Loading...
FARMERS INS. SEWER SANITARY SEWER J _^ _S_. W - 7 Z 11'iT_.-`5�r iii 2 0 _'____ .:_-p--_=-�- F ... .r -- - -- -- -- - - - - - - - -- _ - _ e 42' am emo ete� am* elt� ern �I� 66 -' -- — - — — -- -- 4 - — — _ — A r Water ateroiBoartion sof He V"_ _ -— - J• J r'-`- -- _____ Ote9� State Board 01 HOaI►!1 —� 2' M1� 2 APP1 ®VCU MAY 1967 o Existing MH _I 20Lm .• Stn 4 -33 Sto 0♦ 00 Sto 1+50 � - �uECT ro rr r;I^Inds I'. �€i € r�ATEu ...... (,:. .._ ;I Sint° 1o.N 1RY AUTHORITY MAY 21967 ----� F_--- �--- �►� ...� .. _PERM 40' �_ '4[W NARY ENWHiEN - �. 3 loth'—_ - -- e2 7 i_i30� � t Sto 6408 MH 4 Sto 9+23 fence W H O 30' LEGEND , PROPERTY CORNER 3° - -- OSHD MO"v"iMENT � � MH 5 i�9z ��C}� MANHOLE Sto 12 + ni cr --�-- FENCE -- e w — WATER LINE — ,o GAS LINE 01100, Canal a 4111110EXISTING SANITARY SEWER W e ��� PROPOSED SANITARY SEWER Y c 'b U U _oM1 N i W C W , > yl g > 1- = a �— GEORGIA °i pO IND 0j � I PACIFIC I IMP .� \GO 3 GP.ADE 4N0 ROUTE MH T TO MHS 4-9-67 K.0 T. O1 w < °C IL— CORPORATION "4 (— LOWERED GRADE M'H2 TO MH 7 3-31-67 G.R.M. Z C .r 0 J J W MH 6 MH 9 C, 6 Ta. Sto 23+22 / CITY Off' 'T"IGARD �' ° x � Sto 144•90 Sto 14 + 78 5''' � 8 ,1 NOTE SEE TYPICAL DETAILS PREPARED BY STEVENS, ENGINEERING DEPARTMENT fence THOMPSON, RUNYAN a RIES, INC. FOR MANHOLES, BEDDING, ETC, FA R M E R S INSURANCE - 2 5' lt�3e 4- a ` �' I 67 - 3 ZZ IP MH 8 _ ' MH 10 SSL 67 - J Sto 20+ 22 °ems \ Stu 26 +32 M H 7 7 0 1001 MH Stub W/ Plug Stu 17 + !! 7' SCALE I"= 100 ,JOB NO.3S L_67-3 DATE 2 Mor 67 MH Stub 25• \\ I / DESIGNED K C T DRAWN CHECKED W/ Plug "�` ---- _.-- __------------ - ---•--------- APPROVED SHEETI OF I 0 1 2 3 4 5 6 T 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 - ------ - -- -- :77f'- 200 -- -- ------ --- - - -- - - --- - -- — --- ---- - __-- -.. _.-__ _ — - A. - — - 180 - - - -- - — 0 -- --- - - - -- ---_ --- -- _— — In - - - �1 -- -- - — -- - - -- - -- - - — - -- -- — - - -- - -- — __ -- - — _ - — -- _ Y — " o = 170 __ _ W W 170 5/ 10 M IL to m : -- -- —_— — LLJ 0 160 -- — — - — __ ___ ____ _—__. _ - _ — 110 O CL = _ -- — — ALL PIP - ---_- - ----- - -- - -- - --- -- - -- - - _- __ - - _ _ - --- --- -- -- -- - ---150 - - - -- — -- --- -- — --- - -- — -- - --- -- - - -- - -- - - --- - ---- - --- - - - - - - - - — 150 140 140 — --- -- --- -- ------ ------ — -- — Mr. wr.i. PLATE 1-PLAIN-PROFILE D.N.R.A R.E- STANDARD 100% A0111191100♦ VELLUM-MAUI AND PRINT[D IN U.S.A. EUptNP_ DIET206N CO. - t -� • '; - _ .. -� �► � .. - t' �, , � - � _..- 'a;;Al�sMwrwMIUYEro••-•.r.-.-n,...,...: _�.._ .. .. _. .. _ .. .' ...,,....,,,. .. .. ..__. .. ._ _ _ ���""'"�... .,. .. 1 1�1II 17,� 1 � 1 , ' �1 ' I � 1I + � � �� � Iilh► I � t � l � I ) 111IIlnI � I � � III � � � I � III � 11 �� 111 � 111 � 1 � X11 I � ' � t 1 NOTE: I F THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 11 12 a _ DRAWING IS LESS CLEAR THAN 1 THIS NOT IM-r-IT IS DUE TT) JT-IE QWtLITY OF THE ORIGINAI_ - .•,,. bRl1WING' of 62 92 a 92 62 tit E2 22 12 02 61 91 L I 91 SI tr l E I 21 11 01 ~6 9 L 9 s tr E 2 I E'"te1 ,,•-�� � ��ll�t Illu n�u u Inu�1 n I(nitlt ut Ittt�Il11G111�tI1f�tul�aalaHlualtae11a1�N11�M11�FMl�l�f�lttl;ft!t�M1�I111�Mi�ii�llfF�l�RnMtrffHlq1111RID11�M1�INIRIIIp�nu�1 nt�IIII�IIII�IIII�.LUIIi�U�WI�UUWII�llU�11U�11111 - If .. JUNE 24 1992 -yw-�--'— --.sr---sem � .«.....wr�i�Sa.. •- .,.c F s 2 - /e" Dia. HOLES Z 9" R. PRECAST CONIC. STANDARD 8 SUBURBAN TOP SAAB COVERS ONLY � Wri FRAME 8 COVER -__._-- *xAS SPECIFIEp x 2 5 HOOPSN 23 Dio.FINt$H GRADE ,1 N 1 1/" MORTAR j • ' l •al 21 r -- - ill[ l[ I t % 0 6 Pipe 6 a J 11Min " , • N o 48-Doo. I. CAST °5 ----- - n Min O.D. Min a 3 ra CONCRETE, RINGS 1 fi- r ♦ _ � R � I , � s ` �23 Dia. K ► 23 Jia. / ip Pipe ► 23�' Dia. _ I - - -- c- A PRECAST CONIC. I co PRECAST CONIC. 0 4 n'�8 4 a'�12 , PRECAST CONIC. e s 1: - e CLEAN 0U �+ M ECCENTRIC CONE `� � -MORTAR N ' v ECCENTRIC CONE � OR � ' ECCENTRIC CONC. I + ,MORTAR ► SECTION E -B w� 3000 PSI CONC. BASE ' SECTION C-C FRAME a► COVER MANHOLE FRAME Ek COVER N ' / 48"pia. PRECAST 5" 1! 4 "Dia. PRECAST ► WYE BRANCH \ ,1 •I of �._ II ' Y- -� -8--___-... --- - - - i+�1 l 5 4A Dl a. PRECAST -� ----�._ - _j z CONCRETE RINGS , • - J B - -------- 1a ;i �� !/16 GASKET CADMIUM PLATED STEEL BOLI CONCRETE RINGS m In 5" B 'a a e CONCRETE RINGS �- ( * 5 EW � -�� Q Wi W . (Y zip_-azcs'�zr'• z_ 1 Q i �' .y . . cc Q Mi STEPS _ ° M-I STEPS - ° t, _- •,- - -- - - M'i STEPS --- - > > 2 i, ;2" 0/ C ,_ _ ... _ - - - -_I 12" O/C I '� 12 0/C �\ - ' I _�__- • - - - UNDISTURBED C + 1t - - - -- SHELF SLOPE �, - a E - WASHERS -`�:�,� `� " 1:12 Max. UNDISTURBED- _� EARTH - B JI , - I _ 3 Mln. - - EARN -.._._ o - }- o - - - ' \� COTTER PIN-- 3. IN- LOCKING BAR a ..} 9 o i e z 45 BC 10 - - -- rn -Pi 14T: De "' VA R I 5 P `-- j - L D. VARI S a i I.D. r �•-- -- _ _ c in, I.D. �( r --- - t _ (n / _ • j I " T _ �� - - ��0 90° BEND " �, -- - - � � � `; � 6 Min. Q N 6 Min. - 4 w � --. - ---- - a o 1 > - - - - r I - �'• / i.. °D �� ' - PLAN TYPE 0 MANHOLE WATERTIGHT` MANHOLE SECTION SECTION SECTION -'TYPE A MANHOLE TYPE B MANHOLE _ 300o PSI CONCRETE BASE _ TYPE C MANHOLE SHALLOW PSI N A FRAME a COVER POUR AGAINST UND'TURBED STANDARD OUTSIDE OR INSIDE DROP OUTSIDE OR INSIDE DROP EARTH UNLESS COMPACTED FRAME AND COVER SCHEDULE FILL IS REQUIRED BY THE ENGINEER . DIMENSIONS IN INCHES a-_ _ L85. WEIGHT / MANHOLE NOTES TYPE EAR OPENING OVERALL DIA.1TOTAL - //.i1 , • SHELF 6" Min. I. LOWER 12" PRECAST CONC. RING TO BE SET INTO BASE a C DEPTH FRAME COVER 12 Mox. --t-- LEVELED BEFORE CONC. IS SET. MORTAR JOINT TO INSURE _ _ ___ __A _ 8_ _ D _ TRENCH WIDTH ` 21'0" Plus Pipe I.D. . . UNDISTURBED \�\\ BOND. STANDARD M'1 23 �31 3 10 240 140 EXIST. GRAVEL SURFACING •, EARTH % >�� ----- �' / ' " - - - - -- - 2. ALLOW A MIN. OF 24 HOURS TO ELAPSE BE PLACING SUBURBAN M-1 23 31 3 6 160 140 e ;p :e': s'o : 1,� ';;� ;:; .°. . ; 'tV 3/4"-0 LEVELING COURSE - - - PROVIDE 81 SECURELY l REMAINING RINGS 8 CONE. � � INSTALL CONIC. PLUG W _ fl a 1 N WATERTIGHT M�I 23 31 3 10 240 160 �, e , , J 00 1 1/ -0 SUBBASE RUBBER RING GASKET. !►; - I 3. SET ALL RINGS 8 CONE 8 NH FRAME IN /2 MORTAR 8 —�- - -- -- - - - - --- I' J 6' �� J MORTAR ALL JOINTS INSIDE 8 OUTSIDE. CLEAN OUT 8 14 6 55 15 BLOCK PLUG SECURELY 4. ALL Mi SECTIONS Si-,ALL CONFORM TO ASTM SPEC. 478 -61T. NOTES I. THE LETTER "S", NOT LESS THAN 2" IN SIZE IS TO BE CAST IN THE TOP OF ALL COVERS. 2. OLYMPIC WATERTIGHT M•1 COVER No. 5791 OR EQUAL MAY _ SAND BACKFILL • ice, ,, D BE USED AT THE DISCRETION OF THE ENGINEER IN AREAS , SHELF Cl"iMPACTED BACKFILL My BASE WHERE THERE IS NO VEHICULAR TRAFFIC. LENGTH AS INDICATED ON PLANS -- -�- AS DIRECTED BY THE ENGR. -- -- .=-.---. - --- 12" Pipe 12" - �O.D. PAY WIDTH -1500 PSI CONC. MANHOLE PLAN _ PAY WIDTH s 12 Pipe 12" Pipe w _ ��__ HOOK STEPS BEHIND p= LD. - I.D. m BACKFILL MATERIAL .� Pipe I.D. + 60 TYPICAL _EOR TYPE A 81 D p REINFORCING STEEL > :o , ►' ' _ •:: THOROUGHLY JETTED BACKFILL TYPE D � C SIMILAR, EXCEPT DROPS + FINISH GRADE I �o , ' •' ) ;: '• , I�Pipe a I, iv ` :�. — 1 a O e I a :�'�,' •� - ..� ► „r 1500 PSI CONC. FOR PIPE CRADLE GLEAN OUT FRAME B---, I ► - - r' o �� ,a.• s ;' e. 3 Min. 4" BELOW PIPE er • COVER AS SPECIFIED ` r FINISH GRADE > I ,: . I' 1 ► N - r -- "R. 1 , ♦ .l� + e s �: 1 ► ' e _ ° . . � - I 1� TI N SET IN MORTAR _ - --_ ' ' i W °- , � I CLASS A CONCRETE BEDDING TYPICAL GRAVEL SECT I o SECTION D D D • ., ; i l I o .I . TRENCH WIDTH ' I _ 12 Pipe 12 CONCRETE ENCASEMENT 2'-0" Plus: Pipe I.D.-- _ _ __ __ I Q ELEVATION EXIST. BITUMINOUS SURFACING • i z I.D. 6 i 6 '/ `( I Q > w SELECT MATERIAL PLACED 8 PAY WIDTH - A.C."PAVEAAENT `� i ( 3 TOP STEP . . > ., . • •. .. . .° • ► . . •,..,..11, A Min. I I Mini { - i COMPACTED TO DEPTHS DETER- ONLY ) N ' I e , ., . , , ..,..e �., ,.. 1►•. . e.o =N 3/4 -0 LEVELING COURSE ,. • ; ' - ►_ _ J- - - � w MIMED B`! FIELD CONDITIONS 8 12 Pipe 12 � ° � v r> , ��: �,�> d v � � " t , ,� --- -•}•;p--II-�-- d P ► d ► G V e, ► P p ID 2 -0 S U B B A S E - - �5" 3� a _ APPROVED BY THE ENGR. y a - > 4 V . . j k SELECT COMPACTED SAND SELECT GRAVEL OR SAND BACK- ; COMPACTED . • I ELEVATION j �• — I • • 3/4 � GENUINE • ' � Pi ( � OR GRAVEL BEDDING MATERIAL . FILL MATERIAL FROM �.., OF BACKFILL \ I WROUGHT' IRON PIPE TO 12" ABOVE PIPE. pipe BACKFILL - N „ _ 7 / PLACE 8 COMPACT AS DIRECTED - m SAND BACKFILL TRENCH WIDTH ;8 i. < BY THE ENGR. Min. 4" BELOW PIPE 'I UNDISTURBED BEDDING - CLASS A 8 OR C FARTH 45" BEND . ;�'. _ PAY WIDTH ' UNDISTURBED - SELECT' BACKFILL CLASS B SELECT BEDDING -.---- -- - � �`r t cV EARTH j . :p, wT COMPACTED BACKFILL USING WYE BRANCH �� N j �,- : - MATERIAL EXCAVATED FROM Pipe Wl CONIC AL00 EIS � -, ' ;'lT PAY_ WIDTH I. D.y .• � � .'' � 1.- TRENCH _ UNDISTURBEDm_ --- - - t�• 12 COMPACTED PRE-COVER 12' Pipe -_- 12- EARTH � �' BACKFILL MATERIAL NT \ , ' , . M' 11 11 EAR H THOROUGHLY JETTED ABOVE PIPE, USING NATIVE _ MATERIAL EXCAVATED FROM 4 2000 PSI TRENCH 8 FREE OF STONES, - LI - P40VIOE P SECURELY CONIC. P Pi a ��. HARD LUMPS 8 ORGANIC i • • r :• • p - - -� • IKSTALL CONC. PLUG MATERIAL. - W/ RUBBER RING GASKET. j MANHOLE STEP REDOING - CLASS A, B OR C. cz,�'I^F. /0, W/ PLAN ' --='SHAPE BOTTOM OF TRENCH TYPICAL PAVEMENT SECTION Q�. yT .,I --- „ „ TO FIT PIPE 8 PROVIDE BELL HOLE ,� ���1� � �!? Pi ' 12 RESURFACING DETAILS CREUON CUT OFF WALL D. CLEAN OUT -a�-- ORDINARY BACKFILL CLASS C STANDARD BEDDING SFIEET DESIGNED AN R()vI:D � �l1•�'l•Ilh+,. Iti 1111 .111 .` I� t1 • ••.. 111. •. CITY OF T i CARD OREGON —: - DRAWN L.E.E. W SCALE NO SCALE t)Ati v TYPICAL DETAILS i SANITARY SEWERS DA1E I NO. R E � 1 5 I U N � BY CN6CKED FICE ,:F �;�.• y ter. - r•, X11= 4 {N•N NON • __. .. ........ .. _..---.... ._...__. ..�...'.ply'..'„ r I • • ., I • - �• I '�� •I 1 ��1(t'�I I I 1�111 x1111 t;l I �j�I I I i�1 I 1 1 '1 (Y 1 rl t ( I 1�11 t�` 1! s I 1 _.._.,.._... ... � ...,_- _ •Ip,...1>t....._..._.....,.,.-......+.., ...+... .__ .. , , . .. •. .. 1 I' �1 111 I c r i t t I t i t r 1 1 1 1 1 1 1 1 1 111 111 111 I l i i l' 1 1 1 1 1 1 1 111 1 1 I1) ,.,• d � ' �' I 1 I I I li CI YII � � �IIIIIir1 ( 1 � 1 ( ( � 111I ( ( 11 � 111i111i1II ._- Y ..' #,. .. 1 a NOTE: IF THIS MICROFILMED = I- .,•�- 2 3 4 . ..-r 55 8 7 8 9 10 11 12 _ DRAWING IS LESS CLEAR THAN f• THIS NOTIC r-1T IS DUE TO IHF "LITY OF THE ORIGINAL +�;�,.r.•♦''' DRAWING. of ea or is 92 %1 ra tela ` 92 Iz bit iii--- e1 LI 1 .91 w 111..1'"fl z I1 oI_s .1 e • c v Is....�.•rI fL...L. z ,I •_"• • , ,�+•'�� :111�1It111111�I111I1111�111111111�IIIIIIII�11iI1111I1�11I�HIIIIIHIIIIINH�NIiI111111f1�IfM111f♦�HI�IIIIIIIIt�llll'in►1�1'I�Itl111tmr►;i11t1111111'1111IINI�iN1�I111flNU��II1111111�1111111111111ii;,111WtlNW11111111111WtlilU�lIt111U1111,U�IH) - JUNE � � 1992 rw»"- �• --^.ter... - _. ••••-. •••..*..n,{/I,1 ,d,w.•�'r- - -..1t�u- -,a.-,....v•O,�/«..r.r-a. —•�r.rr.r-•... • -- -c x.. It�°_ .. ....._...,. .. _ Rol CITY OF TIGARD,' OREGON DEVELOPMENT PROTECT GENERAL INFORPATION SHEET I. PROJECT No. : 11. PROJECT NAME III. DRAWING (TITLE) date dt AZ gi 7 IV PLAT (TITLE) : datedt V. SITE LOCATION: VI. PRINCIPALS: I (1) DEVELOPERS ��0 1r��r �� {_0IMIrS tlmdP*WN4fr> 04SSwC_ .4 CJ4 o. /Qiwr a, Address Phone No. (2) DEVELOPERS SURETY AGENCYt Address Phone No.� Bond No. Exp. Date (3) ENGINEERS Address Phone No. (4) INSPECTOR: Address / , Phone No.� (5) PRIME CONTRACTORS ` C�a.T c- 47.•�c.�r.• C` u Address Phone No._.„_,^_„�• (5) CONTRACTORS SURETY AGENCY! Add!ess �" Phone No.,.,,,+,_-,,,,,• Bond No. Exp. Date (7) SUB-CONTRACTORSs " Inr+Prt: Street, Sewer or Street Light. F tt r•I a C. Nov4seahe r JA , 1968 Farmerst Irisura.ace Group 4690 Wilshire Boulevard 1,08 kngolan, California 90034 Re : Agreense nt between Georgia Pacific, Fax rs Underwriters hssociation and the City of Tigard , Dear Mr. Hullscan s In accordance with your risquest, I an ancloasinS fully "xecut.ed copy of the above agreement for your files. This .*greemeant was recorded in the Mortgage Records of Ilashington 'ounty, Novamber 6, 1968 At 9ilA A.K. in Book 723, Page 197. 'thank you for your patienoe and assistance in this scatter. it z way be of further assistance to you, please feel free to gall on nage. Sincerely, Doris Hartig City Reoorder I)H/+d 1 ,. N ei lw November 14, lose Mr. Thomas E. withycoube Georgia-Pacific Cerporstion P. O. Box 711 Portland, Oregon 97207 Res Agreement between Georgia-Pacific, Farmers Underwrizw xa Association and the City of Tigard Dear Mr. Withycambee In accordance with your request, I am enclosing fully executed copy of the above agreement for your files. This agreement was recorded in the Mortgage Records of. Washington County, November 6, 1968 at 9118 AX. in Book 727, Page 197. Thank you for your patience ani. assistance in this matter. If I may be of further assistance to you, please feel free to call on me. Sincerely, Doris Hartig City Recorder DR/d1 Enc. Pt "'rcembAr 1, 1968 Mr. fin er Thomusen 1 Trnertmpnt of lecords & Elections r*,f r-,zton '7ount;: Court 1-iousc o `.recon, 97123 r• }tie: 7Fnrm(-rx Insurance, Georgie Pacific & City of Tirnrd ' ewer -%greement Boar :r. '''hommmn: l IJ inclo:— i:: crrtified copy of - -i -nt the . ',)f '�j _ t.f., prr -.4r, r''1Ci�t� , ",ttC r.or-ir-r 'h'1CIr 1.tPT'8 r l.ssn. �'1r,�3f note page ',, iubsection 4, dlrects '•nis dceuwe,.t iuc rrcor 'cd to Vie ':ortj.:ojr, records of cliinRton i IIr County. L..J I ani (A.ty of TiSt.rc ' .. c r;:c to co.•ci cording fee and if I rwy be of Further Fissistance on this matter, Fleace feel free t, 7nll or mc. i" :sincerely, Doris }iartig city Recorder dh Ona. r ` } 1. •' f. y;I, • +ray t: �f Fred. A. Anderson Doris Sewer Contract 10/16/68 Attached hereto are duplicate copies of signed agreement for Georgia Pacific and Farmers Insurance. Please review and if o.k. prepare an ordinance for Council Meeting of October 23, 1968. T have kopt Ll is third copy for reference. t� Thank you. i t 11 � t I\ `rji 4, I(W lJ �, rr ,1 A%i, 6MOAOIA- PA01PICIi COAPOAATION LEGAL DEPARTMENT THIRD FLOOR,PITroCK■LOCK-PORTLAND,OREGON FRANK O BREUER AREA CODE 503 - TELEPHONE 222-6661 GENERAL COUNSEL GEORGE H.RRUSTAD JOHN E.CROWELL,JR. MAILING ADDRESS THOMAS E.WITHYCOMBE R.O.•OK 311 DONALD PAUL MODEL PORTLAND.OREGON A.THOMAS NIESER-3ALL October 10, 1968 07907 HUGH K.COLE GEORGE WITTEMYER KENNETH M.Me CAW.JR. ATTORNEYS RECEIVED OCT 1 i I]IJ CITY OF TIGARD Doris Hartig City Recorder City of Tigard 12420 S. W. Main Street Tigard, Oregon 97223 Subject: Agreement Between Georgia-Pacific Corporation, Farmers Underwriters Association, and the City of Tigard Dear Madam: Enclosed are triplicate originals of Agreement form which has been executed by Georgia-Pacific Corporation. We understand that the Agreement will be recorded in the Mortgage Records of Washington County and we would-appreciaEe your returning one of the triplicate originals to this office for our files and advising us of the recording data. Very truly yours, GEORGIA-PACIFIC CORPORATION Thomas E. Withycotr�l c f TEW:ps i Enclosures 4 i .�- Ark i+T. Septeaber 23, 1968 Mr. John Manning Georgia PRcific Corporation f Co—onweelth Building IPortland, Oregon, 97204 Denr Mr. Manning: I nm enclostnF herewith proposed agreement between 1~arlera Underwriters Association, Georgia Pacific Corp. and the City of Tigard. t Please have the officers of your corporation execute el7 conte!- cf the ngrppment, before ,i nntgry public, -nd rpturn to Viis office. To assist you in locating benefiting properties, I hi-,ve enclosed a section map, indicating trim lots; and property ownorr.. I`-,l I apologize for the long delay in preparing these ; r documents .and wish to Essure you a copy of the fLlly executed agreement will be forwarded as �c,on as possible. If yru h-ve ony queeti cns reg: rdinp, t'ii r nwrmoment plr nse feel f*,ee to contact me. Sincerely, I Lori s linrtig City Recorder d FARMERS IINSURANGE GROUP FARNERSINSURANCE EXCRANGE TRUCK INSURANCE EXCHANGE SllecuhUe� tee FIRE INSURANCE EXCHANGE MID-CENTURY INSURANCE COMPANY 4690 WILSHIRE HOITLEYARD FARMERS NEW WOULD LOS ANGELES 34.CALIF. 1.IFF: INSURANCE COMPANY RE(91EDjE[:) lyse September 20, 1968 141W QF Ting Miss Doris Hartig, City Recorder City ;f Tigard 121,20 S. W. Main Street Tigard, Oregon 97223 t Dear Miss Hartig: ' Enclosed are three executed copies of the Sower Agreement. When all signatures have been obtained may I please have a copy of the Agreement for nq files. Very truly yours, R. E. 4lman Rr:H:ih Supertntendent of New encs. Construction A0RE -LMENT THIS AOREEMENT, Wade this _ - day of A4. am?, 1968 between tits CITY OF TIGARD, a municipality of the State of Oregon, herein- after termed "CITY", and FARMERS UNDERWRITERS MMOCIATTON, a Gtli-• forma corporation, hereinafter termed "FARM RS", and OEOROIA-PACIPIC Co;?F0RATI0P1, a Georgia corporation, herein efter termed "GEORGIA- PACIFIC", W I T N it S S L T H .hin 31::AS, there has heretofore been constructed at the sole expense of PARP.i R:� Pin.; r;:,c)'rr,2A--P.AC'[Flr, It certain trunk power line extanuing from approximately the re-entrant corner of the .James hicklit, U.L.C. N43 in County Road /2115 in Section 1, T2:1, 11W, W.14. , Washington County, Ore-on, i.antcrly and Northerly to serve 'Pax Lots i l ' 1601, 1401 tum 1"Q, ?.S1-lp'; s.n.i �" o WNERE.A4, PARMl3R3 is the owner of certain Premises identified no Tax [.of 1! w IJ � and OF'.UROIA-OArIF1C 1.r, the owner of certain premises Identified as Tnx Lot an,i Tax Lots .f �nrid 1600 2.11-11) will likewise benefit from the ava.ilabllity and ohern- tion of said newer facility, an-,i 4WJiLV: , the CITY has herntoforn furnished and will continue to rurninh Sewer sirvlce to thi lands of AARMEr,3 qnd OEONWTA-PACIFIC, aub,fect to the terms, provisions an.! require,ionts hereinafter ritnted, NOW, T11ZHEFORF.., in eonsi,Jeratlotc or the rorejoinr premit+es. tue s:;reements herein coitalned, and the pgvrnents to by marle to the CITY by the parties hertto and. any other landownmrs similarly situa ted utilizlnic the newer extension line herein,stbove described, the patties :gree as follown: (1) That titles to the sail trunk sewor line horrtorore con- ntructed and the ownernhip thereof nhrsll be n . t same is herith,y vented in the CI'..Y, and the CITY shAll have rull jurindiation thereof In rill *,espects to the same le al force an(! effect An( i.!re sa•se extent as ttse CI_'f exercises Jurisdiction over an., othf:r• sewer lice within its ny iteri, provided th+ t tho CITY does iiereby .v-,ree to require payment from the owner or owners of the rullowtn,, ;•ax lots or a prorata share of the total cost of construction, as follo.is: With respect to ';ax Lot 14" - $7,035.13 With ronneot to Tax Lot 1600 - $0,225.76' such sums to UA collected in addition to any and all other sums that thN CITY may require to be paid as anti for conneetf.nn ehrkrves by the suid lands for CII'Y purposes, road the above stated sums shall be pair to the CITY by the owners of each of sai.! tax lots or any par- cels thereof at such time an a connection of sail premi:aes or any port thereof is made to the naVl sewer line, an,! same an and when re- ceived by the CITY nhn.11 he paid over as followa: To FARMERS, sixty (60%) Der cent of all sums so received To OEORQIA-PACI?IC, forty (40%) poor• cent of all suns no received. (2) In the event the saiA trunk ling: be extended beyond the present terminus thereof, 1ARMRa and 1HO11OIA-FACIFIC sa,all riot be entitled to any rurther reimbursement. (3) No eonneet1ous shr,ll be made t:- the said sewer trunk unless and until an atppl icatieir therefor han been filed and the con- r,efition oharre paid, ann all work an . materials invnlyed in the �cw�r service connection steal: have been ir,urected and approved by tr,f CITY. :;ewer service connectins chnrf es fDorpronerties connected to said line shall confor^r, to those estathlishod, by ordinance for nl:ailar properties within tho City. Withrespect to each crnrnpation, the owner or occupant of the propert;, shell file with the City ..n application for sewer service in form approved by thfa City and eh+tll thereby become hnunl to ray a ronthly sewer service charge to the City in such sun as rrrall Us prescribed by City ordinances for suon purr)ose. The ini.ttal char�,e for a cin-tle-family dwollina unit hereunder stiall be $4.00 ,'Ur" :"Ionth. (4) To the extent authorized by law, any sewer connection or aervice charre hereinabove required to be pails with respect to premises served und:!r the tcrn,,, of this agreement, which eharf:e is not paid when due, shall constitute a lien upon auc:i pre:,Aaes until paid. Said lien rL-ht 9hR11 be in addition to, am9 not in lieu of, any other remedy provided Uy law. An executed copy or this afr,res- ment, eontainin:, a description of tier lanae to be serviced hereby, shall be recorded in the Morta.,age Resorcin of Washin7ton County, Ore- gon, with the inter*. and purpose that notire or the cnvn lien rit,htn for newer connection and service ch:+r,-ez will be ~.Ivan to fill purchasers find users or portions of saif.j lands. (5) :'he CI'.i'Y ahall not be liable or reennnsibls ror disrup- tion or temporary discontinuance of mews:re disposal service here-- under due to floorx, earthquake, or oth,,r act nr ioF.,, or other causes beyond the F:overrimental control of the CITY. (G) This a;reement, shall be effective on thv (late herein- above first appearing; and shall be bindin - ole the pnrtios hrreto find upon their respective successors, ,*ranteem Zn ' assigns. (7) ;+o "tate or Pedexal public corpore.tion or Povernmental unit or munieir.ality, other than the C1 W IF TTIARU or its suc-• cessors, shall be :rantea any right or interest hereunder or nuccce,! to any prlvile-res of rAHMEAM and r)EORn1A-FACTV1r hereunder without the prior written consent of the CITY. -3- IN WITNESS WtiOMP. FARMERS and GEORGIA-PACIFIC have caused this acereernent to be exeouted under authority of their respective '.Gardaof Directors by their respective duly authorised, underaixned officers, and the CI'T'Y, under authority of Ordinance No.6n- r,limned on _ - , 196:i has auused this arreement to be execute•.; by Its duly authorized, unl:rsigned officers . FARMERS UNDERWRITrPS ASSOCIATION By, Uy �eoretary ILORnIA-PACIFIC CORPORATION ,3y: �'rsaident f3,y ~9!alPjEaTy- CITY OF TIBARD, a muniaipality of the State of Oreton By: ayor By Recorder ;TATs. OF CAhIPO RNIA ) ) A9. r.ounty or Los Arwelee ) On thin day or __ , 1968, personRily appeared and , who, being duly uworn, did int that tWo_jr-Wi l6i Presidiiit and_-_— -4- .re:t<,ry respectively of FARMERS UWDERWHIT:,li3 ASSOCIATIO`a, witnin named Corporation, and that the seal affixed to the fore- jIiLc instrument 1s the corporate seal of said corporation and that inntru-.ant was sit-,ned and sealed in behalf of said Corporation ,-ority of its iioard of :iirectors, an4 Tach of thee- ncknowledred is:;runent to be tta voluntary act and deed. :;e fore pia: votary 'P tillc My Commission expires: .____.._.__.__.. _ as. 1966 nersonally appeared and '1110 ijeln,- duly sworn, uid say that they arf tho Prssi lent and w .•n^ ry respectively of OEORIIA-PACIPIC CORPOHATIJ;4, Li,e witnin nameu CurparaLion, an,l thitt thn heal affixed to the fore- oli, tnstrument is the corporate seal of eall corporation and that .I . instrument was sic,ned and sealed in t>n`ielf of naid Corporation .,utnority or its E'.onrd of Directors, and each of tnem acknowledged 1 1 1.11strwnent Lo ue its voluntary act ar, : ice ;, .;efore ne: ffofary 'Pudic 'for fTeo'rgia My Commission expires: n' N ae. •.,�u:t•y of �gsninrton ) `..m this day of 196ft, nnrnonally npneared arid 5bRISHARTf3,rho baiu,, duly sworn, did say tnAt .le lA Lila payor, a:id sh-r is thn Rnnorder, of the City of Tigard, the unlatnality which executed the foregoluc*, iristrument. an,r that said :nstrua,ent "as si ped on hehslf of said municipal corporation by ,.,thority of '?rdinance No.68- , and acid ELVIv 1. KYL ansa DOR73 .CI : a, .-..# said inet'rutnsnt to be the free action and deed 4ai0 .7ity of Tir•ard. Pefore me: r7o£er T�uFilic'for""�revon My Commission expires: ti- August 27, 1368 Mr. Don Pretzinver Partners Insurance Group 1785 N. E. Sandy Bnulevar6 Portland, Oregon 97232. Dear Mr. Pretzingmr: Re: F'arrner: I?, Group Trunk Sewer Line I am enclosing herewith propc:ied agreement between Farmers Underwriters Assoliation, seonTi Pacific Corporation and the City of Tigard. rleaselave the officers of your association execute both copies of the agreement before a notary public, and return to t17ip office. The agreement will then be forwarded to Georgin Pacific Corporation for signing. I apologize for the lung delay in preparinq theme documents and wish �.o Assure you A coy.-)y of the fully !'xecuted acireemnnt will be forwGrdea Ar noon as possible. T f I•ou have any questions regarding this agree,r,ent please feel free to cniltact me. Sincerely, Noris Hartiq City 'recorder DH/dl Fnc. ! Qw -41 e4 ez 0. L4- CC t-,L t .s- „�., CL J1 clo- till, t February 19, 1.968 Mr. Ralph E. Hullman parmerG Insurance Group -4680 Wilshire Boulevard Taos P.ngeles, California 90054 Dear Ralph _'yhis is in response to your letter of Febr%iary 8, 1908 concern`.ng sewer connection fees., Mespondj ng to ),our letter, I fend compelled to expose you to weir philosophy. Vlore ara basically three: charges involved in oviding sewer service. The first of these charges involves e. construction of sewer facilities to the individuals property . its is in form of an assioRsss:ment or actual construction cost paid by the individual. (This is getting the sewer line to the property, not to the structure) . `lhe second charge involves the connection fee or membership charg`. fn most communities= the cost of the larger facilities, pump Stations, pressure lines, large interceptors, and treatment facilities are pr.id through property taxation. Tn other words, a part of the pr,iperty taxes is used to retire bonded debt incurred in construct•- i.n5- the major facilit_ies. The Mayor and Council of Tigard have q'hoisen to use the connection -.)r membership charges to retire the honi.s rather than property taxe.s.. The third charge in providing severs is the Bewex servir.,e rate which provides for, the: operation and maintenance of the sewer system. This is charged based upon proportion of use. To focus in greater derail on the sewer connection or membership -harye; I would like to quote, the entire rate.. The sewer. connect_. ;un rate for single family houses is $250.00 per house, apartments $25U.00 per unit (a 60 unit apartment house would pay $15,000) office, commercial, and inddatrial buildings pay $250.00 for the first water. ciosget, $75.00 for each additional water closet and $100.00 per floor drain. As in the case of they sewer service charge, the connection fee is predicted actually on amount of plant capacity that a particular type of structure will use. page 'l In looking at the two methods of paying for 14--he major facilities, .. a. , sewer treatment plant, interceptors, pump stations, etc. , I feel that the sewer connection fee concept is much better than the concept where property taxes are used ;o retire the bond. The Farmers Insurance building will probably have an assessed valuation of. about $500;000 (1/4 of true value) . If property tax method were used to retire the debt., t.h°s would mean that about 4 to 5 mills would be levied each year '.or bonded debt: service. In your case, this would mean approximately $2,000 to '41 ,500 would be paid in additional property taxes ad infintum. As I mentioned in my previous letter, I feel that the monthly ervice: charge is quite high. We are presently in the process f reviewing sewer service rates, and I anticipate, by the time of your occupancy, that a significant change will be made on the rates applicable to your building, �t is rather difficult to discuss newer philosophy in a letter of this type, but I. hope that I have somewhat clarified sewer —connection nates in your mind. tf edditional .information is needed .lease do not hesitate in .0allIng on me., Sincerely, Robeit K. Logan City Administrator MAI Kim FARMERS INSURANCE GROUP FARMERS INSURANCE EXCHANGE 'TRUCK INSURANCE LACHANGE �xecuLd¢(Wfces FIi2E INSURANCE EXCHANGE ---- --- ---.__ ,__,._-.--- -- -- MID-CENTURY INSURANCE COMPANY 49aO WILSHIRE BOULEVARD FARMERS NEW t1'U R L D 1.05 ANGELES,CALIF. 80084 I.IPr INSURANCE COMPANY TELEPHONE:1219) 081-1000 February 8, 1968 VeB 12 1oc� Mr. Robert K. Logan City Administrator City of Tigard 12420 S. .o. Main Street Tigard, Oregon 97223 Dear Bab: 1 sure thank you for your January 31 letter which clears the air in regard to the Cit; -)P Tigard's sewer connection fee. There must be a reason for this constant :onnection fee which ycu uid not cover in your letter. (quite frankly we feel this is exorbitant and wonder if there isn't something that can be done to lessen it. Our drawings indicate that we will have 105 wat(rr closets and, of course, there will be various and sundry floor drains in our cafeteria, machine rooms, etc., which surely indicates that our plumbing facilities J.n the City of Tigard wilt be far more costly than our other installations in other cities. We realize that this is undoubtedly the first large commercial installation in the City of Tigard and we wonder if something cannot be done by your city tn reduce the fee on large installations. i,i, present we have 444 employees in our existing location, therefore, we would appreciate anything ,you can do for us in regard to the 50¢ per month per employee service charge. Our calculations indicate that our first year of operation in Tigard would cost us as follows: Connection fee lat water closet $ 250 Connection fee 104 water cl,)sets '4 $75 ea. 70800 Connecti.cn fie floor drains 20 9 . 100 ea. 2,000 10,050 Monthly Cee 500 per employee 41111• x 12 mos. 2,6§4 014 Our plane have not been finalized and I feel there is a possibility of a-)nro-i— mately an additional 20 floor drains which, of curse, would bring this figure up considerably. Very truly ,yours, Yyer Re s. REH:ih Superintendent of New Construction January 31, 1968 Xr. Ralph F- liull.man Superintendent of New Conatruction Farmers Insurance Group 4680 Wilshire Boulevard Los AngAles, California 90054 Dear Ralph: -- This is in response to your Letter of January 23, 1968 concerning the sewer connection fees. I thin&. Ralph, we may have a slight misunderstanding. The City of Vig,ard sewer connection fee is "constant" . The c;onnectici fee for an office type of building is $250 40 ger firmt water closet and $75,.00 fox each additional. water closet. 1i addition, the connection fees also includes a fee of $1.00 . 00 for a floor drain which transports wager to the J sewer. The area where a sla.aht problem exists is in the sewer service charge which is levied on a monthly basis to the sewer user. The present rate calls for offices and ;ommercial buildings to pay the equivalent of about $.50 per mouth per employee . In the came of your building I cunsider this fee to be quite high and a chanq-� will have to be made, prior to your occupancy, to provide a mor?►_ equitable rate. I hope this clears up the fee aspect , if additional information is needed please: do not he+3i.tate in calling on me. I enjoyed very much our meeting, and .look forward to wc_xing with you on this very major project. Sincerely, Robert Logan City Adminiat.ritor RRL/dl FARMERS INSURANCE GROUP FARMERS INSURANCE EXCHANGE TRUCK INSURANCE EXCHANGE (11'-wee't)e©ffces FIRE INSURANCE EXCHANGE AID-CENTURY INSURANCE CDMPANY 4060 WILSHIRE BOULEVARD FARMERS NEW WORLD LOS ANGELES 84,CALIE LIFE INSURANCE COMPANY January 23, 1968 JAN2� lQ�� rlrV OF rjQARO Mr. Hobert K. Logan City Administrator City of Tigard 12120 S. W. Maid Street Tig,:rrd, Oreg n 97223 Dear Bob: It was sure ni.ce t7, get together with ,you and your associates. I enjoyed the brief i.iscuse on with bob [fill and Hugh 4A.1kensen, Chief of 'olicy and hope to get together i4 th all of you again in the near future. Bob, during cur dit3cussions y,.)u mentioned a connfction fee based on .;'")5o for the first, toilet and $75 for each addi- tional, w`Iich I am assuming includes slop sinks and floor sinks which,for our type of building, could amount to several thousand dollars in fees. Since returning to the Home Office, I hq,.re reviewed Mark .�hawrs report on his trip to the Northwest and his dis- cussions wW. you wherein i.,ie state9, "They have no rules for an office building such as ours, so they will negotiate this with us or an equitable basis". As a guideline in this .matter, I can only State that the City of Los Angeles charges $2 for permit issuirg fee and X1.30 each restroom fixture. This $1.30 also applies to slop sinks, floor sinks and similar type fixtures. May I please hear from you on this subject! Bary truly yours, R. E. Hulls :n Superintendent of Now R1:11:ih Construction ,-c Don Pretzinger M. K. Shaw January 5, 1968 Mr. John P,. Manning Operations Nanage.r -� ui.mtributiors Division Georgia-pacific Corporation Ccuur`orwealth Building Portland, Oregon 97204 Dear .john Thank yoia for .your .^ljeck for $590. 42 , In your letter the, question was ; the c; roz1c�,rn 14ised S xir� intratC which would corer reimbuxa�,�,��nt-. toF,�r n,�rs Irl$�a�ranr.;c Group and Pacific. Thcontract will. prcv:ije for r„i.mt urgement wher, Tact icer 1400 and 1600 connect tt.� the sewer Jy,�ste�m. The contract doer become a mat t.or of puhl.i.r record an you meention but the City : y no and tc) compel Payment when the lobs are sulci The City can +encl wii.lravide :y -� sewer service to thaap P , the contract, to (laxly 12aope this clarifies thitc;�tnines+s<a the amount a*, money is paid. I have asked the city Attorney tc prepare the c .,nt act and as soon as it in ready I will forward i t to yoll, \ / If there areadditional on rte. quest ;r,ns pletast ;;c not hessit.at.e f.n Sincerely, i , Robert K. ,09an C! try Administrator RXG/dl cc: Mr. lion Pretsinger/Farmerse Insurance Group ,I L . GEORGIA-PACIFIC CORPORATION COMMONWEALTH BUILDING . PORTLAND,OREGON 97204 TELEPHONE:222-5591 .TELETYPE 910-494-4702 AREA CODE.503•WESTERN UNION TELEX. 036-651 1MFMCA'S FIRST FAMILY OF FOPFST PROOLICT9 January 2, 1968 KL.-CEIVED JAN Mr, Robert K. Logan, r1TV of TIVRO City Administrator City of Tigard 12-+20 SW Main Street Tigard, Oregon 97223 Dear Mr. Logan: You will find enclosed our check in the amount of $590.42 payable to the City of Tigard as per the request contained in your letter of December 8, 1967. As expressed in your letter, now that the figures are agreeable to us, you will cause to have a contract drawn to provide for reimbursement when tax lots 1400 and 1600 connect to the sewer system. I understand that these contracts will be a matter of public record and that the lots in question will be sold subject to our right of reimbursement pro rata with Farmers Insurance Group. Very truly yours, John P. Manning �J Operations Manager Distribution Division JPM:pjo Enc. cc: Mr. Don Pretzinger/Farmers Insurance Group January Z, 19(,6 Arnot Colt Constructio►► Company I 5A9 SE 33ru Avenue Portland, Oregon Gentlemen: Enclosed is our check in the amount of $954.49 representinj- the 10% retai►►as•.c payable by Georgia Pacific Corporation pursuantt o your final payment request and our a;.rcement with Farmers Insurance. U'roup and the City of Tigard, Oregon. Very truly ,yours, J,Ihn P. Manning Operations Manager Distribution Division JPMtpjo I Inc. ccs Mr. Robert K. Logan Mr. Don PretsinRer December. 26, 1967 Arndt-Colt Construction Co. 5239 S.E. 33rd Avenue Portland, Uregon Rei: Farmers lasurance- CC9oY 7..a Pa.:ific Sewer a%ten3icn Gentlemen: we are enclosing a check from Tarmers Underwriters Assn. in the amount of $1, 326, 71. as their portion of the Final payment: on the above sewer. ' ` ne. Ara soon as we receive payment from Georgia-Pacific we will. forwatr,3 it to you. Very truly yours. Uor.i s Hartiq -- Ci k,i Recorder dh Enc. l LAI� ' VOUCMEMNO. ONTACN 6EFOW QQKWTINO AMOUNT aa Oel?) FARMERS INSURANCE GROUP SNARE OF COST INCURRED BY V - 25566 $ 885.64 CITY OF TIGARD FOR CONSTRUCTION OF SEWER SYSTEM TO ORG I A PACIFIC CORP. AN ) FARMERS INSURANCE GROUP. It� PROPERTIES. t i i elm The attached check It in lull wtltemaN of Itemc seems. No receipt required. It not correct return complete thud. FARMERS UNDERWRITERS ASSOCIATION NO X5401 co re tee 6.87 4w 62 '5 « LOS ANGELES. CALIF. 9004 EK-1 • 2 a a MEN FARMERS IN�SUP�ANGE GROUP FARMERS INSURANCE EXCHANGE TRUCK INSURANCE EXCHANGE �xacu(rU¢�fces FIRE INS[112ANCF. EXCHANGE MID-CENTURY INSURANCE COMPANY FARMERS NEW WORLD 4680 WILSHIRP BOULEVARD LIFE INSURANCE COMPANY LOS ANOELES,CALIR00054 TPLEPHONE:14131 041-1901 December 21, 1967 R 04«:,. Air. Robert K. Logan dFC9 � City Administrator QTY O ' City of Tigard F jl„ 12.420 S. .ti. Idain Street 1ir'1 Tigard, Oregon 97223 Dear Mr. Logan: r;ttached are two checks as requested in your letter of December 8: 1. City of Tigard �p 885.64 2. Arndt & Colt (This check was 1,326.71 computed as follows: ) Fina]- Cost 23,862.25 F;,rmers portion .60 14,317.35 Already Paid: #1 $6,733.77 h2 6,256.87 12,990.64 Payable now to Arndt & Colt $ 1,326.71 Please accept my apologies for the delay in payment. I don't have a valid excuse! Happy New Year. Ve tri ly y)ure, r z.. t 1� U:ih rk K. Shaw atta,:hs. Vice President & Controller I L December 8, 1967 � fir. John Manni ng Georgia Pacific Corporckta.on Commonwealth Building Portland, Oregon 97204 Dear: Mr. Manning Enclosed .is a tabulation of the final costs for the construction of the newer system to Georgia Pacific Corno.cation .and Farmers ta>surancea Group properties. rine tabulation .includes final construction costs as well as cost incurred by the City of Tigard in preparation of plans, surveys, er-c. In the: .lune payment , some confusion reegulte d ('•.re tc an error in addition. t have, therefore, shown, the correct payment-; which each compiny should have paid.. Tf a diffe:.ent amnnint was paid please correct I-our final payment accordingly to the Arndt and Colt Co.W%, Company. The payment due Arndt and Colt Constru- t.ion Company at this time is t0$ of the ronstruction cost w►,ich was retained. Farmers Insurance r... .. >r is Pacific Total Payment 01. $6 , 733.77 $4 ,489. 18 $11, 222.95 Payment #2 1 , 151 . 84 4 , 101 . 23 10,253.07 10� re!tr.ined 1,431 .74 954 . 49 X2,386.23 Total $1.4 , 317. 35 ;9 , 544 . 90 $23, 862.25 The cost incurred by the City of T"j card in this pro-)eat for surveying, preparations of plans and specifications, ingrection, and easement acquisitions ax.- as Shawn belnw,- Stevens , Thumps-n and Runyan $" 41 .00 Legal Fees , Freed Andex-on 14 . 00 arveying: .john Compton 449. 00 Engineering Dept. Cost , City Draftsman, 48 hrs. @$3. 00/hr. 144 .00 Engi:aee.r. , 85 hrs . @$4.50/hr. 382. 50 Tnoractor, 62 hrs. @$3. 50/hr. 217.00 1 _erials 85.00 1,!ileageti 232 miles @ 80/mile 18.56 Fasa9 ment preparation 25. 00 Total Costs inr urred by City of Tigaard. $1 ,476.06 page 2 Reimbursement to the City for the, above accts on the ac,reetd 60-40 b&sis is as follows : (a) Farmers insurance $095.64 (b) Georgia Pacific 590.42 $1,476 ,06 Your check would be greatly appreciated. ) Total project cost is, therefore: , $25 , 3119 . 91. According to our past conversations this corms ;,tnuld t)e distributed as shown below. Fa rmc s Insurance $7, 035. 13 J Tax Lot 1400 7,035.13 Tax Lot 1600 6,225. 79 Ceorgia Pacific 5,042.67 (� a'otal Cost of Projoct $23,339,91 I UIt seems that I may have goofed, and a contrrct to ccv(-r re-- imbursement from Tax Lots 1400 and 1600 has not T�eyc,r, signed. If the above figures are agreeable to you I w! 11 have the contracL drawn to provide for reimbursement.. These monies -could be paid to you on a 60-40 basis at- the time the property connects t-) the sewer system. If there are any additional questir.)ns p1nase Jo not hesitate in calling on me, since, e*y Yl Ro ert K. Logan City Administrator RKL/dl Enclosure TIGARD, OREGON Following please find ESTIMATE NO. _ Final_ of work done and material furnished by -,endt 4M_Colt_C4pWf&r4A #ttjCM ._ - - - _ _ _ under contract with the City of Tigard, for the construction of E%.. r1 s'_:,_Iu�w Xtc•n,3iryr Clearing & Grubbing, Lump Sum at $ _ _ - _ - _ - _343"�-•00- TRENCH EXCAVATION AND BACKFILL: _ .aV7 Lin.Ft. , 0- ($ Ft. Deep at $ _ .3 a. 3 _ - r _ 4,a2U-2a Lin.Ft. , 6- 8 Ft. Deep at $ _ - - � - _ 3 405 Lin.Ft., 8- 10 Ft. Deep at $ _ _ _ �• � 3 - - :.2.2-7Ja _ -32(L Lin.Ft., 10- 12 Ft. Deep at S _ _4.75- Lin.Ft., 12- 14 Ft. Deep at 3 _ _ _ Ii _ _ ._ 42.2 04 -EA402, 400.00 16 Ft. weep 2, 400.00 Lin.Ft. - _ _ _ Inch Sewer at Lin.Ft. _ , _ Inch Sewer at - _ _ - _ Lin.Ft. _ - Inch Sewer at - _ _ _ Lin.Ft. 4 Inch House Sewer at - SEWER FITTINGS _ Z _ _ Ea., X!A, fL_ Inch on _IL Inch at _ _ (L -3V_a U. Eao, Inch on Inch at - - _ Ea., ,„ _ Inch on Inch at Atftp a WXt"n..1X4 at $ _ _194.50 &-., Manholes, Standard Frecact,',V/R xC at - - �1��,��1 - - -2, UD�Oa Z _ _ Ea,,, Manholes, Complete SrOp _ at _ _ _04 JL _Z _ _ Ea., _ _ Inch Manhole Stubs at _ _ _ Ea., Catchbasin Construction at $ _ _ _ _ Ea., Cleanout Construction at - .1oga_ Lin.Ft., ?fir A at J.40 - - - - 3�•�2 768 Cu.Yde,, , Gravel Backfill at $ _ 'i �R _ f�(02a0- Cu.Yds., Gravel .surfacing at $ $ Cu.Yde., Rock Excavation at 620 _ � 9219V, Pavement Removal & Replace, at a _ _ _ a.19u- _� 3ba.-0()L .. 5.6& TesLina at TOTAL Less 10% retained until completion Less Amount. Paid Estimate No's - -�_? - i 11.476.U2 AMOUNT DUE ON THIS ESTIMATE TIGARD, OREGON Following please find ESTIMATE NO, _1 rin:.t1_ of work done and mater:-'I furnished by -�Lxr�it �►t�i�-C'.,�t�:ex�ai�r�c.�tierri {�•_ _ _ _ _ - _ under contract with the ^i.ty of ,ragard, for the construction of � , •�z_I� r' .�;t, ;mss _ _ �, _ . .-� Clearing & Grubbing, Lump Sum a t 3 _ _ - TRENCH EXCAVATIO14 AND BACKFILL: _.1.,2J7. Lin.Ft., 0- ($ Ft. Deep at � _ _ _ 3_23. - - -4„4?.L).25 _ Lin.Ft. , 6- $ Ft. Deep at - - - - - - $ - _ _ - - - - !_4U5_ Lin.F't., u- 10 Ft. Deep at _32CL Lin.Ft., 10- 12 Ft. Deep at $ _ _ _ 5�5 $ _ - -1-,; 4.0 i+)9, - 4-72- Lin.Ft., 12- 14 Ft. Deep at 3 _ _ _ 3 _ _ _1_1 42Q x„04 S£'.v tl()pIljir 'tz*j4E' 16 Ft. Deep Z(1.C0 2,400.00 Lin.Ft. Inch Sewer at - _ _ - _ _ 3 _ _, _ _ r _ - - Lin.Ft. -_ _- Inch Sewer at _ - - - - _ 3 - - - _ - - - - - _ - _ L1n.Ft. _ _ - _ Inch Sewer at $ 51, _ ._. _ _ _ _ _ Lin.Ft. 4 Inch House Sewer at - - - - _ _ _ _ _ _ _ _ _ SEWER FITTINGS _ �►. _ _ Ea°, y.!A, fi._ Inch on Inch at _ _ .15. 0. _ _ _ _34A(.L Ea., _, Inch on Inch at li _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ea,. Inchtion _ Inch at $ _ _ _ _ _ _ $ - - - - 194.50 xx �#1; ft XJ; AMR at 192.50 3 - - - - - - - _ p _ Ea., Manholes, Standard Precaot,W/R `xC at3p(IjQ _ _ 2,Oil.y(1 Ea., Manholes. Complete DXOV _ at _ _!iD[L..OIL $ _ - -],yO1)p..U,;L Ea., _ _j0 _ Inch Manhole Stubs at $ _ _ 1OL.Dg- 3 Ea., Catchba81n Construction at $ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ea,., Cleonout Construction at at i _ _ _ _ �U �_ Lin.Ft., P—MaR �t� CAVA at $ - - - 0.40 $ - - _ - 835.2J _76_8 Cu.Yds,, Gravel Backfill at $ _ _ l.QO _. _.3,Q72dl. Cu.Yds., Gravel Surfacing at $ _ _ - _ _ _ i _ _ _ _ __ _ _ _ Cu.YYds., Rock Excavation at 3 _ _ _ _ _ _ _ _. - - - - _ _- 62071"IU% Pavement Removal & Replace.. at $ _ _ �.AQ _56! Teatinct at _43Q.-DI _ _ _ _ZA G...B(L TOTAL 3 23,862.25 Less 1(yY6 retained until completion 3 - _ - _(*_ _ _ 4 2 33 j_%j&2 .5 Less Amount Paid Estimate No 6.. 21.176.-0Z. AMOUNT DUE ON TRIS ESTIMATE __� 7L3 8 6.2 3 F low ILO— M i %,W mlo e) S�e.•c rI' f"u.�t;•. 7/ c IZI.-LI - 8. 1 AIL ' I Tc� - Cil.,,. CrNnn( i Via : Cii - ( I From: Sul, T,,-cT a Frm?d Ai v -rs-n I 'jn S u n m� i.na X701 n 00 Encs i.n--r no Inq inr.!- ; r(, 11 i nn In 1. :3 1 t"4 Da JL IN X L:a Wo t!, i,,C-PO r t 7/5/67 2"1 CDating Section of County Rd. Extra a r 1, 1:') Cr i P t I r, Project vanwry LUnralrAe Arndt & Colt Constr. Co. LocaL',Lon Na dif*­# ik'�' Labor :Include all. taxes, ins ura ace , U 1. at. at hours a4 F,rofit. aJ1r,wa.­,c,' EquipmGnT. , S M coat r .45 cu yd. 641.25 Frof-it I I lo',ia lice. The application of a seal coating to the section of 72nd Street effected by the installation of a 10" newel: line for Fanners Ineurance co. s.S.14. 67-3. Approx. 1425 Cu. "d. of material will be required. Resident !;ngine-ir Sioned for thi owner .__ S-: rjnr:,d for thc, Tile conttactor 's signaLute or his his acceptarce, of the jrir­-.,,-. fr,r th( 0,,ovc- o r wa t('r-L a I fir the C X C I Croak v r c, i ec t J June � , 1': O Kr. Joe bought Fought 4 Cu. Inc. 14255 S.W. 72nd Tigard, Uregcn, x-722 Dear lam•. Fought s Tranumitted herewith is a chr.ch for :175.00 from Georgi Pacific Company for the connection to the seurer of Georgia Pacific: Trucking Division located un S.W. 72nd Street. The City's a*w*::., connection. ;"ee totals ;.625. The contract bct•.m;jn FL,"ghL ant! i..mllany, -.xpj e.asway Dvvelop- munt Cumpany and city of Tiyaici provides for payment of 601, of the city 's connection tee to you. The above stated amount i€r 605; C,i Lhie �-onnec Lion :'ae. Sinc ovely, C ki'1 UL 'i`IGAIAU .tuLdlt Dugan UiLy AdaiinivLratoi rki id'h Nnr.1 cc/ Elmyr Arndt Ge�rg4.a Pacific co. 14410 S.W. 72nd Tigard, Oregon H. A. .Andersen 3427 1. :. Halsey Portland, OT egon June 1 j. , 1967 Mr. Elmer A ndt Georgia Pacific Co. 14,410 S.W. 72nri Ticai:d, Otegon, 97223 Dear U1mer. t This is i, follow-Up to our t:e1e1,2tc:ne c'nnvni:nat:i.nn con- cerning the sewer connoction r)f the Ger,rgia pacific -� Company Truckinq Division. In order to effectuate connection to the city sewer sy.;tnm r it will. be necespsAry that an application be filed at the City Hall. vie connection rate w�uIrl be $250. for � ! the first water closet and $75.00 for oach idlit.ional water closet and/or water coTryinc, floor Mrain . named on our canvereation, the connection fee payable to the City of Tigard at the time of connection ,o-)uld be $625. r1 This would be for five mater c:losetas and one wator bear- F_ catch basin. In akIlit_Lon n $10.00 Lnspec�t icon foo !�" and $2.00 permit fie is neceagarr . As I also tc►ent ic�n,a,', a ,antx4a1: t. with A„-. j,)e bought. and Mr. E. A. Andersen requires cc-nnec tox a to pzy up to 6", of the city's .:onnect.lon charge to Mr. Fuupht and r'.r. Anlf_a an. Based :)n the a'b,i-, r this •:7:-ald amount to y375.00. ', Check_ in th-vt amount ihoul,! L: 2 :Zai..ec t;n the City fc r Mr. Joe fought and r;r. H. A. Andersen. 2f tho.t.? Pte any juestion.s l t sane do not lies hate in calling on me. Sincerely, CITY OF Fober K. Logan City U ninistrator r It CC/ Mr. Joe Fought Mr. H. A. Andersen Jiang 14, 1967. Yr. Joe Fought Fought & Co. Inc. 1.4255 B.W. 72nd Tigard, oregon,97223 Dear Mr. roughtt The City of Tigard liar, race±vud an application from the Georgia Pacific Co. Trur}:ing Division to connoct to the s—z,ier system in the I.W. Bonita Industrial area. The city' - sower connection charge to Georgia Fac:if is C(:.. True• ing Division tL tal-:. ;E 2',. is bauea ulx-)n 5 water closets and one water Tarrying catch basin. In compliant with the contract-, };etwc..!n t-he City of Tigard and rou(jht and Co. and Expromsway Go. Inc., Georgia Paciric would lay to you $0371). It this is agreeable pl.onso ziyn the acknowledgment below :and return the carbon copy to the City of Tigard. sincerely, CM OF TI(;A",D �w Robert K. Logan City Administrator rklydh ACh2M1X-IX;ED D i Joe Fought or H. A. Anderson Date June S, 1967 Yearmers Insurance Co. - -71 TT - ly Blvd. Portland, Oregon, 97208 Dear tor. Pretzi.ngnr: T have enelosoe in estimate of work co- rieted by Arwt and Colt Construction Compan,,, t'hn n` 14RV. l_ Progress payment due as per your joint contract of 60% k--.d 40%: rrjr-•„ .- Trip, , -Ince C^mpany $6,733.77, Georgia- Pacific Corporation $4,489.18. - - i Vary truly yours, IIIS ` l�I CITY of "'ZGP,T'D 1 Yeit.h C. Thompson City f;n9ineor )tat:dh NMI 1 Tf(.;ARD, OREGON - - - - - - - - - Fo?.,owing please [ind ESTIMATE NO, Alof work done and materia! furnished by • Arndt & 07,)lt Construction-Crom0any _ _ _ _. _ _ _ _ _ _ _ _ _ _ _. _ _ _ •_ _ under contract with the City of Tigard, for the construction of Farmers Tneur.ante Sewer 67-3 Clearing & Grubbing, Lump Sum TRENCH EXCAVATION AND BACKFILL: - 75 Lin.Ft ,, 0- 6 Ft. Deep at 3.25 743.75 2:F2 Lin.Ft� , 6- 8 3.25 _ 754 .00 - - - _ Ft. Deep at $ _ _ _ jj _ _ aid Lin.Ft., u- 10 Ft. Deep at. $ 5.50 _ 2079.00 _. _ 175- Lin.Ft., 10- 12 Ft. Deep at 3 5.75 - 31006.23 _ 225 LiFt 12- 14 Fta Dee at $ 7.25 138 - 13A. Vt. 14- 16 Ft. �eep IT7(Tf ' _ 138M:010 - - - SEWER F111E, IN PLACL' Lin.Ft. Inch Sewer at _ _ _ - - - Lin.Ft. - - _ Inch Sewer at _ _ - _ Lin.Ft. _ - _ Inch Sewer at - _ - _ _ Lin.Ft. 4 Inch house Sewer at - SEWER FITTINGS: - - - - Ea., , Y� Inch on � Inch at Ea°, `, -r Inch on Inch at Ea,. �, __.._ Inch on Inch at Ea., One-eighth Bonds Inch at $ — _ _ Ea., Manholes, Standard Precast,'N/R xC at _ 2 Ea., Manholes, Complete -Drop_ at $ -Snf).no $ 11000.00- _ _ 1 _ - Ea., �10 _ _ Inch Manhole Stubs at -- 20_.00« $ _ _- 20.00_ r Ea., Catchbasin Construction at - 122314n.Ft., X0#fleet Drain at $ _- _ _ .40 _ - Cu.'lds:, , GravelBackfill at _ _ _ Cu.Yd3., Gravel Surfacing at Cu.Yds., Rock Excavation at Sq.Yds., Pavoment Removal & Replace„ at Credit for MH @ Ste 7 & 79 at u 194.50 194.5"_ TOTAL Less 107,6 retained until completion Less Amount Paid Estimate No's., AMOUNT DUE ON THIS ESTIMATE _ ~ $ 11,E 22.9, June S, 1967 ,john. r , *'„ -- .Zninc Operationrr Manager. �l GOOrgia Pacific- C,�r.p, Commonwealth n1iia. -� Portland, Oregon, 97204 Dear Nr. lla,mina: I have enclosed an estimat(I of work complytad by .irr.cit and Colt Cons r ,:i tpany - ,r the rnontli of May. I l _. Prc�gres9 p''V r„n t IUcl aeour or ��.. y joint c �n wract of 60;11 and 10%: Farmers Insurance Company $6,733.77, Caurgia- ._ Pacific Corporation $4,409.18. r ry truly yours, I CITY Or TIGARD Keith C. Thompson / City Engineer IRI kct t dh ! nc c 1 �r fr, Mav ?3, 1967 Keith V'OmPsan, Citv Nginer-r Ntv iin]1. 12420 S.W. 1•'ain T'ianrd. OreRon I Dear Sir: Thiq letter i.,, in regards to the nnnitnry sewer c:nnstr.uc_tion hoir.n done on 4,?d. 'wa(i Ave. .011th of the reorgin rnci fic pron. ertv covered by iJa.hinRton County permit V of T-5- 1-F,7. A held innpocti.on of the road in this area lhptq d14-losed that the surfacing in brenkinR up. outgidc- the trencL: nrca. W!+ feel. that thin hnm i)een caused by the construction of tbr­ newer vAich nn do11fit weakened the undisturbed portinn of the trench. We alno realize that this rand in traveled ay heavily ].oa(je.d trucks VO r.h hnve, more than likely, aided in thin breaking un of t')e surface. 71)erefore we feel that nlonp ­Ith rl,e *inrmr+i nr,ount of patchinR t'"t n sea] cont he nl.aced over the entire width of the rand for the length of the newer line in t' 1 nt 1 n . ie paved roni area. Thin will only tend to stobilizq the existing nurfacN, but will greatly_ minimize the re,iuired amount of maintenance. As n Rona exmmnle, please note the cnn�l tion of S.'J. 72nd Ave. Sout'i of the Prepent gewPr prninct ro Bonita �Ioad and on F-onita Road w, qt to the rump'nq gt.ntion just went of the rni.lrowd trncks. The,,a ronds ware finished >:irh n genl cunt AS parr of the completior of r. newer rroject nrnroximately one year ago. ;ince that Lime t"Pl a fins beer littli nr no maintenance required. T would anprecinte your confirmation of th,- abovL proposnl. if you have any further questions, phase c;ill thi. rfficv. ."ery truly yours KPI `TrNf,. CNIF.r, F1r1NETRTNG. DTVTc:T('T' by N. cicYi.nstry -- Civil Fngfneer MM-.1 r ....�. .n. — LLL,. W---7 T 2 V"_ /T i LT�2 0 8. - Exisatiin - MH I ...._-� -2,� -- — -20 `OM1 MH 2 - I Sta 0♦00 Sto I+50 Sta 4+55 - 10' 4 4 0' 1 € 3 U,. ° u — -- -� 3G' MH 3_ -� Ic, Sta 6+08 _ MH 4 Sta 9+23 p _ D ✓ N CY, �fanc9 L � w R N 30' I N S' LEGEND PROPERTY CORNER m + ° �° ----0-- OSHD MONUMENT 0 MH 5 "92 p� MANHOLE S t a 12 + 01 c� -__-..-- FENCE 1 _ -- — ciCfuyll4 1 D ah a — s j` -- -w ---- WATER LINE GAS LINE 0 c; w e % / P���P � ! EXISTING SANITARY SEWER �I o �, N �`�zp / PROPOSED SAN? TARY SEWER fA pN 1 I � o N � o+ / G 1 0 Z -c I > 1~- = o GEORGIA o a �� .9 ��GP A GRADE ANP ROUTE MH 7 TO MH6 4-b-67 K.C. T. PACIF IC LA a � CORPORATION a° o d, 0• LOWERED GPADE MH2 TO MH 7 3 -31-67 O.R.M. Z MH 9 S1a 14+0 4 + 78 ata 23+22--�, CIS"Y OF TIGARD �. 5 11 ENGINEERING DEPARTMENT NOTE SEE TYPICAL DETAILS PREPARED BY STEVEN;1, �-tcnce THOMPSON, RUNYAN 8 RIES, INC. FOR MANHOLES, BEDDING ETC *' —.—_--•.--- �--�.------_�_._ + �' pe Al 7 r , 0 F=ARMERS INSURANCE �— 25' 3b i- �a �\aria � / °w\` r � _ - M H_8 / M F 10 - r - Sta 20+ 22 °Q \ / Sta 26 +32 MH 7SSL 61 �, r Sta 17 + 57 � , � �0 1011 MH Stub W/ Plug � • `� n� SCALE I"= 100 JOB NO r_ R - DATE 2 Mar 67 M H Stub a -- r'` MH Plug 25 - - DESIGNED K C T DRAWN I CHECKED APPROVED r SHEET I OF I 0 I 2 3 4 S 6 7 - 9 10 11 12 13 ,4 15 16 17 18 19 20 21 22 23 24 25 26 - - -- ---- -- -- _ w-cm- 200 -- CA- --- _— 0 SZ 190 - o - -- --- - - -- --- -- --- - 190 -77 ISO Igo ,p -- --._..._- — .- _ — INI _ 11 _ _ _-- --- _ Y C - 8_ - ----- --- --- — -- — — --- - y - i;;;�_ — ----- ---- -- -- ---— ---- - -- — n c = ^ — _ _ _T -- -- -- - — -- -- - - W _ ILA (t.___-- �. Y awj M z H LL -- _ w I- w V -- 0. -- —_ > I-. D --- __ —__-_. --- ._. _ M IL LO m M J K W ,� -- — a - - — -- —_ - -- — - --- — -- -- -- - — - -- -- --.—_ _ -- _ — — — -— -- --- -- o — -- — — - -- --- - - - - 1160 Q W — ._-- --_-- _ _ _ _.— – _ mD p _._ ._- ._ —• - _-- —. ___._. _.--__ .-_—. ._—__ -—._ — —._ .— - --_.— _____-_ — —_.-- - —. .__— _ .._.__ __ —_ __ _.— __._ ode 150so - -- -- - - - -s: W4g. _- --- -- 140 140 �1 rr N1�� C r ��� PLATE 1-PLAN-PROFI!E D.P,R.A R.E. STANDARD FAF'I`1L:I'�;�1 1.IV�1n C:II.F 1 100• AOErR00r' VELLUM -MADE AND PRINTED IN U to A -Y (,� — EUGENE DOETZ13EN CO. pill _ r h 1 i r III Iil 1f I� tl t tlr 'rt rt�1 ti 111 t1T r1 tlt I) Ilr til t1t n II tlt Pit Pit rir til Iil Iil Iil III Iil ril lir it Iir Itl Pit 111 Itl I►I "'�_._.-- .►�..� � r - III >r � 11 1 I I 1 1 f l l 1 1 1 1 1 1 1 ) 1 1 1 ( 1 ( 1 Il 1 1 1 ( 1 1 1 I 2 3 4 5 E 7 A 9 10 11 12 J 1 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN •., THIS NOT ICW'TT IS DUE TO QUALITY OF THE ORIGINAL ��� �' DRAWING. OE 62 82 LLP 9z sz trz EZ ZZ 12 Oz 81 81 LI 91 SI VI C1 ZI 11 OI A 9 L 9 s r c z r'w'*1 nr �"� Irn inllllllllnlllulllullnt�hlnllll> rlr4rnlrtalrurlllllll���lllwlla„h►nlni�Inrtltrrtlrrulntrinrrlrl�Ilrnrllullu4turr111141dttulttnlitffh"tlmrltttfl"fdlltrlt►1111iii6 IIIII�ill1 wAIillImJrlrrlrrrrlrrrtllw�u�lul�lu�utluu�l1u11u1�uphut _ S - w-- 7 2 d 5Trie ---T'— - _ hfiH 42' / Exjtltinq- -- - H- L. -- 2 I 20 MH 2 --- Sto 0100 Sto 1+ 50 S t a-4+S 3 - ---------- -- - -- _ Io' JITNE 24 92 -4 0' c �3� 412- --rt-- 30 Sto 6+08 ; MH 4 Sta 9+23 Pe ,011 ,-fence f /ol W `/ r• SSR<< 30' C ?o LEGEND 3/q PROPERTY CORNER /o ° ''° / - -- OSHD MONUMENT 0 MH 5 N 9 ."' Sta 12 + 01 c� ' -�- - MANHOLE Y FENCE - w -- WATER LINE ,o �► b,/ py --- a --_ GAS LINE EXISTING SANITARY SEWER 23 'Wo ki o N MT / O� PROPOSED SANITARY SEWER J � o� W p W c GEORGIA I m 4 I PACIFIC Y, L CORPORATION I o / j A GRADE AND ROUTE MH 7 TO MHS 4-9-67 K.0 T. Z LOWERED GRADE MH2 TO MH 7 3 -31-67 G R.M. o --� W MH 9 (L Z 6 Tae _ MH- 6 Sta 23-F22 'S Ste, 14+90 Sta 14 + 78 5 - ,/ CITY OF TIGARD s NOTE : SEE "TYPICAL DETAILS" PREPARED BY STEVENS, ENGINEERING DEPARTMENT fence / THOMPSON, RUNYAN 8 RIES, INC. FOR MANHOLES, -- -- - - - ----� o �' b"1 / BEDDING, ETC, —� ..4 - 25 r .s,w FARMERS INSURANCE 6,� tee, StHo 20+ 22 ° MH Ho 26 +32 SSL. 67 - 3 MH _7 ! b Sta 17 + 5 '� ! o� 1011 MH Stub W/ Plug , MH Stub �, SCf,LE 1 �= 100 - JO® NO. 673 _DATE 2 Mor 67 W/ Plug 29 ��� 1 ` DESIGNED K C T— DRAWN — CHECKED O ( 2 ' � APPROVED - - 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 SHEET ! OF I - -- - -- —a--- -- --- - --- -- —--- — - —---- -- W_ —— -- -- - --- 26 Cm - - — ---- - --- 200 Z --- ---' - - - ----- - ---- -- 0 1. _. AV- 1E 199 6 190 - -- -- __•_ - -- - - - - --- -- __- --- _ — -- - - - ---- - -- -- __- -- -- - -- - - -- _ — _— _ - - - IS - IA A 77 oor ISO 4_- - --- - -_ - ---$- --- _-. _ - --o�-- - - - -- -- -- - IGO LI -- - _ --- a>< -- - - - -- - -- -_ --- - - lin o - - -- --- -- -- -- -- - - --- - — o -- — -- - - _ --170 - ----- - --- --- - -- -- - -- W —_ __—. ..__-- r- -- - - -... —__ _ __ .. _.._ .._ T- t----_ _ .ti► - --- - -- _ w W 0 = 7 - ----_ - _.__ --. �1 11 11 -. 1 2' — -'-__ _.—_... ____-'-' — —_—_ ._ 170 ia t2 > o - - _.— —. — Cr — All -- — -- — -- -- - — _. — _—_ -- -= _j o i 160 - - ___ - - - -- -. _-..._ ---- ----- -... _- --- ---- - ---- - - _` -_ ------� --- - - -- --- O 160 13,, 0 c - CLz z -- - - ---- �, ____ -- - -- --- --- __ --_ — - -_- - --- --- - -- - - - --- - --- - ----- 150 - - --- - - -- - -- - - _ -- - ---- - --- ---_ -- _ - _ -_ - --- - _- - -- - - - . - _+ -- -- - -�r - ,��' - - 150 — IE ._T- - — - -- -140140 -.- ___- NZ dr _ aYwa4• .�...1wwu•-M '�•�,h.��r:r1s tivs. SEWER Pt.,h7. MAr IAM-PROFI:E 0.P.R.A R.E. STANDARD ry IO/y� R�.r"M.t OM VELLUM MADE AND 09IIIf+TED IN U.E.A. l7F •? 4 U39NE AIETZOEN CO. r .. c I 1 I X11/ - I�q I' 11 1 ti 11 1 t 111 f 1 I 1 1 1 I 11 I I (' I�+}111 i�1 111 (l1 11! ill '111jI II�1�1 III I'! II1 I (1 1 �'1 111 I f 1 I I I I I III , IlI,r ( I ` „ I I 11 I I I I I ( I I I I S I I I 1 1 1 ( 11` 11111111{fil'I�IIIIIIII11I,111.11I1 I 1 NOTE: IF THIS MICROFILMED - -�--- --h-- 2 3 4 5 6 r Ii �;` 10 DRAWING IS LESS CLEAR THAN THIS NOT IMI-IT IS DUE TO �� QUALITY OF THE ORIGINAL DRAWING. at 68 Re LZ Or w ►Z Ce - ZZ 12 OZ 61 91 LI �I 91 ♦1 �I ~ ZI t I 01 6 9 L 9 --- 9 ► � Z 1�►" •� � � 1u11U11{Illllllu�llll Ilwtllllll 1►Illunlnnlunlunluul11nl1n1111lnlult�nahuljuub�111u11�1mhuluil11111111+r�Ittf111tt�tttt41111111i111nl�ul111tu0ttui uli�utl{tt dull w. _ '.•- --•-....._. ....r._..,._ '-•-.011 ,•••-.• ._ -.. _ ,...._ _. .....- _ ... ...,h. � - APPROVED -uuJECTmnArFr, MAY..,.4 i FY AUlli.'CITY CITY OF TIGARD, OREGON 'tANITARY EN^INrrR SPECIAL SPFCIFICATIONS r, FOR SANITARY SEWER CONSTRUCTION For FARMERS INSURANCE COMPANY iS-01 GENERAL These Special Specificati^ns together with the attached Standard Technical Spec .fications for Sewer Work and th,-� plans (2 shee+.$) govern construction of a sanitary sewer extension to serve the Farmers Insurance Company and Georgia Pacific Corporation in Tigard, Oregon. The owner of the project will be Farmers Insurance Company end Georgia Pacific Corporation. Bids will be takei, by the owner, and construction -.war ' will be made by Farmers Insurance .'.:ompany and Georgia P,..ific Corporation, subject to review by the City of Tigard. Engineeri,ig, surveys, and inspectio., will be provided by the City Of Tigard. The City will revievt the bid.3 anel recommend a contract award Farmers Insuranc,_. Company and Georgia Pacific Corporation. The acceptability of the finished �,,,,)rk will be determined by the City of Tigard. SS- 02 RIGHT-OF-WAY A1ND PERMITS Tlie City of Tigard will secure temporary and permanent sewer easements for lands not owned by Georgi. Pacific or Farmers Insurance. Information will he available at the City Hall. The City has also secured a permit from the Oregon State Highway Department for the crossii g between Manholes 9 and 10. The permit i o•i file at the "`ity Hall, and bidder shall. comply with its provisions. The City will secure permits for construction in S. W. 72nd Avenue, .t (.-)unty Road. The successful bidder shall comply with the provision of the permit. If the permit has not been issued before bids are received, bidders shall be responsible for deterrnining, in advance, the County's requi cement s. 63-P-220-27 SS-01 The success'ul bidder shall coordinate his work between Manholes 9 and 10 with the State Highway Department and the highway contractor(s). SS-03 RESTORATION OF RIGHT-OF-WAY The contractor shall restore the right-of-way to its original con- dition to the greatest extent practicable unless greater requirements are imposed by the County, State, or owner, This includes not only the sur- face but also such improvements as may be affected by construction. Excess excavation shall be hauled away from the project and disposed in a manner satisfactory to the owner and the City. SS-04 TIME OF COMPLETION Each bidder shall naive the number of calendar days he requires from issuance of Notice to Proceed by the owner to the completion of the project. Time of completion is of essence to the contract, and in making the award, the owner will give consideration to the times named. SS-05 AMENDMENTS TO STANDARD TECHNICAL SPECIFICATIONS The Standard Technical Specifications for Sewer are amended as follows: SW-02. . . information regarding right-of-way is available from both the owner and the City. SW-04. . . all extra work will be negotiated by the owner and contractor. 9W -07. . . right-of-way permits will be secured by the owner and/or the City. SW-2.3. . . all manhole covers and frames shall be suitable for heavy traffic. SW-25. . . County and State requirements for granular backfill may supercede this Section. SW-26. . . County and State requirements for replacing pavements may superced-- this Section. 63-P-220-27 SS-02 SS-06 PAYMENT Payment will be based on Section SW-27 of the Standard Technical Specifications. For bidding purposes, the following quantities are esti- mated and unit prices shall be named. (1) 10--inch concrete sewer pipe: (a) 0 to 8 ft. depth . . . . 1217 lin. ft. (b) 8 to 10 ft. depth . . . . 395 lin. ft. (c) 10 to 12 ft. depth . . . 310 1i.n. ft. (d) 12 to 14 ft. depth 470 lin. ft. (e) 14 to 16 ft. depth 240 lin, ft. (2) Glass B bedding . . . . 2632 lin. ft. (3) Select backfill . . . . 780 cu. yd. (4) Asphaltic_ c-)ncrete surfacing . . . . 620 lin. ft. (5) Type A manholes 6 each (6) Type B manholes (outside drop) . . . . 2 each (7) Type D manhole (shallow) 2 each (8) 6-inch tee with plug . . . . 1 each (9) 10-inch stubout . . . . 1 each (10) 6-inch stubout 1 each (1 1 ) Testing 2632 lin. ft. (12) Miscellaneous and cleanup . . . . xxxx lump sure SS-07 GUARANTEE All items of material, equipment, and workmanship shall be! guaran- teed against mechanical, structural, or other defect.3 for which the contractor is responsible that may develop or become evident within a. period of one year from and after acceptance of the work by the owner. Such guarantees shall include care of backfilling of ditches or at structures should the fill settle to such extent as to require refilling or resurfacing roadway surfa'-es to re- store the original or intended condition or grade. This guarantee shall be u iderstood to implyprompt attention to any remedy of such defects as those mentioned above if and as they occur after the contractor shall have written notice of their existence. If the defect is of such nature a3 to de-nand im- mediate repair, the owner shall have the right to make them anu i.e cost thereof shall be borne by the contractor. 63-P- 21,0-27 SS-03 To support the above guarantees the contractor's performance bond shall remain in full force and effect for one year following the acceptance of the project by the owner. The bond shall be executed by a surety com- pany authorized to do business within the State of Oregon and it shall be subject to the approval of the attorney for the owner. In addition to the above requirements, the contractor shall make his own determination as to the amount of the maintenance bond which will be required by any corporation or agency granting a permit for work to be done under these plans and specifications. Such bonds shall be in addition to that required by the owner as indicated above. 63-P-220-2i SS-04 STANDARD TECHNik .-.L SPECIFICATIONS F 0'-t SEWER WORK SW-01 GENERAL The specifications contained herein and in conjunction with the applicable requ'rements of other parts of the specifications, the plans and addenda, if issued, shall govern the character and quality of material, equipment and "construction procedures for sewer work. SW-02 RIGHT-OF-WAY The owner will provide the necessary right-of-way or easements for the work. Information regarding the width, status, and special condi- tions attached to right-of-way or easements can be obtained from the owner in advance of the date when bids are received; the contractor shall confine his operations to the designated areas and observe all restrictions. Spe- cial occupancy and use of the streets are subject to and limited by permit from the proper officials, which must be obtained , -,fore the streets are obstructed in any way. Reasonable occupancy and use will be supported by the engineer's certification if necessary. SW-03 SURVEY MONUMENTS AND PROPERTY CORNERS At various points throughout the work, excavati-)n may be expected to disturb existing survey monuments and property corners. It shall be the responsibility of the contractor to locate and reference these markers ahead of his operations and restore them properly and correctly all at no expense to the owner. The engineer will supply information relative to the approximate locations of monuments and corners but final responsibility for location, referencing and restoration shall rest with the contractor. SW-04 INTERFERENCES AND OBSTRUCTIONS The drawings show the location of existing sewers, water mains, and other utilities adjacent to the lines of sewer construction. These data have been compiled from the best available sources, but are to be used for informational purposes only anc! accuracy is not guaranteed. The contrac- tor shall make excavations and borings ahead of his work where necessary to determine the exact location of underground pipes or other features which might interfere with construction. He shall support and protect pipes or SW-01 other services where they cross the trenc'�-, and shall be responsible for all damages incidental to interruptions of service that may be due to his operations. At certain places power, light, and telephone poles may interfere with excavation and the operation of the contractor's equipment. Necessary arrangements shall be made with utility companies for moving or maintaining such poles. The utility company affected by any such inter- ferences shall be notified thereof so that the necessary moving or proper care of poles and appurtenances may have appropriate attention. If it is necessary for the contractor to incur expense because of such overhead utility lines (other than those incidental to bracing of poles or the incon- venience of handling tools or equipment in the vicinity of such facilities, for which no extra payment will be allowed), he shall receive extra compensa- tion therefor after such work has been ordered by the engineer in accordance with the standard provisions for ''extra work''. Should the area in which construction takes place be served by rural mail carrier service, the contractor shall cooperate with the mail service and temporarily install, in a convenient location, rural ma.il boxes which must be removed or blocked b,• construction operations. As soon as the work is completed all mail boxes removed shall. be replaced undamaged in their original location. No extra payment will be made for work incidental. to .removing, temporarily relocating and replacing mailboxes. All costs resulting from any other interferences and obstructions, or the replacement of such, whether or not herein specifically mentioned shall be included and absorbed in the unit prices of his bid. SW-05 TRAFFIC MAINTENANCE AND PROTECTION The work shall be done under a program which shall have the approval of the engineer and create a minimuin of interruption or inconvenience to pedestrian and vehicular traffic. All arrangements to care for such traffic shall be the contractor's respon.-+ibility and shall be made at his expense. Except with the special permi.ssion of the owner riot more than one street intersection shall be closed to traffic at any one time. The contractor shall notify the police and fire department having jurisdiction of the closing and opening of streets. On streets where traffic is heavy, the engineer may require the construction of two-way bridges of adequate design; they shall be provided with guard rails and shall be well lighted at all times. Detours as required by the engineer shall be surfaced with gravel or crushed rock and maintained in good condition. Detours for pedestrians shall not exceed one block in length, and foot bridges over the trenches shall be provided with adequate handrails. All work shall be carried on with dne regard for safety to the public. Open trenches shall be provided with barricades of a type that can be seen SW-02 at. a reasonable distance, and at night they shall be distinctly indicated by adequately placed lights. Safety instructions received from the engineer or owner shall be ob:7erved, but the following of such instructions shall in no way relieve the contractor of his responsibility or liability should any acci- dent or loss occur as the result of his construction operations. All expense involved in the maintenance of traffic, detours, bridges, etc. , shall be borne by the c-nti actor and the amount thereof shall be absorbed in the unit prices of his bid. SW-06 PRIVATE ROADS AND DRIVEWAYS Bridges at entrances to business properties where vehicular traffic is necessary shall be provided and maintained, they shall be adequate in width and strength for the service required. No private road or driveway r.zay be closed without the approval of the engineer unless written authority h�_ s been given by the owner whose property has been affected. All expense involved in providing for construction, maintenance, and use of private roads or driveways, etc. , shall be borne by the contrac- tor and the amount thereof absorbed in the unit prices of his bid. SW-07 COUNTY ROADS AND STATE HIGHWAYS Where a sewer is to be constructed wholly or partly upon the right- of-way of a County, Public Road, or State Highway, the owner will procure from the proper County or State official any right-of-way permit necessary for such work, but the contractor shall obtain all construction permits and pay all fees or charges and furnish a bond if necessary to insure that all requirements of the County or State will be observed and the roadway and ditches restored to their original condition or one equally satisfactory. A copy of all permits shall be kept on the work for use of the engineer and all requirements of County and/or State authorities shall be as strictly observed as though they were fully stated herein. SW-08 RAILROAD UNDERCROSSINGS Whenever a sewer passes under a railroad or is on a railroad com- pany right-of-way, the work to be done shall be subject to the approval of proper officials of the railroad involved. Plans and specifications will be filed with the railroad concerned, prior to the time of bidding but it is the responsibility of the contractor to determine for himself at the time of bid- ding the requirements of the railroad with respect to maintaining traffic, amounts of insurance, and allowable construction procedures. All costs due to the existence of the track and the requirements of the railroads shall be covered by the price bid in the contractor's proposal. SW-03 SW-09 CLEARING AND GRUBBING The contractor shall do all clear4ng and grubbing necessary in the construction of the sewers and the cost thereof shall be absorbed in the unit prices of his bid. SW- 10 CUTTING PAVEMENT, SIDEWALKS, CURBS AND GRAVEL SURFACES Pavement or other street surfaces shall be cut only to the minimum width which will permit the proper excavation and bracing of the trench. Sidewalke generally shall be removed to regular lines and squares but, where practicable, removal may be avoided by tunneling. Where possible the cut- ting of curbs shall also be avoided by the use of tunnels. Where the bid prices provide payment for cutting and replacing pavement, sidewalks or curbs, if in order to minimize surface disturbance and traffic interference, the contractor elects to use the cut and tunnel method, he shall be allowed the same full measurement as though all material had been removed. Wherever old pavement is encountered, at any depth, below an exist- ing wearing surface no extra payment will be made for work incidental to cutting or removal of such pavement. It is the responsibility of the contrac- tor to ascertain for himself the conditions which exist with regard to old pavements or wearing surfaces and all costs due to their existence shall be absorbed in the unit price of his bid. SW- 11 LANDSCAPED AREAS In any portion of the line crossing private property or landscaped areas, the contractor shall excavate the top soil separately, and pile it on the opposite side of the trench from the subsoil, and shall conduct his work in a manner that will replace original conditions as nearly as practicable. The contractor shall remove and r.eplac- any trees, shrubs, phints or sod that cannot be preserved by construction of short tunnels. All shrubs or plants shall be balled by experienced men, carefully handled anti kept watered, and replaced in their original positions without. damage. Scut shall be handled in a similar manner. Wherever it cannot be saved and restored, the ground must be reseeded and cared for until a stand of grass is re- established, all at t',e expense of the contractor. Plants or shrubs killed or destroyed must be paid for by the contractor. It is the intent of this paragraph that the contractor shall not meet unreasonable demands of the property owners, but shall leave the surface and planting in substantially the same condition as before the work is undertaken. SW-04 SW-1Z TRENCH EXCAVATION a. General. The sewers shall be laid in continuous open trench except, that, i' n special locations, short tunnels or the cut and tunnel method of excavation may be used either under specific instructions of the engineer or at the insistence of the contractor with approval by the engineer. The engineer may require the use of tunnels to pass obstructions or to minimize traffic interference. The contractor shall not tear up a street or excavate any trench until he has on hand all lumber, pipe and other material, and all equipment necessary for the rapid completion of the sewer therein. Except with spe- cial permission from the engineer to do so, not more than five hundred (500) feet of trench shall be opened in advance of the completed sewer. Trenches shall be excavated to lines and grades as staked, with a maximum width at the top or crown. of the pipe not to exceed the nominal inside diameter of the pipe plus 2 feet. In the event the contractor should over-excavate in width or depth he shall provide select bedding (Class A or B) for the full length of the over-excavation all at no expense to the owner. The minimum trench width shall be adequate to permit proper laying of pipe and making joints .and to allow for suitable inspection. Excavated material shall be piled at the side of the trench where it Will give the best protection for the work and minimize interference with traffic. Space shall be allowed for a man to walk and work between the edge of the trench and the toe of the slopes of the spoil piles. b. Classification of Excavation. Ur_less specified in the Special Provisions and/or indicated otherwise by the proposal, there will be no classification of excavated materials and the term ''excavation'' shall in- clude all materials excavated or removed regardless of the type, charac- ter, composition or condition of the material so excavated, and shall further include all debris, junk, .,roken concrete and all other materials within the excavation limits. c. Excavation Below Grade. If the bottom of the trench at grade is in unstable material, the engineer may order Class A or B bedding .and if extra depth of bedding is ordered, payment will be made as specified in Section SW-27. Excavation below grade which is made inadvertently or without authority shall be restored to grade by backfilling with Class A or B bedding at the expense of the contractor. d. Wet Excavation. The trench at all times shall lie kept free from water and so fac'.1itate fine grading, the proper laying and joining of pipe, and prevention of damage to completed joints. Adequate pumping equipment SW-05 shall be provided to handle and dispose of the water without damage to adjacent property. Water in the trench shall riot be allowed to flow through the pipe whale construction work is in progress unless special permission to do so has been given by the engineer. An adequate screen shall be pro- vided to prevent the entrance of objectionable material into the sewer. The contractor shall ascertain to his own satisfaction the extent to which water may occur, the nature of the material in which it will appear, and the extent to which such occurrence of water shall affect his bid. All. costs to the contractor for pumping or otherwise dewatering the trench shall. be absorbed in the unit prices of his bid. No extra of any nature will be allowed by reason of water fround in the trench excavation or that may enter such excavation as ruo.off from storms. SW- 13 TUNNELS IN LIEU OF OPEN TRENCH The cut and tunnel method may be used only where ground conditions are favorable and approved by the engineer. The open cut between tunnels shall be not les: than 10 feet .long. Tunnels shall not be narrower than the width of the trench, and shall allow at least two (Z) feet of clearance over the top of the- bells of the pipe at the midpoint between cuts from the roof slopes upwards therefrom to tunnel ends at a rate of approximately three (3) inches per foot to facilitate the proper placement of the backfill and in- spection. of the work.. In no case shall a tunnel cover a wye branch unless specifically- approved by the erigineer. The trench bottom in tunnels must be accurately shaped and graded and methods shall be adopted to place and join pi.pes with results equivalent to those obtained in open trenches. Special tools must be provided and u.aed to place and tamp backfill, and the opening around and over the pipe must be completely filled with well-compacted material. If the nature of the excavated material is such that it cannot be readily u ompacted, the contractor shall, at his own expense, furnish and place bank-r--an sand or gravel in the tunnel backfill.. SW- 14 BLASTING Excavation which rF-quirr 9 the use of explosives shall be carried out in strict conformance to all local and state laws pertinent to this type of work. All shots shall be covered by suitable mats, backfilling and/or such other precautions as may be necessary for protection of life and property. The contractor shall be held responsible for all. accidents and/or damages caused by blasting operations. No blasting shall be carried on without an experienced supervisor and a representat-Ne of the engineer at each site where blasting is in progress. SW-06 SW- 15 SHEETING AND BRACING The contractor shall furnish, place, and maintain such sheeting and bracing as may be required to support the sides of the trench and prevent any movement therein which might damage or delay the work or cause injury to street surface or adjacent property, and as necessary to provide full safety for workmen and the public. If, in the opinion of the engineer, any timbering is inadequate, he may order additional supports which Aust be furnished and placed, but compliance with such orders or failure of the engineer to give them shall not release the contractor from, his responsibility in respect to the adequate maintenance of trenches. If necessary to preserve a suitable grade for the pipe, the trench shall be solid-sheeted with interlock- ing sheeting which shall be driven far enough below grade to prevent the in- flow of material from outside the trench lines. Transverse bulkheads may also be required to prevent movement along the line of the trench. Unless expressly ordered by the engineer, the contractor shall remove all timber from the trench before or during the backfilling operations. If, in the opinion of the engineer, the safety of the street, sewer, public utilities, or private property requires that any portion of the timber be left in the trench, the engineer shall so u_der in writing, and shall designate particularly what timber shall be left in place. Sheeting left in the trench shall be cut off about two feet below the surface of the ground. Lumber left in the trench on written order of the engineer, and only such, shall. be paid for under the appropriate item of the contra.-t price schedule. Any timbering left, in tunnel shall be at the option of the contractor and no payment will be made therefor. SW- 16 SEWER GRADE AND ALIGNMENT At intervals of not greater than fifty (50) feet the engineer will set grade hubs or other suitable markers Ln an offset line and shall furnish the contractor with their elevations and the corresponding sewer invert eleva- tion at such points. Should the contractor or his employees cause or allow removal of stakes or marks, their replacement shall, be at the contractor's expense. Wherever work is in progress, the contractor shall have instru- ments if required and other facilities for setting of batter boards or other construction guides from the Line and grade stakes given by the engineer. lie also shall have in his employ a man who is qualified to use such instru- ments and who shall have the duty and responsibility of placing and main- taining such construction guides. Such employee shall be available as an assistant to the engineer when called upon to give lines and grades where work is under way. Add:it:-nal help for the engineer may be required and shall be furnished upon request. When such assistance is requiredand is requested by the engineer, it will be paid for tinder the terms of "extra inork". SW-07 The method of transferring grades from the offset hubs to the sewer pipe shall be subject to approval of the engineer, If batterboards are used, they shall be at least 1"x4" supported on 2"x4" stakes or approved metal rods and shall be placed every 25 feet. At least 3 boards must be in place at any given time to facilitate checking of line and grade. Both line and grade shall be checked for each piece of pipe laid, except at tunnels where methods which are acceptable to the engineer shall be used to carry forward line and grade. SW-17 SEWER PIPE a. General. Pipe used for sewers shall. be of the type and strength designated on the plans, or in the proposal and to the extent therein specified or shown shall conform to the appropriate specifications in this section. Measurementfor payment: shall be as defined in Section SW-27. b, Concrete and Cla. Pte, Where conr.:rete or clay pipe is specified it shall conform to the following applicable specifications: A. S. T. M. Spec. CZOO for "Extra Strength Clay Pipe"; A. S. T. M. Spec. C14 for "Extra Strength Concrete Sewer Pipe"; A. S. T. M. Spec. C76 for "Reinforced Concrete Culvert, Storm Drain and Sewer Pipe" of the class spec:if.ied elsewhere herein. c. Asbestos-Cement Pike, (1) Non-pressure pipe, Where asbestos-cement non-pressure pipe is called for on the plans it shall conform to ASTM Specifi- cation C•-428- 59T. Class 1500 shall. be used only where trench dept's is less than twel•,,e feet and Class 2400 shall be used where trench depth exceedc. twelve feet unless higher class pipe is re- quired by the pians or spec&cations, (2) Pressurc. pipe. Where asbestos-cement pressure pipe is called for on the p.lar.s it shall cot;form to ASTM Specification C296- 59T All fittings shall be cast iron, d. Cast Iron Pipe. All. cast iron pipe shall conform to Federal Specification WW-P-421b and ASA Specification A21. 6 and, unless other- V,'i- r, riesignated, sl� ill be Type II or Type III, Class 150, cement-lined and seal coated. All fittings, unless otherwise specified, shall be short- body, mechanical-,point cast iron conforming to ASA Specifications A21. 10 and A21. 11. SW-08 SW- 18 JOINTS FOR SEWER PIPE All sewer pipe, regardlesE of size and/or service, shall have a rubber gasket closure of a design specifically for the pipe being; used. Rubber gaskets for jointing concrete sewer pipe shall be "O" ring or ring conforming to ASTM Specification C-443-60T. Rubber gaskets for asbestos-cement sewer pipe shall meet the requirement of ASTM Specifi- cation D- 1869-61 T. SW-19 PIPE LAYING All pipe shall be laid with Class C-Standard Beddi.ng unless other- wise indicated on the plans or ordered by the engineer. Class A-Concrete Bedding and Class B-Special Bedding, if required, and Class C-Standard Bedding shall be installed as indicated on the plans. Measurement for pay- ment shall be as defined in Section SW-27. With Class C-Standard Bedding, the pipe shall be supported for at least the bottom 90' and throughout its length (except for the minimum dis- tance necessary at bell holes) by undisturbed trench material or by its equivalent which may be provided by tamped or water-settled material. of suitable character in which the excavation is then made to secure the re- quired support. The fide grading of the trench bottom to provide standard bedding shall. be done by hand tools, using lines, straight edges, and tem- plates to providA as uniform support for the pipe as reasonably can be oht Inc-. Tl,e fine grading generally shall be done about ten feet ahead ,)f the pipe laying. For bell. and spigot pipe, the bell holes shall be ade- quate to permit making the joint, but no larger than necessary so that maximum support on undisturbed ground will be provided for the pipe. Each section of pipe shall be handled carefully and placed accurately; the spigot end shall be inserted to the full depth of the bell and properly sup- ported to insure true alignment and an invert which is smooth and free from roughness or irregularity as nearly as this is practicable to attain. The ends of each pipe shall be checked for line and grade. When perfectly aligned, the pipe shall be supported by placing sufficient backfill material alongside and carefully tamping it into place. At the close of a day's work the end of the pipe shall be closed by a tight-fitting stopper. SW-20 BRANCHES Branches are defined as either Y's or T's. Branches shall be placed where indicated on the plans or ordered by the engineer. Before be- ing lowered into the trench these fittings shall be inspected to see that they are sound and that the branch is properly formed. Wherever practi- cal, branches shall be placed with an angle of approximately 450 upward from the horizontal. Where the corresponding house connection is not to SW-09 i, be laid immediately, the branch shall be closed with a stopper of the same material as that of the pipe. The stopper shall be wired in place and the joint shall be of the same material as for the sewer. If any branch is placed when, an inspector is not present, the foreman in charge shall place a stake and see that: it is maintained to mark the location of such branch until the proper record has been made by the engineer or his inspector. Branches on asbestcs-ce:iner_t pipe shall be manufactured specially for the pipe used. Where c ist irc.n bolt-on branch conr.ert:ions are used, the pipe shall be cut and +.he branch connection bolted or. with bronze bolts in accordance with instructions of the manufacturer. SW-21 HOUSE CONNECTIONS House connections, where required lat. v 'ae plans or ordered by the engineer, shall be of the size desigrna.t.ed, and laid to the grade designated by the engineer. The l,w_.se L.,orLj.ect;'.on will. tie laid appre.ximat:el.y to the property line. The terminus of the house co.n.nectyon shall be sealed with a stopper in a manner s:imi'.a.r '.o that req,,ired for the branch. Bends ma.y be required to obtain the required elt- a,fdor. of the house service at its terminus. These bends will be paid for under they appropriate items of the proposal. The, termin j.= ,i "�� ,:. .� . onnect:.ion shall be perrnanentl.y marked by means of a 1" x 2" �taki tnar.�td "Y" or "T" and driven into undisturbed ground immediately ad,;.,( r.t, to the end of the trench and firmly attached to the house connection stopper by means of a galvanized wlre. Inasmuch as the t:-,I;al lzriea..l feere. c,�f sewer pipe reqi.ired for house connections will not generally bt- known unt.il the pr(-,, e,ct is completed, the :amount given in the prcpv,�al. ,hall. be con, rlered as a b-isia for com- parison of bids only and any de.l.ev.r, , (,r addit w deyf.red by the owner shall he permitted under the terms of : .,t,-,n.r. -.-i d aft payment made therefor shall be in accorda.nc:e \r. c ippropr_ ,te. ilnit pricw .L:!.rned in the prupoual for the work. SW-22 CONNECTION'S TO EXlST?NG Sf WERS Connections to existing sewers and str, rf.,,re=9 shall be made i), a workmanlike man_T,er, they shall be tight and s),:a.lI have smooth fleaw sur- faces and curves Pavment witl by made fc r -,(.h cc,r.nections according to the bid price l., the a.ppropriat.e ;tem of lite prol - J al. and if there is no specific item in the prnprsal to c,ier ronr:.ct tip: ,, to existing -sewers the cost thereof shall be absorbed i-n the, lrio,t,ti l,- it. prices rf the bid. SW- 10 SW-23 MANHOLES AND CLEAN OUTS a. Ceneral. Standard manholes shall be of the form and dimen- sions shown by the detail e-.:.ept that such minor modificatione may be made as will meet the approval of the engineer. Should the ::oritractor be equipped with special forms for making concrete manholes which may differ only slightly in pattern from those detailed, permissior will be given to use such {orrr s. However, in all cases cones with ore flat side will be required. Monolithic concrete manholes may be ,used or manholes may be made with precast rings of a type approved by the engineer. The result- ing manhole shall be watertight and equal in quality for the service intended as moi.()lithic concrete construction. The bottom of each manhole shall be carefully formed, the curves of tributary sewers made as easy as porsible. All concrete shall be 3000 psi. Xhen precast concrete rings are used, each ring shall be not in mortar. The joints sl.all be completely packed with mortar consisting of one part cement and two parts mason sand and of a consistency which will not run. The inside shall be troweled or rubbed smooth. The base shall be concrete poured to an elevation at least one inch higher than the top of the largest pipe. The manhole shall include genuine wrought iron steps as detailed on the plans. Payment for n,:%nholeE will be as defined in Section SW-27. b. Drop Manholes. Where indicated on the plans, drop manholes Oiall be constructed. Extreme care shall be used in the backfilling of Cie trench and the drop to prevent breakage or settlement of the, riser and inlet pipe. c. Manhole Covers. Frames and coversfor manholes and similar appurtenances if they are to be used under street-traffic conditions shall be of cast-iron and suitable for heavy traffic. They shall conform in weight and dimensions to the general requirements of the plans and other- wise be equivalent to those commonly used in city streets where traffic nnat,, be heavy. Light weight, sidewalk type manhole covers and frames may be used where street traffic v-111 not be encountered or where per- mitted by the plans. Contact surfaces between frames and covers shall be machined to provide a uniform contact surface. Water-tight manhole fra nes and covers shall be used where called for on the plans or ordered by the engineer. The covers for traffic and suburban manholes shall not have more than two vent holes. SW_11 d. Clean Outs. Where indicated on the plans or ordered by the engineer, clean nuts shall be constructed as detailed on the plans. The riser pipe shall be encased in concrete and shall be capped with a cover supported on the concrete encasement. SW-24 BACKFILLING Backfilling around the pipe and ,for one foot above it: shall be of earth, sand, or fire material, free from stones or hard lumps. It shall be carefully and thoroughly tamped in layers -lot exceeding six (6) inches deep so that. the fill is fully compacted for the entire width of the trench. The remainder of the backfill shall then 'be water- settled by depositing the material. in a trench partly filled with water, or jetting with water after backfilling. If the material. is of a nature not capable of proper compaction with water, it shall be machine-•t,,npe3 in layers not. to exceed one foot in thickness. If none of the above metl,.ods aru, appl:i.c: bl.e, due to moisture or other conditions, the engineer may, permit the: use of random backfilling after cocnpletivn of precover. In this eve6t the contractor will be required to promptly place such bark ruse sand or gravel and/or crushed rock as necessary tc maintain the street surfaces until resurfacing has been accom- plished. Resurfacing will. not: be permitted where random backfill has been placed itrtil sufficient t7me has been allowed for trench. settlement. ThF, maximum size cf stone: ;shall. not exceed twelve (12) inches in any dimensinr. Broken bituminov.s pa-tivrnent will not be permitted in the backfill.. In unimproved areas surplus material free of stones or foreign material derived fr••m excavation shag be t-oatly piled In a ridge above the trench. In. streets h are open to tray,,l c,r in other imp:-oved areae the surplus material ?hall be ha,:led away as it =.s excavated •and :ltepused of as the cont..ra�Aor at his olvYi expen9r., shall arrange. Any° costa of hauling, moving, storing or rehandling mater'.a1. -after excava.ti.on and prior to back- filling shall be borne by the c�ant.r a"tr;r, Improper backfill rperati.oras or fiil.ii-v tv, fcl.t.,,w the inrtructions of the engineer as to backfill procedures shall be ,' �stifi, at.ion for stopping the work. SW-25 BANK-RUN GRAVEL AND SAND Bank-run gravel for use in harkfill.irg, when required by the en- gineer, shall come f.re-n approved sources. It .shalt contain less than t per cent material that would be retained on ..a screen with two (2)-111c:h round opening,,-. (onc- half (1./2)-.inch where. acbestos.•,.r.ment pipe :is utied) and scrt ening may be required by tliv fa .g�nrer to remove over-;;7e rocks. It shall be well graded with at lea,,t :•iatficie-t lines to fill the veids and to SW- 12 facilitate compaction by the use of water. The use of well-graded sand in lieu of grave: for backfilling may be permitted in some instances. SW-26 REPLACING PAVEMENTS, SIDEWALKS, ETC. Where hard surface pavement has been cut, the contractor shall either provide and maintain a temporary surface of gravel or maintain a plank surface across these cuts from the time the backfilling is done until the pavement is replaced. Plank shall not be less than three (3) inch material, shall be cut to fit, and be laid flush with the pavement surface on a thoroughly compacted bed of backfilled material. All pavement cuts shall be replaced with a minimum of two inches of asphaltic concrete unless otherwise specified. New materials shall be used and the finished repair shall be satisfactory to the engineer. In the case of gravel surfacing, the original material may be used if suitable for the purpose. It is the intention of these specifications that all roadways 9hali be restored to a satisfactory wearing surface. Any pavement or roadway si,rfacing not immediately over or adjacent to the trench, which is disturbed or damaged as the result of operations of the contractor shall be repaired or replaced by the contractor at his own expense and to the satisfaction of the engineer. Sidewalks, curbing, pipe from street inlets, drains, and other existing improvements which are disturbed or damaged shall be replaced properly and in such manner as to serve as satisfactorily as in their original condition. If. damage to existing facilities is not promptly re- paired by the contractcr, the owner may repair the (lamage and charge all costs to the contractor. The cutting and replacement of street surfacing shall be paid for in an amount which shall be based on the length actually cut along the centerline of the sewer. Payment for gravel or sand required as a base for the pavement shall lie included in the unit price bid for the pavement. Sidewalk cutting and repair shall be paid for in the same manner, with additional allowances for squaring out the blocks if this is required. Pay- ment for cutting and replacing curbs shall be the total length cut. If the trench crosses the curbing diagonally the measurement will also be the diagonal distance. Measurement for payment shall be as specified in Section SW-27. The contractor shall be responsible for the replaced pavement for a period of one (1) year and should it fail due to poor workmanship or materials or settlement of the backfill under the replaced pavement, he shall make repairs at his expense as require-! b.r the owner. SW- 13 SW-27 MEASUREMENT FOR PAYMENT a. Sewer Pipe. For ail sizes of pipe, payment shall be made on the basis of the horizontal distance for the various depths and classifica- tions of pipe as shown in the proposal. The horizontal measurement shall apply for gradients up to S = 0.2500 and shall be from center to center of manholes. For gradients greater than S = 0. 2500, the basis for payment shall be along the actual slope distance. The unit price shall include all excavation, pipe, installation, and backfill for Class C - Standard Bedding. b. House Service Pipe. House service pipe shall be measured from the center of tho main sewer to its 'erminus and shall include the laying length of all beads or fittings. All special fittings shall be paid for as separate items as indicated in the proposal. c. Sidewalks. All sidewalks that are cut and replaced shall. be paid for on a square footage basis that shall include the trench width and the area replaced to square the sidewalk to the existing modules or as required by the engineer. The payment shall include the subbase and concrete in a finished condition. d. Curbs. The payment for cutting and replacing curbs shall be limited to flue trench width as defined in subsection (f). II the trench crosses the curbing diagonally, the measurement will also be the diagonal distance. e. Bedding. Class A and Class B bedding shall be paid on a hori- zontal lineal foot basis and shall include the additional excavation and select backfill material that exceeds Class C-Standard Bedding. f. Exca-ation and Bedding Below Class A or Class B Bedding If the trench bottom is unstable below the depth required for Class A or Class B Bedding, the engineer may require additional excavation and select bedding material. The additional material shall be paid for on a cubic yard basis computed by multiplying together three quantities, namely: (1) the horizontal length of trench to which the select bedding is added, (2) the pay width of the trench for the particular size of pipe being laid, the pay width being the nominal inside diameter of the pipe plus two feet, and (3) a constant depth beiu%�, the limits of Class A or Class B Bedding as specified by the engineer for the particular section of trench. The ,snit price shall include the additional excavation. g. Select Backfill. If the engineer orders select backfill material to be placed in the trench section, the basis of payment shall be o-.i a cubic yard basis computed by multiplying together three quantities, narnely: SW- 14 (1) the horizontal length of trench to which the select back- iill is added, (2) the pay width of the trench, as defined above, and (3) a constant depth as specified by the engineer. The unit price shall include the removal of excess backfill ma' trial. h. Surfacing. (1) Asphaltic concrete surfacing shall meet the re4- irements of the Oregon State Highway Department Specifications for Class B or Class C Asphaltic Concrete. The unit price shall include the base course and leveling course of the depths indi- cated elsewhere in these specifications. The measurement for payment shall be per lineal foot along the trench when the pavement is placed for pipe sizes from 4-inch to 12-inch. Appropriate bid items for pipe larger than 12-inch will appear in the Proposal or be defined elsewhere in these specifications. (2) Gravel surfacing replacement where called for on the plans or in the proposal, shall be measured and payment made per lineal foot along the trench and shall include the base course and leveling course of the depth indicated elsewhere in these specifications. i. Manholes. (1) Type A stands rd manholes shall be measured and payment made based on the depth indicated in the proposal as standard depth plus extra payment on an excess depth basis. If a s .and- ard depth is not indicated in the proposal, the manhole shall be paid for as a completed unit. The unit price ehall contain the concrete base, channel(s), barrel sections, steps, and frame and cover as a completed unit. (2) Drop manholes shall be paid for as Type B manholes and shall include all drops, fittings, steel reinforcement, extra excavation and concrete required to complete the manhole as detailed and shown on the plans. (3) Cleanouts shall be paid for as a completed unit for the various sizes of pipes as indicated in the proposal and shall i;iclu3e the fittings, concrete encasem+-nt, frame and cover. SW- 15 J. Testing. If an infiltration test is selected, there will be no payment made to the contractor. Where in the opinion of the engineer an exfiltration test is necessary the pipe shall be tested either by the water or air method and the contractor will be paid on a lineal foot basis under the appropriate bid item in the Proposal. Payment for testing shall include water, air testing equipment, retesting if necessary, and all other incidental cost. Payment for either method of exfiltration testing will be based on the length of main sewer pipe tested and measurement for payment shall not include the length of any side sewers included in the test section. SW-28 TESTS OF WORKMANSHIP a. General. All pipes selected by the engineer shall be subject to an infiltration and/or exfiltration test. The type of test (either infiltration or exfiltration) shall be determined by the engineer, but the method of test- ing (either water or air)'will be optional for the contractor. Payment for testing will be as defined in Section SW-27. b. Infiltration Test. In those areas which, in the opinion of the engi- neer, the water table is high enough to subject the pipe to r satisfactory infiltration test, it is not anticipated that an exfiltration test will be required. For the infiltration test tr, maximum allowable limit of leakage shall be the same as the maximum allowable leakage for water exfiltration as stated below. There will be no allowance for external hydrostatic head. c. Exfiltration Test (using water). On completion of a section of sewer between manholes or otherwise the engineer will require that the ends be bulkheaded and the pipe subjected to a hydrostatic pressure produced by a head of water at a depth not to exceed 20 feet above the lower invert of the sewer under test at its higher end. Generally ,All testing is to be conducted after backfilling and prior to resurfacing and insofar as possible after house connections are made. The lengths of house connections known to be included in the section under test shall be included in the computations to determine the allowable leakage for the test section. A minimum head of 4 feet of water above the invert at the upper end of the test section shall be maintained for a period of four (4) hours during which time it will be presumed that full absorption of the pipe body has taken place and thereafter for further period of one (1) hour for the actual SW- 16 test of leakage. During this ore hour period the measured loss shall not exceed the rate given in the following i,,rmula: E = 0. 004DL E = Allowable leakage in gallons per hour D = Nominal inside diameter of pipe in inches L = Length of pipe being tested in feet The above listed leakage rates will also be applied to infiltration from ground water and infiltration or exfiltration in greater amounts than shown in the table will be cause for rejection of the sewer and all .epairo necessary to meet these requirements and/or retesting will be at the ex- pense of the contractor In submitting a proposal for this work the contractor agrees tha, the leakage allowances indicated above are fair and practicable and that he guarantees to secure these results. The maximum le.,g'h of sewer for the above allowable leakage test shall be the distance between consecutive manholes. Any section of sewer between any two manholes that does not meet the above requirements shall be rejected and the contractor at his awn expense shall make necessary repairs to the sewer to meet tie requirements. d. Exfiltration Test (using air). The contractor shall furnish all faciliti( s and personnel for conduct- ing the test under the observation of the engineers. The equipment and per- sonnel shall be subject to the approval of the engineers. The contractor may desire to make an air test prior to backfilling for his own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. All wyes, tees, or end of side sewer stubs shall be plugged with flexible-joint caps, or acceptable alternate, securely fastened to withstand the internal tesi pressures. Such plugs or caps shall be readily removable, # and their removal shall provide a socket suitable for making a flexible- jointed lateral connection of extension. The first section of pipe not less than 300 feet in length installed by each cre shall be tested in order to quality the crew and/or material. Successful installation of this section shall be prerequisite to further pipe installation of said crew. SW- 17 Immediately following the pipe cleaning, the pipe :installation shall be tested with low-pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4. 0 pounds per square inch greater than the average back pressure of ary ground water that may submerge the pipe. At ].east two minutes shall be allowed for temperature stabilization before proceeding further. The pipeline shall be considered acceptable, when tested at an average pressure of 3. 0 pounds per square ;.nch greater than the average back pressure of any ground water that may submerge the pipe, if: (1) the total rate of air loss from any section tested in its entirety between manhole and cleanout structures does not exceed 2. 0 cubic feet per minute, or, (2) the section under test does not lose ..L'r at a rate greater than 0. 0030 cubic feet per minute per square foot of internal pipe surface. The requirements of this specification shall be considered satis- fied if the time required in seconds for the pressure to decrease from 3. 5 to 2. 5 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe is not less than. that com- puted by the above requirements, If the pipe installation fails to meet these regvire.ments, the con- tractor shall determine at his own expenso the source or sources of leak- age, and he shall repair (if the extent and type of repairs proposed by the contractor appear reas:,rable to the ergireer) or replace all defective materials or workmanship. The c,omple.ted p`.pe installation shall meet the requirements of this test, or the a.lternat.ve water exfiltration test. before being considered acceptable. SAFETY Braces shall. be required to hold a l.1 p.lugsj I- place and to prevent the sudden release r)f the compressed a;r. Due t�, f..(l large forces that could be exerted by an escaping pbig dur°r.g ttie iestirg of the rdpe. no workmen shall be allowed .ir the mar-holo- i.n wh:rJi pl,gs 'Iive been laced. Also the contractor's testing equipment shall be arrarged in such a manner that a pressure relief device w.11 prohibit the pressure in the pipe line from reaching 10 p. s. i. SW-29 CLEAN UP a. General. During the time t3hat the work is i^ progress the con- tractor shall make every effort to ma 'rtain the site in a re it and orderly condition. All refuse, broker p;.pe. exres4 Ull material, cribbing, etc. , shall be removed as soon as pra tica.b.le. Should the work not be main- tained in a satisfactory condition the ergi ,err may cause the work to stop until the "clean-up" portion of the work h.ri bfo- -, done +o the satisfaction of the owner and/or engineer. SW_18 etMMUKA�MWWMWAMI b. Sewers. The contractor shall flush and clean all sewers. All sand, debris, mortar, and foreign material shall be removed from the sewers and manholes, prior to any testing or final inspection. c. Final Inspection. The work will not be considered completed or the final payment certificate issued until all rubbish, unused material or equipment shall have been removed and the premises le°t 'n a condition satisfactory to the owner and the engineer. SW- 19 '?.iy 2, 1967 rnorgia Pacific rnrperati.on Cnmrx)rr4P31th Buitding Fortladld, Oregon, 97204 %ttentionv Mr. John Q. Manning : perations H&nng.+r ristribut ion O{1.1 s inn �.agaL Air. . Mannina a Viri City :)f Tigard it satisfied with the bid received on thn project 1cn(r,ste as the rarmegr.� Insurance Sewer Extension and concurs favorably with the contract being made with low bidder, Arndt-Colt Construction Company, for Please contact tho city, an soon a.a the contract hi,l bean awarded as to the construction date, mo than we can have thm project staked. Vo y truly yours, C TTY OF T IGARD Keith C. Thompson City Engineer MTadh Washington Cour.by Cc,u.rt: lioutu .iillaotu, jregon Dear 4u; We orc %.nclu4,; .nD IV-) acPL" u,C -}1: lana and specification of the 01ITic �s Iris,urance Co4!a rAy 'Sower for youx inspection anTrm-i---4 ; rmt "w:ii W.k,c ta;..an out as soon az we receive blarJ forma. y truly yours, CITY Or TIGA:U) �'�-// I:eith C. �hor son City i,nyineer kelt i dh r i *'- 1, 19(" oreann Stnto Smnf tart' Avthnr.i.ty rt�1t� nf�'''re. T+t�f 1Ai.nr x:t.IPtr,,', rR,r;on l;r.:lh.l RnF`I�S rmcl.oged ror yotir ronvi.dorntion are two enpion r-t "..ht� .rr nns nnc'l fnr r-^rmArr 2nriiir1no-r-., 07-mrnny rcr,m- . Viet prnio.%rt if, hAi.ng d^)na }n.• rar►nr.re xnmurmnee and rnrrhrvtf.on, tdth the City respnnsibie fnr +..h^ rr,s �n^r,Arttr,n. Cr,r,etr�Ar*' �n �,r11.t MA.LMj$*t hn fRorn ssq rnp-gihl m, ,,-v� It rl,P^rr tbe)t it will he Arse 1n• sond roi.t Cnnst:rv•ccti.rn,. rr thi^ FrnJort !t%rl free to cortmr_C 1,1P. very t:r��'�• �•nttrr�, CITY Or TTnATM Fv itb C. Thomrv,,r City Entt4 npnr IQC'!'a Ah T FARMERS INSU NCE GROUP FARMERS INSURANCE EXCHANGE TRUCK INSURANCE EXCHANGE FIRE INSURANCE EXCHANGE MID-CENTURY INSURANCE COMPANY F A R M E R S NEW W O R I D LIFE INSURANCE COMPANY HOM,OFFICt.«,ANM.,C.L VOINIA FARMERS INSURANCE GROUP R111010NAL OFFIGIR 1705 N. 9.NAHM 01.M P.O, BOX 3134 • P0IFITIL AND. OMOON 072Oe April 27, 1967 Mr. John P. Manning Operations Manager Distribution Division Georgia-Pacific Corporation Commonwealth Building Portland, Oregon 97204 Dear Mr. Manning: We concur In your proposal to award the contract for the construction of the sewer involving our Joint properties (City of Tigard Plan SSL 67-3) to the Arndt-Colt Construc- tlon Company. We believe Arndt-Colt Constrwetion Company should furnish the usual performance bond to protect both the Georgia-Pacific Corporation and the Farmers Underwriters Association. Arndt-Colt Construction Company ihould furnish us with a copy of this bond as soon as possibly+ as ot,r attorney would like to review it before we sign the contract. Incidentally, the proper title for our company in this project is, Farmers Underwriters Association. Any contracts should use this title. Handling progress paymwnts if the project exgeWs beyond 30 days, should be handled on a 60-40 basis as you suggested. We are very anxious to gat this construction under way and If we can be of any assistance In expediting it, please let ase know. Very truly yours, Don Pretzinger DP/mm Regional Manager cc: R. K. Logan Amdt-Colt Construction Co. a ' GEORGIA-PACIFIC CORPORATION �1 COMMONWEALTH OUILOING - PORTLAND,OREGON 07204 TELEPHONE: 222-556. -TELETYPE 910-464-4702 AREA COO! 503 •WESTERN UNION TELEX 03E-651 AMERICA'S FIRST FAMILY GF FORFSt PRODUCTS April 25, 1967 Mr. R. K. Logan City Administrator City of Tigard 12420 SW Main Street Tigard, Oregon 97223 Dear Mr. Logan: Pursuant to our telephone conversation of this day, you will find enclosed photocopies of each of the bids on sewer con- struction in the vicinity of our property in Tigard. I am enclo- sing also photocopies to Mr. Pretzinger for his information. You will notice that the low bid is $23,912.75 made by the firm of Arndt-Colt Construction Company and since this is the low bid and compares favorably with our estimate of $25,000, we propose to enter into a contract with them. I would like to hear from Mr. Pretzinger as to whether this course of action is satis- factory to his company. I will discuss the matter with our. Legal Department and assume that Georgia-Pacific and Farmers In3urance Group will enter into a -joint contract with the firm of Arndt- Colt. I will surmise at this point that Arndt-Colt will then invoice respective companies for progress payments on the agreed upon precentages of 60-40. From a timing stand point, it would be most appropriate that we button this up as soon as possible now that the weather has dried up and road construction is underway. Very trul yours, John P. Manning .� Operations Manager e Distribution Division JPM/p-jo Enc. cc: Mr. Don Pretzinger I ^r-7 5 ivArs ..—;. :5th Street Portlane, Oregon `j`nj,. •� •.• :f•�,�n.•r., .,..o sur convc�c��,tir.+n cdncerr,ins ;r.�,Vr.�r c?Tt i.Ce t.. -i -, !.x ope;:ty owned by you acne Mr. . Joe Fought to t1le v tc:in..ty of > .','. 92n. Street in Tigard. cn 1.hr phone# t l^`rr Axe of-1 rex i-nn tx l_;r lrov - nwnr-arate C i rOVICing seuc-rr t4 your Frcpertica . ThevrA tmvolvet •. ^rtion of _ ,..,..L,. .,_, t,,,, i�,� �.e t� ')r4.r(7 "c, the -c line tr .•,-,,,.. r r,-,l- _ cy. ilr--.-✓n Mt yor+r ,rroportion- -t- -h3r", tntml Greig^ Dery^d wIII hm ItviA,d l.nto the ^til. c•-,at , Yet: -ate a}•provtmat0l' 21 . 3 acr. -, in tbA two t _I:ertiet ane th-- aPrroximate c,o t -A-11-1 be ?•"•, 500. I should mention thio "mount of money dr,eA note need to be rti! Until. Actual ':.o t:hc- city aewar system. 2. Wi�.vn connection is .'rade to the. City sewer aysatair, a c,.nua:.tion charge bark' on toilet3 arid,/or indost,r iat water uN a !v let iee. '!nnn0Ct i,- is 251 . for the± f!: .-;t -,•Yatnr cl ngs.t. nn ' 7". .nI f-).r each a9ciitL�n•ai . Haavy industr.t.al. intor jrnrn connnr.t a nn charges are negotiates° . The money rc ' l ,-rt A r•rrm the connection fees is t`sed tc retire hondle whl.rh purchased the. 3 urger facil !.gimp, rttr_h vn the s4;vaSn trestrAnt Plaint, rural' stntione ani! Taiga 4nter.ceptorm. In addition to the normal city cnnnectinn ch ,rge, a con!:xact with :qtr„ Joe R,ught and H. A. Andtsrn --� `r,vi.i �� that 60% of t;ie city 's c.crsnGction char%e can to c-11 ^ctel to off- set the cost to :.:.ling the rewer Into that area. Th+..-1 is also paid at the. time cf connection to thn sinw ,r r; j-f.sm. Final ly there is a month)y sewer evert ice charge wh.4 ch ie L-aaod on the number of employeou or water consumption. r To: Mr. Win 3ivers page 2 April 25, 1967 1 hope this answers your questions concerning charges and if there are ad(ii;.ionai questions, please feel free to call on me. out Lhat thela iE some urgcncy to the matter of ul:,ta.Lnj.ng L:r, aremcnt frow you due to the fact a crossing of the Tigard-Beaverton Expressway is necessary to avoid completion z ­Av ttias of the hic"hway.. Thank you for your cooperation in thio matte sincerely, CITY or TZpaw-.; CiLy A&t►"n.1.3"_ra'L.0i Zl/J INCORPORATED 1601 N.C.COLUM■IA OLVD. ROAD CONSTRUCTION PORTLAND,ORtOON 97911 GENERAL CONTRACTOR \ � PNONC 209-8656 April. 21, 1967 Farmers Insurance Co. and Georgia Pacific Corp. Equitable Dld g. Portland, Oregon Dear Sir: Atten: Mr. John Llanning We herewith submit, our bid for the construction of the sanitary sewer near Tigard, Oregon and to be done according, to the plans and specifications which we received from your offi0e. Our total bid for this construction is Q 34,038.30, of whioh. an itiemiaed breakdown is attached. This bid inol•ides the cost of insurance and bond as required. If awarded the contract, we could start work irmnediately. Thank you for being given the opportunity of submitting a bid. Very truly yours, , i 'Tj Enol. Pre dent JMA1b 1 ' n INCORPORATED ROAD CONSTRUCTION 1601 N.t.DOLUM6IA •LVD. GENERAL CONTRACTOR PORTLAND,OREGON 97711 PMONL AB9-516• Farmers Insurance Co. & Georgia Pacific Corp. Sanitary Suer Job Bid Opening& April 21, 1967 Itemised Bide Quantity Unit Bid Tote.l # 1 10" Concrete Sewer Pipe �a� 0 - 81 Depth. 1,217 lin ft. 0 5.50 3 (6, ' 3.50 b 81 - 101 " 395 " " 6.40 2, 28,00 (c) 101 - 121 " 10 " " 7.20 2,232.00 (d) 121 - 141 " 470 n n 8.10 3,807.00 (e) 141 - 161 " 240 " " 9,00 2,16o.00 Total Item If 1 $ 17,4w 650 # 2 Class B Bedding 2,6 ? '_�.a ft. 1.00 2,632.00 #� 3 Select Baokfill - 780 ou yds 8.00 6,240.00 4 Asphaltio Concrete Surfacing 620 lin ft. 2.80 1,736.00 4f 5 Type A Manholes 6 Each 350.00 2,100.00 # 6 'type B Manholes 2 " 500.00 1,000.00 # 7 Type D Manholes .2 " 300.00 600.00 # 8 6" Tee with Plug 1 " 19.00 19.00 # 9 10" Stubout 1 " 21.00 21.00 # 10 6" Stubout 1 " 17.00 17.00 # 11 Testing 2,632 lin ft. 0.40 1,052.80 # 12 Miso, Cleanup Lump Bum 10200.00 1,?00.00 Total* 0 34,038.30 i� WILLIAM DEPPEI.,JIEIER L► j RESIDENTIAL 6 COMMERCIA WATER LINE 6 ` SEWER LINE CONSTRUCI;JV4 1 TRENCHING I ROUTE 1, BOX 534, OREGON CITY, OREGON K TELEPHONE 656-9566 PROPOSAL API:ij 18" TOs Farmer's Insurance Company and Georgia Pacific Company i I propose to furnish all materials and perform all labor necessary to complete the following: 10—inch S&nitery Sewer Lines on 72nd (Private Prop. & State Hi-way Crosaing) Plus Miscellaneous (manholes, etc. ) i A21 wcrk•will he done to meet t!ae specitications of City of Tigard, Stpte Highway, and Washington Colcunfiy., ,SLE—BACK SIDE FOR ITEMIZATION All of the above work to be completed in a substantial and workmanlike manner for the sum of 2131 20 Dollars Payments to be made each_ "�1 as the work progresses to the value of 90 per cent (_90 %) of all work completed. The elLtire amount of contract to be paid within__Thir4 _--days after completion. Any alteration %,r deviation from the above specifications involving extra cost of material or labor will only be executed upon written orders for same, and will become an extra charge over the sum mentioned in this contract. All agreements must be made in writing. Respectfully submitted, ACCEPTANCE You are hereby authorised to furnish all materials and labor required to complete the f work mentioned in the above proposal, for whichagree to pay the amount mentioned in said proposal, and according to the terms thereof. a (1) 10-inch concrete sewer pipet a. 0 to 8 ft, depth 1217 lin. ft. 0 5.00 6085-UO b. 8 to 10 ft. depth 395 lin. ft. 0 6.W 2 7 .UO c. 10 to 12 ft. depth 310 lin. ft. 0 6.Oo 1660.00 d .12 to 14 ft. depth 470 lin. ft. W 7.00 3290.00 e. 14 to 16 ft. depth 240 lin. ft. V 7.00 1680.00 (2) Class B bedding 2632 lin. ft. 0 .25 658.00 0) Select backfill 780 cu. yd. (d 3.00 2340.00 (4) Asphaltic concrete surfacing 620 lin. ft. 0 2.50 1550.00 (5) Type A manholes 6 ,ach 0 300.00 1800.00 k6) Type B manholes (outside drop) 2 each 0 450.00 900.00 (7) Type D manhole (shallow) 2 eaoh 0 20:).00 400.00 i (8) 6-inch tee Ytth plug 1 each a 15.00 15.00 M 10-iaich stubout 1 each 0 10.00 10.00 (10) 6-inch stubout 1 each 0 10.00 10.00 (11) Testing 2632 lin. ft. a .10 263.20 (12) Miscellaneous and cleanup lump sum 1000.00 i CUWLETION TIME, 30 working days after Job has been awarded. j Performance Bond will be furnished by Mansfield and Company (Agent+ Dave Lewis). � I t i LL 'l` Stevens, Thompson, Runyan 8i Ries, ine. L" Engineers/Planners PORTLAND, OREGON SEA7TLE, WASHINGTON 63-P-220-27 April 13, 1967 Mr. Pretxitlger Farrners Insurance Company 1785 N. E. Sandy Blvd. Portland, Oregon 97208 Dear Sir: On behalf of the City of Tigard. we are forwarding the enclosed plans and specifications for construction of a sanitary sewer lit. � to serve the Genrgia Pacific Corporation and the I, armers Insurance Company in Tigard, Oregon Very truly yours, STEVENS. THOMPSON. RUNYAN & RIES, INC. By: Gilbert R. Meige Senior. Associate G RIVi:1p Encls. cc - City Engineer City of Tigard REPLY TO'. 8805 8.C.MILSNAUKIE AVE. • PORT C'RIC! BOX 02201 - PORTLAND. OREGON 97202 • LHON[ (SO?) 234.071) Las Arndt Jim Colt MO 5-7939 PR 5-5130 ARNDT-COLT CONSTRUCTION CO. 5239 5. E. 33rd Ave. Portland 20 OrQgon 7 April 1967 Georgia Paci `ic Corporation Farmers Insurance Company Tigard, Oregon Gentlemen: We propose to furnish all materials and labor in accordance with the plans and specifications prepared by the City of Tigard (Plan SSL 67-3) for the total amount of $23,912.75. Attached to this proposal is a breakdown showing quantities slid unit prices. In the event that solid rock is encountered, a price for its removal will be negotiated by the Contractor and the Owners, or on a actual cost basis, whichever is the lowest. Yours truly, ATNDT-CO)ff CONSTRUCTION CO. J4 Colt JC/vc enclosure (1) r Lea Arndt MO 5-7939 Jim Colt PR 5-5130 ARNDT-COLT CONSTRUCTION CO. 5239 S. E. 33rd Ave. Portland,.2, Oregon GEORGIA PACIFIC FARMERS INSURANCE CO. JOB ITEMS UNIT 10" Concrete Pipe PRICE TOTAL 0' to 8' 1,217' 3.25 $3,95-51.25 8' to .10' 395 5150 2,172,50 10' to 12' 310' 5.75 1,782.50 12' to 14' 470' 7.25 3,407.50 14' to 16' 240' 10.00 2,400.00 Claes B. Bedding 2,632' .40 1,050.00 Special Backfill 780 C.Y. 4.00 3,120.00 Asphaltic Concrete 620' 3.00 1,86C.00 MH B. Drop 2 500.00 1,000.00 MH A 8 300.00 2,400.00 10" Stub Out 1 20.00 7.0.00 6" Tee w/Plug 1 15.00 15.00 Testing 11?0.00 Miscellaneous and Cleanup 300.00 TOTAL $23,912.75 p i I Stevens,Tliompson, Runyan 8t Ries, ine. Engineers/Planners PORTLAND, OREGON SEATTLE, WASHINGTON 63-P-220-27 March 31, 1967 Cite of Tigard Tigard, O -egon Re: Farmers Insurance Company Sanitary Sewer Extension Gentlemen: Enclosed herewith are 14 corrected pages SS-03 of the Special Specifications for the subject job. These have been revised as necessitated by lowering the sewer from Manhole 7 to Manhole 2 in order to i-rovide, service for a laboratory building to be con- structed by Georgia Pacific Corporation. By separate cover we are enclosing 10 revised plan and profile sheets to show the new depth of the sewer from Manhole 7 to Manhole 2, Very truly yours, STEVENS, THOMPSON, RUNYAN & RIES, INC. 13y; Gilbert R. Meigs Senior Associate GRM:lp Encls. REPLY TO, 19806 W t.MILWAUK1t AVE. - POST OMF'Ct MO%01961 • PORTLAND, ORt60N 07202 • PHONW (SOS) 254.077, ronin (.17111 (l COMMISSIr NERS i GLENN L. JACKSON. CHAIRMAN 11L WaropD KENNETH N. FRIDLEY, Mr•Mpep WASf0 IMkao.� {DAVIC B , SFORTL�NDof r STATE OF OREGON 5TAT't HIGHWAY DEPARTMENT SALEM 97310 March 29, 1967 City of Tigard C.i.l:y 1[,11.:1 7.it',ard, nr-e[;lIn AWDPMT PFI1MIT N0. 11567 Gentleman: As per your request through Highway District Maintenance Suporinte,iden•:, P. P. Huntley, PenrLit No. 1:1.507, issued you on March 9, 1967 to cover a newer line c.rossinf,, of t,ho Beaver ton-Tigard Highway at M.P. 7.1J..i., S ,ation. h71.+61, is hereby amended to provide for. a 1.011 jxtra Ctrength Conc.reto pjj)e in place of (,he 811 Class III Concrete pipe shown on the original permit. All other conditions and provisions of the original permit shall remain in full force and effect and apply to this amendment. M Very truly yours, i M Forrest Cooper Stato I11(rtwa,y 1!,ngineev John F. 1-Iagema"nn Asst. Director of PermS_ts JFH:3f cc: Bureau of Public Ruads Division I D. P. Huntley a1,1r GEORGIA-PACIFIC CORPORATION 'r CDMMONWEALTH BUILOING - PORTLANO,OREGON 97f'04 TELEPHONIF 222-6681 -TELETYPE. 910-464-4702 AREA CODE 603 -WESTERN UNION TELEX-. 038-B69 AMERICA'S FIRBf FAMILY OF FOREST PRODUCTS March 14, 1967 Mr. Robert K. Logan City Administrator City of Tigard 12420 SW Main Street Tigard, Oregon 97223 Dear Mr. Logan: This is to confirm to you receipt of your letter of March 3, 1.967 , and attachment enumerating the points of our meeting held February 24, 1967. This is to advise you that the provisions described have our approval. At the present time, I am forwarding to our Legal Department the Petition to annex to the City of Tigard for proper execution and return to you. We qre prepared to go out for bid and award the con- struction contract upon receipt of completed plans and specifi- cations from the City Engineer. Very truly yours, r John P. Manning Operations Manager Distribution Division JPM: lp cc: Mr- E. P. Arndt N1AR 5 1'J•:�' d � •�=° I �`� �� 5-0 r 40 i 710 - r 9/ � apt J- 3' 5 p� .1.1.L tIID[Nt DIIC1tat14 CO NO a75 ���' �~ 'rte l /• : : ; : A`©: . 1 ��, DDU" °' _} ; ' . Y ; les -4C 1'344 .� i t . . I I rrANE. 1311rznlPA [a No 17% r� FARMERS INSUI ANGE GROUP 1�1•�I? 1 ,��1 FARMERS INSURANCE EXCHANGE TRUCK INSURA'TCE EXCHANGE (�zecukue®ff ser FIRE INSURANCE EXCHANGE _..... MID-CENTURY INSURANCE COMPANY angio wnstttkt: fjout.Lvnkn FARMERS N' E W WORLD LOS ANG.S11CALIF. 90034. LIFE INSURANCE COMPANY 1 i irch 10, 1967 Mr. Robert K. Logan, City :'V ,aiidstr, for City of Tigard 12420 S. W. Main Utreet 'Ligard, Oregon 97223 Deal lir. Logan: The attached cony of a letter from our consulting civil engineers recommends a ten inch sewer line, rather than eight inch. When I talked to Don Pretzinger the other day I asked him to call you and give you ou:- views. vie are iaost concerned aWut the portion of the sewer under the freeway. If it is l.)ossible to use ten inches under the freeway even though it reduces to eight inch on the southwest side this might avoid future problems. I will call you next Tuesday and we can discuss this fur- ther. ry truly yours. rk I . Shaw :ih Vice Iresident US Controller 7,t,47 rr" � n f SHUIRMAN • ROGOWAY 8c ASSOCIATES I IN GI V II_ FNGINLER3 LAWNFh, I 1, q(H,UWAY ' I AI+PI+ILLI HA."OLUI March b , 1907 Mr. Ralph L . 11u11man Farmers Insurance Group 4680 Wilshire Boulevard Los Angeles , California 90054 Dear Mr. Millman : This will cmil' irm our telephone conversation toLlay relitiVC to sewer pipc sizes in connection with yollr proposed 111'VL' 101►- Ment in the Portland , Oregon ;Irea . kx1wricnce ill this areal IMS indicated ;In aVcragc sewage How of -Ipproxinlately 0 . 02 crs per arra with a peak clesjgII ractur ul* 3 , resull inl; March B, 1967 Mr. Mark x. Shaw Vice President & Controller Farmers Insurancq c'roux, A0 Wilshire Blvd. Ant-,ilia, California, opp� D" Dar Yr. Shaw: This iaa :in re,;ponaa to your letter of March 4, 1967, c :)ncerniny s:?,,ver service to your rroperty. I hoI^re by tn4tV ITT x-nrrre6yon'•I3 ?Pia' hs- roach"_!d tr117 4rr.t /'haft We rune t!r in th'y `,ax'.OQIJ 'provis Ions . rhe t=,�":al cost of the projecL, tJn which reimbursement w; c 1 be 1�3�to��, -4; i.i i rig:i ude t Atv ac t:ua►.l Cora t W r on- struction, jJus c,.>gcl1 ,nccr::gd in p!�,,jpalraatwzan t, lr ' ans, s irc t is ac: , Baa, i ntcper_t irin dii-r my r :)nntruct ion and ant, ,i legal aan 1 acqu.i. :3ztiorr casts in ubl.a:ning eaanoments for the sewer xi.yh4--Af-way. I atoll-miza for no,, mA!,: e. thtte ! point- c !�.3ar in our previous rcegt.f.ng. if there are any fur . hay- guest:ionn -)n thim item, fit#,moR r +. 71I1+3b1t.kdt~ r LY'Y call ins, on me. S 1 nca re :,y, CITY OF TIGAP.D P.obart V. toogan City Admintatrst ew rli dh cc," Mr J hn P. Manning Operati,,rraa ltaanagar G+atrg is Pacific FARMERS INSURANC GRO1-'1' FARMERS INSUF.ANGE EXCHANGE TRUCK INSURANCE EXCHANGE �acu�iUB©frC6S FIRE INSURANCE FXCHANGE MID-CENTURY INSURANCE COMPANY teae WILS111RE BOULEVARD FARMERS NEW WORLD IAS ANGPI.P.S,CALIP, 00054 LIFE INSURANCE COMPANY March 2, 19G7 1,1r. Robert Logan, Cit. Administrator City of Tigara 12420 S. 'Vl. 21<iin 13treert Tigard, Oregon 97223 Dear 1Ir. Logan: This will confirm my verbal agreement o:` February 24, that Farmers Underwriters tissoci,ition will reimbures the City of Tigard for actual expenses in connection with the extension of the Tig,7Ard sewer to our property. 'These coe+_s include the following: 1. Survey, plans and specifications. Z. Insl-ection during construction. 3. Legal and acquisition costs of obtaining easement3 for sewer right-of-way. ivy rotes are not clear on whether these costs become part of the entire project and are subject to partial repayment when non-participating property ties into the sewer at a later date. Can you cl;trify this for me? ''We have started the wheels rolling to get approval of our Boazd of Directors to petition the City of Tigard for annexa- tion. 1 hope to have this for you nest week, but if there is any delay, 1 shall let you know. ry truly yours, C / Bark K. Sher. 1,X3:ih Vice 1'resi,lent r; Controller MM GEORGIA-PACIFIC CC)R P O R A T I O N JOHN P.MANNING COMMONWEALTH EIUILDIND OPERATIONS MANADEk PORTLAND,DREODN 977.04 L12.L 3, r 11f 7 DISTRIDUTION DIVISION (503)2225561 '� Mr. John J"anning operaLions Manager C'43h7r I.ax�c'.c.:'�iC' Corp. -� Cc+ttw,i wpal'th Building Porti c1Xlr", Oregon, x1720.1 r Dear Nb,. ?'nnriing: ftcloned in a curumry of thrw ,pointe rovernl,7 at our m8#at.tnq, Fridmy, February 23rD, With rppresent-atives ()i" t'armrs J.'navranca Ule C:. ty of -.`cc ay d. I dit"ruAsc*r`' r Y'vV.3va1 w1 t h the Mayc r ai-ld LGUnc i.l on Monday, Febrii.rry 27, ' 7, an(l auLlicrixa:tion wac3 egiven t.G negotiat-e a COntrsCt, tl oil' a;,proval, Will, i''ilrmary lnvuxc�nvC and Coorc ;rt I�.jr .J Cc,une1.l also ayl:ac-e, to th,- idea that the contract vou` >r awale!'esd LY the two interested parties, with the City of Tic Eard, beinq rei.mburaerl for the cost incurred in prepnrinc thci I-LaIlt ti;1c.' upGcilic.a•.:f.onu, inspection during von- strur{ :,r., ar ung raCuuisit_j .)n of right­,.,.-way . One arld .tions ) (,Int. I forgott:u t'ttaent ion is; tha{ the completc+d n r' sewer line ruvi. bki dleeded tU the Cit.,y in ordor for the City to-, Collect and then reimburse ascrgia laci.fic ann harmers when the two re-urht T roliertieh ronnort LL:, the eawpi•. The Cite r;n,A neer should comp-,etc the plane and specif iea,iottu in about s wceti and apt that t1lev I will contact you. If thee* are sny questions, Fljas;e feel free to call on me. Sincerely, CITY OF TI RD V� Robe!'f K, Logan City Aftielatrator oo RISer Arndt- Tigard rndtTigarQ Oenrgia Farific r1rdh L MARH K. SHAW VICE PRESIDENT AND CONTROLLEP WEI!/TEP -1961 Ae.D WILIHIPE OLVD. FARMERS INSURANCE GROUP LO/ ANGELEZ..54 rah 3, 19:4 Mr. Marl( Y. Shaw vire ;rosi.dent and Controller Farmers 1:11surance Group 4680 'wilshire alv6- I,o• Ano,01eF, 5 :, California r' Dear Mr. Shaw: 74nalvsrci 1:3 a surrvary of the points covered at our mnettn it Friday, reLruary 23r6, with represc rit.at-ive, of varmrs Jnsuranee Group, Georgia Pacil:i,.l. , unt' UIP C' t:y Of T!-c;ftr4" t clic:,, .:rice t1.,.irj pzopesal w9.t.11 tjje, itilayor and Council on Mnday, Vebruaiy 27, and aut.horizat.i.on was giver:i to nogc.ti.a ta a contract, .4ub.ec - iLO l",(-A ��, r�'.?k'F11 , W�.th Farm(irr, 3:Tsui encu and Gaar:yia 2'acix i.c. 'j,110 Count , cea agreed to the .i.daa that, therontrac-t. would ')u awarded by � .ka two interested parties, with the city of be i nq .reimi.)IlArned for t no cost incurred in prepazi.nct cltV pane and opo•c) i'i.cationb, in,+per.t:ion e1j). c n- struction, anti any of right-of--way. One addi.tt,mal i!aint I foreio'- t:o rwttt.lon is that the completed sewer line must. bo deeded to the Cif-'y in order frz the City to rolls-tet and then reir.iburne Gtn.rq+.n Par i.f?ic and .t'artners whert the two t-ouc,ht propart%ari ronnoct: to the sewer. °elle City Engineer should complete t.hA pl.anx end ctpeci i icationa in about a weak and at that time . wi 1.. contact: Mr. Pretzinger. If there are any queetions, pteaae fuel free to call nn me. Sincerely, CITY Or TI"PM /rt R Wg-ft n City Administrator cc/Don rretaingor 11tdU Subject: Meetinq of Farmers Insurance Group, Georgia Pacific, and the City of Tigard Representatives regarding Sewer Service Participants : Elmer Arndt, Georgia Pacific; John Manning, Georgia Pacific; ,Mark Shaw, Farmers Insurance; bon Pretzinger, Farmers Insurance, Robert Logan, City Administrator; Keith Thompson, City Engineer. On Friday, February 24, 1967, representatives of the City of Tigard, Farmers Irsurance Group, and Georgia Pacific discussed sewer service to properties owned by Georgia Pacific Co. , Farmers Insurance Group and two properties owned by Mr. Joe Fought and Mr. Win Sievers . It was pointel out by city officials that the estimated cost of extfnding sewer service from 72nd Avenue to the Georgia Pacific and Farmers Insuranceproperties would be approximately $25,000. 'here are 40.7 acres which would be benefited by construction of sewers . Farmers Insurance Co. owns 1.1. 3 acres, Georgia Pacific Company owns 8.1 acres, and ;:he remaining acreage, 21. 3 acres, is owned by Mr. Fought and Mr. Sievers . Based on an acreage benefit, (dividing total acreage into total cost) it was determined that Farmers Insurance Co. share of the project would be $6,893. and the Georgia Pacific 's share would be $4, 941 . City officials pointed out Mr. Fought and Mr. Sievers did not wish to participate in this project and, hence, it would be necessary for Farmers Insurance and Georgia Pacific to share the total project cost. It was agreed by representatives of the two corporations that Farmers Insurance Group would pay 60% and Georgia Pacific 40% of the cost of the project cost in addition to their determined shares . The approximate cost would be Farmers Insurance $14, 800. and Georgia Pacific $10, 200. It wap pointed out that the Citv of Tigard would sign an agreement with Farmers Insurance and Gaoigia Pacific whereby they would be reimbursed when the two other benefiting properties connected to the sewer. This means approximately $13,000. will be returned to the two companies at a later time which would then be split on a 60-40 basis . It was further agreed the City Adminiatrator would recommend to the Mayor and Council. of the City of Tigard to allow Farmers and Georgia Pacific to call for bids on the construction of the project and award the contract. ffAW Meeting of Farmers Insurance, Georgia Pacific and City of Tigard February 24, 1967 Page 2 The plans and specifications for construction of the sewer would be prepared by the City of Tigard and be reimbursed for this expense. It was further agreed that Farmers and Georgia Pacific would pay the City of Tigprd for inspection of the project. Farmers and Georgia Pacific also agreed to pay all costs of obtaining rights-(}f-way and easements . It war, pointed out by Farmers Insurance that utmost haste is necessary in construction of the sewer line under the new freeway before it is paved so additional expense will not be incurred at a later time . This was mutally agreeable to all parties and Farmers indicated they would be willing to pay whatever costs are involved in qetting a contractor to put this line under the freeway within one month's time. Farmers Insurance and Georgia Pacific indicated a letter would be sent to the City of Tigard stating their approval to the provisions out] ined above. Robdtt K. Logan rl ;dh FORM E-133 f COMMISSIONERS I 1 GI ?NN L. JACKSON. CIAMMAN 11 ,� FORREST COOPER MEDF'ORD STATE HIGHWAY ENGINEER KENNETH N. FRIDLEY, MfiM.BR WASCO '.pMk�M .MMMM R. L. PORTER DAVID S. SIMPSON, memern ♦�_� �• ■ DEPUTY S1 ATF HWY. ENGR. PORTLAND _ LEONARD I . LINDAS FLOVD QUERY, s.cntr A.r STATE OF OREGON CHEF COUNSEL SALEM STATE HIGHWAY DEPARTMENT P. 0. Bax 565 Beaverton, Oregon 97005 February 23, 1967 City of 'Tigard City Hall Tigard, Oregon Gentlemen: Enclosed are +wo copies of sanitary sewer line application on the Beaverton-Tigard Highway near the I-5 Interchange. Flewse sign both copi-s and return them tc this office for further handling. Thank you. Very truly yours, B. P. Huntley District Maintenance Superinterident By rZ»-►+ Howard N. Ritchey As,3istant District Maintenance Supt. 11NR:eb encs. r `m-b.rusry 20, '19r,7 Mr. D. P. HL.ntlGy Oregon Stai:e 111ghwal► nepartmtnt 2131. ^chol l s Ferry Road Portland, Oregon Dear Bill : I have enclosed a rough skQt.ch of the vicinity in whish the City of Tigard requests to inane a sewer crossing. The proposed crossing is for service to Farmer's Insu:rancs Co. The ling rrornseA is an R" class III c.-ncro:tii pipe to he laid at the following specification if acrreerebl- by th- StateHighway Department. The City will be responsible for thr* inripe±ction and speri f. i.cation for pipe laying and the State tiighway Department responsible for specif.icnti on and inspection of tho Mack f il.l. It would be my understanding that the backfi.l ' nhould be granular material in accordance with the 9regon Sta-.p tiic,hv!ay +specification. The City realizes that th,� contractor for this project is presently wnrking 3n this section of the freeway and that our project Ahould not interferm wits his urork . Thus, I would desire that we be in- formed an soon as pr.)ssible as to when we can do thea above project. Vary truly yours, CITY OF TIGARD JUUTti C. THOMPSON City P.ngineer kc t;dh Avoid Verbal Messages CITY OF T I GARD To City Administrator _ F rorr City Enginaer Subject Georgia r acif4.c � �. Date January 20, 1 City Urdinance forbids the depositing of oil or oil products 'in bhe Sanitary Seer S,vstem. The amount of oil ur Frease contributed by the "ashing of trucks at Georgia Pacific is negligible. if a screen is installed uver the outfall line, so as to prevent flotsam or large material froiii entering the 3e'-'er System, 1 can sea no reason "hy they canno connect directly to the Se"ar Sys tern. FARMERS INSURANCE GROUP FARMERS INSURANCE EXCHANGE TRUCK INSURANCE EXCHANGE &xecuh)eOffces FIRE INSURANCE EXCHANGE _ MID-CENTURY INSURANCE COMPANY 4680 WILSHIRE BOULEVARD FARMERS NEW W O R I.D LOS ANGELES,CALIF. 00054 LIFE INSURANCE COMPANY January 18, 1967 Mr. Robert K. T.o;an, Ci':y Administrator City of Tigard 1u-.30 . 1-1. I•Iain Strie'. Tigard, Oregon 97223 Dear Lor. Logan: Approximately three weeks ago our Mr. Braddock returned from a tzip to Portland with a preliminary sewer layout to handle the sewage from our proposed building site in the vicinity of 1-5 and Tigard-Beaverton Expressway. Mr. Braddock stated that I would hear from you the week he returned in regard to how the cost of the sewer installa- tion could be handled, but to date we have heard nothing. I would sincerely appreciate being brought up to date on this project. Very truly _yours, � n iu lman Superintendent of New KEII:ih Construction Avoid Verbal Messages �j / I'_^Y OF TIGA??D / (7,l �d / (% y E•y F� To`, rr+iai"s 41 From Subiect -����� rNs_ Date n 40 c voO�_ Il/ o/ l, T rvo.A/N �tif/a/�6 / /roc/ /ltnrr.�rlr/ 'i�.r t1c S�w. C Oac4 /Oa/1*C cc /s tv ! / ec/ A7., SAO f ?�� /«. �i f�vt�I 0401 00 i t C Avoid Verbal Messages /CITY OF T IGARD / To �r/ `-/�/. �.- From �,�f� x. <�' Subject -S<u • f^ /ti Y �:'� L�;S l Date ' ,tel` e' f ` /w (p.r 7 t`i'p.' l✓ � � �' L S in•r u l[- .sic.", Ski✓ C rl!✓rwt!✓'f 1,/Sc//!!e/Lf � �rdilly 0t A,)rrirc / 5 "jQd� l / -7 t y f ie r., lc Sher/C •V 4 at i vo T /� 9 if e I•r I, /f c.• l (JE /1'. e, e"t LS—D�4pp' '°•' .4rccc �rerver sHr41 �jC�/• � ?,4 � f'�� .. �CL•-S sr, /,yon /�, 3 �'d y Goc� /3 y a n ,fv AF D c T� Sys/ y s�. .�i� ��� O �,`1. O eCr� �r o• 'S el el 0 CITY OF TIGARD To: City Administrator Fromi City angineer Subjects Sewer to Farmers Ing. Co. Date, Dec. 6, 1966 Estimated cost for sewer to serve Farmer's Insurance Co. and Georgia Pacific is 425,O00.00. The project would require 4351 of 10" and 3,265' of S" sanitary sewer pipe. The cost of the project should be divided among four parcels of land. I reeoinsead that the share of each parcel be based on 50% for area served, and 50% for front footage. Ac. % ftotage % SO-SO Share Farmers Ins. Co. 11.3 26% :00 17% k z $5,500. T.L. 1400 11.3 16% 40' 13V& I $5,000. T.L. 1600 11.0 29% 1745 39% f $d,IISO. ggorg is Parr. Co. 6.1 19% 1405 31% . U) Attached (1) swap of sewer Line (2) Breakdown of Cost i M✓..r.r r✓ r ��,;1 a��w c c a p. _ J 4 W Y,4R41J Poo J 1 I r ✓O/r/'%y w I / 1 SCC o d s 4 4✓ 1 �Csl�u�C� c -- 4 4, ` ref, /fPf�9"4c � i� �O AG. -rs/✓•Gdwe✓'� r�'- 104^ r 4 5"t II 5 h4 ec 0 14, 'fJ I i /O Sj r ow b �[r^►� f ii it i-�-��N�u/G� i f . l 10 p wanp \ r A 7'1 ell) Iro 4 7- 2711A) or Ii '�l r�r� , �►rI�6 �S� O IL �s !cam L� 3� �0 I S e►+•1 � ' �/ / I 1n �i�C'r•• / !P re.1. Z c t �3 fOc� f't.) No 37!k 7 r - iz gri Jt� A? Q 3000 r ,r� N �Ai 14ct S3I? Lai lei-.....,....a...__w...«-.._..-.tr .-_r....._a.._r 4..-----r w..r_.r_+,_+++.-r• « •. _ .• ....a..w....�-r- .a,.w.r.r_n-..•._....._. __w..-.._..--�...w.-_..__�.. __._o_L_.--�.a.-....._.•.. -• .....-�...n,_.rr..-w_a._i_. Vi OORNF DIIFTI1f.N CO I 0 >Ily FARMERS INSURANIGT GROUP FARMERS INSURANCE EXCHANGE TRUCK INSURANCE.EXCIANGE (fzeC,16Oe(911,ces FIRE. INSURANCE EXCHANGE _ r. _ _ MIT)_rENTURY INSURANCE COMPANY 4880 WILSHIRE BOULEVARD FARMERS NEW W O R I.I) LOS ANGELES.rALIP. 90054 I.IFE INSURANCE COMPANY November 16, 1966 Mr. Robert K. Logan, City Administrator City of Tigard 12420 S. W. Main Streit Tigard, Oregon 97223 Dear 1,1r. Logan: On November 4, you wrote 11r. Pretzingor of our Portland Office a corrlprerlensive letter covering sewer and water lines to our proposed building site in the vicinity of 1-5 and Tigard Beaverton Expressway. We are very seriously interested in water arid fire service to the frontage of our location. Preliminary analysis indicates that we will require a four inch water main with 80 to 90 pounds of pressure. Your letter stated a delay could cause additional expense for drillirlj under the freeway after it is completed. Your engineer's estimate should also include the proce. lure followed by the City of Tigard in awarding contracts of this type. Most munici- palities handle the letting of bids and awarding of contracts,after rlhich they bill the custoupr for their proportionate :hare of the cost. As soon as your engineer has completed making his preliminary estimate of the cost of constructing a sewer line to our location, please mail me a copy direct. Thanking you in advance for assisting us in this matter. Ver, truly yours, . B. Ullman 1?01:ih Superintendent of 14mr Construction PJOV I ;, 1906 CITY OF TIGARD TPIARD, OREGON - - - - - - - � - Following please find ES IMATE N0. +a _ of work done and material furnished by under contract with the City of Tigard, for the construction of _F.e w_s_1 .�r.a_o_ _JEK 4.�red� _ - _.5S 4 _ _ V-"/-2 �..-._ Clearing & Grubbing, Lump am at _ - _ _ _ _ TRENCH EXCAVATION AND BACKFILL: J /x ,237_ Lin.Ft., 0- B Ft. Deep at i3 _ _ 2.3 $ _ 4/_, _ . . at $ - - - - - - - - A/OS Lin.Ft,., 8- 10 Ft. Deep at Lin.Ft,., 10- 12 Ft. Deep at $ _ 'r.7.s- _ 3 _ _/ 6-fa- 690 Lin.l't., 12- 14 Ft. Dee at $ _ _ 7._e 5__ $ _ � -Z'Lx— 4_e! SE'VTl FTE, IN PLAL'E: dc) Lin.Ft,. _ _ _ _ Inch Sewer at $ _ _ _ _ - - $ - - _ _ - - - - _ Inch Sewer at $ _ _ _ _ - _ $ _ _ _ _ _ _ _ - Lin.Ft. Inch Sewer at $ _ _ - _ _ _ _ _ Lin.Ft. 4 Inch House Sewer at $ _ _ _. _ _ $ _ _ _ _ _ _ _ SEWER FITTINGS: Ea.• Y , Inch on L Inch at $ _ _/„f'Ott _ ;� _ _ _ 3<.7. 690 - Ea., �, Inch on Inch at G _ _ _ _ _ _ $ _ _ _ _ _ _ _ _ Ea., , Inch pn Inch at $ _ $ _ _ _ _ zt at .s/*t� _ Ea Manholes, Standard Precaot,N/R "C at $ _ Dd;.d 0_ $ _ 2,,'i! Ea,,, Manholes, Complete G7!��_ at $ _S-00_O!�_ Inch Manhole Stubs at $ _ _ c�•'"�'_ _ _ _ e d �'_ Ea., Catchhasin Construction at $ _ _ _ _ _ _ $ _ _ _ _ _ _ _ _ _ Ea., Cleanout Cons rur�dzn at $ _ _ _ _ _ - $ - - - - - - - - c^b _ Lin.Ft., � ,,fiwldld``sa -W at $ _ _�_•'�_v_ $ - - _d'_?,5� ?-� - ���_ Cu.Yds, , Gravel Backfill at $ _ �.�J J - ;h _ 3.4 D7�, DG7, _ Cu.Yds., Gravel Surfacing at $ _ _ _ _ _ _ $ _ _ _ _ _ _ _ Cu< "1 , Rock Excavation at 5 —Pment Removal & Replace.. at Te4/may at $ _ yea ^- - $ - - - 'y°w`yv TOTAL $ ,�3, •-�s r Less 19)6 retained until completion Less Amount Paid Estimate No's. AMOUNT DUE ON THIS ESTIMATE $ �,? a • 3 T CARD, OREGON Following please find ESTIMATE N . _ 2_ _ _ of work done and material 'urnished by AITAt i Colt Constr. Co. under contract with the City of Tigard, for the r nstructi n f _ Farm re Insurance B.B.L. 67-2 - _ C _� � Lump�Sam - -- - at TRENCH EXCAVATION AND BACKFILL: 1,137 Lin.Ft., 0- Ft. Deep at $ - 3.25 _ _ _ 4,Q2QIL2_5 - - - - L71n.IsT";""'6N�"�"I'► '�Tfic p at $ _ 405 Lin.Ft., 8- 10 Ft., Deep at $ _ 5.50 _ _ _ 2,227.50 _ _ 320_ Lin.Ft., 10- 12 Ft. Deep of S - 5.75 - 1,840.00 _ - L1n F i�.114-1� Pt.De 604P at -AA - - SEWER PIPE, IN PLACL: Df Lin.Ft. Inch Sewer at x 4 Lin.Ft. Inch Sewer at 3 3 Lin.Ft. Inch Sewer at, 8 u Lin.Ft. 4 Inch House Sewer at i6 .)EWER FITTINGS. _k Ea., 3v!p r Inch on J& Inch at S ._,13a0Q _. _. _ _3DXCI _. Ea., _^ Inch on Inch at - - - - - - Ea., Inchon Inch at -$ _ - - - _ - _ at Ea., Manrwles, t;tandard Precaot,',V/R °.0 at 3 30D.00 - _ - Z Ea., Manholes, Complete - DrOy� at 3 500.00 _ l-i 0110 COQ, _ Ea., _ �Q _ Inch Manhole Stubs at S _20..00. _ _ _ _ _.2D _00 _ _ Ea., Catchbasin Construction $ - - - - - _ $ _ _ - _ - _ - - Ea., C1es8Yae9c�sDeAt�dion at - - - - - - - - - - - - - - ztoee Lin.Ft. , at 8 _ ..&& _ - 1315 .24 - - _ 768_ Cu.Yds. , Gravel Backfill at s _ 449. _ _ _ 3,473 OQ Cu,Yds., gravel Surfacing at $ _. - - - - _ - - IiiA Ipt. Rock Excavation at - 6�0- ,, Pavement Removal & Replace., at _ Q�v X00 _ TEAL Si + lT- S Xzv 1. 75 Less 10% retained until completion ery $ -4i�6$t;� _ 0� 21 Less Amount Paid Estimate No's, AMOUNT DUE ON THIS ESTIMATE $ ___ _ _ ,.�✓� /L Lv T$ARb, OREGON I'nLlowi.nr; r�lea.�e find �STIMATE NO. 2 of work done and material furnished b Bradt � Colt - - - - - Y COAAt7:• Co_ _ _ _ - _ _ - _ - _ - undo contract with the City of _ ` - - - - TiyNnr.d, for the construction of _ Farmers Insurance S•A.L. 67-3 Clearing & Grubbing, Lump Sum _ at $ -;� .0 42 ' TRENCH EXCAVATION AND BACKFILL: J1#.237- Lin. t., 0- (17t. Deep at $ _ 3.25 _ _ $ _ 4.42.4 s2_5 .w..Ml wMwwww• A1A— .» 1' .e ;.1�.,4p at $ _405 Lin.Ft.. 8'- 1 Ft. Deep at $ _ 5.50 - $ 2,227.50 T _ .. - - - - - - - •- - - - - - - _ -320 Lin..Ft., ! 2 Ft. Deep at $ _ 5.7F _ _ $ _ It 840.00 _ - 4 ->t nPIPE, o 14 �`t.DD a It $ _l�: tT ` _ $ - — r"i.l" I .n.F _ Inch Sewer at Sewer at r ^ _ _ in,Ft. _ _ I.n .h Sewer at $ u _ Lan. 1,+,/ ch House Sewer at $ $ �2_ Ea /,V, YAR n �c�i on / ncti at $ Ea + �• , Inph on Inch at .5 $ Ea., Ing InInch at $ 3 - - - - - - - - Ea., One-eighthBenda Inch at $ _g Ea., Manholes, Standard Precaat,W/R &C at $ 301).0(l _ _ $ _It200.00 Ea., Manholes, Complete _ Drop at 3 500.00 _ _ !l _].,b0.9•OQ _ Ea., _ JQ _ Inch Manhole Stubs at $ -20.01 _ _ - - _20 XCL + _ _ _ _ Ea., Catchbasin Construction at $ _ $ i L'ea. �'ilP,1 ut Ci0 F3 'll On 9t - - _ y — $ — _ _ _ _ _ ... — atria � ��dc1�.ng $ - - - - -- - - - - - - - .- '- ,�88_ LineFt., =LV00WXXX== at $ ...4Q. _ _ $ _ _ (11-1.2a - _ 788_ Cu.Yde., Gravel Backfill at $ _ 4 .42 _ _ _ LQ.7_?,.QQ _ Cu.Yds., Gravel Surfacing at - _ _ _ _ Witt,Rork Excavation at $ $ - - _ - - - - __ 6 0_ ,yam1. , Pavement Removal & Replace, at $ _ 3�4� _ $ _ ,EIGn X0. - - _ Credit for M.H. 0 8ta, 2+ 75 at $ L94.50. _ _ 3 _ - I.M Z0. - - TOTAL 3 2 3j±2 1.4 5 Less IT6 retained until completion $ _2J 362.14 _ 3 21IL259.311...._.. Lectin Amoont I'hi(1 Eatimrito No'a„ + _ �- _ - u XLZ22195. AMOUNT DUE 0 TIIIS E.';TIMATE $ 101036.36_� �1 4 cs vi Awl I 1'• y t 1 r �t 9� r - CIO �, j 1 I - i ,. JJ 4 _ 1 __ r...� _.--._ - ,•_. f _ALL.. - I t tr` I i �I � I� � I ZI Yy, _�•_- I -_I f... __.._._._t i I -_i i _ j � ,. -f ti :. 1 yY Y w W, : , i I , I _ �.��-n.r _._ r ._ _.— �-.. ..M. _ �I�_ Ms. -_.. .s ..... _.. ...n_•w_wd ti.— tiy;; x , , i IT N ,y Cow si XL tj rj �, .y , , ._'<, � �, ; - � my � �• R � � 1� �u � � I 41 r t" 1 lV t^ v ry V' ♦ fqJ I 1 V 1 . .r t y.a p• i I , t 1,4 Q\, I _ 44 bki 41 ri I lF ; ,\ � P � �.� r�' C'•i Ir .., r'� �� l nil ti 1•.ti ��• `� �1 , 1 r \ / i •.Aa9fi ..a .,h.Y .I 1 ' { I. i j ,• � `Ir t iJ r i r 9 1 � �� ' 1 t 1 � ., � � j • ��� , ,, i �� � � ,�� • ,, � •.� :� ,` \`\•1 i', i� i i � � 1 � � , � •� (� +11 SCI '�, In P'! � � 2 � �•� ;•• y ffl th � � , v t t , 4,`. �. �ti `. 1 1 1 � 1 (� ' � � � �� � , � � 1 � ` .. ...-.n..„.,a.. W.... ..,,.uwr...�._ ._ w�17s+nc+rmi. Y„ �.,•'� i•�7�"y'^rc ;�.,,�„. .•.1�`"�'” t ._ -... �. SS-06 PAYMENT Payment will be based on Section SW-27 of the Standard Technical Specifications. For bidding purposes, the following quantities are esti- mated and unit prices shall be named. (1) 10-inch concrete sewer pipe: (a) 0 to 8 ft. depth . . . . 1217 lin. ft. (b) 8 to 10 ft. depth . . . . 395 lin. ft. (c) 10 to 12 ft. depth . . . . 3 j 0 lin. ft. (d) 12 to 14 ft. depth . . . . 470 lin. ft. (e) 14 to 16 ft. depth . . . . 240 lin. ft. (2) Class B bedding . . . . 2632 lin. ft. (3) Select backfill . , . . 780 cu. yd. (4) Asphaltic concrete surfacing . . . . 620 lin. ft. (5) 'Type A manholes 6 each (6) Type B manholes (outside drop) 2 each (7) Type D manhole (shallow) . . . . 2 each (8) 6-inch tee with plug . . . . 1 each (9) 10-inch stubout . . . . 1 each (10) 6-inch stubout 1 each (11) Tes`ing . . . . 2637. lin. ft. (12) Miscellaneous and cleanup . . . . xxxx Lump sum SS-07 GUIARANTEE All items of material, equipment, and workmanship sha.11 be guaran- teed against mechanical, structural, or other defects for which the contractor is responsible that may develop or become evident: within a period of one year from and after acceptance of the work by the owner. Such guarantees shall include care of backfilling of ditcher. -)r at structures should the fill settle to such extent as to require refilling or resurfacing roadway surfaces to re- store the original or intended conditiot. or grade. This guarantee shall be understood to imply prompt attention tc, any remedy of such defects as those mentioned above if and as they occur after the contractor shall have written notice of their existence. If the defect is of such nature as to demand im- mediate repair, the owner shall have the right to make them and the cost thereof shall be borne by the contractor. 63-P-220-27 SS-03 STATION ELEVATION, STATION ELEVATION 0+80 157.11 16+00 I��v} � 180.81 0+50 158.16 16+50 \ 178.41 1+00 159.55 17+00 ° 176.21 1+50 161.34 17+50 173.71 2+00 163.32 17+92 172.11 2+50 165.41 18+00 172.81. 3+00 167.50 18+50 174.91 3+50 169.93 19+00 178.1.1 4+oo 173.54 19+50 181.29 4+40 175.14 20+00 184.69 4+50 175.49 20+07 185.09 5+00 177.86 5+50 179.96 21+00 r, 191.31 5+90 < Yc 180.74 21+50 195.11 6+00 180.46 22+00 197.81 6+50 180.96 22+50 200.21 7+00 181.66 23+00 201.61 7+50 182.36 23+50 204.61 8+oo 183.16 23+64 (�� R 2o4.88 8+50 189.34 23+86 2o4.81 8+62 184.24 23+94 202.61 8+64 183.74 23+98 2o4.31 8+97 q 189.54 24+oo 2o4.61 8+98 184.34 24+o4 205.41 8+99 183.24 24+24 207.91 9+00 183.,;,4 24+50 207.81 9+50 183.14 25+00 207.31 10+00 182.74 . -5+50 206.21 10+23 182.79 26+00 205.21 181.34 26+50 204.81 1.0+50 182.05 26+60 s 205 01 11+00 181.61 11+50 181.54 12+00 181.24 12+14 180.38 12+19 179.59 12+30 181.55 12+35 179.51 12+50 180.46 13+00 r 179.78 - 13+50 179.01- 14+oo 178.56 14450 171.38 15+00 177.59 15+50 177.07 15+8o 179.38 15+81 179.08 15+84 177.48 15+87 179.08 15+90 9 177.82 n 11 r / � �_�.. :�_.�.. . . . ... � /b `' • '�' '� .`�3- � 5 �.. /.y �� '/ e•/ if �►, .'J > i f' dj 71 /k9, 70 .r It Ll 3 t 70 � .. /yu � ,�0 i/9� � � / riC `/ r( f% �' . � l � / �J• 'Yd 90 -9 ty� /)r, , h4� 4 7e 09 r no - 92 G: + )'Y),-lo /`i ��,l�j / "I�, ZI //i�, 11 J '1174 G 4' 43 I'I �►► JO t Cr/d,M r Number:�SSL 66'3 I Deed Reference: Q!K j p 3 9 9 KNOW ALL MEN BY THESE PRESENTS: That we f T._�—f�— ET"' /•.{•.��_ ��._ h-reinafter termed grantor(s), in consideration of the sum of 16- - -- --•-to be paid by CITY OF TIGARD, a municipal corporation of Oregon, hereinafter termed the City, hereby grant, bargain, sell and convey unto the CITY OF TIGARD a perpetual right-of-way and casement as hereinafter described, together with a temporary right-of-way and casement to use an additional area hereinafter described and designated temperary casement,for the following uses and purposes: 1. Perpetual easement: An unencumbered perpetual right-of-way and casement for the purpose of constructing,recon- structing, operating, maintaining, inspecting and repairing of an underground sewer line and appurtenances,together with the right to remove,as necessary,vegetation,foliage,trees and other obstructions within the easement area, but reserving to the grantors the title to the lands. subject to the easement. and the right to make such use thereof,except to construct buildings, as will not Interfere with tho uses and purposes of the casement;said easement arca being N .r,.1 ;ry c,A•r1 1� 'Y7.1 fat tri t<y /,tet e4 :Jii �/ Y�/wr k •1� �� i lid rccev4� l,e •,,.: ( rail dr• far,. y 'y r. .Y ti., rl rr. l I ., I 1. Temporary easement: Together with the temporary right of Ingress, egress unit regress, and use for sewer construe• tion purposes, of additional lands lying parallel to.along Imilbisillillm'nnd within ! feet. when measured at right angles, of the above described perpetual casement area,excepting and reserving to grantors the unencumbered enjoy ment, use and preservation of all structures present upon the premises, This temporary easement shall terminate upon completion of the sower construction work. at which time, upon request of the owner, the City will issue a written release thereof. cwt"' Number: Deed Reference: KNOW ALL NEN BY THESE PRESENTS: That we T-T //t ��+Ht�+ r"'�//' '.�Q•) , hereinafter termed grantor(s), in consideration of the sum of$ to be paid by CITY OF TIGARD, a municipal corporation of Oregon, hereinafter termed the City, hereby grant, bargain, sell mid convey unto the CITY OF TIGARD a perpetual right•of-way and casement as hereinafter described, together with a temporary right-of-way and casement to use an additional area hereinafter described and designated temporary casement,for the following uses and purposes, 1. Perpetual easement: An unencumbered perpetual righbof•way and casement for the purpose of constructing, recon- structing, operating, maintaining, inspecting and repairing of an underground sewer line and appurtenances,together with the right to remove,as necessary,vegetation,foliage,trees and other obstructions within the easement aren, but reserving to the grantors the title to the lands, subject to the easement. and the right to make such use thereof,except to construct buildings. a, will not Interfere with tho uses and purposes of the casement;said easement area being—A �w. �ra•r 1 A,! (.i,n/e�,.r71�.1..e t'i.,.,17 � r'r w..-./ ter. r, w.�"1 t ✓s✓rd e�t. 1, r.,.o- K, nom�`9 e((r t•. 1 q..,l rs. q ou S r. // •l" Yrs�r//l ✓/ (✓af Ir �<. PD., J//,. //Elrc (r ,./�. qs st•.� /��4.•I r /Airr.,.,.<�fr,/ D.../. ir.1 r:, / , sem✓/ /(a�fr,.i y 1,,. Awa,I �^,r�. ! / �<..r.li I•�..rra" t.,, l f►�c r,-4..Ir !J P.�,,.• •� Jl.l Y.+04r C04 if,/ [fir.,r.r 4d L'rvL:• l.• rh 60,11 1, A. S'r> da.�(. .�: 1l.�.r�/.�h., (w,..,:r ,^,1•+.. S•,,� ,.,..... � ral ..t ♦., /r.. Al. lit I/' 4/ 0101.,r •I• �..rl ,,e� c///1Cri F,rr/(� . /•,t I rin i..wr� /I(..,t, � �, f'r/n .. - 'f.yw..� !�„(!L ..w. ,►.� Io .•l ,:G . J +lr4 �..., r< lt..{..I dw, t W wrY.nti b Ir....1 err ....,>� t, jr.t.�• 1.'..r'L.Lr. y n ./,•,�,...;, 161!•lOtt +4 +l,rr'� r/Y I�1 � t.Ir�.� w.r � f� •�� ID.It/ fllf, �fn ! •I H w / a- . ., •1 r,.C/! .y' w.•/ l,,r ,..r. « .. J`' :'w., �..•. brr.rS /s',D 1. Umpetarynw:mtlf: +«,r. rL N' f. !�., '�[! s/rC':•. Together with the temporary right of ingress, egress and regress, and use for sewer conslrua tion purposes, of additional lands lying parallel to,ailing bMAot/as find within .O feet. when measured at right angles, of the above described perpetual casement area,excepting and reserving to grantors the unencumbered enjoyment, use and preservation of all structures present upon the premises. This temporary casement shall terminate upon completion of the sewer construction work• at which time,,upon request of the owner. the City will Issue a w,rilten release thereof. OREGON STATE PLICATION AND PERMIT TO HIGHWAY COMMISSION OCCUPY OR PERFORM OPERATIONS UPON A Permit Numb.-r: Form E-457(17-EE) STATE HIGHWAY Name and Address of Applicant: Applicant hereby applies to the Oregon State Highway Commission for permission F City of Tigard to perform the following operations upon tfie right of way of the - Beaverb-on-._- Tigard City Hall Highway, No. county, pmtpt/near E Tigard, Oregon __Z- Intereh8 C as shown on the map or pian attached hereto and by this reference made a part hereof. ❑ Construct, operate and maintain a ---- __..__-_ _____ pole line. Highway Ref. Map No. 8B-20-7 c Construct, operate and maintain a buried cable. ❑ Erect and maintain a non-coin mercial sign. G Miscellaneous operations and/or Construct, operate and maintain n -- -Sm r- ._ _ ❑ facilitivs as described. _ -= � - - - - pipe line. POLE LINE, BURIED CABLE OR PIPE LINE TO BE-CONSTRUCTED ACROSS SAID HIGHWAY AT: Mile Mile ENGINEERS side of Hwy. or _ Di STANCE_F M BURIED CABLE p PIPE Span post to Post station to Statlon Angle of XING. Centerline /W Line Depth Slze and Kind Length 7.14 471.101 80° 61 1011 Claes 13.1 Concrete I ti. !'� h I, i I ` r. SIGN T Sk ERECT D ON SAID HIGHWAY AT: - -- — - om Aide of _Mlle Post 8�gtl in Highway enterhne shoulder Nlghway Htmnrks En Insets Distan}e from Y Dletanre DESCRIPTION AND LOCATION OF MISCELLANEOUS OPERATIONS AND/OR FACILITIES it. Recommended for approval: ..L - - ABenieDtetrlct Maintenance auperintendent --_-_-Y41 -- -- - - - - PlvielOn C1lglgaer-_�---_-� - This permit Is Issued by the Commission subject to the terms and provisions contained herein and/or attached hereto; this permit la accepted and approved by applicant subject to said terms and provisions. !, ,Cit = Ti rd OREGON STATE HIGHWAY COMMISSION Appiicant: -O---- ---�-- ----- Forrest Cooper,State Highway Engineer 13y: _ _ -- ------ -- -----------._ ----_------ By: -- ---------._�....._- Assistant state Highway Engineer I!, Date of Application: Effective Date: -- _--- , t� • '� 77/1 1�2 � 1111111LIMMILAILMENILARJOE lid A T� c C7 3.5-00 r4V 0 .7. Op Joe- ,L 7 j-0 Coe I I 1 [f 1 .� .�t •w.� _ .,:'c'' *"[ by U[' y. ,/ � (w � 5'i�, `,�i I � � % fir. "• � L e 3c•o( UOSS1 i r f a INTER STATE 5 -" i ld �n t i RuGaN[ DitTlat" CO. No, S'!• 1 1 i I _ ' - --r- - 1100 1200 1,500 1 I 1 FARMER;iFARMERS FARMERS - N - a c� v� I � a 1 - - --- L-\1400 q� \ FARMERS 1' 01 2 y FOUGHT,✓OSEPH 44 - - T B w EOUIPM£N T Co n �7,035.13 r,7 60A to FARMERS $4.221 08 \ 40% to GEORGA PACIFIC 02,814 05 i 1600 I FOUGHT, JOSEPH M 1 Taw EOUIPMENT CO g 6,225 79 SOT to FARMERS 3735 41 i► 40% to GEnRGA PACIFIC52,1903 - 1 1601 I I GEORGIA-PACIFIC ( I d I I! � i � e mn .. �: �► �► ��. 1' i d#,dCit a JC:4' fl:YTl1E 1006 'T1s aSro r*rR. entered Iota this lot day of July, l.bb, Newson Woof$lktrovo .rot 711110m Cara, on rorty of the first wort, and Josaoh ►aught arid Rsbart Cu*sinberry, Soorrtary of the T. d I.. Sgllpm*ni ro,peq .end Rendell C. Man, rr*rtd*nt or Che f. 6 It. Sq.lprent rnnpeny, to party of the eaco d Vo rel t 11T7ISSSRTM r 1700 nmld+rstlon of tM pr"Ifet and of the Sgr*omarts natal" end in SOMIOT rotten or the advance of $6.00 to a paid In rand to tr* Stu "d party by the ri ret party, it to nerved by and btteeen U. porde+ as folle.s. 1. The first party welt nog.Vtite and Sat a son tog change on sold property frea Y4 to A-So the local or w d pro,orty is, TRACT t i S*etrning at the Southeast vorn0r of the I,v„ ar.h*" SimlTan Lard Claint No. 30 In T•re'LQ - au���,h of Mane* 1 dart rf the 1.1.. U-switng thence Yorth alanf � a•P.i1�117M'el1eSbs� - W.V. On Asn L.t.r, d chain#, more or las to the Southeast Cerner of A treat of land egg's! on Jaarry 13, 190r, tl- 300.1. Clarke to Slr^r Belli thence hast Along the :c Rh bouMery dof the old last -entiond tract ➢.:d otoits to the 111pst bolusW, rl• of the foo. Riaklln r.1.C. In said Thorns:.p a-.• :.nnpl thence Santh ■inng -he *,set b­w%ry of old .tee• ?!^klta D.L.C. a a pint 378 1,7 fest North or Zito hot.0.1 C# ti+ns 1 and It. in said T nashtp and Rangel thane* 'veto 71Y to the plass of leg'mang. "%CT 711 Sagilu Ing N a point In tri west bo u.lary, line or ttw Ta R4 C:Mlek:fn D.L.C. rl 1/1 het ,nrth of tho s.atlon line b+twee Inc• "as 1 0-4 ir, in Ta—d',tp r South or Aorta 1 ust of the 1.Y.1 taloa* North alonS old b,undsry llr_e of said Jovlvs L. 'llakl'n !).L.C. 364 foot) th0-Ic* R. terly 660 foot, were or 1400, L* w point t0 fOOMU AMMI AILA f Lost of the Southeast turner of the a.:.. Orehan. D.t..C. 1 thatY latharly an" 814t11*011,vrly alone the Sast sod North line at the aunty road as at or*o,.t In'I lit -Ad to rel H. to th. +lana of :—iglnetng. VA"T 1171 ?%a South half of the So�th-as•. 646rt0r 4: the To T•+it q.ort.r of '*rtlon 1. lbens•Ip t I'Ath of Awes 1 het of the v.Y. M!"T1110, rowers-, that portion ther..f a,n.eyed to t%a -;tate or Jregnn Mr the Tigard n,r3re 1lgheay, ,*dead re.rr•se Ion,* y h, land. Sane 1"J, 4ogo :T1. Dead A*oordo. Sl.repelde#bort 10•area to taker T-r!ustrlal Tratt.hr. Oeergls noelirJej and flw 3rope 3tst* ao"taaiotfon f,r the a" fre.r..y to !saver!:^. which to opwetlastely S s1111 1/1 •ares of the sold 1J eoreo. t. 740 oaaM party gives tiv ftrut party a lose for 61 liars an sold proper-:of 1;1 per ..nth ;e..! in t'+.o a;r^H "I.. r r,J;o per a-re of lad vend b, !^a first part:, ephptate .fah p,bl r tent. Ay^rlt •w btd1A 1pnA . !iii ..^ " trallsr ,ora rl:l, ori# /',t Mr .0•.., .•. .,: 'IJ1119 ..s rlr,: •o;.ars at 1 Ll1• ,!:rose is renting all at the eosaea. S. 741s 0gr0ewent to aon'.triga,. m the first party deadening a troll^r part 03,aorloally 001 ,r :t"anotelly feaal'.,1* 13 1,11 pr»+r:y. d. T11e sotto.• ;0•#y •t—•; •,;tees at t4• ti" :f.r♦trt the eoa 550 I t 165 0#K; ; ,NN,6 1965 � 1 i i :1 r "•rL to•+a ry '' :d• ••lr iF_ n fr. of a.1 erv..ct r ar.E 1006 to ^ 1• free of .11 roan as for lan, tr the la•@e •. the _1 +rd•nly @r c• Ion '•'nt tno a,e4 of thm rat! 1+1 for oellateral for the l��n to ! a Ira.ler ^•r1 Cnwpe r./than 't S• ..•crTiod. t. 1,a opnurtenaas tnaludfri� ..l •:u!SElr.�e, treo ( ex, '.1,4 ftltarts), and sbr.be ( ,•, •�r ;• r,;), ate. shall becore the property of the troller perk a—o.ny. e, 7ha or•nRruetl•n ray or my rot he parfor•oad by tq,.l pewrt Con perry with er net ruatten cost@ Famed on eorpattttte bids by three reliable enr.@•rurtlen rl ns, ei• "• troller -66 .rr•^ory @hell dm ea whet eeastrurtl n coep.rry to the b.et sewentore of the trailer part colpo v. 7. Sr d trawler pe k ...ponyelry tore end re" a nenttcn.d in this arnesant shall be M t, the '.O -retI'n of he flret party neural/ with the one end tame only @mn•ptlen tolnt thod. the aaa DO P My @hill to entitled t, an to••..*.ant of 10%- ( eo. if P0.000 IS the total lnrt.tn t• 1"rapVlxW1SX s%W"otX1LW the as.tlnd po rvy veuld to entitled 10 16.0001 hal!.r� loon sby meant s•tusl cash rot I m ludtr.t M the p.rty or the rlr,t part. t. This orr.".nt @4411 be tsmirrtad by the rorratlln of sold %;.1 I:r reek rnm for the eonetruetloa and nrerotlon or s ,• mobile nee@ pork. er 1, l:dc shlrh over date or time eotls fleet, w r 1N tIT!Ittt aNFLtr`7, the .•ertN. . .....:__Reward 6trou0 herstr lute eastuta•! "11 a1feeront the 1@t day of:uly, 1V66. Ll �• yu,•William Cane "1 r,h 7nW,ht •� r e, ♦�. �7t,J�>vy1r11 C. St eerr.h'rr. 5..7•�•--^—+, 'T�•,A! 4,/i ...�wss•+m•L "�.T'..''`Itr. 6qu1{ai•ctNo"rt ',ja@ipbvrry.104. Car P alt' k-�1 w..n r w a•..w� •4 lava na.wak..-ea p s.-..ro ewele•.aod renww.. a..- :Saw L't r•tlr� rr'.. seas 55J ,' iGf, rk i it OEM V ` 1 ltnic, .I ttlK 6 1365 i .- MEN! M , Pilo b, "1 1998 d10u<IITI DiiD POR AND IN CCYSIMUTION of the sea of Ton Thoaoand rive Hundred riftwen and 10/100 Dollar• (SID,515.00), reselptt of which is hereby acknowledged, the T 4 Y Bq%lPent Co., an 0r6600 serporotien, awl rs, Joseph M. Fought ant Beath@ M. ►ought, heebaM and wife, Orantors, ban bargained and amid and by these presents do her- ein, cell AM eanvy Onto the State of Oregon, by ani thr,�gh its State M1g%vuy CaINaisston, the following desertWd pre0less, to wit! 1 parcel of Lid lring in the 3151tSBt of Section 1, Townehlp 2 SMU, grip 1 West, Y.M., Washington Cosnty, Oregon, and Wing a Portlsm of that property described in flat deed to Joseph M. Fought ti std t.h W iquipmont Coapany, Meorded in Bcok 479, Page 276, of Yash- iMtan County Mrords of UnwIli the said Areal Wing that pnrtion of said property SncluAH in a strip of ISM variable in w11th, lying on 'As Wsatorly side of the eon-or line of the °acifit Highway as Bald hlghry has been reloeatsd, At'n cantor line 16 described as follower y g@gimteg at gnglneer's center line Station 85'00, 041d Station h1iA4 325.50 feet Soeth std 1965.21 feet Celt of the Initial p,int or M)LLIiO MII,LS, a whdivietar In 1040184t,s. County; theoce :with 10 U, 218 West, 25M feet to g+igUeer's btation 140W0. TU widtas In f.••1 of tha strip of lahtd above referrwi to are as _ ful.lan� Station to Station Width an Westerly Side of Center Wra 06400 f 9D 58D taper to 71D 91+50 10'00 310 taper Lo 2M .j. 5'00 UM-00 200 tapbeer to 170 1 ,^ Y 1 r thrrtbea thatat portion or Bald etrip �f d fAelwiM tocrid in that deed to bargU-Paotfic Corinrstdar,_520, rage )69 of WaMtngton GeOnty M�erde of Deeds, Bearldtge seed herein are bessd Opra the Or*Vo ^. osd.lnato SystsW. Marti tone.) r TM pLr"ol of Us/ to which this desartptios Appliwe emtalne 1.5 as n e. W a pu't of the heretnsbove .tatod, then 1+ also Wrgaihr4, sold, onnveyed arwl nlL-MiMW to the 2ranta0 all eetetlAg, future or 110 oessoDn law or statutory aMtter's essesents of seesis bet sen the psrew; at n desOHbsd aM all of the *"tors' naatntAg nal property. TO IV Y1 AND TO MOIL Use said promises with their eppurtwraneee, 1n fee simple, ants the "td State of Dregon, by aM througn Its State Highway :,oarrfeaion, its Movessore and aaeips forever. 4d w the Yid 4antwre ,W hereby onvenest. to aM With the said State of DreF+a, by and thrwro. its 9Ute Hlghsgy Ceaswiestca, its cur •.sore and usigre, / CIU f 53rx541 1991; its 1F,51 d*". _._._�._._....._._._...-�....,__..._...._....._._.,ter...-.A--._...�...,.,........_ _..__.._..__.__._.._r.. File U. 77291 1996 Page 2 -Yarrwtr D-, Wt we are the e, _, in foo $iaple of sa,d rmaj@_si that "bar are .free frm all 960nobranNs and that M will warrant ant defend the $aa1$ fres all lave"' alias ,�atsoaver. It Se o:pr+N lr 1nt.oMa1 that tha.•.,menet-, barafens, restrictions and reservations eball raa with the LM end shall forever bird the aaators, their holre, weMeNre and •$lips. S trIIIW YIRIMCr, T h Y Lq%ip6wot Co., rn Oretm °orporstiw, hco caused its I fRl corporate Nal t° to horedwnto affinand its alas hereto wlDeorlbed b7 its w daly Authorized off,c$1a 4,M ws, J?Nps K roup+t 4,M faotha N. roaadht, bwst4,M and ) 11 1965. woo, base berewnto got our band• and Nall this �_�_ Lr °f y�iwtt> ,✓'7.t11 P%j't� '! 1 Y LOo Triti2d'T CO., SEALOreg- SGL9 soba N. �lght�Y gnu coup a � f 'a w1t7 at A this r Iti"V eel/ /i",,s s.�. 1,�fora •Soury hblle is sglq fse said -=t7 Jd // to, a " ^' f m i 7taes, sppeArad �— 1 1_/�l u, -f • j/s 0 rooaa117 baooll tAe, Mi.y dal/ ; aMra, did w that be,'$'A said is W hest- y ... the Son°mare, of t h d�{, and M, Ue mid ✓ ipipmset Co., an oreson rorperetim, bM wltbfat YMd eormratioe, and that the oar' affdmpd to said inet•,aznt to the corporate seal of said carpxatim, and that Me eaJd inatrvrnt was zlpsd 11-1"axed to !air nr a&P corporation by aath°ritr u,d of $1w board °/ 417ctore, and 64,1.1 �.�---'_'�-�L- '— i ac ,no,,l@dp the said ins" anent. to he th• free get sed deed of said eorporatica. A"/ITV"UlLtrt)r, I Pare$ Mreaoto set a/boned sad Mal this too dar and year �'�'/brae wriltan. 1. _,ale o t C q r, b a for orn rf Bg t•.` Nd l t , CS i M7 e�,aeles expires O1 r Z J71 W" 'its SPECiAL WARRANTY DEED KNOW ALL MEN BY THESE PRESENTS, that GEORGIA-PACIFIC CORPORATION, a Georgia corporaclon, Grantor, for and to consideration iof the sum of Twelve Thousand Sia Hundred Fifty and No/100 Dulls re 1312,650.00), to it pard, receipt whereof hereby is a.',-•r.teaged. Me bargained and sold and by these presents does bargain, *ell and convey unto STATE OF OREGON. by and through it STATE Ii1(;ifW AY COMMLSSLON, Grantee, the following described premuses, to wit A parcel of land lying in the%;SE;SE!of Section 1, -.� Township 2 Seth, Range 1 West, W M., Washington !;N County, Oregon, and being a portion of that property deecribad in that deed to Georpte-Pactfic Corporation, -}\ recorded in Punk 520, Page 169, of Washington County _ Records of Deed*, she said parcel being that purtior,-,t said property included in a strip of land variable to widih, lying on the Westerly side of the center line of the Pacific Highway as *aid highway has been relocated, which canter Lina is described as follow* beginning at Engineer's center line Statlur @StOO, said Staticin befell 125.50 fat South and 1965 21 feet East of the initial Point Of Rolling Hills, a subdivi+ion to Washington County. then,-e South 1' 14' Al' Wast, 2,i00 1� feet to Engineer's Stattot(110&00. i The width* to feel of.he strip of land above referred if. to are as (olio.* Station to Station Width on Westerly *it's of center line 99 -0 101.00 )10 taper to 200 111.00 105.00 200 topor to 1l0 Ibe@rings used herein are Is ad upon the Oregun Co-ordinate System, North : na.) The parcel of land to which this description applies cunteins 1.1 acre@. As a part of the i oneldsration hereinabove stated, there Is also bar6ained, sold, conveyed ani relinquished to t.- Grantee all existing, future or potential common, law or �\ statutory*teittat's *esculents of access between the parcel hereia di sc rtbod and all of the Grantor's renlawin4 nal pro rx e Page I - SPECIAL WARRANTY DEFU soot wJ4 n 524 .Jh 3U )do INS L P oglv'C'," �5L VI ZE e I I � I S.W. _ VARNS—_-- STREET - - r - - -- - - l 1100 1200 1300 I Oo \64AWIVIS 1 a I � �L 1400 FARMERS 1401 2 FOUGH7,J0SEPH M -1 T,& W E4U1PMA7V7 CO. y 1 i I 1 It00 1 fOCOST, JnSEPN At. d w Edv/PMvir Co. I 1 1 a I I I I GEORG/q-PAG�F/C i 11