M1 O O O W) po in 00 in 0NO p �O i0 0 p Incm Op, N fn O O n 0 J N D O (01 O w Y O O O O O O h f N O Y n S $ N O O 2 O F I J O O pO p Oi m ti qp h f N ~ O O O O O O U In O A �p /z w n f M N — d O O p O O O p � K O CL a 0 0 ' Y O s p z • z f" 0 0 0 0 O 0 o p 0 0 0 c o 0 O O o 0 0 0 in o In o W }O m h 0 n v M N N F-• �IIIIIIIIIIIIIIIUII1111f�Illllll�lllIIIIfIIllIIII�Iihlddllihlill�JI��lilt IIIfIf]IIIhiiIll iIlI I i I i c J F- Q .q w- c ' O w �� ► r 3 w y � CD :7 e11 F � J• O 00 �J a �'J w lal. U_ O N f U QaO Z cr z w z a Oa w � H ''- o �`- 11 N I w a O N � 1.: p z h U.1 a w - w a ¢ o w w O ! o CL a N t�7 -j- a u a z i M D U) V W H PROCEDURE FOR CONDUCTING ACCEP'T'ANCE 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 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 ubserved, 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 sizz� and length of all portions of pipe under test in table similar to one shown on i:everse side of sheet. 10, $.f 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 Secor,11-." 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 t.q. To make this division with the nomograph, use scales C and K, and read tq. --. .. .'....,• ..a...:n..... ,,..sir.lu:u. :.i•.a........[..'.x—.•. w+n...u.'..:.+..w- -W:�a.,JHl4Y1.1{N4ilI YIW1YLY�lt♦/{AW/1�1MMI{IM: .,, M 1 W11/l._ EY & HAM Earl P,Wilsey(1892-1957) 222 SOUTHWEST HARRISON. SUITE 4 • PORTLAND, OREGON 97201 Telephone(503)227-0455 DAVID F.EVANS Vice President V ED july - G 1915 June 5, 1975 CITY OF TIGARD Mr. John S. Harman Supt . , Engineering Division Post Office Box 23557 12.420 S.W. Main Tigard, Oregon 97223 Re: Terrace 'Trails 4-1624-0301 Dear John: Per our conversation of .June 4 , 1975 this is to document and clear- up an item of confusion in re)Tard to the type of pipe to be used on storm drainage outfalls into the creek. The plans indicate that storm laterals "D" and "E" arF, to have concrete pipe with anchor walls or corregated metal pipe. After our discussion it was agreed that CMP would be satisfactory on all outfall storm lines . It was also agreed that all storm lines within the right-of-way shall be concrete pipe except where CMP enters a street area. The above conditions will be transmitted to the contractor. If ,you shc,uld have any questions , please call me. Very truly ,yours, ) WILSEY & HAM rrol Garr, P.F. cc : Miller & Sons Contractors EFG1sk engineering • planning • surveying landscape architecture mapping sysiems ■ CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB N0. ---- — PROJECT TITLE: 2 — DATE: IW 910-9 P R 0 PESS To 1)ATLZ Tw 04 A Et / �� _f��-• _fes SPECIAL PROBLEMS: EST. % PROJEC ITEM/COMPLETION' _ INSPECTOR _ H A N 1 Earl P.Wilsey(18192.1957) 222 SOUTHWEST HARRISON, SUITE 4 • PORTLAND, OREGON 97201 Telephone(503)2271-0455 • Cable"WHINT" TRANSMITTAL date 76- f ile— Sfile- 7-/( Z(1- D 3Q� li to____,LO IJ P7 • 4 q rAo A 7,4___�� LtI� JN-tG•/ih �w/s�nlr _ -- QAool — ore project subjectX11irhgye Fl c/L AM-1,/4) I num er o item date co ies description 615' € ;'W - Lar. ` 1-7 for your review ❑ for your information ❑ as you requested A00r your approval ❑ remarks:, ovr Cvn �!r v a C*7 F1fDvicle /iSCrvle- 7o ;1a 6v7 �rA �pro�ver7�y pwMe�rY, e�/ 11,44-lC ho Xq? er/rA Cis 5R0//u�I! 4/1 O/�Jf/N,ttc ��4H5 �eT Z� cthc� I�OviC�� 4 T, �f //© a "?�� •fro i+.. LF a re a it y 4 vesTifh+S j/Gp re by engineering • planning aurveyinq landscape architecture • ma PPiri 1 systr,rns i i [o7 (J%z I I SAn/. 4.4T �F'' �•s' 1 � I �" /f4Z iocr G SSP i \ CL4�e�C PARGEL �G2 ra evvNo i i �J4 iE 25G.00 pjE ' tip D PRS 64A , ©, GJiJ zo /N z*s- R L F. l� ovr F.45. g �p Nom, i •qo. ,_ SCALE_6(rf _ CITY DATE '!._��---- J�r%/ T/}�' SEWFe APP)/T/o&l WIL,S Y a HAM PORTLAND, OREGON CITY OF TIGARD, ORE, ENGINEERING DIVISION P W. DEPT. PROJECT INSPECTION REPORT JOB N0. - - -- — --.. . PROJECT TI . - - ---- _ DATE: - - � ---- - -- -------- PROGRESS: /LIZ 6 ` S..I1P1Q-yP. 1TLvEEjtJ !' - - /SSL• � � PRW00:54-av - R �•MAM AW -�l�--�-�-�.pF /`Z GMP STf.�. �v✓-3T�7.ef�x L•/iv� D � e�,Z_"_��__ _ i NOTES:---- - - ---- ------ ---- WEATHER; O s. INV wo k l CITY OF TI GARD, ORE. ENGINEERING DIVISION, PW DEPT PROJECT INSPECTION REPORT JOB N0. _ PROJET DATE' -( - - - - PROGR� SS �//(�{�,Q y`j /t7 t L.`: D �`` i�I_ � / �_ .3 7LKjO►), �Ci4/!7�t�f- ,c, -._=_ ��" "r"�JD.,�'r� 1CitD�'►'I sir.,�_�V ?D�_-_'/"�_ �_ NOTES :. p &/�_AqAfN~ �l U J`/G�rt/F� #&16Q. -- /ft AlVt' 14 WEATHER -INSPf: 0R - _ -- L v T Z¢ Z i y � f 0 \ If4Z /OLF G."GSP /�f2 Lf G "e..5 p -5= 706 5",4 55 Cz-,4ZtPARCEL. 2G2 Gflll!!Np �/ ZSB � j-e-.254 /E 2510.00 D e //G/ C 1�l ��nI �✓ r 1 ` �� 1 646 r '7 v /lot lb 1A1 L15.9S(SourH) 1 /6 oor z4s.78 a n SCALE I-''f I ERP-ACE TRAILS JUN 6L41747- W&DATE_ SA/v/ 7-4EY sEweFR APP) I7/OA! CITY OF VMWY a !-SAM 1)WN. __ E __ LATeeR� '�F'/ PORTLAND, OREGON CITY OF TIGARD, ORE ENGINEERING DIVISION. PW DEPT. PROJECT INSPECTION REPORT JOB NO_ r PROJECT, TITLE:DATE: PROGRESS: Y/Lt/�g�,CSPNol OTES WEATHER; Sb t- 7gd - _ IN -;P R CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB PROJECT r ---- - ------- -- - - ----- W - -- DATE' PRO Q RE.SS << .. yes _-�- --- _ NOTES :. AFjr I/ Ife7VX ;gy? WEATHER °-- ,�� j�}/� INSPC^ OR -- tip L303M 2 t bol TVP I't. 9 ,16z. is co-r) 03 •� O --— - — Old GLV N N � N c � j a a c ccn a WL o UIL lu o ' Q J CITY OF TIGARD, ORE . ENGINE:FRING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J 0 B NO. _.— ---- —— -- _ PROJECT TiTLE:_�.— J�R_ -- D A T E PGRESS To 1)�ATE : -- s A S _ Nom_ SPECIAL PROBLEMS: EST. % PROJECT I"'EM OW.Pt ETI ON: INSPECTOR CITY OF TIGARD, ORE ENGINEERING DIVISION: P W. DEPT. PROJECT INSPECTION REPORT JOB NO.-. .- PROJECT O.PROJECT I' -- PROGRESS. NOTE S:_Zy_..t/.1#i- �'1N�r__� �o✓z�l� //jCs' &17ytf�E-�5Z% r 0 � 'AVE ATHER. CITY OF TI GARDE ORE. ENGINEER�VG DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB N0. PROJEC T .'-.-__ DATE: 1 PRO , -SS /�/�-�� - - �Lv�-rEX�I�i4�l� r�-� SET 44)u, NOTES : WEATHER INSPC•_ OR w �■r CITY OF TIGARD, ORE ENGINEERING DIVISION, P W. DEPT. PROJECT INSPECTION REPORT JOB ; PROJECT TSI - .` -' - DATE: _,5SI�- ! r PR DRESS: - -A v138/r4�- NOTES; WEAT!lER; 500- 10 � ------ -- IN CITY OF TIGARD� ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB NO. PROJEC T r' -- __- - DATE: PRO Esq NOTE, : WEATHER - �. I N S P U OR T IGARD CITY COUN C I L SPECIAL MEETING APRIL 21, 1975, 7:30 P.M. 1. Roll Call: Present: Mayor Wilbur Bishop; Councilmen Ralph Barkkdrst, John Cook, Alan Mickelson, Robert C. Moore; R. B. Adams, Chipf'of Police; Fred A. Andersen, Legal Counsel; Russel Austin, Buildin Official; Bruce P. Clark, City Administrator; Dick Bolen, City Planner; Doris Hartig, City Recorder. ✓2. AN ORDINANCE RELATING TO THE 115th STREET LOCAL IMVROVEMENT DISTRICT. (a) City Administrator stated that the proposed assessments were established by Coun,.il with the exception of an $800.00 charge for driveway alteration on the Clark property. Staff has reviewed contract and made an on-site inspection and it is their opinion the driveway should be reconstructed. The City Legal Counsel was not prepared to state the City's legal position with respect to using City funds to pay the $800.00. Staff and council discussed construction of driveway and how to aleviate the problem. (b) Councilman Cook moved the $800.00 charge be removed from the L.I.D. assessment rcll and be paid by city funds; motion seconded by Councilman Barkhurst. Approved by unanimous vote of Council. Attorney Anderson stated the amount ($800.00) may be credited against each asaEc:sment and if a deferred payment has been applied for, property owner, do not have to resign the application bat the City can credit their -- .3. TERRACE TRAIL SUBDIVISION - Author:ization to execute a subdivision compliance agreement. (a) City Administrator commented the required bond has been posted and fees paid. City Administrator recommended Council accept the agreement and authorize i the Mayor and City Recorder to execute. r (b) Motion by Ccuncilman M,>ore to accept agreement and authorize execution; seconded by Councilman Barkhurst. Approved by unanimous vote of Council. . 4. MEETING ADJOURNED ..�.."".......05- ......�....,..,,�.......w.,........,,_,...,..........«....».�,.,.-...�,»......w.._.-.......-.. 91 .M. City Recorder i �r A'11 EST, Mayor From _e desk of 4_17_75 'or.. .,e desk of �7��- I v r-. LEE FRITZ LEE FRITL To: Bruce Clark CQV OF TIGARO To: John Hagman Mgr, City of liga.rd Bureau of Public Works fie: it;ihhC-t; 1nAIL6 SUBJiVISIUN he : TWiRitC6 TRAILS 6UB-)1Vl6iON The following items have been The following items have been provides] the city as required provided the city: by Your subdivision ordinance: 1. Compliance Agreement 1. Compliance t+greement 2. Payment of fens 2. Payment of fees 3. Surety Bond 3. Surety bond Your assistance in coordinating Your assistarice in expediting public works and planning in the final plat will be securing necessary signatures appreciated, representing thy city will be appreciated. SUBDIVISION CO;dPLIANCE AGREEMENT THIS AGREEMENT dated the I day of between the CITY OF TIGARD, a municipality of Oregon, hereinafter termed the "City", and s True_ax� YI _.A�. an Leot'a J. sitz hereinafter termed "Petitioner", W I T N E S S E T H : W(IEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as Tr r,Ftk.G1;,,;r,Q,yzLS located -Ser .:nn 7. Tn�n,hin 2 4n b�jj;y[}�g1 West Willamette Meridian, Washington County, Oregoni and WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to install streets, sidewalks, street lights, storm sewers, sanitary sewers, underground utilities and other public facilities for the development and requires the payment of fees; and 11HER's1S, the City has approved and adopted the standard specificr,tions for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision developments and WHEREAg, the public i.mproveiients required to be constructed or placed in petitioner's developrr.•nt are incomplete, but petitioner has nonetheless requested the City �o permit progressive occupancy and use of property in the subdivision, and the pasties 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 :iEREBY 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 Petitioner is hereby bound to comply with all subdivision standards as set forth in said Subdivision Ordinance and the standard specifications adopted by the City of Tigard, or as may be otherwise approved by the Public Works Department and to use only such material and to follow such designs as may be required to conform thereto. (2) To assure compliance with the City's requirements and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form approved by the City, with liability in the amount of S__._j6 4U,,50___ a copy whereof is hereto attached and by this reference me.de a part hereof. (3) In the event that Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time limited, upon ten (10) clays' 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 r \e��^ 0 0 f U . VC , 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 Trial Court and Appellate Court, if any, or the city may, at its option, bring proceedings to enforce against the Petitioner and/ or Petitioner's sureties specific performance of the contract aid compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's attorney's fees and costs, both in the Trial Court and Appellate Oourt, if. any. (4) Petitioner, concurrent with the execution hereof, has deposited with the City an amount estimated to equal rental and maintenance fees with respect to the street lighting facilities within SECTION 1 of the subdivision, according to Portland General Electric Schedule 1#91, Option B, together with a further sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lighta. Said amount being (5J The City agrees to make and provide periodic and final inspections and in the City's judgment are necessary to assure compliance herewith, in consideration whereof the Petitioner has paid prescribed inspection fees. (6) The City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount of (7) At such time as all public improvements except sidewalks and street trees within the subdivision have been completed in accordance with the City's requirements, Petitioner shall notify the City of the readiness for final inspection ind upon certification by the Department of Public Works that all requirements of the city have been met, the Petitioner will submit to the City a good and sufficient maintenance bond, if not already provided with the performance bond, form approved by the City in the sum of $ 8.__1,Lj,,7J__ to provide for correction of any defective work or nzintenance becoming apparent or arising within one (1) year after final acceptance of the public improvements of said -W6 f4GN�g by the City. (8) Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the city Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (9) That in addition to or supplementary of the requirements of the City's Subdivision ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations: a. None of the wts 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 iseued prior to the acceptance of the subdivision and to the time that thu sidewalk paralleling the street for each developed lot proposed to be occupied, is installed as a part of the development; provided that -2- all sidewalks as rcquired by the pla7i and subdivisicn cede shall be ir.4tallod throughout said subdivisicn not later than 3 years from the date of this Sundivi.sion Improvement Contract. b. All landscaping trees on that portion of each lot between the public idswall(s and the curb (perking area) as required, shall be planted and in place prier to final Inspection and issuance of occupancy permit for e.nch such lot in the subidivisior.. Provided that final inspection and application for occupar�.y permit occurs within any calendar month from October to April of any year, such plantings may be deferred until the next following growing season. In any event, all landscaping trees in all arras shall be planted and in place within the entire subidivision within three (3) ye.-s from the date of this subdivision improvement contract. c. 'ithin one (l) year of acceptance of the public improvements the petitioner agrees to pi.,ce a one (1.) inch asphaltic concrete Class "C" overlay on all %cads within the • opment. (10) The parties hereto hereby adopt the form of perfcrmance boed,ropy whereof is ' hereto attached and by reference made a part h-reof, and petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior to the time this agreement is executed on behalf of the City. (11) 'he specific requirements of Paragraph 9 hereof shall for all purposes be Included as a part of the obligation secered by the afonet4id perfcrmence bond and the City shall be entitled to recourse thereto in the event of default on the part of the Petitioner with respect to any rsquiremert thereof. IN WITNESS WHEREOF, Petitioner acting by and tt%cvgh its duly aj-oTiTed undersigned officers pursuant to resolution of its Board of Directors ter caused this agreement to be exe,uted, and the City acting pursuant to resolutionof its Council adopted at a meeting thereof duly and regularly held on the day of s 19 -_ ha,s caused this agr.enent t% bp ere-..te—dip ire Mayor and Recorder. By L By.-_f I,, -ITY Of P1iARi UnEvO\ By t -3- STATE OF OREGON ss. County of WEishillaYt�11__�Y---� On this � day of AnriL.W_._. —' 19__x—, personally Trueaxt_W. A. Began, Leota J. Fritz appeared the above named _Fred A. ----- and ackn;wledged the foregoing inslrus.ent to be their voluntary act and deed. Before tree Notary Public for Oregon My Ccirmission Expirest ��l i,7/ STATE OF OREGON ss. County of On this _---- day of _—_—+ 19.._ —+ Personally appeared the above ns-ted r__—__.__ -- ---------- —� and acknowledged the fote9oi7g instcuncnt to be their voluntary act—and deed. Before tree My Cou:,,ission A UNITED F CIFIC INSTJRANL.E 0,0M.PAN'Y HOME_ OFFICE, TACOMA, WASHINGTON SUBDIVISION 13OND Bond No. U 7.7449-7 KNOW ALL MEN BY THESE PRESENTS, that we 5EGAN, FRITZ & TRUEAX a Joint Venture as Principal, and UNITED PACIFIC INSURANCE COMPANY of Tacoma, Washington, a Washington Corporation, authorized to do business in the State of Oregon as Surety, are held and firmly bound unto CITY OF TICARD, OREGON — as Obligee, in the penal sum of ONE HUNDRED SIXTY THREE THOUSAND EIGHT HUNDRED EIGHTY SEVEN ($ 163,887.50 AND 50 s - - - - - __ — DOLLARS, lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, ____ B.t:gan,__Fritz & Trueax_e_Joint Venture has agreed to construct in - TERRACE TRAILS Subdivision, in --_Tigard, OR the following improvements: streets, storm sewers, sanitary sewers and water wains NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall con- struct, or have constructed, the improvements herein described and shall save the Obligee harmless from any loss, cost or damage by reason of its failure to complete said work, then this obligation shall be null and void, other- wise to remain in full force and effect. - Signed, sealed and dated this 16th day of April 19 75 BEGAN, Fk1TZ & TRUEAX, a Joint Venture �� /��•,��,� principal i By: — ^s --- ---- UNIT EDEA IF I ,IM1JRAt COMPANY Emtns M. emp Anornoy•in.Fact BDU•2320 ED.3/12 CITY 0 TIGARD DEVELOPMENT DEPOSIT FEE COMPUTATION SHEET .�OJECT NAME - PROJECT NO. (1) PROJECT FEE (City ord. 68-48, Sec, 10, Par"A"): P?7, a)Total estimated improvement cost . . .. . g , b) Less son. sewer est Const rust $ _• pr Adjusted improvement cost $ .r subtotal) 0 .019 X 41(su : . . . . . . . . . . . . . . . * /", >:S0 13 btotal) (2) SEWER FEE ( US.A. res. 70-12, Sec.9, Po r. B" a)Sewer plan check fee 81 inspection fee , 1) 110.00 x 4. -' Cor] (no, of loss) =- --P) 100.00eriw.--,E3-- b1 Permit fee H connection charge paid . . . .. ..... ... . . ..0 c) Sewer district contract surcharge paid .......... ... ..�"- (district name-11 ` dur•• i:+��e canc�� (3) STREET LIGHTING FEE ' a) P.G.E. lighting schedule no b) Mthly rate option no. _ type of!ight cumene v, fill x 33,45 type of pole (mthly rate) (no.of lights) 0'e rN.r 14'r: �. ♦ .25 x 5 T(mthly rate) (no.of lights) lyr. t2-Infh't- (subtotal) ZO �2yr o 24mf 9 37,20 x 24 . . . . . .... . . . . auetotat (ne.o�'wtlhi) (4) SIGN FEE (itam4-installation) (persign) (noofelgn) STOP X • RESTRICT OCCUPANCY X - STREET SIGN $__x COMB STOP/ST NAME it mss;;X I _ a _77,$Z NO PARKING 4 X s >}.. - De:r� 61-C./ 11X9.95 x miscl type tnfsr. type) X �•.... ... .. # /77, 7tS RECEIPT NO __J J 130 QAJ GATE PAID 9 /1(r/- `_ check 0 rash fa OIIAND TOTAL V.7 money order C� Insert SeWP�. -Ares', y I March 24, 1975 Wilsey 6 Ham 222 Southwest Harrison - Suite 4 Portland, Oregon 97201 Attut Errol F. Garr Ret Terrace Tra. ls Subdivision Dear Errols As per your request for written confirmation of our approval of the public improvement construction plan for the above referenced subidivision, said plan (dated Decembet , 1974) was approved and issued on February 27, 1975 subject to execution of a standard compliance agreement, submission of a performance bond, and payment of all necessary fees. Sincerely, John S. Hagman Supt., Engineering Division JSHIlw March 24, 1975 Leota Frits 18140 Shawnee Trail Tualatin, Oregon 97062 Re: Terrace Trails Dear Leotas Enclosed please find one copy of the revised subdivision development fee sheet, for the above referenced project, reflecting your revised submittal costs. Also, for your information, item number two (2) of the Compliance Agreement should subsequently be changed to read, $163.887.50 (required surety bond amount)l and item number seven (7) should be changed to read $81,943.75 (decreased maintenance period bond amount). All other amounts therein will remain as initially written. Upon return of the aforesaid (executed) agreement form, the performance bond form,and upon payment of all stipulated fees, we shall be able to route said documents to the Council for execution in behalf of the City. Should you have any questions, please contact us at 639-4171. Sincerely, i John S. Hagman SuM. , Engineering Division JSHslw Enclosure i NV I J\JE X& HANI Earl P,Wilsey(1042.195?1 222 SOUTHWEST HARRISON.SUITE 4 • PORTLAND,OREGON 97.101 Tolephona(503)227.0455 • Cablo"WHINT" DAVID F.EVANS Vern Preaulent March 14, 1975 d � j Mr. John a MAN 1 CD� Hagman 1975 City of 'Tigard CITY OF TIGARD 12420 S.E. Main TiUard, Oregon 97223 Re: Terrace Trails - Rcvied Engineers Estimate File No. 4-1624-0301--&-7-2321-0101 Dear. John: For your information and use I am listing below a revised engineer's estimate of construction costs for the Terrace Trails Subdivision. This supercedes the estimate of January 10, 1975. Description Cost 1. Streets $58,000.00 2. Storm Sewers 12,000.00 3. Sanitary Sewers 55,000.00 4. Water (by Tigard Water District) 24,000.00 ESTIMATED CONSTUCTION COST $149,000.00 If. you should have 1ny c,uestions, please call me. Very truly yours, WILSEY & [IAM Errol F. Carr, P.E. cc: Leota Fritz /� Frer' Prueax ALL.✓; �.,rsy.v,' 'fid W.A. gan EFG/sk engw,ePrir planning surveying landsenpe architecluro mapping sys'em5 ..:-.r.eA-A.w,MilnAt�.ri.-AJrn:iAWAf✓Ww�+lu4wuu.Y+N�wwLLs+�_��iY.iJMi1W1AwYY4WiWiw1MJwUiih..nawwNWb kt:.:i....,yr :':..J...+.un...u:aud.ax:rWyY.i,4 wain NV I I ,SI,al HAM Earl P Wilsey(1692-1957) 222 SOUTHWEST HARRISON, SUITE 4 PORTLAND, OREGON 97201 Telephone(503)22'-0455 Cable"WHINT" DAVID F.EVANS V,co►4es"dont March 14 , 1975 ►JIA� 197 5 CISY DF 11GARD Mr. John Hagman City of Tigard 12420 S.F. Main Tigard, Oregon 97223 Re- Terrace Trails - Revised Engineers Estimate File No. 4-1624-0301 & 4-2321-0101 Dear John: For your information and use I am listing below a revised engineer' s estimate of construction sorts for the Terrace Trails SuL)division. This supersedes the estimate of January 10, 1975. Description Cost ] . Streets $58 , 00. 00 2. . Storm Sewers 12,000. 00 3 . Sanitary Sewers 55, 000. 00 4 . Water (by Tigard Water District) 24 , 000. 00 ESTIMATED CONSTUCT.LON COST $149, 000. 00 If you should have Pny questions , please call me. Very truly yours, WILSEY & HAM Frrol Garr, P.E. cc: Leota Fritz Freci Tr.ueax W.A. Began E.FG,Isk engineering • planning surveying landscape architecture mapping sys!oms Ai e� sup pL � 5 -. -...z--7_ S ;'Ll/ rrr G ce N,cis z � ------•------_. .4 cool f-e • � ONr ho•tcs G Imo.►-+ AN MAIC- . i .. ;b,c..;<.uwakiude�.w.,i..;Ln:�,..u.,.rwu,!:a.c.w..Yr�at,:.ts.waaa...,:,w..usv.+rem:Lu.>�,kaewsn44VuiWwairla'rieWiiw ,. ,• - ��:: :.;ti.._.. . Y(RMIeIV'Y�wlipkc+riYii.iW3�- — -�krNii..: ^ r i WIPP Y & HAM Earl P.Wilsey(1892.1957) 222 SOUTHWEST HARRISON, SUITE 4 • PORTLAND, OREGON 97201 Telephone(503)227-0455 • Cable"WHINT" DAVID F.EVANS Vice President RE(,-;E1 VED February 24, 1975 FEB 25 1975 CITY OF TIGARD Mr. John Hageman City of Tigard 12420 S.W. Main Tigard, Oregon 972.23 RE: ' TERRACE TRAILS SUBDIVISION File No. 4-1624-0301 Dear John: Per your request we estimate the coat of four (4) foot wide side- walks within the TERRACE TRAILS Subdivision as follows : Greenway Avenue 3140 L.F. @ $3. 00/L.}"'. = $9, 420. 00 Fairview Lane 905 L.F. @ $3 . 00/L.2. = 2,715. 00 ESTIMATED SIDEWALK COST =$12 , 135. 00 The street lighting information for the type of pole, fixture and costs are being gathered by Mr. W.A. Began one of the owners. He will be in contact iith you. If you should have any further questions, please give me a call. Very truly yours, WILSEY & HAM 0 r, a- E Yo1 F. parr, P.F. Director of Engineering cc: Leota Fritz Fred Trueax a.A. Began EFG/sk .•r.., planning • surveying landscape architecture mappine systems General Electric Ter) I . ,I l i V 13-72) SupplY __..,.....�.� COMPAN A DIVISION OE GENERAL ELECTRIC COWANT P. O. BOX 2947, PORTLAND, OREGON 97208 A21- S /3 7 WHEN ORDERING, PLEASE T FLEPHONF_ NO....._.......... .......... REFER TO QUOTATION ILIO. 7 DATED._. 113 TERMS ^ C2 �3 X CASH DISCOUNT AS J- SHOWN BY ITEM f L_ WE THANK YOU FOR YOUR INQUIRY `= AND ARE PLI?ASED TO QUOTE AS FOLLOWS QUANTITY D E S C R I P T I O N CAO- DELIVERY UNIT PRICE EXTENSION DISCOUNT --ice'/-- ?9 L f��G 7r— if l� �L�c r✓ .� �/7 .LLL AGRttMtNTS ANE MASE CONTINGENT UPON OtLATS StTOND OUR CONTROL' QUOTATION It SUSJtCT TO CHAHO[ WITHOUT NOTICt UNLt SS OTw ERMIISE S/ATILD, AND ALL OROtPt APt SUNJECT TO AtCILPTANCI. TNI AMOUNT 0P ANY PPEStNT OR PUTURt IALt S, RtVtNUt, tRCISt OR OTHCR TAR APPLICASLt TO TNI MtRCNAN01tt COVt01[0 NY THIN OUOTATION, OR 10 TNI SAIL OR Utt THtRt OP, SNAIL St AOD90 TO TNI PURCHASE PRICt AND SMALL SI PAID ST TNI PUNCHASM W1 HOPI THAT W1 SHALL St PAVOPIED WITH YOUR 0901[N, AND ASSUNt YOU OP PROMPT/ATTENTION. TOURS TRULY. - ISEE RTVERSE SIDE FOR STANDARD CONDITIONS APPI ING) �.L/% � /fit^'✓ A� ,"id Verbal Messages A-1 CITY OF TIGARD To: From:-- Subject: Date: r;p e ASo Y/C et) .3, •� ,:_..:. .. �, +�WiYlu�ulli....tiiG�r,KYWYiMK .'6$gIGKMy; ...... ..... .. ... .. .... .. . .. .. �.:....,.._. ..oe.w...r..:�..MLl LEmaW:WYM:NWgN1aFY .. ..,' .. ., Av�.:id Verbal ",lessages A_.1 CITY OF TIGARD To: l_E fc`" 0 From : Subject:- - - �?E. PA&E` TkA�t�S Date: � - / X- � .� z wt T-A-L K t_`� -r o Z"k*eO (:;�A k e. 4 7o kE4-1 CGMMOUbe±. ro T4Ar - N C HAVC S owk.IT2. �oQ ,.1 �tsk~LF� cm Y yr'H kt--w Y-ta Akr ibt. u.)NA*f 7 Eti' $WwhMm� ve* ov= rNE C �2Q�„'��. R,�Q N L..sTE� 7"l��"` l�-t`��tiJFDiQ r�•l Id S +�F N£R c ND►�E R�Ae.bl0&1 �-OL ` TYPE FixrvR t' TYPE a " v M'fER !� L.oc r4TGN 5 o FF �r..�' � , 6r Ai--SO T146: 1..� CA#Q� Z - 19 - 79— p►4l c. � rKtb pro PRE:U'11u . PLAT` APPPCuAL 6Y P, FIkiD iT HAS07- �''Et 13CE-AJ RPPRC I �� ►►JFSRM�`�i� blcK koLCAV T4eP-'DF, .r' f,. v I t February 3, 1975 Mrs. Lee Fritz 18140 S.W. Shannee Trail Tunlrtin, Urebon 97062 Dear Mrs. Fritzs 'Phis letter is in response to your request of hick Hiebert, Tigard Punic L4orks Director, that a letter be provided you concerning the status of open space in the 'Terrace Trails Subdivision. Upon acceptance and recording of the final plat for Terrace Tra6ls, the lands stipulated on said plat for open space will become the property of the City of Tigard, provided that all back taxes have been paid. The City cccepts full responsibility for maintenance and will provide improvements in the future as funds are. available. To date a major source for such funds have been grants from the Burnan of Outdoor Recreation. As you are probably aware, the adjacent Holly Tree Subdivision has previously dedicated open space for greenway/bicycle path use. Across 115th to the east, a further greenway extension will be provided when this lnr-e tract is subdivided. In time the greenway will connect Qiaarde Street and ':alnut Avenue. As you can see the City's greenway development pro&ram is ►caking prol;ress and I am sure it will be an amenity adding, to the liveability of your project. Sincerely, Dick Bolen. ^lanning Director DB t 1W � I -5",It .�t -'( / �•«-,�,�-t.. C'f< IUfl �fl11D RU �fl � � I �� fl �D1 � C11011 DISI� IC -� P. O. BOX 286 •J//� TUALATIN, OREGON 97006/2 • PHONE 630.6861 • RUSSELL WASH1H13UR_N,CHIEF January 30, 1975 ED F t r 3 1975 City of Tigard /��" Iry OF tl�ara Planning UL:•tment P.O. Box 23557 Tigard, Oregon 97223 Attention: Dick Bolen, City Planner Dear Dick: On reviewing the plat of "Terrace Trails" Subdivision, it shows a 15(0 foot dead end street. The Fire District supports the city regulation of only allowing a 500' dead end street because of the problems created. Before signing the approval of the drawing, we ask that the drawing show the street and paving go completely to th• south property edge to connect to the future street at the south. Also to p•ovide for turn-around for emergency vehicles in the meantime, a street width expansion to at least 40 feet be provided. If you have any further rluPstions, feel free to call me. Yours truly, J.l Greulich Fire Marshal r JAG:dm �lN t UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 (503) 648.0621 BOARD OF DIRECTORS Joel E.Wesselman BURTON C.WILSON.,9.,Chairman General Manager JOHN C ANICKER Room 302 VIRGINIADAGG MILLER R RA RECEIVED 1' ROD ROTH .1AIJ ':3 () 197 January 27, 1975 CITY OF TIGARO City of Tigard P. 0. Box 23557 Tigard, Oregon 97223 Gentlemen: RE: TERRACE TRAILS Enclosed for your file is a set of _he construction plans on the above-referenced project which has been approved by this Agency and the Department of Environmental Quality. Very truly yours, Stuart L. Cato, P.E. Staff Sanitary Engineer SLC:jrc Enc. cc: Wilsey & Ham r. I � V P. O. BOX 1116 • TUALATIN, OREGON 97062 • PHONE 538.6861 • RUSSELL WASHBURN, CHIEF January 30, 1915 City of Tigard Planning Department P.O. Box 23557 Tigard, Oregon 972213 Attention: Jick Bolen, City Planner Dear Dick: On reviewing the plat of "Terrace Trails" Subdivision, i; shows a 1500 foot dead end street. The Fire District supports the city regulation of only allowing a 500' dead -� end street because of the problems created. Before signing the approval of the drawing, we ask that the drawing show the street and paving go completely to the south property edge to connect to the future street at the south. Also to provide for turn-around for emergency vehicles in the meantime, a street width expansion to at least 40 feet be provided. If you have any further questions , feel free to call me. Yours truly, J. A. Greulich - Fire Marshal JAG:dm cc: Tigard Water District ,_ ••::,., ., -.:.:...,..t r,u.u..,.,;;.w..:.ar.-::r.,::.::-....w..�-.sf:w'el.kr rc�m5xl'�M�cAWNFirY:tYdlitbriYMWk':Yawtii '�' o..�.-.....�. V I L' CITY OF TIGARD P. O. Box 23557 12420 S. W. Main Tigard, Oregon 97223 January 27, 1975 I To Whom It tiny Concerns The property known as Terrace Trails Subdivision has presently a sewer line running through the property. This subdivision can be served by this line. It should be understood that construction of additional lines will be necessary in order to serve individual lots. Sincerely, Z---e CNick Hiebert Director of Public Services & Facilities NHtlw DEPARTMENT OF ENVIRONMENTAL QUALITY NORTHWEST REGION OFFICE 1010 N.E. COUCH STREET • PORTLAND, OREGON • 97232 0 (503) 238-8471 ROBERT W. STRAUB January 24, 1975 1.nvluru0u KESSLER R. CANNON RE(=EIVEE.) Director Unified Sewerage Agency of Washington county IAN 7 1975 r WI`AIHFRSBFF Administration Building geglon Adminighalor CITY OF TM ARD North First Avenue �ARD Hillsboro, Oregon 97123 Attention: Mr. Stuart Cato Re: WQ - Unified Sewerage Agency (Tigard) Washington County Gentlemen: We have reviewed plans for proposed construction of a sanitary sewer system that serves the Terrace Trails project which drains to the Tigard system. This project is herewith approved subject to the enclosed standard provisions. Three sets of plans submitted are being returned bearing our stamp of provisional approval. Sincerely, K.f.SSLER R. CANNON Director L. J. Weathersbee, Administrator Northwest Region AHJ/ccb Enclosures (4) cc: k City d` Tigard washii gton County stealth Department Wilsey and Ham Water Quality Divisio,., DEQ No 26 Ywo V T r l ✓ /" Co tryOng LAJ o lz A --� ^w------ _ _ �►J'si' MM.#1 ;7V�iZ r.1`.. f2" o W (� C� �i `J € "OVA L I Qe oe N LL �- 4e%N lJ S A _ D.E.Q. COPY TI Nit: ALL SPACES MUST BE ENDORSED kwy�w� sodli PRIOR TO APPROVAL OF Ti HESE PLANS PUBLIC WORKS DCPT. DATE. PLANNING DCPT. 13Y.______ DATE BUILDING DEPT. BY. DATE.__-- �� e COUNTY HEALTH DEPT. BY.__.___ ._____.. _._ DATE.___.__._ CITY ADMINISTRATOR By _ _____- DATE- -_-_- M I TIGARD WATER DIST. BY_ ______ —_-..-. DATE— --- GENERAL TELEPHONE. Q,Y7 11 �~_.� SATE L11- ,A qui A19 USA .. ..0:�, h.. Y Y� N. W. NATURAL GAS BY_ DATE__.____--- P G. E. BY-- DATE ___ _. IY O Q- O BY_ DATE... d N T. R. F. D. (J 77J_:/S pry � s- guicr Dw � �s w n d w C u err,o.-...+�..r*.,.....rr.Re..•.rrw.p.wer. � _.,., .._.u..«W.. .,:_..,, ... .. , .:._a..w+....ia . _. ..wv.c,..•.. ,w•>ti..a�wa+iaWu...il�..y��Y.kewci:uub+w�- .. -ir�nr.;E.N,7.irlwS�w:�u.rzr:<.... W11 , I4',)• & HAM Earl P Wilsey(1892-1957) 222 SOUTHWEST HARRISON, SUITE 4 • PORTLAND. OREGON 97201 Telephone(503)227-0455 • Cable''WHINT" DAVID F.EVANS Vico President RECEIVED January 10, 1975 JAN 1 :3 1975 CITY OF TIGARD Mr. Nick Hie ert Director of P blic Services and Facilities City of Tigard 12420 S.E. Main Tigard, Oregon 7 23 Re: Terrace Trail File No. 4-1 4 0301 & 4-2321-0101 Dear Nick, if \ For your information and`,\use I am listing below the estimated construction cost of the 11�rraCe Trails Subdivision. Descri� ie�tf" \ Cost 1. Streets 83, 275- 00 DcsC Njor 0jeLVbrG 2 . Storm Sewers960. 00 &iwsWXL�RS HAVE.(%MC , �C'tQUE.57&b ricili t, rNsmf- 3. Sanitary Sewers 51 800. 00 fve FIZOM EARRCL CWAI?e. 4 , Water (by Tigard Wates is ict) 25,000. 00 ESTIMATED CONSTRUCTION(COST $171, 035. 00 Construction Cost11/Lot = $3,7 . 00 If you should have any questions, please 11 me. Very truly yours, WILSEY & HAM i1r.roi arr, P.E. \ cc: Leota Fritz Fred Trueax `. EFG/sk engineering planning surveying landscape architecture mapping systema f ' � I T25 H ) VV W Ail' 7CA MAP W16.V. +6"i•Y it F.N. r-----" '.f BEG/N' RR 0%,'l C 7 . /iv57AL1. 6" TE,& y ' G '` G v' ,�i � .r �U, � /N C!/Vtt Wf G" :;DL D S L E� ✓�+ I we _SAN. 5f0Vfk EY/ST:N� G ° C•1. I SA 5 \ ! Construction Nous ' F'ROl'OSfll 1 . Notify Tigard Water District prior to commencing renvi eruct i on. �' l " • All work shat 1 bre in ncrordanc a wt. th A .W.W , A . ast.andardR , A11 work shaa. l I be inspec ted and approved by Ti arc? 0+ater Iar stri et,, ' Fire hydrant assembly r.orks i st.s of 4,1 .x Fig Tee, 6" Fig T, Fig Gate Valve, 6" Flg a Fig syrool , and Pacific Statex fire hydrant , 51" MVa 3 art 2- "1 NST hose connections, 1 , P1 a " � -p �, t� o , 4 pwspe r h Fl g ' f w connections, 11" Ps-,nf Opr Nut, open left,, col' ort red , traffic S,ONjV1 model, ws; AkL A.H. �, .:y Poured concrete thruetbi orlcs a t 1 Pay t ; nq uare fent of beearing �- ' •../ �' i surface at al I tee and bend t oi-at i ons r '56" of 114" minuas gravel, cover foe- al l Mains in streets and driveways; otherwise, 361, of Parth ceavr .r. ► , >a►t�erelly or 11vert. ically of water mains GAA9DE" 67. All sewer line1.Q 1 �,i ,� �j �,, � 7 ;\ �� Lys �,, / �; ' shall be enaased 10' from crossing with concrete h" thick. 8. Mains @hal 1 ba tested e,*-• 150 psi for 1 hour , � ►/1 IA , T lYA P 9. A. S.B,11 . bacteriological tests requs red. Q�. J2 � � ... 8 ' � 10. Ail other L)♦t. l 1 i 1.1ep w i : A be einde rgrnur-A , inrludinQ * I acetic and Tigard Water District shat i instal I al l copper~ services prior to 1 '� / 1.. b1 hcktopping of streets. Meters will be installed by the di stri ci per individual request for game . 12. Upon completion of installation, contractor shall advise Tigard i4 ) . 'l. , /' Water District of t,ata�l construction costs to which will be added,S rf9 c•P ` ' 10% for di,stri et, inspection*, water Iota, overhead, ad>mi n t. s t ra tx on: voter sampling, etc . , and 8% for engineering, including permits , 23 c� as-built" dravi� ngs, intersection teia.ns , etr. . / rN,Y'A41.� ` ,+ ,/ Cr f/ ' «i N S TA P A f N V's, Jar^ -,� A5 eo 1 n�'� �, rAiR M1a VChi AVENUE L 0 T 4P_ 14 1S 14 - I ..� -,el _, T'. ,vim c c.1. all ` _.__ [� • SAN.. 5EW&A /ISS 7A c. �a t N V 'y. f � AN 2 ,1 1975 r' P u,,, ` / '1 / -'------ .\•,/ �- iii ��'ARD CITY OF PR0P0SF0, 7 / I „ War/R \�/'`aa,�::) IY �r C. p. i SAN S F r / f I j 41* c A-5 RJF J7 i714 ,. 5rAcL „ C.1 ]�” TIGARD WATER DISTRICT M ORF C�t��o (r � � Y \ I ,.,! "' T"""' """"' "" �•�1 _ .._. .__.._.__.. _ .r__._ ___..... . r; �`�, 8841 S.W. COMMERCIAL STREET • 1 IGARD, OREGON 91223 " IMS-TALL C _rfe. [.�Mr(t C T �` . TELEPHONE (503) 639-1554 INS � LL G ' C.1. 5Gc.! TO J' 871N6 rti)/i/S?A[. IL 2G" (00i ✓G SOOT' WATER PROJECT �� c�., E�'/ 5"Y/NCS G ► C-1 ) L r y Ill,'' A-A 1 A� Y 1,C A/ I A I J 47 r4 11 HULL ►' T H E ..- . 6X/jti 'r., a (1, r /. ' n• V. Robert E. /S�an_t ee�, �P.LEr�. Administrator TERRACE dministratorTERRACE TRAxS SUB DI L / J loti ErrS711V6 rC- r. w1r.N. �� AP, r- wEiET SCdle:JF .r • . ` � .' ';. rI •";" —..._ ,. .. ti .- - • j. _ ..m Ai N.,ra. .. a r'p{f,'dl ..S-:. ,;.1 rGl9,'i41� ;p . f 1 1 l 7i , l I I 1 I ' t � _ _ NOTE : IF THIS MICROFILMED * DRAWING IS LESS CLEAR THAN THIS NOT ICG;-'-IT IS DUE TO 14 THF QUALITY OF THE ORIGINAL DRAWING. 0� 6z Bz lz 9? 92 02 Cz zz lz HOZ 61 91 L l 91 % 1 b I f I 21 11 01 6 9 L 9 S 111F z 1 s" ' ,y- �►111111�IIII�IIII�IIf1 11111111 Illt�lll Illl�llll�tlil�ltlt uulltfl Ilullllal II�INI�IIId1111�1�ItN�Nit�11!I�INI�IIII�t4r}1�14l�lill�l I�IIII�II1111111�fft�ItH� IM �� IIU�1111�1111�11l1�11111) ,�� 1 1 1 D Z 1 . 1 ,n I1J � uj cc d O 3 oa >M W o C/) z a ..J � —� cc a O O � L a� O d 0- 0) CL �.. x `I • •� 0�: LM L ■ LM c um 0 e � a� ■� V D N c N 0 ti L LL �� H1011 'M'S �q ■ '� Uih= it d . H 1911 M'S }- (on 0 I CL ♦^ 0 V J W m 1 NOTE: IF THIS M ICROF 1 LMEO �^-- 2 3 _ 4 5 6 7 _ 9 9 10 I I 12 DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 0E 62 82 12 92 S? 02 E2 22 12 02 Eil 81 LI 91 51 bl E1 21 II 01 6 8 L 9 S b c 11u111IIl�III�IIII�IIIIIn��llul�nl��IIIIIIIIIlIIII�IIII�Iill�linl� udnnli, do 111111111Ili 11111111111111111111111111IIII!llll1111 Ili l��l11111111111f►IIII�I111�1III�IIII�IIII�IIII�IIII�Illl�1111IIII1�1111�111I�IIII�IIII�IIII�IIII�IIII�lllifilll�llll�llll�1111�U11�1111�1111�1111�111, 1992 CITY 0 TIGARD � L�WELL, 11/1 DEVELOPMENT DEPOSIT FEE COMPUTATION SHEET eOJECT NAME T"E-PkACIF_- 7,4eH/4..-S PROJECT NO, ,I) PROJECT`\\�F"EE (City Ord. 69-48, Sec. 10, Por."A°): a)Tota'( estimated Improvement cost . . ... $ 18&-722 n:) b) Lose son. sewer est const cost $ AI AAjus d imptovement Cott .. $ 13� ' subtotal) 0 .019 X 0 4,�2z.�n a `.... . ... . . -7(: eu otol (2) SEWER FEE ( U. . res, 70-12,Sec.9, Por. 8"): a)ewer plan heck fee 8 inspection fee , 1) 11 0. 0 x 4�z Cor]' \ (no, of Iota) 2) -400.Q0 iwiR. O._._ �.. .. . bl Permit fee 8 oo nection Too paid. . .. .. ..... ... . . ..C3 0Sewe district ca sur a q• paid/ ......... ... ...l� dlsirict n0,le =' �ir7 Splr�`f�rgt' C�nC�ec� ray (3) STREET/LIT FE o) P0j,-7phtinq ached to no qI b) Mthly rate option .. no. �Iypeollight lumens ....... •� ._I .._ _ 4'S type of pole oM lmthl a Ino.of(ighte) x 75 (mthly rate) in 01 YY�e) - � lyre 12mth's (sub 0100 ^� 2yr 24mth'e '77 70 x 6L (subtotal) (noof etthe ( a) SIGN FEE (item i-n1toilation) (per sign) (no.of sign) STOP III. x - RF.STRiCT OCCIJPANCY ' x STREET 91" X COMB STOP/9T.NAME NO PARKING T x 11 4 ,. , x 7 = !s misc type) 7 7.7.5- RECEIPT NO , nATE PPID :39 ash C3GRAND OTAL 8 money Order C] �Ineerl 5ewar 9lreet,vrz �tl' lfan M I J ..c.,:eruuuu�N+bI6;Wig{p1[ 41aYYAi.dYalIW44111ii'bB1Y=CYC.Y'�<N19idtYCudCWiLWN,f1'y�t� 1 ! 7' A 1 ,SIA'A• & HAM Earl P.Wilsey(1892-1957) 222 SOUTHWEST HARRISON, SUITE 4 • PORTLAND, OREGON 97201 Telephone(503) 227-0455 Cable"WHINT" DAVID F.EVANS V,n Pesam�l January 7 , 1975 Mr. Nick Hiebert City of Tigard 12420 S.E. Main Tigard, Oregon 97223 RE: Terrace Trails Improvement Plans File No. 4-1624-0301 & 4-2321-0101 Gear Nick, Enclosed for your review and approval are nine (9) sets of construction drawings for the Terrace Trails subdivision. The drawings include the design of streets, sa_.:.tary sewers and storm drainage. The water system will be designed and constructed by the Tigard Water Distric— We have transmitted these plans to the district for their use in design. If you should have any questions, please do not hesitate to contact us. Very truly yours, WILSEY & HAM Errol cc: Leota J. Fritz Fred E. Trueax EFG/sk ` I If ti CITY OF TIGARD engineering planning surveying landscape archltecturc mapping • systems `1iGARD PLANNING COMMISSION Staff Report i September 3, 1974 Agenda Item 6.1 S 1-73 (Greenway Terrace) (Continued from the August 2.0, 1974, regular, meeting) Subdivision Variance For property located westerly of S, W. 115th Avenue between Fonner and Gaarde Streets. Applicants Fred Trueax, Leota J. Fritz, Al BP;an Applicants ' Request The applicants have revised their request for variances from the standards of Title 17. The applicants request approval of the following variances from the standards of Title 17: Section 17.25. 110 cul-de-sacs 1. Cul-de-sac length: variances from a maximum cul-de-sac length of 600 feet to 1500 feet. Section 17.44.040 sidewalks 1. Sidewalks adjacent curbs: variance from sidewalks required adjacent property lines to sidewalks located adjacent curbs. Staff Findings 1 . Please note the attached revised letter of justification dated August 30, 1974, describing proposed variances. Please also note the revised Greenway Terrace Preliminary Plat. 2. Please note the attached minutes of the April 17, 1973, �? Planning Commission regular meeting. At said meeting the Planning Commission acted to approve a similar plat. u 3. The staff, on September 3, 1974, contacted Mr. David Schulz of 11805 S. W. Gaarde Street and owner of tax �.r lots 3700, 3900 and 4001, on County Tax Map 2S1 3CD. Mr. Schulz ' s property is located directly south of the sub- A ject site, is proposed for further subdivision and pro- vides the only possible southerly egress from the sub- V ject subdivision. Mr. Schulz stated to staff that prior to the sewer moratorium he had considered submitting a preliminary plat for his property. However, the sewer moratorium caused him to delay filing of a preliminary plat. He stated he desires to file a preliminary plat at some future time and that when this occurs he an- ticipates a roadway through his property connecting to S. W. Gaarde Street. Such a roadway would connect to the westerly street proposed by the subject preliminary plat. i 4. Upon examination of the subject revised application for exception as compared to the .findings required by Section 17.43.020 (TMC) , the following findings can be made: o While the subject site is not ,7 particularly unusual compared to other properties similarly situated, the site does have moderately steep topography and limited alternates for access to adjacent streets. The surround- ing area is totally built up with single family houses, leaving no alternate routing for an interconnected street pattern. The only two options available involve property to the south of the subject site or involve steep topography, requiring considerable expense for a street extension. o The variances requested are necessary to preserve a substantial property right of the owner. The appli- cant states the construction of a roadway connection within the proposed subdivision would increase develop- ment costs 10% to 15% or 20% to 25%, when considering the necessary elimination of two lots for the roadway. Approximately 15 feet of fill would be needed to make a crossing of the greenway area. If a variance for the cul-de-sac length were not granted, the applicant would either significantly increase development costs or cause a large portion of property riot to be developed. o Authorization of the proposed variances are not detri- mental to the public safety nor inju.r_ous to property owners in the same vicinity. The proposed 1500 foot cul-de-sac will generate approximately 340 vehicles per day. The street and cul-de-sac will be constructed to city standards. The adjacent southerly property owner has Stated he intends to extend a roadway that would connect the subject site with S. W. Gaarde St. , thus eliminating the cul-de-sac and creating a t,mporary situation. The cul-de-sac length variance does not conform to the Tigard Community Plan which states recommended cul-de-sac length standard of 400 feet maximum. o The applicant 's proposed variances are consistent with all other provisions of Titles 17 and 18. Adequate provision has been made for adequate traffic circulation, recreation and open spaces. The applicant's proposals have been reviewed by the Tualatin Rural Fire Protection PC Staff Report - 9/3/74 - page 2 - item 6.1 R District. Staff Recommendation Approval of the applicant's revised variance request. PC Staff Report - 9/3/74 - page 3 item 6.1 �. SUBDIVISION VARIANCE 6.1 S .1-73 (Greenwood Terrace) Location: Westerly of S. W. 115th between Fonner and Gaarde Streets A. Staff Findings 1. Brooks presented the staff findings relative tc, -the I case. I B. Testimony stimon and Cross Examination e 1. Dave Evans of Wilsey and Ham Engineers testified for the applicant saying they agreed with- the findings of the staff report. C. Staff Recommendation 1. Staff recommended approval of the variance request. D. Commission Discussion and Action 1. Barkhurst moved for approval of the variance request i based upon the findings presented by staff. Nicoll r seconded and the motion passed by unanimous vote of ` ___-the Commission present. 6.2�` S 1-74, (Summerfield) Location- South of S. W. Summerfield Drive at S. W. 109th ! Avenue A. Staff Fi ings 1. Brooks p esented the staff findings relative to this case. N, B. Testimony and Cro Examination 1. Mel Erikson of 15,00 S. W. 109th asked where 109th would come into S. V. Summerfield Drive. C. Staff Recommendation Staff recommended approval the variance request. 1. PP D. Commission Discussion and Action 1. Barkhurst moved to approve the variance request based upon the findings presented by staff. Nicoll seconded and the motion passed by unanimous vote of the Commission present. Page 4 - PC Minutes - September 3, 1974 5. CONDITIONAL USE 5.1 CU 8-74 (Woodard) A request by Gerald H. Woodard to allow an'appliance repair shop as a conditional use within .a' C-3, General Commercial zone. Property is locatVt 12455 S. W. Main Street, (Tax Map 2Si 2AB, Tax2800) . A. Staff Findings 1. Brooks presented the sXff findings relative to this case. B. Testimony and Cross Ex/ration i 1. No one appeared , o discuss this item. C. Commission Discu ion and Action 1. The Planni Commission expressed concern that there was no on resent, including the applicant, to discuss is -item. They therefore felt the item should of be considered. 2. Mick 4 on moved to table the item until the appli- can ' could present his request to the Planning >> Co mission. Hartman seconded and the motion was ssed by unanimous vote of those Commission embers present. -- 6. PUBLIC HEARING - Subdivision 11 Variance 6.1 S1-73 (Greenway Terrace) 1. Location: Westerly of S. W. 115th Avenue between Fonner and Gaarde Streets A. Staff Findings 1. Brooks presented the staff findings which in- cluded a history of the previous Planning Commission approval. of the subdivision during the previous year. B. Testimony 1 . Gordon Davis of Wilsey and Ham Engineers spoke for the applicant stating the need for the requested I variances from the standards of the subdivision code. He stated that a sidewalk on one side of the street was ,justified because a pathway was provided along the greenway. The reduction of ` street right-of-way width from 40 to 50 feet was PC Minutes - August 20, 1974 - page 8 r' justified based upon the dedication of land for the greenway. C. Cross Fxamination 1. Nancy Clark, of Howard Drive, questioned Mr. Davis. She asked how many of the existing trees would be saved, the distance of homes from the creek and the price range of the homes to be lo- cated in the subdivision. 2. Davis replied that the majority of trees would be saved as they are along -the creek in the dedicated Greenway and houses would be placed at leas 50 feet from the creek. 3. Mickelson asked how the pond shown on the plat A� would be maintained. SIU ice,- 4. Davis said. that this would be City responsibility. Yv 5. Lee Fritz, one of the applicants, then spoke for the proposal end pointed out that the subdivider would not be developing a pond in the project, even though a pond is shown on the plat. In addition, she stated that the street passing through the subdivision should extend to Gaarde �) Street and the City should see that this is carried out through further subdividing. b. Fred Trueax, Mrs. Fritz 's partner, also spoke for the project. D. Staff Recommendation 1 . Staff recommended tabling of this item to allow staff to explore the issue of providing access to Gaarde Street. E. Commission Discussion and ?ction 1. Hartman moved that this ii --m be tabled for two weeks and preceeding the next meeting that the Planning Commission be provided the 1973 minutes from the previous consideration of this item. 2. Barkhurst seconded the motion , 3. Ball asked that each separate item requested for varix nce by the applicant be justified by the applicant. G . Whittaker instructed the staff to have these mater_als made available to the Planning Commission before its next meeting. PC Minutes - August 20, 1974 - page 9 i 5. The Commission then voted on Hartman's motion which passed by unanimous vote of those commission members present. 7. SUBDIVISIONS - Preliminary Plat 7.1 S 1-73 (Greenway Terrace) Location: Westerly of S. W. 115th Avenue between Fonner and Gaarde Streets. \ Item tabled to next regular Planning Commission meeting. 8. M CELLANEOUS � _ f E 8.1 iscussion of new tire warehousing in an M-4, Industria P k zone. Butler Tire and Battery has proposed new tire wa housing as a use adjacent their tire retreading plant. rInte retation necessary to determine if developer must IN, recei e conditional use approval for warehousing in an M-4 Indust ial Park zone. A. Staf\Brooexplained ion 1. this item to the Commission w tires will be stored in the proposed and this could require a separate 1 use permit. B. Testimony 1 . Lou Gilham, th architect for the project, said new , ires are pa t of the entire operation and includes recappin�, the worn out new tire casings for the Butler Tire\customers. 2. Whittaker pointed out o Mr. Gilham that the Planning Commission was der the impression, when the recapping use was pre iously discussed, that only recapped tires would stored on the site. ?. Mickelson asked if tires woul be changed on the site. Mr. Gilham said that they would no Alen speaking was Lou Fasano, attorney But Tire and Battery. Mr. Fasano stated the n , tire use would only be incidental to the primary and therefore should be permitted as specified\ by the Tigard zoning ordinance. He said recapp g is one functioning operation and the new tire warehouse is part of this complete operation. 1 PC Minutes - August 20, 1974 - page 10 TIGARD PLANNING COMMISSION Staff Report August 20, 1974 Agenda Item 6.1 S 1-73 (Greenway Terrace) Subdivision Variance For property located westerly of S. W. 115th Avenue, be- tween Fonner and Gaarde Streets Applicants Fred Trueax, Leota J. Fritz, Al Began Applicant's Request Approval of the following variances: Stiction 17.28.040 Minimum right:-of-way width -- westerly street 1. Street right-of-way width: variance from a. required. 50 foot right-of-way width to a proposed 40 foot width. 2. Cul-de-sac right-of-way width: v.jriance from a required 50 foot radius to a proposed 45 `bot width. 3. Street paving width: variance from a required 34 foot paving width to a 28 foot pav;.ng width. Section 17.44.040 Sidewalks -- westerly street 1. Sidewalks 4 feet wide where 5 foot width is required. 2. Sidewalks on one side of street when required on both sides of street. 3. Sidewalks adjacent curb where required adjacent property line. Staff Findings I . Please note the attached section of the Tigard Municipal Code relating to variances from standards of Title 17. 2. The subject preliminary plat was previously approved by the Planning Commission on April 17, 1973. Please note attached letter of approval. Because a year elapsed with no submission of a final prat, the preliminary plat is required to undergo additional review as per section 17. PO. 110 (TMC) . During the past year a variance pro- cedure was established and made part of Title 17, consequently the applicant must also meet the require- ments of this variance procedure. 3. The applicant's application for exception is attached to the staff report. 4. Upon examination of the subject application for ex- ception as com ared to the findings required by Section 17.48.020 (TMC , the following comments can be made: o Note the applicant is not requesting a variarrce from street paving width standards. o There are special circumstances or conditions affecting this property which are not unusual and peculiar to the lands or development of the project involved as compared to similarly situated lands. The subject site has moderately steep topography and encompasses a greenway area as identified in the Tigard Community Plan. o The requested variances are not necessary and the minimum required for the preservation of a sub- stantial property interest of the petitioner and the public to the degree that extraordinary hard- ship would result from strict compliance with the regulations. It is possible to construct a 34 foot paved street with sidewalks adjacent the curb. The only variance needed would be the placement of sidewalks adjacent the curb. A 50 foot right- of-way is completely feasible without severely infringing upon the proposed greenway area. Place- ment of sidewalks adjacent the curbs is the mini- mum variance required to minimize cutting and filling. The applicant has not shown how the cutting and filling would cause an extraordinary hardship. o The granting of the variances could be detri- mental to the public safety because sidewalks pro- vide a degree of safety to pedestrians and bi- cyclists by separating their movements from motor ' vehicles, thus the diminuation of sidewalks could decrease public safety. The requested variances do not conform to the Tigard Community Plan, said plan stating "Residential subdivisions will be developed with paved streets, curbs and gutters, street .lights and walkways according to c?.ty or county standards. " PC Staff Report - page 2 - August 20, 1974 - item 6. 1 o Except for the applicant 's requested variances, the proposed subdivision conforms to all other regulatory requirements of Titles 17 and 18 (TMC) and ;idequate provision has been made .for traffic circulation, recreation and open spaces. The applicant's proposal has been reviewed by the Tualatin Rural Fire Protection District. Staff Recommendation Denial of the applicant 's requested variances based upon the following: o lack of justification for proof of extraordinary hardship o The applicant 's proposal does not affirmatively meet all necessary findings defined by Section 17.48.020 (TMC) especially related to public safety and con- formance with the comprehensive plan. p PC Staff Report - page 3 - August 20, 1974 - agenda item 6.1 i d � CITY OF TIGARD P. O. Box 2.3557 12420 S. W. Main Tigard, Oregon 97223 August 12, 1974 Mr. Dave Evans Wilsey & Ham, Tnc. ?22 S. W. Harrison St. Portland, Oregon 97201 Reference: S1-'%3 (Greenway Terrace) Dear Dave: Please find enclosed that section of Tigard 's Subdivision Ordin- ance dealing with variances. Please note a $75.00 fee is required. Deadline for submission of required materials and payment of the fee is August 12th. Our department has reviewed the previously-approved plat of the Greenway Terrace subdivision and find the following items requiring variance from the required standards: f Section 17.28.040 Minimum right-of-way width -- westerly street f 1. Street right-of-way width: variance from a required 50 .foot right-of-way width to a proposed 40 foot width. 2 r Cul-de-sac right-of-way width: variance from a required 50 foot radius to a proposed 45 foot width., 3. Street paving width: variance .fro m a required 34 foot paving width to a 28 foot paving width. r Section 17.4/4 .040 Sidewalks -- westerly street 1. Sidewalks 4 feet wide where 5 foot width is required. 2. Sidewalks on one side of street when required on both sides of street. 3. Sidewalks adjacent curb where require,i adjacent property line. In addition to your "application for exception', , we would al-so like to request that you place the following required information on a revised preliminary plat: r` Dave Evans August 12, 1974 Page 2 o Indicate proposed street names. o Indicate street plug (reserve strip) at southerly terminus of westerly street. o Indicate approximate grades of streets. o Indicate how storm drainage problems will be solved. Additional considerations 'i.nclude: o Dedication of Tract "A" to the public. This is a shall parcel of .land that may best be incorporated into adjacent lots :for maintenance. o A 5 foot strip on the westerly side of S. W. 115th and adjacent the subject property .remains to be dedicated to tho public. If our department can be of .further assistance in thi; matter, please contact our offices at 639-4171- Sincerely, CITY OF TIGARD Winslow C. Brooks Planning Director Encl. cc : Fr-d Trueax 9830 View Terrace Tigard, Oregon 9'7223 D. Commission Discussion and Action 1 . Barkhurst moved that tire retreading be repealed f ,om the conditional use portion of Chapter 18.28 (TMC) . Ball seconded the motion and it passed by unanimous ~ "' vote of the commission present. 5. SUBDIVISIONS - Preliminary Plat Approval 5.1 S 1-73 (Greenway Terrace) Location: S. W. 115th south of S. W. Fonner Street A. Chairman Whittaker announced that this item was being set over to the next regular Planning Com- mission meeting so as to allow sufficient time for a required public notice relating to variances ` •from standards of the subdivision ordinance. x 6. OTHER BUSINESS __.,....._.__. 6.1 ZC 4-73 (Farmers Insurance) Study session to determine if general development plan and program information requirements have been met by the applicant as per Section 1.8.56.030 (c) , Tigard 4 �� Municipal Code. A. Staff Explanation 1. Brooks explained that the purpose of the meeting was to review applicant's submission so the Planning Commission could determine if the applicant had submitted sufficient information to make a determin- ation in this matter. Brooks reviewed the staff report stating there was soma additional information the Planning Commission might find necessary. This information was described in the staff report. B. Discussion 1. Representatives from Farmers Insurance present to discuss this item with the Planning Commission were: Bud Oringdulph and Bill Findlay, project ar7hitccts and Mike Oberhoffer from the Farmers Insurance Group. 2. Mr. Oringdulph began by providing justification for those variances from the 1tandards report by the Minutes - PC - August 6, 1974 - page 2 AGENDA TIGARD PLANNING ;OMMISSION Regular Meeting, August 6, 1974 Twality Junior High, School - Lecture Roam ,✓' 14650 S. W. 1;7th Avenue, Tigard, Oregon PUBLIC HEARING •- 7:-.30 P. Mo 1, CALL TO ORDER ROLL CALL 3, APPROVAL OF MINUTES 3, 1 Regular meeting/Jiuly 1974 3.2 Rcguler meet-JO/9 of J111y 16, 1974 4 , PUBLIC HEARING /Zon.ing Ordinance Amendment 4.1 ZOA 6-7Prcp,�sAd c rdi nance repealing that portion of Chapter 18.28, Tigard Municipal Cade, allowing tare r' treadi.na as a conditl�nal use. Staff Explanation Testimony S!taf Recommendation Comm.iss on...Dis.cua n-Aa id Action 5e SUPbIVISIONS - Preliminary plat Approval 5.1 S 1-•7:3 (Gz e•enwsy Terrace) Locations S. W. 115th south of S. W. Fonner Street Staff Findings Staff Rec ommen�is t i; n Commission DJacussic-n and .Action � 6e 01flER BUSINESS 6.1 'LC 4-73 (Farmers \n ,-i1-ance) Study session to dete mine if general development plan and program infc rma do requirements have been met by the applicant as per Se tion 1.8.56.030 (c) , Tigard Municipal Code. Wilsey acad Hsu M S.N. Harrison suits 4 Portland curter Portland, Oaregm Gentlemen t ih hss, rsaslved the x+iv "d prat as Orssaray Ttrracs Subditisioa and find it is aoMLiaass vIti the sooAitioos OUVAIatad by the YLanCommdssim. In Md Uoa to tbsse 000ditions, a street Plug will bs needed at the sod of the tsIVossry ma."-sae to Drat the wantual sstegsiou Of this street. we ars & acting submission of the figs], plat, z4aceraly, Wink Brookz Pisani Dire ator tom%f s oat rrad Trasax les MLUer a/o Osnarai H"an Tithing if "Uty 1M40 ;iheWAN Trs11 Tip►ru, Or m y'TZt3 TuaLatia, oregm frOW k`A�S Akril 24, 1973 Fred TrtiMaY Lee will or ' Wilsey and }am � `� • '/ 222 S.W. Hem'* J Portland, or*@ / GeutlAwn t At their regular mwing on April 171 1473 the Planning 00enisslon pve proUtIoary approval for the araauray Terrace Subd.ivisioa. The foll%a" a ditioas wars sty s 1. That en6iaeerle9 p1=4 and specifications shall be % proved prior to acceptance of tha MAI plat. 2. That four-foot 2iMMalhs be located aert to the curbs, to mwA&vr around clustered ma;lbo=s on block 1 00 tI* rest sid*- ,ide%al.ka are also to be placed all aloe th*, cul-de-na c. 3. That a five-foot utility easement be provided along all property lines. 4. That all lots oonforr to etWVAI*s of the K=l say. 5. That a b-Mout paved path be installed along U10 jpvwnway, with onglaeer" specifioationb tO be approved by the city staff. The lath AtaL ctMuact with 115th Avenue and both strweto iia the 41,111vi'11 ui. 6. That both streets M+ named prior to accepten,10 of the final plat. 0 40 Oreaaray i�errasa April At 1979 ft4 p 2 7. t lots 16 ,od 17 of MOW 2, and lots 1B sod 19, be rsduoad in dryth by 20 feet, the arse to be added to tea greemaw bsdtoatiao. Lot 19's W Ath mould also t* uced, as it cov qe into thf,pod. 8. tat of xim* 2 sb uA be re.•deCwwd if a444Jats vVen'lay VIM is a" avail+abla for the path systea. 9. That a •foot strwt be aoostruaW rite 40 Beet of right -my, the &Wtiaoal 10 gest bef 4 &44od to the 40dicati4n• 10. That 115th1 Aveaaa bi faproved w City standards ]prior to 09aedpa367, 11. That a 45 toot radius eul-le-sac be installed until thehea is aoa"aW with Gaards Street and that lots 17 4 blocks 1 and 2 be loft vsosnt unless that siting of sikeh buildings be appro-red by the Yl&u" staff. \ If you have any qua"IMs this asttwr, P140" do not besitate to aoataot tbia va• 8lnoara3,�►, Richard Dolan Acting DUMW g Ditro'tor' Mrs 6.' ieotion 150 (M-4 C,,00ditWMI "60`0 Add1H0 2 .11traature� �!ndi _•s _ or treats ent o� t suds s 28 J�cka' °..�_.'. - oos�etioe ir�r the rut toilet !Oa_tollRtrise wzal �ree►darf o�of fat o cad,food and Delete .eMadxine veldiss LhOZ cont ttora Tba+ hoar fnr sac on 180-1 and 380-2 Were connurrentl a. Str►ff Aen+saMA 1100 1. The s` rw ndad appmvial. b. Public dear \1. The p Ila bAac ww►s ws oped. and m orA spoke n fa of r r in o sition. 2.'\Pu is bewring was osed at 10:40 P.N. a. aloe Discusalr,n e.nd'&At0n 1. Jamie mov�ad to wp�'� the amsndarnt based an tl1R stat f f codings. . �'. se yonddKi tbs e(Ai*4 and it van pa "O' by • us vote at the 00 0 s31+klun present. V. SUBDIVISION A. OR CHMA7 CB ( r-TruMir 115th) I. Suet PwOomaeniat a. Based up�su tbs indlnde Presented in the ata" report, the staff re prelimi:w►ry approval With MDditions. r. fission Discussio Mori A^tion a. TbA 00=1esloa'e b..aal.Ya centered ar>und sev%Ml topi,s--road width, sidevalke and the oul-de-sae. b. Mr. Barkburet moved amend omdation tvo and nine. Condition 2-_That to foot sid&valk.e be Located rwxt to the curbs, to crier around clustered ma:d- boays on block 1 on the set side--sidewalks all .,long UM cul-de-sac. Condition 9--T%Wt a 34 foot street with 40 feat of right-of-way, the additional lb feet be added to the greeuway dadimtion. a. Mr. Hartman seconded the notion and it was pacsad by a 4 to 3 vote--Cmwinsioners Ball, Bwrtean and Whittaker voting no. fags B - Pr minutes - 4-17-73 d. M.F. A Oh')-at orrved t.o rte,nge ",:Mit)':n 11 to--a thrmporary a5 foot nuL-,le-sac he inst%lled, uotil t street 'ie cennected with (MATdde street and thalot 11 of block 1 and 2 be left vacant unless the hiting of suet buildings arm %pprcliwl by tbr. Plnru�tnq s Gaff. ie:mnded the move and it pgesel by a f. uMtnrw.nuas rote (f this Cnerission present. st m v*4 o grant the subdivis ion prel.Lm!inary ,ppm �ft findings and with tivhived upon the st follow :ondit,ions. Mr Lewis seconded the mott:n and it va passed by a 6 w 7 vote of the 0ommission prrsent(c:o issioner Wht+,taker rotiag no) 1. That a . .rLng PlAns, and specifications shall be apprc, prior to ac4eptotnce of the ft:caal. Dlat. 2. That four-f t s1r1;-jw..ks hr located next- to tLa c,rbs, ! m►gnder arr.,And aluatarkd mail.- b,awF on bAk. 1 on the vent side with s.Ldevalk.s aLl along VrA ul-de-sac. 3. 1bat f, five-Pm utility aaeement be prrvlds3 ,:ong all preps linea. 4. That ►11 .lots ro r+s t:;• standards of the R-T 1,3m- 5. Thirst a 6-.10,' r4vnd th be installed along the greanvr,y, v:tn enginn:rLng speclfica••Lons to be apprc.ved by the City a Tbo path sball connect With .U5tb AVOWS and i streets in the subdivision. 6. That both streets ben prior to acceptance of the ftna.i p'at. 7. That tote 16 and 17 and Lets 18 and 19, be reiucwd in depth by 20 f t, the area to be added to the greemrby dedlettion. Igoe width should also oe reduced, as it nov ®ne into the pond. 8. Lot 1 at Block 2 should be re signed if adequate greenway vidtb is not availAble or the path system. 9. That a 34 feat street vith 4o f of right-of-w,y, the additional 10 feet be added to the greenwny dedic+ativn. 10. That 11.5+h Avenue be improved to C1 standards prior to occupan^.y. 1.1. A temporary 45 foot cul-de-sac be ins++lied, until the strut is connected with 0aarde street and that lot 3.7 cf Bl.c.k 1 and 2 be left Yncnnt uratus Vbe siting ct such buildings are apprvvM toy tart Planning staff. tam 9 - PC Ninutee ,V A-Ir 71 QF _ TH_e.._..T1Okl__-UT Y _dj:MQCj_L _AL dL,PTL&'� TAk:. _ .__._w(TkUti,i_T Z.kA4E._ 79AI_�.S__ . I•v h1�.R�..b,`:; � �� 1� ,� c�. �t��r�.____�.kt.Vo_�1.!ll..S1�h ....._.G.1r. �°.ia_r_�J.��. r ,E:.�u l_1'C S �'t•.t: 11''t :"t�..�.l ;�t..l a_►�t. _ G�' .. .'S.�.�`.G.+r..7 s. J...._�.l_�_�.w'5..1�..�....� TY��._`1��1h� :� S _.�,T:�'►,.�,.�. _��y'.5._S_..__._Ss'2_!^ �t_�.r�__�_+1�4��":.5_ .�.._1�f.fr�C.1-�Y.:�.sa_►�.q_. t t.4 tA_I 1C 'a �AC.75_._'.rV►'. - C_ C4 �C-1k,0"IC"11'`' w� A � 4��. 1 J.�,y�...I I r��l -�4N j �, F. :� � C. , 1 .f �. �'�y b•h'w v,� �1 T C � �. ` G'1. I/C C7 L I I 1 C V1, Q _ h�r�1l Y1 Ii 1 F 1 ..C /-1 c;:%v c.F,h/.i s 41 � � k V I I CJ "At such time as all public improvements except sidewalks and o street trees within JW. .-aid subdivision have been completed in accordao e with the City's requirements, petitioner shall notify th. City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met, the 1 petitioner will. submit to the City a good and sufficient maintenance bondA11 form approved by the City in the sum of 4r 441 143315 to provide for correction of any defective work or mainAenance becoming apparent or arising within onelayear after final acceptance of the public improvements of said �I4'1at�" by the City"; and further that "Upon receipt of certifi.cation by the Department of Public Works that all requireme•.its have been met and n One Year Maintenance Bond, the City Coucil agrees to accept the public improvements, subject to the requirements for correction of deficiencies and 011 maintenance for a period of one year as hereinabove set forth"; and av , n\I�i7� 'I WHEREAS, the petitione- has now requested final inspection; and VA LlEA-5f S �Ic� 16rt1i...1C_-j 10 0L,4; �V_e j rc,:4, j✓C. 166t ,j , Av 4e- cw, -I,Dpis ��d �A S N H E RE L" Tl L 17 Ito, �VQI%L Iv"p-pvc 1-1 1 c iL I vl Te—V- -.Q C.C �a v--m4c Q -KQ-II -' il 4 W_C-c V- A.5 A , a, a 61 in e- 6z"14 all TAL e 00% 7% Al C"t � � oar � �� --- � � 3v • lm �a� T u �__.��.�-'___.__._...-.---- _..___-- _. �t� � ______ . p z m m c ° A w ;a41 z A i r- M r r c mi 2 Dl a � O i A rl r r+ 'n r v . T D DO O p i � V IA IM D D n Im m m m m m m m m Q : T v) •� 7 m l = z m0 n S1 D A D D D O O O d D ;o O -� � -I U - p z ° 4 h �441jjl NOTIE � �J /�v iG 1 NEfi'P t)PAWfV DEG t9'14 C Kk (. C7�,�. 19-14 e.F.a. e FILE. NO 4 +� s iG _b-42'91-{► . ON llt: /ro >.�� \` •�l"�,�'"t Jk� "4L61 '�""�O £��2 A Vq*r AS ON 11 _. , IL. N I 1 a i Z ° aO y !W W W W W W W W W W W-4 N ' (� OoCl) o n o 0 0 0 n o a V L11 u1 = d ® UJ t f _ cr > > > > > > > > > (� rn a. m la m m m m m m m m m ' Q O Cl) 0. W (7 JF1 z tl1 ` 00 _J p Q Y lild ! n W J Q ! I� Q 0 ° fJ IV Z 2 ► In IL m U 1 ,,r CITY OF TIGARD* OREGON * SUBDIVISION DEVELOPMENT PROJECT GENr.RAL INFORMATION SHEET I. PROJECT No.$ _ TERRACE TRAILS SUBDIVISION --� II. PROJECT NAMES Const. Drawingo TERRACE TRAIL.Sdateds ].R-Z-J—?a!_ - III. DRAWING (T.TLE) t � -- IV. PLAT (TITLE) I da ted t—2 West side of 115th Ave. V. SITE LOCATTONt VI. PRINCIPALS$ L.eota Fritz, Fred Trueax, & Al Began - (1) DEVELOPER: _ - - Leuta I'ritz: 18140 S.W. Sha Trail Address_- � �2 ---' Phone No. 638-455? (2) DEVELOPERS SURETY AGENCY: Phone No._-_• _ Bond No.,_..-- - - - .___--' Exp. Dater-_/ / -- Wilsey & Ham, Inc. (Errol '3arr) (3) ENGINEERt - o , State Street Lake Oswego, OR 0 << Phone No. 22 -Q459 Addrettsv 1Z�-- Leonard Cook (4) -_- City of Tigard phone No.�,______• Address- -_ (5) M AE CONTRACTOR: - Address�_�_._- Phons No. (6) CONTRAq -ORS SURETY AGENCY: _ _ ...-------------^--^- Add YP.99 �_,�•�,_-• Pht. nA No. ..,.._.— Bond No. __ __ Exp. Date— (7) SUB-CONTRACTORS:_ �---__.--___• (C) Commenced Pavinc_r. . . . .. . . .... .... . . . . . .. . .. . . . . ❑ 1) Paving inmpectPd.. . . ... . . . . . ... . .. ... .. ❑ A) Teat data filed. .. . ... . . .. . . .. .. ❑ b) Tentatively ArPertPd by City. . . . [I (D) Parking lot tentatively accepted by City.... .. E] VI. SIGNS (A) .-t name signs i.n9talled. .. . . . . . . . . .. . . . . . . B _ (H) -a°fic signs installed.. . . . . . . . . . . . . . . . . . . . .. 0 �'II . SIDEWALK: (A) Cnmmentcd Installation. . . . . . .. . .. . . . . / (B) Completed install.atioi.. .. . . . . . . . . . . . . . . . . . . . . . E3 (C) Tnepected. .... .... . .. . . . . . . .. . . . . . . . . . Er / (C) Tentatively by City. . .. . . . . . . .. . . . . . . . L VIII. STREETLIGHTING: (A) Commenced installation. . . .. . . . . . . . . . . . . .. . . . .. d_ (H) Comrletead installation. . . . . .. . . . . .. . . . . . . . . . . / (C) Inspected. .... ......... . . . . . . . . . . . . . . . . . . . . . .. (D) Tentatively accepted by City. . . . . . . . . . . . .. . . . . 1) AuthorlpAtion letter to Energise filed 1X. LANDSChPE: (A) Commenced installation. .. .. . . . . . . . . . . . . . . . . . . . ❑ (B) Comploted installation. .. . . . . . . . . . ❑ _ (C) Inspected. .... .. ...•. .. . ... . .. . . . . . . . . .. . . . . . d i (D) Tentatively accepted by City. . . . . . . . . . . . . . . . . . ❑ X. GENERAL AREA DRAINAGE: (A) Building rain drains ins,3ected.. . . . . . . . . . . . . . p (H) Culverts inspected. ... . . . . . . . . . .. ... . . . . . . . . . ❑ (C` Drainage ditches inspected. . . . . . .. . . .. . . . . .. . . ❑ (D) Tentatively accepted by City. . . . . .. . . . .. . . .. .. ❑ NOTE: PRIOR TO COMPLETION OF EAC4 CONSTRUCTION PHASE. 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BY. _.---- -_ DATE ----- �' r c rte. 1 rC 1 L �r r i s "T" CITY ADMIN15f1;,1TOR BY DATE- or ATE �r y c T Il t a l� � �/� A 1 tc A'! j .041111111 OC - - �r TIGAF?D WATER DIST. BY �- DATE.._.. -'� '�•s.__ V "� .7s �-er�ri•r!'C� t� �� 'iirly ! � v. _Y� _ �' '� •� �,� 41� %,' - C� �r.�sfoe �eve�1M eaurit �- 1 -- a j Sol C e1He 1 GENERAL TELL`PHONE BY _ DATE 1 -2-1- 2S _ u F OVIeCLAYUSA if b' � Q' BY —. MTEI=/7- /-24-7- W to r0.�19r� �� Stoe�/+�b� , \ C►N.� L . 1/ Iw Tu�O 4vOt A*/c � GAY � Tll��Kb � � Wi?I�11J I �'. Or` � 1;'T^t K.� N. W. NATJRAL t3A9 BY_ �� - _ DATE.—. _22-75 Q ✓�r•� N+rvl. 4.4t r /o �i/r fit 'STrJ. GUR6 Z" Gi1rF�a "G" AIWHALT1% c...7tJG. BY_ __ /- 1S_-'74;_ 0 �- �u"Ch RIX.a=/�r�KAti'l�. P. G. E. DATE ? � g CM �. 21'-011 G1C1.1"ep ROGYL ��FZhVE: T. R. F. D. 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