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BENAROYA SEWER SANITARY SEWER
A ® C F hi G At INS ,)goo Elu;r M-1 Ia-,?35.39 / of2k NN tOA�•s;,.�i IE 2261/9 DI,r IE s''co ,�, �: zsS w. -1ptt 1 o � CSE"IllERAL Nf)TI"'' 1. ALi_ WORK S I-'At-L BE. DOWE 1�, CON FO f WO) E vo T, c �- C ►� rrlE .E PLAk)% AtJO SF LlL�PICATiU►.'�5 WMCH �, ACCOMPlaNY THEM, AOD `;,LTH THF UNIVIEi-D SEWP,GE AGENCY' CITY OP TjGIc\IZD 1r';TY) 3 STANDAY405, ZN CASE OF CONPI-it-T•., 7-;: L► �, (�, AwD Cir'r STI OCIlARDE, SHALL_ TAKE- f-YRECZ:.L#ENCE. N 2. NO iTE 02. CHASE OF �NOr2i< 3H"U_ BE CONSIDE2E1� C()MPLE-TE UNTIL ACCEPTED R -e THE CITY OF TIGAZ-0 AND THE E-QGINEk-F2, Z r tVt! TOT' tYy,. ,l 3• ALL T2ENCH BACKFIL-L MATER I (AL.S AQD Mt7 THOOS SWILL. BL IU C0KI rOli'MP.b)CE W i FN IE 233 t l OOT 1-; I v�lA;t-LtuGTO►J :.OUL)T'r STAQUAZDs 4, ALL A00 L.tC>✓N$E: NCCFSSA2Y F02 P20Se-00710 o (�hII', L:OMPt.FTIUk1 ► OF T�,E WORk _ f �HAL.I- 1-:-E SECUf2 E(1 (�AiU PAID FO-a 9Y THF COL)TQACTOR PRIOR' TO COM MEN C WC, OF 09" L-wr I _.. ON C STRUCTIGN. P 5. THE LOCATION OF ExiSI-ING UNDE2GI,-)NDCUTIL.ITtES SHOv+/N ON THE. :-Atvs +e, F � I N 1RMATIOki ONLY 5 NOT GUA ZA1� a2 AVE , f3E 1=0 QE (PJM M E;N G! T�E' To L3 E ACCURATE. Ee. ISG CONS r'rZUCT1Ot4 THE CONTREIC-TOIZ SHAD- NOT1f=`/ ALL., PERTINENT 1 rS COMF�ANIE&s 02 AGEOGIE" WITH UNUE2GRCjU�.1G �AC;,� ITIES IN THE JOB ARE0 SO T+it4T AI.L aPnL _' P;��•.�T ` _ FACILITIES Mf> ( 13� H�,.Cur�a-�TE� < trOC A i L-0 ( I. E, r�ywE2, GAS, T�CLFPHONE , wATErZ, STORMi $ o �' rr �� ( P1_,IOR TO Ai , •cG ,,;; - ; _ 1�AUS r sAN 1 Tr ,�.. ., fZYY S EWER S, ETC. ) ,Act L.IW7 � ,E,�.:� ��- 7. ALL- PIPE SHAL.L. BE CONCRETE SEWER PIPE CGNFUQMING To ASTM► Sr--)CC . c - 14 Pur 0 ;zE r67./a oar 54 SO NN TOL- 49-1 70P � ..._.. _ r 237. !e vur I 9tGI NH TUFZS4.//_ .t g� ,bN Ta-21.41 9) __- 238.4� �►� � ":11 _a,: ,M��, lE 247. Z/ OUT \� C> ZSR 32�iu7 4l ` � y.., J. . I _ . . _ �' 2 7, / \) y�17. 4i Biu - _ -, 4 L iViAf.1NOLE' t;,CJVF RS HALL 'i L. G•.Ni:r�AL '1'CtiL=i ;iU..c t�f�l T � S!C•O t t3�r=L= A 1� - - - - - - _ ___- - usA ----- - TE7 P►CCOfZI��• OCE W I <TANt1Aki> DET-A)L.5 1' 02 CJ v A L. fill ILL L8 csP - - _.__ ___ - Z, ALL MANHOLE5 SH1�I,L, RE CON5T2UC 1N - TN QVC . �-- 305 S v:o�z D 1 ?' U1 N. W. NATURAL GAS QY pA t E UIJ`-S 11Z I-rrN a 345 10 NI iEs 4 AL•LH O Nr-i - S(Lll__ T3E� ►E'FMEi�FYY�TF4 (ZANY WIE V. �E X Q4L- C [VFWT i. S . - P. G. t. tY ___ ICS tnAT�' LILA, ) L UY —__ DA7'~ S. E--LF-VAf IONS PTOV I IDET> F02 A d E P . T. R. F. D. _ M NH L TOPS RRE AFS 20K INIATE , PILL Mt-ZM yU�E TOPS 5HA►LL MATCH Tp EXISTING G20UNi� OZ STREET SUiZF44C� 6 I �� �'k,� 4. SGC r, ee 919C*LFI�c-E-0 WITN G•24NUL-.i91Z �77ER'/NL. ACCE.I�1�9 T z N o -- - - 2 ,vcf�Es sNr�u _E o INS�.y�.vG rdv co�,vx y .ter��c wow;. A C%�7 TtiE U.5.A, z ' �GAs L'�r�E S. ACTUAL TEE LOCAT)Oos WILL 13E STAKES] IN THE rIELZ), I 1 6. RLL TRC-K)C H 131E-0U1UCti SHALL. e6 " CLASS E' I ! -' AVE, _� I , � f8>-5/ rorzelis I 2 73 7Z • STUB 00'r Q' (A I i E 4 ??;•�. ► O N SL1F1 1"= /090' j • n N r, IN o[1 CO to N n _I FrQ'� 1 s.w. o+'� ANL- , , 3 , N �. l -3 �, _._`w' iii I ��►__�—___a�t� \/ I C. I N I TY MAP c N <C -- -_- - N ,. . . ,. + .. _- � I,I y ... . _._ . _ ._ .. C• ',-- / �• o SGA. C� —t — N) Q h W y= - - � S,vv_�.. 2 O e ATE 1 c ICI O r 5 7GIB-O�/T 12 Z J as yirj s �1 �� E2 Ir +�.i , r N N - .- 6 0 1 '� �..• „oar 3 I... ... ,. IJ73 fit- AV E v► oil _. U. S. A. k; o o o? •N I s 0. WMWNGTON COUNT _ J� lu i ,�� M M r ; t -✓ t'2=w�) 13/-��- CJC/G F 2 ;at/ r' ---a. T-r; ��02 T L.A 0 0 } I f •-- I N) �► ) N o 0 240 Zco HOZ ^ "► QNn) � W - I -_-" � S " � • _ _ _. p. �N � l!► ,- _ � ,. ... t .;. _. .. L .. _ State of Oregon GSL'" ! I DEPARTMENt OF ENVIRONMENTAL QUALITY 4- t; Ar z yyr O (� O \ , ✓ -�. ' . •_... ;a, __._....._..w.wwrr. —•1}`JIMr�.w +i•w• r.. mow...... -_4 oI W N - .0.0-1 ,60 ! F F B 2 2 1973 U 1 ' -,1 161973 r U. S. A. �IVATER QUALITY CQNTRQL' WASHINGTON COUNT BnGST ' , ♦ AP P R 0 V � D 1' � " ry? V Z-30 -~ O Z A 0 I /c.L� 1 , I on - S tLp �-1`��� jn S a l .o. i . . . i `373 G 7 .,� subject to provisions in letter of same L7 i � FEB1 3 1 - r f F data. State Of r 1 .-. 5 .�j .i..dtlw NII: 1 0 e on ` DE T. T OF E V iENTAL QUALITY �� J U. S. A. 9 GS�p1t•L_ F } , F "-�1ASNINGTON COUNTY By SMART L. Ck "), 11 ' -' . . � _ •. ,.:: __ _ ._.__....._. E STAFF SANITARY ENGINF.t;Ii REFERENCE INFORMATION AND NOTES: DESIGN S . VII. 68th A V E N E SCALE . VI- reTl '-AL DAi�UNI - CITY OF rlc;nreC, .12N U SCALEvzot /=Iva` JACK A . B E NAROYA COMPANY SAN I TARY SEWER TRACED r 2L�Vi5 U f� ri r- - i ► 108 NO. EXTENSION 4. G C v - w /� _F c ,c /3-�3 i CHECKED .�� 5 itJ /-lFinril�ro�y r, �' by ✓ 1},; ` PLAN SHEET �! -- r i fs I I \\'NIS - h \10N.\W.P. :�N�It)f,l.�'I'f'`; SUB. APPA. DATE .� r'+I ri RFV. DESCRIPTION � .�✓ p `•�'?Ii r'aj� DATE tofu IA •;.:, , cu .NMfCIi( I r 1. r+�rrtr gal �1 REFER TO TRACING FOR LATEST REVISION ISSUED FOR CONSTRUCTION ON _ "� �t. �L1".�' _ TI�aARD, i�utAVIN ,11-123 - � ..- � -�9 �� PROFILE of r A B C D I I 1 I R H BE.NAF .'0YA SL,WI F: 1 CIF= " low �..y_.--_ e._ u.r_. "fPR .. a . .., .. ... .. - - :,rR,:. i .. �.►1'11r�`I�11/I�'I',II'III�IIII1iIl�`III�I�ItI�111lIIIIIl1I111iI 1111 11 'I�III�Ililll ,111111 Illllllli�rlr IIIIIIII111111111111111I1111111 IIIIIIIIIIIIIII iIIIItIIIIIIlI11- 11111111i�1111I . 1 1- �... � ,, r NOTE: IF THIS MICROFILMED 2 3 4 5 8 7 8 9 1�0 III 12 DRAWING IS LESS CLEAR THAN -- � THIS NOTICAi- IT IS DUE TO _THE QUALITY OF THE ORIGINAL DRAWING, 0E 62 92 L2 92 S2 12 E2 22 12 OZ 61 81 LI 91 SI - 1►I EI 21 II 01 6 9 L 9 S ti E 2 ISOUL b, IlluulnnluulnnL11111n11nulnl{�Inlluulnlllnlll11111►IIILIIIIII►Ililuhwlnulunluulunlnulnlllnlllnnllullullin 141111IIIIILIII ,1IIinnIla 6111�itF luluulullll:Il�IInIIU, lullllllllll�lullnu111uIIwl nuluulltulU111ltnlnlll111t�lWlun 14 1992M _• - 1 r - A ! _ Q a �• I I � s ,goof-Ivy, *1 Ix,M•3? OeA rt. IE Our ' ,r Aff 30 1k) >>!''Ga ,►C .urs l 1�� , W. 7 A v r • uta + r 1. Fall- WORK SHgLL lie D0QE IN CONFORMPI.)CE wIT-H THESE PU4VjAfu Q PE."b~'1' 1 ACCON�PAk)Y ''HEM.., A"..) WITH THE UNIFIED SEWAG6fi AGt+�i C� Y SrAN0A2D5. :LN CASE !'ti k-C(JN1=L,1C TN r,r C1J.5 A. -sI''I?'1fK O T, F t►, S. fi, Flu.. �;I'f'Y �'1'Ai.7t'1F��-s S"E.AO': Yt�' 2. NO ITEM UK PHA`�E OF WORK SHALL13E CAh►51 r:XQED COMPLETE ,TE , T,f14tit. ��'•; ' ; �`I' •~ ^1 I T-IE CITY Of TIC ARO :AND THE E►uG► NEtRp "-; : 3. AiL TRENCH BAC T01 �►.. +( •� � � � wl A. t{ I IJ G TQ fJ � MATE K F IRIA S ALD ME TH005 SHAD. 1'Z CO1.LITY STAQ0A205 4. ALL PERN11TS AUD �.E1J 5Es PjECE SSARY FtNit PQ O C-WT101.+ � O VT i � I ,. i I� I �� I r r• y�i•J�G G.�1�I l�'L.E�"I f^ N .":� 1A1'4J tiCb�. ' f� r>HAI-l. eE SEC,tjRE() AI�V PAID F02 E3Y T>IE CAS> ''ti?KCTU1i: f'! I qt T� Cf7in'I it �,r � ��): c►u�— -.. _ _ .._ _ _____ CONSTRUCTION. THE LOCATioN OF 1'T'{ &S SHOWN QN 'O*HE+ r mK s 1 c s�;,, � S I N F'OR M AT I p ONLY AI AND Gi SJ N O T G UA 2 A TEES TO Ir'3e A CCU f�tA 7>E. ��y -� AvE . S•W '0' SEFOf2E I0JMMENCIUrp CONSr2UCTION THE ('�ON7TZAC Q1. SHALL M071 1;.Y ��' 11 ri i47 T AGE ES IN i'H6 JCS �� ti � T��!1. L�� _I GOMIPAN►ES OR tJGIES WIr}1 UNDERCfZ UNG :-ACi 'r'I "'t► '11 FACIllTIcS MAY BE ACCU1Z91ITEL1( LC CF1TF-0 Ipc PCMWZ, GAS, 7"ELEPi4ONe'--II 11T' MI S'04ttVt 4 . SAN I TAZY SEWetS, ETC ) M.► I I 7 ALL PIPE SHALL QE CONCRE TE SEWER PIPE CON FOICMIN6 70 ASTM SPor , C . 14 Ef ZG7/8 T O N 3rJ . I - jAl ` 5��O M TDF '� 9pCt NH TC7Fc'aa.ii ♦ b;. 4t+ 7Ur 24.4.0 I I 267 ?s riv n� 4 - IE 2�'7. 2/ OUT v �G-;ZS� 3.t ✓vT I Q �l r I .:J�t•'ST/zGiG T/Q.t) A/OTES: 239 do lu �i �a' -,,,; 247. 31 10 0i 125 4a iti 25 -� m S' , / AL G. wI A�.1HOC,e C�Gv E R 5 ,r, H P �.1. j3 c' �A L L S`� I Itp►J � '.S Tff E L Co, -- _ — ` _.� _----t-•'v' _.._.»_—._ _..--_.._..._ ._ -- 1 j BATT —~_ _6AS c/wL ( L_---- _ _ Z ��_ CSN NO. I OSU , 02 �buAl. . 2UC (L� ACC C7 GAA�r, W ITM .. kl INET ITI„ { P 3 __ M;AWHO�ES HALL 13 CDN5T1 Zj IN R -"♦E ST'ANDA .5 1 'v ADC) I TJok, ALL MI4w HOLE; s MAc.� �IAvE ► " or 1, 4 IVSip 1-- .7 0S r S ' O.O��. __. _ � Z f3 ETJOI rI�C► ltt. ,p � ,{ `� V✓ G8 AVE • ,�, u, lj►J;7ER '71,(F 4 ALL JOIN S aINTS S:-1(-all Be SEALED `M11h•1 rtAt^- Net I T? L.E wa �i v fit . ELEVATIONS PrZOVIGED P-()(2 MANHOLE TOPS AZE RWT'WXIMATe ) Al-C. MAN40L..E M'PS ( - w --GA. ,.,�,E SHALL. MATCH TO EX 15T ,NG 'W20UN(7 O2 STI'cEET SUII: FACE ,._ I 0 •a. ,^ * `CNES SN/,14 se sl-;C*t FfCC.F/Q WirN G29.tJUL X92 4W76tWX +9CC6.r-1 , GGT 7V 2 nl ( I I v✓/VS.VxA,(;TGA' C•Gv cl7r- oc-//Jk,-C Ivv 0A/( .4.4u,') 7/a! v. S OF, 5. ACTUAL TE'E LOCATI005 wIL�- Be STAk Er -N THE r-IirL0• .• ,r I i 7rITq �. I;LL -TTZ t1uC N UR001L)G SHALL 1335 CLASS p'r J 1 Av t N S I Z72� 7.; 3 -ST,j8 OUT 1 j VI l I E 77.! W IN) N 144 — a $C•A UE I,,_ 100' N J oil -T Z ~h ANE ,._.�.....,,. ° °pan ll N N , ry %10 ,a � Cf fTYlap ,; .. olv e / 4 �IN N --.""' ' �f/l !�i I y.w 4 AvEy c 5 7 so N. 14� I -- VI. k 1• ''' '� 2U 2�0 � of a, � a � ^' �► .�,,,.� .... - . _._._._ `_ ,���': (I-) O /DUC4--w F2'&SWAY ra .-olaro.A%m O N1p inM N ►.I U to M Ip N ry p, U,L(*.O ANN I.Ln c. rV 4 t S '00 .y L V.T" i vo. ,I t IU OUIL 1, I REFERENCE INFORMATION ANI) NOTES S . W. 8 f h AVENUE NUE F.- I Z T I '_N(„ OA I U N) i I r T',iv f4 2 b � .�� -►•• ry ./Z H JACK A B E N A R O Y � COMPANY ,�1'•T�/�re,� SAN I TA ICY SEWER - ... TRACED ! 1OR No. EXTENSION .14 CHECKEDPLAN . t REV DescIl"FrION SUI,. APPIt DATE \ , 1 `' 1,N, .. w.,l•►�•tt►t I I' R Y. 1 w DATE. 410411. N w. ($01MIM INA" 1A11 Iv'1IMP11:'1• I '1 REFER TO TRACING FOR LATEST REVISION 1'I,iAJti/, uRl ntslu>, �, ISSUED FOR CONSTRUCTION ON /-/t�- 73 PROFILE , ' HE:NAI"OYA SEWER A C � E 2 F IVY— ' ; •• I11IIrI111I1�i f11�1111111111 tlll �l+ I'IIIIIIrIIIT�I�I �fll II '►1111 III�II IIIIIII Il1IIIII111Ir11 { (II�I�llllll IIIIIII"111111 1111111 1111111 T111f11 1111111 1111111I111I111 NOTE: IF IRIS MICROFILMED I --- 3 '4 5 6 7 8 — 9 _ 10 11 12 DRAWING IS LE:iS CLEAR THAN THIS NOTICE, -'TT IS DUF TO THE QUALITI OF THE ORIGINAL DRAW INf , OE 6? 82 LZ 9:' SZ bZ EZ : 2 12 OZ 61 A, LI 91 51 *1 �EI Z I I CI F 6 L 9 5 b E� 2 ^1 1111�In111111 u;l�uu nnlnn nI111U IIIIIIIIIIIIIIIlu1 nnlull Halon nnlnll 111111111 1111IIN1�111111111I111III 111 11111111 11111fF1�I1NI1111 IIIII1111IIIIIrIIIlI1111I{tlllllll 111{11{111111{INTI}1111 nnlun nnlllU IIIIIIIUIIIII 1111IIIIIIIIIItIlI111IIIIIIIIIIUIIIWIIIH JU 24 1992 CP 70 -4KCD I c�a 1 n <(r v w cD 3 ' 1 August 8, 1978 Jack A. Benaroye 5950 Sixth Avenue, South Seattle, Washington 98108 Rex Benaroye Sewer Extension (SW 68th Avenue Sewer Ext(!nRion) Gentlement In prelua� to final acceptance of said newer project, we ,ave conducted the usual T.V. inspection and have found inflow therein due to a brokwn pipe ;3.5 feet out of Mahole 617--A, toward Manhole N8). Further, between Manhole f7-A and Mahhole #7 there exits a 20 foot long 'belly' which cauves the line to stand one hP.lf full of noweve; also between Manhole 19 and Manhole "l.0 at station 146.7 front Manhole ,t9) there are some rootr intruding into Oie sewer main. If it arould be of &Aalstauce to your conttactor in underts:Rinq repair :� of sei,i defects, a film record of the inspection is available !or viewi!lg. I'loase contact Tw to set up a time and date regarding this matter. A e, repair is complete we will certify such to tbr, council and in accoru %A th the terms of the project agreement and bond, the City will assume full responsibility for the line. Very truly yours, R. L. Thompson En;ineering Tebh ki. RLTxlw �I L. Memo C� _._ �— f 'i✓.� �. ( 1 e- .17 oj rJ'�•.,,.y C''/�`'!.�LT...^•.L•l�lJ%1..�1 Cs�'C.0%?..��" ���, .._�_.*•.'�T•.. .. o`. Lu t r. f. 1 { ��c7, '..a _S (�./ .t.�:t.p ems. '7 _n � "^^.---.••. f j '"`��—" \� U K.......f r_,�."�1 I`'�.J M\'7 •Q-Io� •_•__-....._ w. .__•_._,...�..w,_..,_---�-•-._._._._...�.._.._. 1 -p-7i ^----- � -..�.......---••-• .-...�1.,��X4'!;1 .,_..��...�. .... "._...,.. Wr.rr._...... - --yW..�.•....MMY...MIYY.._Y i. ... ....... ...•..M......_...a.r....Y.i..Y..M..w..I..n.••s.M.MM.AN4i.+.n._. • IaB-T-, oet .......... .. --- �' ,,�-�•�, ' T �h G S L' _.�SJ� ,� to � �� ` p r �. �- _1. Lir. •r.i �... ��. l .•` .�_��_..... ... 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DPerson Addressed -- uplicate(yellow) to be retained:n office 3 Upon comp lh et on,Original copy and filed witto be returned to office I duplicate PM-100 City of Tigard ASPECT ION REQUEST _ for is INSPECTION TIME : ,A,sd%,P. PERMIT NO. DATE : /4 Z ZB DATE I SSUED ,IWNF'RC NAME : A<_ L - S'r fA_'1 C aIJSI-1_,._�o. ' F ST : Air U, Water[] , Vieual$"r [..a,-Z . _ ....L. . Apprc•:ed C J�BaF�r.,.aQ �. wii�iily LJ SKETCH: kv"k D QEF CF ef'owk T, V, �,,�..,,� red►.« . L-Z7-7�' --w do 16o . i INSPECTOR 'DATE rNOTE.* Attach supplemental feet data bereta� City of Tigard INSPECTION REQUEST for INSPECT'ON TIME :—/, ,/'-' PERMIT NO. : _ DATE: _ 2 /Ll /%� DATE ISSUED:..._] OWNERS NAME ; ADDRESS : CONTRACTOR :--A-/c/-),E /,e,&2 TEST' Air, ❑- , Water,2 , Visual p(, Laboratory ❑ RESULT: Approved C?/, Disapproved O , Pending p I SKETCH. G:—n �_�____ r •cA: h- "Y E ` h' �ee. 145 P _ Q 76 4 INSPECTOR DATE ICN OTE : Attach eupplementa f teef data here t— I ..J r v-,,ECDVED n /Mi (AUG 16 1973 'un Y OF TI(' RD CIT ".^�,. zrp„q .,.-• • *1 AN rd lminhic COMPANY August 15, 1973 Mr. Jim Harris W.L.McMonagle & Associates 8905 S. W. Coml Tigard, Oregon 97223 Dear Jim: The ditch along the south side of Hampton, west of 70th, has never been opened up after the sewer installation for Allstate. T* should be opened ,up so the waste water will not flood the Riviera property. e Would you please advise when this might be accomplished. Yours vyry truly, Sid Reese Manager, Executive Services Sit:jk A'- i' c.c: Bruce Morgan Nick lieibert Jack A. Benaroya Co. � � I IIft W on, Inc General ftL 60S W. Hamwnn Stroet P.O. Box 23507 Portland, Oregon 97223 / Phore TWX 910,45tr8796 • Telex: 36-0393 Cable: I.AMBWESTON Y J REVS , JACK A. BENABOYA COMPANr MORA 011[7" ANtNUO eour" •OM07T1.q. W^$"4M4T0w ���s• gcAA1 'IOO.47AN 48 r� f June 26, 1973 Nor. hick Hiebert Director of Public Services and Feeilitios City of Tigard Post Office Dox 23557 12420 S. W. Dein Tigard, Oregon 91223 r Subjeci : S. W. 69th Avenw Somw Extension Agreement dated February 20. 1973 between Jack A. gonaroya Company, the City of Tigard, i and the Unified Sewerage Agency of Washington County, Oregon y Pursuant to Paragraph (5) of the above referenced agreement, the Jack A. Benaroya Company does hereby furni::i to the City of Tigard the following sworn statement of costs incurret by the Jack A. Benaroya Company in con- nection with the construction of the above referenced sewer line and here- with submits the enclosed copies of invoices and our payment checks in verification thereof. Hased on the total costs incurred in connection wi '.-h the construction of the above referenced sewer line in the sum of $22,073.25, the Jack A. 1�enaroya Comnanj is entitled to t.e reimbursed for up to 90% of Fuch cost over the ter+ year reimbursement period set forth in the above referenced agreement in an annunt not to exceed $19.865.92. it you have any questions or require any additional moterial , we would be happy to furnish you with such other information as you may require which will provide the necessary verification of the amounts set forth in the enclosed statement. OBERT D. SANDk'1 K House Counsel ORN6RAL CONTRACTOR• . OIVEL0I8M OP COMMRRCIAL AND INDUSYRIAL NUILOINOS POR *ALM OR LIAO\ f IA STATE OF WASHINGTON ss , County of King The undersigned, Michael R. Jones, hereby deposes and says as follows: That he is the Accounting Manager of the Jack A. Benaroya Company, a Washington corporation, with principal place of business at 5950 Sixth Avenue youth, Seattle, Washington. That the Jack A. Benaroya Company has incurred costs in connection with the construction of a sewer trunk line as described in that certain agreement dated February 20, 1973, between Jack A, Benaroya Company, the City of Tigard, and the Unified Sewerage Agency of Washington County, Oregon, in the sun of $22,073.25, itemized as follows: Invoice InvoicePayment Vendor Date AmountatD eAmount Aloha Aloha Contractors, Inc. 1735 S.W. Tillaton Valley Highway Aloha, Oregon 4/5/73 $19,220.25 4/20/73 $17,298.23 Harris-McMonagle Associates 8905 S.W. Comrercial St. Tigard, Oregon 97223 2/27/73 1 ,680.OG 3/10/73 1 ,(80.00 4/5/73 1,173.00 5/10/73 1 ,173.00 ; Retainage payable to Aloha Contractors, Inc. , on acceptance Fjy the City of Tigard of the restoration work in the amount of 1,922.02 Total construction cost $22,073.25 $22,073.25 DATED at Seattle, Washington this _ day of June, 1973. JACK A. B AROMA COM Y c ae ones, ours nti gMaanager I SUBSCRIBED AND SWORN to before me this �_{�„day of June, 1973. _ taL'�i�L u'7L7'I.NL otary Public in and or'�ie--'�tat.e of Washington, residing at •r ` A. BENAROVA COMPA*4Y NA114NAi emit No. MA#IIA a►SrwO'+ON "".STM AV2. SO. 20.1.1750 SEATTLE,WASNIN0TON 12104 . law DAIE sculn PAY Vorms F w _ JACK A.RENAROVA COMPANY 8;`" ALOHA CONTRACTORS. INC 17535 S M Tulatln Valles HIghwty ®� G5(EWIrOkED-LCE Aloha. Oregon 12 SDw000 21: 1089 6 Low JACK A.UNAROYA COMPANY ' : VOUCHER N O. 1 _ AAAOL" RETAINAGE SALES TAX DISCOUNT NET AMOUNT DATE � Job 7221 code 15201 ipsoct VIED APR 2 41973 202.01 17,298.23 i 1 I ' • r MAL=am INKMA CO 0 26 ` IURRI9-VX'MOI9Aexx ABBocrAni;s �rwrw��N�:wus • . Mos a.w.cwxxa~osw=.�rrtt�xt . IWAlw.OR2MM&79M . . �« Tau►to�s MOrI AMM • April 5, 1973 Jack A. Benaroya Co. 5950 Sixth Avenue, South Seattle, Washine.1,on 98108 ' RE: Allstate Portland - Sanitary Sewer Extenston Gentlemen Enclosed i•s the final quantity tabulation and contract amount for the S.W. 68th Avenue Sanitary Sewer Extension, The surer work is complete and has been approved. Cleanup is complete ,and acceptable nowever, the City of Tigard vrill not give final approval of the ntreet restoration for 30 days. Therefore we recommend 90`� payment ($17 298.23) at this time and the retraining 10% ($1,922.02) payable upon acceptance by the City of the metoration- work. S ncorel � Jazao R. 1iarris cc: Aloha Contractors encl. 4" CC0%.4 M'r1N(T -�--- t4 n.G-Ry• Ul,XG.4�-ti t.-G Al ' ^� w rr S.W. 68th Avenue Sanitary Serer Extension F al Contract Tabulation INSTALLED CONTRACT ITFM QUA'.TITY UNIT COST TOTAL COST SCHEDULE I 0.00 - 3T50 1 - Furnish and install 8-inch concrete serer pipe including excavation and backfill 350 l.f. $4.75 8 11662.50 2 - Furnish and install manholes, complete 2 each 1100.00 800.00 3 - Furnish and install 8" X 6" concrete tees 1 each 20.00 20.00 4 - Break into existing manhole lump sum 500.00 500.00 5 - Granular pipe zone material }50 1. f. .70 245.00 6 - Granular bac%fill material 264 C .Y. 5.50 1 .452.00 TTOAL - Schedule I . . . . . . . . . . . . . . . $ 4 ,67 .50 SCHED' YE II 1 - Furn-'.sh and install 8-inch concrete sewer pipe including excavation and backfill 1 ,486 1. f. 11 .50 $ 6968?.00 c - Furnish and install manholes complete 5 each 400.00 29000.00 3 - Furnish ani install °j X G" concrete tees 8 each 20.00 160.00 ►� - Granular pine zone material. 111180 1 . f. .70 1.10110.2.0 5 -- Grnnular bac'.fill material 859 C .Y. 5.25 4 ,509.75 i 6 - Asrh. concrete street 1"n VI reEtoration 1.2 s.y . 1.2.00 1.411.00 TOTAL - Schedule II . . . . . . . . . . . . $14,540.75 Total Amount due Aloha Contractors . . . . . . . . . . . . $1;x,220.?.,; (Schedules I & II) l� JACK A. BF, NAROYA COMPANY 5950 SIXTF ENUE SO. • SEATTLE, WASHINGTON 9810 ,2061 762.4750 19.2 ++ 1211 PAY DOLLAR TO THE ORDER OF JOB NUMBER DATE CHECK NUMBER AMOUNT HA RPI S-MCMP%AG LE ASSOC 72,21 MAY 10'73 1:4329 14,17 3.00 8905 S .V. CNMMEPCIAL T I G A RD OR 97 22 3 JACK A. BEHAROYA COMPANY SEATTLE-FIRST NATIONAL BANK C0PY NO-T NT,7O Irl" C MAIN OFFICE SEATTLE.0AINIIIOTOM JACK A. BF,NAROYA COMPANYNo. 01.0870 • $950 SIXTH AVENUE SO. • SEATTLE, WASHINGTON 90108 • (2061 762.4750 19-7 1250 PAY UOI.LAf/: TO THE OROCl1 OP JO! NUMBER DATE CHECK NLWI%1 P AMOUNT HA PRI S-MCMONAGLE A SS OC 72,21 MAR 10 '73 10,870 51,690.000 8905 S , W. COMMERCIAL T I GA RD OR 97 2 2 3 JACK A. BENAgOYA COMPANY 5\!TTLE FIRST NATIONAL I'ANK CC PY N:OT Nrff)' I:', t VA1. 71►ICC �CA1T\f,NAO VINOTOM • I IIAI'RIS-'.NIC'N10NAGLE ASSOCIATES I.:'oI%V V.NA-Mt:IIVKTUH% , 8005 .14.W.COMM EICC IAL STREET � TI0AIID.01?Ek:ON 0:2.3 T•,LMI-(IONIC (603) 030-3463 Jack A. _ennroya Co . 5050 Sixth, Avenue, South Scattic , '.','a_ -ton 0'103 RE AllEtate Portland - Sanitary Se,.,.•er rxtension For jcrvices ronecred per our a reemcr.t Nate:. October 27, 1C)72 as a7.cn4r- January 23, 1973. Total °Ce :cr �t^-,e ab , ' c2,240.'JO.. / �� 7 n Pa.id 4C,o -a 4Z.? 1.1; 3 • ..Q nalanco c,ue it7..2.'��0 ems a ,b , °• c a ' Total fee for iter d E13.00 aid to Fate 202.00 J calancc due item d x,11.•''' � i TOT r•,,, 44 173.00 � iVlAL A.'1�'v.•., iLu • • • • • • • • • • • • • • • • • • • H , ►. .:GLI J LiU A--)') 1) 1973 ear ear � � March 20, 1973 Alohe Cont actors Inc. 17535 S.W. Tualatin Valley Hwy. Aloha, Oregon 97005 lentlemen: This is to advise yot, that the sanitary sewer kine known as "S. W. 68th A,.►erue. Sewer Extension", beginning approximately at S.W. -'Oth Avenue and Hampton Street (M.H. ata. u+t)G) and running to a manhole (M.H. Sta. 18+51) near the Jack A. Ro naroya Company building, has parsed the required low pressure air test ss Ppecified b) Unified Smwerage Agency resolution and o•.der No. 71-9. Thank you for your Cooperation during execution :if the test procedure. SincerA-y, Nick Hiebert Director or Public: Services & Facilities NHelw r• s w O C 9 M M���'��M1���I1II N N N 'o N O_ p f J 11 i i I • cm V �pp pp I O e h N 'N p $ O p ON n N p f O b O r.O O P7 an tl ,D r ♦ M M N N Yf M O N O O O N V J N e 0 O I I 0 1017 11, � I Y Y O h f M N < M N J 111 _ �fl Y Mf N O F 111 1,11 ' I I b , 3 0 u rS 0 0 o o o c o 0 0 p r N to f M N - d 0 O CJ d b O O JI. O CL CL 4 z 9 o 9 .I. O Y : N U : w z �r O OO O q O O O O O O h O h O I!LI s Oj u V- b h r M N N LL' f- �1 I�I IIIIIIJJ dIIIII�Yld11111111 I�IIII116111111111I lIl III 11 1111 it II 11 � I I I I l I l I � l l , l i l 1 1 1= a a LsJ V I C7 t� a O b C I O N I � •t G tD �. W i Z C: O I in z W Z z z v o U Q O 1; W U U W ~ H O n a Z O ✓� O n cr W CLW fY d w W W U O a W W Q N aL I u) o R_ U L- tu J (^ Q 2 N Q Z Z I I z z N o V W N r Q Lu H PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to �e 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. It 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 r -.termine the pressure in the probe when air passes slowly through it. Thi; is the back pressure due to ground water submergence over the end of the probe. All gauge pressures ii the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the ii.ternal air pressure is raised to 4.0 psig. �. Check exposed pipe arcs piugs for abnormal leakage by coating with a soap solution. Ii any failures are observed, bleed off air and m.:ke necessary repairs. 6. After an internal pressure of 4.0 psig is ob` 3ined, allow at least two minutes for air temperature to stabilize, adding only the amount c_` 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 :hen be compared with the time required in seconds as computed on reverse sid , of sheet. 9. List .size and length of al; portions of pipe under test in taL!e similar to one shown ot. reverse side o " sheet. 10. By use of norograph, 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 al' values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of .-;11 ': values into the space for "Time Required in Sezonds." 13. If the total of all C values is greater than one, divit'e the total -:;f 01 K values, by the total of all C values, to get tq, To m-.ke this division 0th the nomograph, use scales C and K. and read tq. � � o 0 9 M n1 M �1 N N N � i0 NL O b ♦ J l' N a N Y h Irl O �p Jon 10 Otl Obi 2 N O 4 ID O O O Ir! O aD Yf N N - O O O n V J N O I[if I I fill I I I IQ , ���� I X Q O O O O 1� Y 8 O O O O O iY1 f M N O n M N O _ s h r M N O F 3 O 0 o 0 o 0 O O O b I N n u ri u d ra rd n • M Wd o o 0 0 0 0 Q. O a oc Y O o " z = = h o p 0 o a o 0 0 0 0 P O O on O O U o W e � ������ r w n o M N o d' ( 1YLL4llJlIIW1JlI11llII I I l 1111111111 I I I I I 11111 I111LWIlIL 111111111 111111111111111111111111 y�1 i 1.It J_I I l I I I l I l I I I I I I I I I I Q J _a N- a w ObiW 3 �p cc f 7 q cv I M 4aD M�- ( coo opn O O � 1 � a o 0 z W z Z ck: W O ° WI U U 1-- O N W O N a) O I7 Q d W F Y O M I Z W W a W Iv O U cr �1 W W Q c� 1!. 2 U W s a ° a z x cn z z O 41 O H It) ?? 1 L W F PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snag fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable te:: t plugs. Brace each plug securer. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by biring or jetting, into the backfill material adjacent to the center of the pipe, and determine the presr;ure in the probe when air passes slowly through it. This i5 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 th'] y internal air pressure is raised to 4.0 psig. 5. Check expr;s,ad 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 cumputed on reverse side of sheet. 9. List size and length of all 1,ortions of pipe under test in table similar to one shown on reverse side of sheet. to By us: of nomograph, compute K and C. Use scales d and L, read K ?nd 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 al 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 Val a, to get tq. To make this division with the nomograph, use scales C and K, and read tq. n M inin o M Mf N N O f J N V I m p n 00 t MO I N O n1OmO p O 1 O M _ 0 N n n OM N N - O O O It J N v 0 RIo Tr 11 llffm'TT[I � Q8O p Y Y n n O M N G h f M N O r() d M N 0 O P o v n o o o o c o 0 0 0 O Oi a 1` u' h f M N d 0 0 O n r M N CJ ff O O O a 0 a co a 0 < � 2 � 1 ) Y 0 ■ w J « Y p QQ O O O O O O O O 13 W m h o o n u o 0 O 0 N N N incr O t � fjJIIIIIIIIII11Ii11111111Itl�LW16�hhIili1,111ihlili,l,l �y,lil)11I)lilrlrl )I I � I � IiI I it l I ) I I i F- a w � o W } W V >- t o �- ° co Z y C rn I N M t } o n, m C) U lu w f U O to ca 7 w Z J Z IX U a o v UO O W O (n to O d IY WW z a Y_ ❑ Z w w a W W, ° vi = 1n tr u w v a w 0 W i 0 z z l' a z z O o H w ~ �' ° ❑ {n b I'-- U) -- w L 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. 1. If the pipe to be tested is submerged in grour,d 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. a, Add air slowly to the portion of the pipe installation undr test until the internal air pressure is raised to w;0 psig. 5. Check exposed pipe ani 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 tA.,-o 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 tc 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 t_o 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 tes'_. 12. If the total of all C. values is less than one, enter the to'-al of all K values into the space for "T'ie Required in Seconds." ' 3. If tha total of all C values is greater than one, divid(, the total of all K values, b)' the total o,F all C values, to get tq. To mr,ke this division with the nomograph, use scales C and K, and tead tq. w MR co Pn r] M M M M N N N OLON O O J e N fD O OGO Noe O h vn- f g rrnn N O ^_� O o' - N N - O O O x U J Fill N O O �II ■ (� Y 8 0 O O O O S r. 1 n O Y7 r M N n M O n M M N .0 r) +j F U n 0 o o o O o o O O O a0 ti I n f M I N O O di m h td h f rn Q o � n CD < 0 0 .I. N Y 0 z p p O O O O O �t O A W O J OO N 10 V) O n O v O a �' �111�11I1�W1�1111�111111111�IIIIiIIII�IIIIIIIII�tllY�hh61J,�,III,IiI�hi,I,III �il,lilL ,N ,Ir lij,�, I IL I , I I i I i I � a O W n i 3 it o Q t1 N H . W a o o N I, LL Zcr w O N W ,i F- � O O z p 1 ~ O I NJ O O H Oi fn w o U) U) I o z a w w _ to d F F Y C1 z p w w n, C) W � W U c J W W Q F0 (r L) W ~ w V O O z Z N Q z 7 O W ► y F p O n V J L_J W FO }- Q yJ f] H PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball throu6b 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 prone, by boring or jetting, into the backfill material adjacent to the center of thq 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 untV 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 lir 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 secondr that is required for the internal air pressure to reach 2.5 psig. This tine 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 si.milar to one shown n reverse side of sheec. 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. cf all C values is less than one, enter the total of all K values into the spar_� tor. "Time Required in Seconds." 13. If th^_ 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 no- )graph, use scale.3 C and K, and read tq. O M M M in N N N ID O O f J Till � N 0 0 n0pp Qn 00 n n O M O 0 o M U N M0 Ib v�D Om 0 2 N O p O � tl O 1, O _ O O,N Cdd m r- nip rf M d ♦ Hf MN N - __ = O N N O If O M U J N e O O M i Y Y Q O G p ' O O vOi A M N C n N •. M N In 4 M N - - Z O F J � O O 0 0 0 O O O O O O D, m ti m n f M N U ,f! O CK m e- ,d h f M N .. d O O d O O O O x 0 a a � n � < v L! O .I. = Y F Tp = • L` Ir Q w S J O Qf O 1D N d O N N n O cr (Ill�llll�llll�llllilllllllll�lllllllll�lllllllll��ldj� I�i�jlLf,l,l J a 0 W I _ N 1 it �J U N Q c m � m z `�� r o O N ` U O [1' CO w V O fn UJ z Z O 0 U a O CY � W U W l'- 0 N W O U) O z N O W w .1 _ w a WW U O J w W Q v7 cn 2 U W J O O z a z z z W I O H N O 47 � � W of � F- 1 W N PROCEDURE F"A CONDUCTING ACCEPTANCE 'PEST 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, in.sort a pipe probe, by boring or jetting, into the back.fill material adjacent to the center of the lA pe, 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 b)• this amount. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. ,heck exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 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. AfteL the two minute period, disconnect air supply. H. When pressure decreAses to 3.5 psig, start stopwatch. Dr.termin.e 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 compULA 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 val-ies is less than one, enter the total of all K values Into the space for "Time Renuired 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 tomograph, use scales C and K, and read t.q. p rn 1n fn W) N N N ID in o 10 r J u 1If?1111111 T III N c o h O h 0 pp Q 1n Op n O 1q w Om 0 in a ~ O O�p1 m ^ f f M N N O M O N N _ p O 0 U J N v U 0 ■ Y O0 O O o p IL Y h v7 8 m N O f M N In d rr N O O pi F ° o 0 0 0 0 0 p u n o m 0 06 m ti td n f M N _ cj p b N d d ci o o v 0 d ° (0 n p -9 ° 2 o .1. O o Y z z f O 0 O O O O O d W m o 0 o 0 a n 0 0 o /y� O I' h N °N _ O \L • ■IIIIIIIIIIIIIIIIII.�r lllll111 VIII IIII II VIII III I IIIwtil1111111111 I Ilillll I I I I I 1 1 4 � I I I I I I I I I I � I I I I I 1 I I I y�1 1h cr c O W In w M I S q07 �, i 1, (1 m n ' H i�17 2 I- U NJ O cc U Q U n U O W 0 W cr w w z a a ►- h Y — •n w W °L w O O a U Q' wW Q V1 J U h W Q W U O O I z x I- Q z r. 0 W O h N h U D O pj w LJ c cn _ w o O� 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 i 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 tFirough 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 int�ri:al. pressure of 4.0 psig is obtai*iec,, allow at least two minutes for air temperFtury to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute perio6, 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. 0. 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 ani? 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 Cifor 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 iL greater than one, divide .he total of all K values, by the total of all C values, to get tq. To make this divisio,i with the nomograph, use scales C and K, and read tq. 0 � 1p IIAp 1�''�''AI} MI N I11'�1N�'1'}�1 I�I'I}1N • tl1 N Q • + J gggQQQI P1,1111 111,19 If7,TT ' I , I • pQ QQ n o♦ p�• M V p 41 t0 O AO• S" W f� O • V J N 7 O O I Y o Q L Y C h A N M3 ♦ A Q sj rl N - U O O O 10 O O O O d O 1 A N Axxl Q d' N 'd •! a d -0 m O d d d cS d o r � t IL r t < O Y O sS O W £ Q o $ o c o 0 J bi 0 N 0 M N N rf O a H J �IIIIIIIIIIWIIIII�IIIIIIIII�IIIIIIIII�Illlllll!�tl�li�ld�l�hl�W,111�61� �I1���I�III�I���I�LI,I���l� �� l � l � � II � I ��� �J Y w � Q W � IW 4 a } O c Pf) hi z p t V O } O m o W p inl W 2 =Z FO I N O o L v W H W H O I N W rn a z � o W W rc_ o °' W IL J WW % W m a J O O Z 2 _� N Q }' Z p W I O ►- N o W \\ N 4 IN , q ''r -r?r,,oN_rbc, yod r—Fz r w // Z I t�►�.►GrM�w. ` I I'—G�11 �I- / 7.7 AL rip i"Ii ICJti�i 4w c�+�t: r.c. .49160 o ! 2b4.o'�`,�- Pere �.wrrr tti�• �141 1�✓IN�i c AVI • f � ' ' � ( _.-.._ -' �•+'1�1�'I�+-�K l.,r�ISS. � , .4•' GRo9.F+EG7 1�Car•.K• ''Ff1� ``w' / • - _ _._._ ._ I / rf NLo f C:EFTW �'S•1-�\/Ls c' 1 � �r i / . / i / •-.-..� S.f'�'1 N KLA R 4�•I N/�. 7Qt�' ' "--" _.. —•.�• � N� � I ry 29441 '� t i .}'�.C� / Aw►r� t-1 N�• � I r i i �`i'I.!�r f � �i 10 -� Ek I-il N 4 CX-W _,-/ Xt I � • i /, / ,: �l /� �` ����. ._._.___�_. � � ! — l\ / �° I •1�1.oo 297 qE„ sem'--'G c-W._I ' mac I+.. !th G.• -�=*i� "Tlc ' � '� �1 I � I , �� - n4->�s V�N'1,s; � _,..___ _-.•...c p�,lfs L2 ' +• 1 � IL - ?j',3 l I ` ' I � ,-') r' ,'...�rF" �cvu►r. c:,tl� �,, 11 � b � ....__ ___ � � ' I � 4- 544CIF;110N7 �� J,/ �� �'10�2+1-vY \�� -• �,�C + SCI /' f .M■ / 1 � � _01 / / ( I / 1 j� ' '> r�� j ,+,;�g1?6r.. .� '�'`r��GFz1}�ii•Ik?tJ'.-•MQC�GI� __ _r.._. " ! � / � f�y'f"rNb Wpi•KYta�1 I ��___ y�.._ t•\ .' I i 4-1 r . 'S.I'}VN K. 6-1 N R• i.�N R-A1J � -I` I � 'I�`iY �•1Nl!�p -+291.0 � ��- ,�1q�Z't'�- ,�' + �,, � - i ExrS.T- 'r'�r••�FJ1'•1vr� = • I 4''a1'�'S. 1••�N i '- rsk lq.-r. as 71 ". Ave ou a N .I ^'__ -- ) �__.._-- ---- ��. _ _ , _..._�._-..._.—..»-. � ,. _ rw j,,,. .._.. _._..._......_.-_ �...r.w—ter�.M r-- ._. .++rr..�..•._-. I I • I ' , 1 1 1 i S ROOF / SITE PLAN � r � 0 MONTH Ilan ♦o LEGAL 0MOCI11PT10N 12 -n4K0 •33 a'Nr;-1 -N W i;;-C4Ti4 13 PMIMM'T :P" "M'%- I ( , - f-Nt� 34 C�'I-C•t=•K 24i W��i'T' �+KT'l-�t'�V HEI�"T�► S.11!'SYaIVI�' - ' EIENAROYA SEl"JI .F; -r►�►-r- R�ICTIc�'r� ��F �.�.w. Gsf-rr �v�r�'.;� W�+Ic+-� Wlr_.�- INur -tv ''� C:I F" '7�1� �'a/P5 t-'i�;;rG��C�LJ C"1�Gr"'�F�'h" t1 ffi.�r� `ilk E V�-TIl,1� "T'b•r t�•�is- ' ©'� ��,�,�r,�.,rl/,a,w+••..,•.II��+warm�M.�"Mv�s�wu.,.ww•�e.....u.rr.+.""�"'`----�.+.•-•._.._._,■,,,.,, ,w„ -oft _ .... ,..+. ..off. -..•wah• .. . .. _ ys.►-..yp v=r:. ''aAW4....:. . 1 _ of7T�.se ��� - - w...,yMpxwn.yn•�wllp. _ 40 Llil�l�lll�f7l��Illil��lt�l`�t,1le'�� It+ ii�t/t��i���l1 �t11 ( tllll�ilrlt� I�ItIII IItIIIIIIIrIr��IIItI1ltliltlrlt1tltlti�Illtliltl�lllll�I�I�ItIiI111��1tIiI111III1111�1i�ilillit. I.,µ r �� r 12 NOTE: IF TH` , MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICk; TT IS DUE TO IME QUALITY OF THE ORIGINAL ------ "'DRAW ING. oe 62 ez LZ 92 %z trz EZ zz IZ 02 61 81 LI 91 51 b l E I 21 11 Olt -.6�--•-,-' 9 L 9 s ,+ 0 c z t��•1� 111111111111111un1unlunlnnlnu111141lnuutln11111u1u1�1u11lnulnuls�nIIIIIInulnII61ollntllttt111�111t1'III III tthulllltiNl 'UlIIIII III 1ttilh11111111111111!llllltllllllllll`Illdw�h�Jill ul111111lllttrllhitthw�►IW�ull�lll�uUUIIl11111t111nil�uulllt► r .r JUNE _ _ _ 24 1992 sww.o.•... '•. _ .�..---•�_....,. ".�.••-. .�..� 11P.. 0. ... .....,..... c... ..:.. �A�IF.. „ _ ..._ 1 ,�.,,,k,�F�, , __,_ •, _._ _ ... � .r• - _ - - - -- N.-. - PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clear, p' a to be tested by propelling snug fitting inflated rubber hall through the pipe with water. 2. Plug all pipe oialets with suitable test plugs. Brace each plug securel) . 3. If the pipe to be tested is subm,"ved in ground water, in ert a pipe probe. kf by boring or jetting, into the bacill .,aterinl. a(,jacent 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 subm9rgence over the end of the probe. All gauge pressures in the test should be increaeed 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 pluvs for abnormal leakage by coati.ag with a sosp solution. If any failures are observed, bleed off air end make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow a� 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 ar computed on reverse side of sheet. ,ist 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 shee`. 11 . Add all values of K and all values of C for pipe under test. 11. If the total of all C values is less than one, enter the total of all K values tnto the space for "Time Required in Seconds." i3. If the total of all C values is gr-ater than one, divide the total of all K values, by the total of all C values, to get tq. To make this divisio►i with the norrigroph, use scales C and K, and read tq. ONE march 14, 1973 M". Kenneth D. Long, Architect Jack A. Benaroya Company 5950 Sixth Avenue, South Seattle, Washington 98108 Re: SW 69th Avenue Sewer C.xtension Dear Ken: I failed to inform you on how to submit your paymentaof $2,803. 00 for the b8th Avenue sewer, for which I hope you will accept my apology. Due to our budget process and the corm of the previous xgreemsn�s on the ex'.sting sewer line, it is necessary for ;rou to submit your payment in the following manner : 1 ; A check payable -o Marian E. Whrdin, J. W. Wardin, Illa J. Wardin, and (;. F. Wardin in the an,cunr- of $53. 12. 2 ) A check payable to Rex M. Ligler and 'Lella S. Zigler in the amount of $53„ 12. i 3) A check payable to Lamb Aesto-1 Inc. in the amount of $106. 25. 4) A :heck payable to the City of 'Tigard for $2, 595.51. 1 am enclosing your previously submitted check of $2, 80b.00 for your diaposal. Kon, I feel bad about this and apologize again for the inconvenience. If you have aa,7 questions, pleeas feel free to contact me. Sincerely, Nic;• Eliebert Dirmetor of Public Services & Facilities NH: lw Enclosure 1 Mir MKMMUILIIIIIIKK�� UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING-- 150 N. FIRST AVENUE HILLSBORO, OREGON 7123 BOARD OF DIRECTORS (503) 618-8621 DANIEL O. POTTER ELDON HOOT, Chairman General Manager VIRGINIA DAGG Room 302 WILLIAM MASTERS ROD ROTH BURTON C. WILSON, 1R. March 9, 1973 �`�� �+ �riyR:e? City of Tigard Cqy, P. 0. Box 23557 Qui Tigard, Oregon 9i223 Gentlemen: RE: S.W. 68TH AVENUE SANITARY SEWER EXTENSION Enclosed for your file is a set of the contruction plans on the above referenced project which has been approved by this Agency and the Department of Environ- mental Quality. Very truly yours, DANIEL O. POTTER, General Manager Stuart L. Cato, P.E. Staff Sanitary Engineur SLC j'-d Enc. 1, -11 UNIF_LD SEWERAGE AC. -11"'INCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 BOARD OF DIRECTORS 1503 648-8621 DANIEL 0. POTTER VIRGINIA DAGG N HOOT, Cholrman General Manager VIRGINIA WILLIAM MASTERS Room 302 ROD ROTH BURTON C. WILSON, 1R. March 2, 1973 Nick Riebert City of Tigard P. 0. Box 23557 Tigard, Oregon 97223 Dear Nick: RE: SOU111WEST 68TH AVENUE SANITARY SEWER EXTENSION I am serding herewith three sets of plans for the S.W. 6FLt, A✓enue sewer project. Two of the sets of plans have been approve( by the Agency and DEQ. The third set has only been appru,,ec' by the Agency. Would you please approve the two sets with the DEQ approve l and return one set to me and send the other to the engineer. Upon receipt of the approved plans from you, I will then send ycu a third copy of approved plans for yoar fila„ This should leave yourself, the engineer and the Agency all ,,,ith a set of plans with the required approval stamp. During previous telephone conversations we have agreed that the Agency would receive the plan review fee for this project. Since that time, I have had additional discussions with tete Staff and we feel it wol.ld be better to handle this project as if it were within the city limits. This would leave you with the responsibility of collecting all fees and insuring that all bonds, insurance and construction agreements were completed. These agreements would be between the City and the contractor and/or developer doing the project. If this is agreeable to you, would you please sign and return a cony of this letter. If you have any questions please feel free to contact me. Very truly %ours, DANIEL 0. POTTER, Ceneral Manager Stuart L. Cato, P. E. Staff Sanitary Engineer Ni-1, 11 ert SLC:vr r Encs. S ( 00 ro r-vre 1-1.A .4PPROVEmj) �y FEB 1 ,-1 1973 FEB 14 IJ13 AM= SEVJ i; "- AGENCI. U. S. A. JtLl�,� 61 - WASHINGTON COUNTY STUART L. CAl't,-�, x' . STAT F SANITARY ENWNELH S W. 68th AVENUE S`" ../G .�KJ.C�1. i • v ANY SAN I TARY SEWER IJOBNO.f'61 EXTENSION 5 PLAN SHEET 8� PROF , L E OF f H � � w March 1, 1973 Jack A. Senaroya Co. 5950 Guth Avenue, South Seattle, washington )`+loR Attn: Ken Long Re : Allstate-Portland Sewer Agreement Dear Mr. Long: !�nulosed is an executed hewer agreement as approved by the City of 'ri.gard and the Unified Sewerage Agency. If I may supply farther information regarding this mattes , please feel free to contact me. tincerely, Doris ijartiy Cit-,, Recorder W s lw IIARRI'--:ICMON-AGr,r ASSOCIATES CNGIv r..rk"-R RYNTO % 8005 SM.COMMERCIAL,STREET' TIUARII.ORk;I.:U-I 97223 T•CLtPBOtrE (EA3) 639-9453 27 1 Jac'; A. -ner_arc-.Fa Co . 3ixt Avcnitc , South Seattle '"aoLi r~to: ^2103 RE: Allstate Por-la::d - Saritnr;; Se:^cr rxten cion Services ren-2crec incltt'e en� aeci-n prcpa^atio : of contract documonta, coor�inatfcn 1oca1 �o:•cr:_.-c::t a:., tc c-^a: is a::d location servo i-a3. Per our dal-.e-1 CC oe^ 27 1972 a� I amcn_:c:: Janv.ar;; 2j, 1973, r ;; of item alb c . . . . . . . . . . . . . . . . w1,47u .00 35.E of i t m' d 0 . . . . . 202.00 TOTAL ;'.IC'J::T DUE ., sl )r80.00 s, February 19, 1973 Daniel Potter Unified Sewerage Agency 326 N. E. Lincoln Street Hillsboro, Oregon 97123 Re: Jack A. Benaroya Company Allstate Insurance Building Dear Mr. Potter- Enclosed is exp•zuted sewer agenement to be presented to the Board of County Commiss '.oners for approval. It is my understanding, Jim fi3rris, of W. L. K:Monagle 6 Associates has previously discussed this agreement with you. However, if further information is required regarding this matter, please contact me. Sin(--erely, Tor. iq Hartiq Cit;' R— .Drder DHS Enclosures - 3 hncr--Dqurlmew CorrespnnJeart Date Pol ru:fry 15, 1973 Board of Directors Unified Sewerage Agency From Daniel 0. potter, General Manager Unified Sewerage Agency Suhjcct Agreement to provide sanitary sewer service to property outside city limits of Tigard (Jack A. Benaroya Company) The Agency has received a proposed agreement from the City of Tigard which could provide sewer service throurh the Tigard system to an office complex Owned by the Jack A. Benaroya Company. "lie agreement between the City and this party is necessary because the Iroperty is not in the city limits of Tigard. The basic requirements of file agreement are as follows: 1. The ongoing connection charge will be applicable. 2. The connection will be subject to the rules and regulations of the Agency. 3. The property owner's consent to annexation to Tigard. 4. A $0.35 surcharge per month per unit will be paid in addition to r the ongoing monthly service charge. This is applied in lieu of city property taxes that the property is not subjected to by being out of the city limits. In order for the Benaroya Company to receive the service, it will be necessary for them to construct a trunk sewer line from the existing city sewer system to their property. Because of this necessity, the agreement also contains a reimbursement clause that will allow the Benaroya Company to be reimbursed up to 90% of t',eir costs of-construction of the trunk sewer. This will be accomplished by charging a double connection charge to any property desiring to make a direct connection to the trunk sewer with 50% of the total charge then being reimbursed to the Benaruya Company. The effective period for reimbursement is 10 years or when 90% of cost is paid back. This procedure a Is in keeping with the policy developed under the Financial Plan of the Unified Sewerage Agency. With the exception of the reimbursement clause, this is a very straightforward ! agreement and is in accord with the Agency's contract with Tigard and with previous agreements for service outside the City. It is the recommendation of the Staff that your Commission approve this agreement. espectfu l'submitted, f Q 711'p110'.-D 1°.'.'..I L''S'f f I C:1UNTY R' I30.'\A0 til' us/} FAINLITIi 0110.711 iY ./.� 3,57 .....,,,., DOP:vr DATE IIY t,.....��t.�1 . W.0 S \, 1 S el ✓!pro r h -t THIS AGREEMPUT, Made thisday of �� _—� 197 betwA-en JACK A. BEVARUYA COMPANY, a Washington corporation, hr!rein- after termed "Owner", the CITY OF TIGARO, ,e municipality of the State of Oregon, hereinafter termed "City", and the UNIFIED SENERAGS AGLNCY oy WASHINGTON COCCiTY, ORCG011, horeinAf.ter tern--d "Agoncy", W I T K S g S S T H t WHEMAS, the Owner desires to construct a newer trunk line at Owner's expense, extending from the present northerlymost terminus of an existing City-owned sewer trunk line from the manhole at S.W. 70th Avenue and HAe-pton Stroat, thence easterly to S.W. 60th Avenue and thence North in S.W. 68th Avenue to S.W. Franklin Street_, thence easterly on S.W. Frmnklin Street to 9-W, 67th Avenue as described on the Attached sheet head "D?SCRIPTI07", denoted oxhibit "A", and by this reference made a part horeoft and WHEREAS, the Owner has applied to the City to approve con- struction of said line and to permit connection thereof to the City's line at the said manhole At S.W. 70th Avenue and Hampton Street, and the Owner has further applied to the Agency for sewage disposal services, and the City and the Agency subject to the mgreerrrnts and provisions hereof are willing to grant to the Owner the privileges And uses as hereinafter set forth, SLM, THEPEFORR, in consideration of the foregoing premise-,, the agreerrran'_s herein contained, the payn+^nts to be made by owner to the City and the Agency pursuant to the terms hereof, and the mutual benefits to be derived by the parties, the Ownfar, the City and the Agency agree As follwr+s (1) The Owner may. upon approval by the City mine the Agoncy of plans and specifications prepared by Owner, proceed with the con- atruction of amid sewer trunk line from the present terminus at S.W. 70th Avenue and Hampton Street, easterly to S.M. 68th Avenue, thence ti. r northerly in S.M. 60th Avenue to S.W. Franklin Street, thence easterly to S.W. 67th Avenue, to the owner's premises as described on the at- tArhod Exhibit "A", all at Owner's expense and cost except as herein othPn+ise provided. (2) The owner shall pay or cause to be paid to the City as Agent for the Agency, all connection charges as prescribed 'ry rate ordors of the by ,:7y. In addition, the owner shall beer the cost of connecting Owner's premises to the sewer trunk line as extended, and no connection shall be made until application therefor has been tiled and approved, the connection charges paid, and all work and mrreriAls involved in the sewer service connection shall have been innpertPd and Approved by the City and/or the Agency. (3) The rights of the owner hereunder arm subject to the -wor r-hargen, terms and provisions of pre-existing contracts as deprribed nn the attached SCHEDULE "B" by reference made a part hereof, And, in addition to all other charges herein, the owner shall pay the qurchargem set forth on said SCHEDULE "B". (4) Title to, and ownership of, said trunk line, upon com- pletion of ronstructi.on thereof pursuant to the terms hereof, shell vnpt in the City, and the City shall thereafter have full jurisdic- tion thereover in All respects to the same extent as the City exer- cine" juriedirtion over any other sewer line within its system. (5) The City and the Agency agree to require payment by any ,iwnor or Aver of premises whose lands abut upon or are to be served l,y the sewer trunk line herein described, within the boundaries of the nrea inlinonted on the attached plat marked EXHIBIT "C" and by reference mate a part hereof, who shall apply to the City for con- nection of said premises to said line, in addition to all other con- nection charges, a sum equal to 100% _ er cent of much other -2- i `r R 3 F ronn,.ction charges, and raid amount shall be paid by such applicant prior to being issued a permit for each such connectiotl, and the suss thus collected As and when received by the City shall be paid over to the owner, or pursuant to Owner's direction, in partial reim- 1,ur4ement of Cn+ner's costs in construction of said sewer line. Owner shall furnish to the City upon completion of con- 4trurtion, a sworn itemised statement of the costs incurred in ron- nertion with construction of said sewer line and the City shall be entitled to examine the records of the Owner with respect to said costs and to verify the amount th-reof, owner ghAll not be entitled to reimbursement for any ex- tension of said sewer line or any connection of property to siieh ex- t,,n-ion, and the Owner's reimbursement shall be limitero, to direct connections with the sewer line constructed by Owner hereunder, ReimburgPme-nt hereunder shall be limited to a period of ten (10) years And shall not exceed ninety (90%) per cent of the total r*,st i.ncurred by the Owner in constructing said line. At the expira- tion of 10 years or at such time as the reimbursement has been Accom- flinhed in Accordance herewith, the Owner's rights to reimbsirr;ement h,,TP,m(lPr shAll be of no further force and effect. (6) rt is an express condition of this agreement that at the city's option, 0,rner'a lands or any other lands served by said trunk line fair which sewerservice is made available hereunder, may be Annexed to the City as and when said lands are or become contiguous to the City's boundaries as now estt,blished or hereafter extendeci by annexation, and execution of this agreement by the Ownor shall —matitute consent to the annexation of the above described lands, And such consent shall run with the land and bind the Owner, its successor+ and Asaigns, (7) To the extent Authorited by law, any sewer connection or -3- ow 1 cnrvice Charge hereinabove required to be paid with respect to prem- il;om sawed under the terms of thin agreement, which charge is not Amid when due, shall thereupon becowe a lien upon such premises until paid. Said lien right shall be in addition to, and not in lieu of, nny other remedy provided by law. An executed copy of this agreement, containing s description of the lands to be serviced hisreby, mhall he recorded in the Mortgage Records of Washington County, oregon, with the intent and purpose that notice of the City's lion rights for sewer connection and service charges will be given to All purchasers ani users of portions of said lands. If and whin the premises are annexed to the City, this provision for lien !shall torminate. (a) The City shall not be responsible or liable for disrup- tion or tA.aporary discontinuance of sewage disposal dervices here- under due to flood, earthquake, or other act of God, or other causes hoyond the governor-ntal control of the City. (y) Bach of the parties hereto shall he bound only as to those provisions hereof at to which such party may lawfully assent. -4- mss. l IN WITNESS WHEREOF, this instrumont has been executed in triplicate pursuant to resolutions heretofore dul, adopted by each of th, parties signatory hereto, CITY OF TIGARD, OREGON UNIFIED SGWERAGN AGENCY OF WASHINGTON COURV, OREGON Byt — - Mayor Byt _ Chairman, Board of County ©y, _ Comeissinners of Washington Recorder County, as golperning body of Unified Sewerage Agency JACK A. BENAROYA COMPANY By , President By Secretary STAT'& OF WASHINGTON ) ae• Cni my of Pervonally appeared and who, beink, duly sworn, did say that they are the President and Secretary respectively of JACK A. BENAROYA COMPANY, the within named tiorporation, and that the foregoing instrument was executed in behalf of said cozporation by authority of its Board of Directerst and each of said officers arknnwledged said instrument to be its voluntary act %nd deed. Before met Notary Public for Washington My Commission expires s -S- 4 EXHIBIT "A" That portion of land in 'Section 1, Tawnphip 2 South, Range 1 went, Willn:rtte Meridian, Washington County, Orecron, being nrnre particularly described as follows: bots 9 through 36 of Block 24 of West Portland Heights, a duly recorded plat in said County. � � f ZMIBIT "8" Connection Fee $ 2,125.00 Surcharge (when applicable) —425.00 Lot Fee (Minimum $100.00 (when applicable) 223.00 Inspection Fee ____3 go Permit Fee (when applicable) Plan Check Fee (when applicable) TCYCAL S�..S1U32-`x? - Notes All exten?ions of sewer collector lines must be approved by U. Q.A. , the City of Tigard and D.E.Q. prior to r_onntruction. it %hall be further understood that no construction shall prior to, and approval of, the City of Tigard. r) 1 44tA 0"$0 4 �i ss xt ss All orewo.4000 rz A M i'•,Sao -- - -- �� ___ � tv V •39 3 B 3-7 8ani 3ev .`r E.Y. .,:on 3ert', Area it 1pr'� S, R 1 T 'uM.. .il, 22,23 ?h,2'?,2 ;,an^1 2r• ?' ..c'•� 3 ,33 9n 3 ^y 7!: c r`land flet ;ttc a nrton "'] .ty Cr,"r. HAI , ` •�_ is\.:1N1:Y.Ilr-.r 1'IIv Y4.1/!1 Nt�:�3 t:.1\'.('�/\1?I 1:12�'1.\1,!x•1'1:1:1:'1• (503) 4CM-345a 7f n I r. I• Al i.. ,�.. J.Ivt. ....t �.r S .•t a.:ll U wa'._..J u h `.._ ,,^......�yi�.~.�•. !''."1'•; 1 •_ • J.l JIA.li•,...1-^ ;J•�•�I(11• 4 .. �� 1 •• • .. • 17 ' ._. . . ...:._ ,.. car„,��.r_;,_�•'� c. ; •:c_•-,.,�, i ' nil•: l� 'i: ."1^.'..,til. ,.�..;_ •: `. 1' a:, ,(, ' +n.! �•' �� 02'•t ..! !" i. 7y /' !^' r^� OC r . J .- C 1'' v:�. _ ✓.�.'�.�. ..I_ co nc. pµo � 19� � • YI� J CITY OF TIGr:,D, OREGON SEWER EXTENSION DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROJECT No. : II. PROJECT NAME: BENAROYA SEWER EXTENSION _ JACK A. BENAROYA COMPANY III. DRAWING (TITLE) : S.W. iYTH SAN. SEWER EXT. PIAN dated:_I V3/^j3 IV PLAT (TITLE) . dated: V. SITE LOCATION: SOUTHWEST bBTH AVE., WASHINGTON COUNTY VI. PRINCIPALS: (1) DEVELOPER: (x111-State Insurance c.,.) Jack A. Benaruya Address_ _ Phone No.-- ( (7) DEVELOPERS SURETY AGENCY:__ Address ` , Phone No._ Bcnd No. Exp. Date_! %2) ENGINEERS: Harris - McMunigle AssuciateG 9">> S.W. Commerc al Street - -- Addrea.r, Tigaru, Ox 9722S Phone No.�____ (4) INSPECTOR: Address Phone No. (5) PRIME CONTRACTOR. Aluha Cuntractore, Inc. i S.W. Tualatin Va ey Hwy. Addresq Aloha, OR 970U5 Phone (6) CONTRACTORS SURETY AGENCY: Address _ _ Phone Bond No. Exp. Date_ ^_ (7) SUB-CONTRACTORS: • Inger`: Stmt, Sewer or Street Liqht. Extension i r � 4 •L4 O of^ IN r u a d L V rp O N W `F�'' 43 y h �' ,4 V♦ J�1 RJ .4 1 \ Lr O N 1, `+ , t. +3 0 N •\l v 1-4 1 l r tlovember 20, 1972 J. R. Harris 8905 S.A. Cotm►ercial St. Tigard, Oregfin 97223 Dear Jim: This is just a quick Letter to put in writing a response to..arrnu�[ requests on behalf of two clients, Holiday Inn Inc, a Ailstatp_-"2 yy Insurance with respect to potential sewer connections with the I' City of Tigard. As I have indicated to you on the telephone, the City Council is not in a position at this time to authorise additional sewer connections by -ontrAct to properties outside the City. The Unified Sewerage Agiency has indicated to us that there is approximately 100,000 gallons per day of capacity during the dry flaw season remaining in the Tigard plant. Using a conservative estimate of 300 gallons per day per d dwelling unit this would mean 333 dwelling units of connection are available. Unfortunately we have very close to that amount under construction at this time which will undoubtedly be occupied by the dry flow season during the susmmer of 1973. I have requested the Unified Sewerage Agency to oxplore alternative solutions to further expansion of our w.,werave treatment Flant capacity. Upon receipt of these alternatives anti a favorable decision on the part of. the City Council, I will notify you should your clients be interested in pursuing a sewer connection at thrt time. Sincerely, ' S.M. Telfer City Administrator 9 MT/ds ,1 November 1, 1972 Mr. Bert H. Weinrich Assistan t House Counsel ..Tack A. Benaroya Company 5950 Sixth Avenue South Seattle, Washington 98108 near Sir : 'Uhank you for your letter regardina sewer service to your property, located near S.W. 66th Avenue, Tigard, Oregon. Your understanding, regardinq installation and reimhurs�mAnt in generally correct. However, there is an agreement between the City of Tigard and the Phil Lewis School . This ac4reement also hai 10% added to the connection charor . I have enclosed a copy of this ngreement . To an9wer your first question regar(�fnq tha sh-arincg o-i' cost by the City or by Unified .3average Agency: The policy of the City of Tigard And Unified Sewerage Agency states tnat the extension of the public sewerage facilities to serve Any parcel or tract of land shall be done by and At the expense of the owner. The size of all sewor mains and other i4ewerage facilities shall he as required by the agency. where special conditions exist in the opinion of the agency, relAt-ing to any reimbureseme it agreement pursuant to the provisions of article, the agency may, either in addition to or in lieu of any of the provinions of this article, authorize a special rgimburnpm$-nt contract bet•eeen the agency and the person or, persons construfrinu public sewerai)e fric_i.lities . Said special reiml•)uree_ment acre —-nt shall be made and entered into prior to the issuance of a Fernif for the work by the agency. Your second que4tion regarding connection, .is based on three methods which consist ot: i A. l DU/1500 sq. It. interior or less or B. 1 DU/-� acre mr less ' C. 1. DU/16 fixture units or less , but not less than 'i0';, of the maximum charge of the alternatives above. The lesser of the three methods shall hA used. Thin can seem quite confusinq, but for example; it your building wss equal to 5 dwelling units, the following could apply; 5 DU x 425- 2125.00 LF.mb Weston reimbursement 10% 212.50 Phil Lewier Reimburnement 10% 212.50 Inspection Fee 45.00 TOTAL 42, 585.00 Th:.n line would be desirable for the development of the Tigard 'Prisengb& and we are looking forward to serving you. Sinr_erely, Nick Iiiebert Director of Public Works Nh/de ',ncl�sure .w w 4ctobcr 27.0 '.72 Zfs. Dicl Dri.ctol i Jack A. ?C-aroya Co. ( � 5950 sl:a:: G'.cnu^ South scattlo, 1':a�-,:tin.�;tor 9 103 Dear 11r. Erirtol I PEs fin;inccrin[; :aropooal - Allctato Portland project I As yo» rcquccted c;o aro subnittin:; tho followinl propocral for :tai nccri:t.; ar_cl rolatcd serv-�ccs for your pr opoceci . . re cr e:Ltenciaa of arpro: ^ately 1,200 l.f. fron rx poLnt near S. Vi. 67th and i:a_npton Strcot to a point roar talc intcrsection of S. 17. 67th andrrank n ! Street. To will provide tho folloitLna ucrvicco: I �t pl.conre t!to pi.-n., cpcci`_'ications and contract , docv,.t= o an,,.' cccuro approvals jro,.i the City of 7`i �;ard ilni�iedl Se;,era_,o Arend of ti"ar:tun;ton County, and the Stato DcF.t,cnt of uuviorr.ucntal Qualii;y. b - Coo: dinato your co.zt:act for Pay-backetC. With t!:e Cit., of Ti.„,rd. d � Obtain 'Price, for co::ctruction and tt^sict y011 iJ coo;i�in:, a contractor crd coordinate tho cor,et:-acOn Of tate line c::,ension. d - Pro',►i:ae t::o c;lam c;; vmd cor.c;truction sta'-Allf ; requi.rcd for location and construction if tho lino. Our fern for tl;o n'covo c;,)uld bo as follor;31 i It eno at bo & C • • • . • • . • • •' • • • • • $ 11650 I Itcu d . . : . 400-00 I . i � If for conn Jrcn^on n:: nitcrnative nct':ocl for _-lnitary j(+c..,� .� `••1-^l. i.r Ci � l�l?.a,.n (? 'ln•r ia. Ci'C. 1 t:�l►�l • U1771' �:Z5{!rl f fron al•o as follo;:rt a JACK A. BENAROYA COMPANY 6960 SIXTH AVENUE SOUTH . SEATTLE. WASHINGTON 98108 • (206) 762-4750 October 16, 1972 Mr. Nick Hiebert City of Tigard 12420 S. W. Main Street Tigard, Oregon 97223 Re: Allstate Building_- West Portland Heights We talked with Mr. Stephen M. Telfer, City Administrator, on Friday, October 14, 1972 regarding the installation of a sewer line from the Lamb-Weston property located near S. W. 67th Avenue and S. 14. Hampton Street to our new Allstate office building at the corner of S. W. 66th Avenue and S. W. Franklir Street, Washington County, Oregon. We also obtained a copy of the agreement dated March 26, 1969 between the City of Tigard and Lamb-Weston on the installation of the present sewer line to lams-Weston facilities. We understand from our conversation with Mr. Telfer and UUI review of the agree- ment that if we were to install a sewer line from the Lamb-Weston facility to our property that we would pay the standard connection charge plus 10% to connect to this existing line plus all costs of installation of an 8 inch pipe from the present terminus of this ' ine to our new office building. We also understand that we would be entitled to reimbursement by the property owners who connect to this line between our new office building and the present terminus of the line at any time within 10 years. If you find our understanding to be correct, please so indicate by signing at the applicable place below and state the connection charge on the enclosed copy of this letter. Such confirmation and knowledge of the connection charge will be helpful to us in determining whether or not it is economically feasible for us to install suct, a sewer line rather than provide a septic tarok for the new office building. We would also appreciate learning whether or not the Tigard Sewage Department or the Unified Sewerage Agency of Washington County would be sharing the costs of installing the line since 4t appears that such a line is highly desirable for the development of the Tigard Triangle. Bert H. Weinrich Assistant House Counsel YOUR UNDE NDI �TATEBOVE IS CORRECT. YOUR CONNECTION CHARGE IS THE SUM OF �,. :.�� riF NERAL CONTRACTOR f1EVF1_O PERS OI CC Mf.1�RC.A I- AND INDUSTRIAL BUILDINGS FOR SALE OR LEASE reenc r 0 w alt=lo=Wali Qo�iaity O1�®QO31 To - Date __ Time WHILE YOU WERE OUT Mr. of 17AA5.3 __S s� v/ Phone TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH Message PA- 57 By : .1 PACIFIC. STEEL WAREHUUwE CO. P. 0. BOX 10223 • 3865 N.W. ST. HELFNS ROAD • ORTLAND, OREGON 97210 milliV; AUTOMATIC SAWING ;HEAR FIAIv1F f11[TIN(! iqa4 s s . . . Ca& 5031.2.2•2-38» P GA 3 ), ,2.c)e) y2 _ ;o, 4G rev f� 170 F � I � Dv 17 � 5 � A c RIE 4 .4. 2 $,OD Fe 0 V Fcc OU �� FEe 3 5. _ ! I rj p (p,OV 6-bemm Ftp ,4 bae 0 J .SDG 00 '44A"TivExro& OQ 0'1 � . ° 'r, TvifJL ,y EXHIBIT "A" Stmte of Oregon County of Washington IN SECTION 1, T2S, P1W, W.M. - Beginning at the southwest corner of lot 13, Beveland No. 2, a plat of record; 'thence easterly along the South line of said lot 13 and the extension 0%e reof, 221.26 feet to the northeast corner of Lot 20 in said plat; Thence northeasterly 55.91 feet to the northwest corner of lot l?, Beveland No.2; thence ^Amterly along the North line of said lot 19 and the extension thereof 401 .58 feet to the East line of S.W. 70th Avenuer thence northerly Along said Bast line 35.05 Feet to the northwest corner of lot 14, block 31, West Portland Height!+, a '-lat of records thence, in said West Portland Heights, easterly alinq the North lines of .tots 14 and 31 in blocks 31, 37, 33, and 34, 1,029 feet more or less to the Bast line of sail block 34; thence southerly along said East line of block 34 and the extension thereof 975 feet more or less to a point 21.5.00 feet South of the centerline of S.W. Trving Street; thence westerly along a line parallel with S.W. Irving Streec 1,120 feet more or less to the easterly right-of-way line of the Beaverton-Tigard Hiqhway; thence northwesterly alonq said right-of-way line to the most westerly corner of that `rac.t of land in deed to Rex W. and Zella r,, Ziqlar in Book 667, Page 164, Deed Records, Washington County, Oregon; thence northwesterly 315 feet more or less to the point of beginning.