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HAMPTON ST. SEWER SANITARY SEWER 1 1 !/N 6J11 f/> 0t00 .e:x 5r PK6• Lor ' f i /►�N .St.Sg , /14V ?!r A 0 � - plotcri ------- /sl. + I I � \�`� �~ 3 34d. oQ . .- - F' 20�'. U�7 `-+`� "'"--- -J. �'l: /-��9'/Y1..:✓r�JIV S J I -6? G9 �� /f I L Rlw ( I *67' 3 0 A r-9 H "S r,..'a ouT •Z,. ! \ ri _ . .�v I (ENO �fi'O✓.� �,.� � I W c a 64 Vi I I 1 I � /1•r1-/_/B rF.9lJ� IO� � i /o'r•� 2 /t�-•� I E 2 t /•� /t'Jy' 2 t 17,9 ) r �■ h � " It�-. ..� vv ,A- .S Ij Al 6 I 1 I I I I i 2 t QD N - - - — - - - - _ _ - - - ' l ( g D•00�9L L • z �� 1 j10, I I g' • r m I {. ;� i "S• 004 �! ' ! I ! ! 1 I C 00 f t � ?� ' /E G.: 1.� _ I ' n OW N t � � ! i _� , �• i � 1 I I I �— 1 }i —�r __._f. � j __�._..T '-- l , � t��_ , 6. i } r r .E G �, '!1 I I Ipo , I +_ R I S 15 r G j 1 � ! GI E E R I N G !I .rr.�'_.� _---Y____ _ ___.. .1- ..�.:r�- I - _ _�.._ -- i -I --- ----.- - __--_ _____- .r. t _ -- ---___ __._._ -_ .__.- _ __ ___•�_ �._ � .r_.1.._.__-_ 00 XNN_ _-•— ----•*---- •'�•-•---h----- __.�*rte.... -t- ---•---,- 4- -}--- � I — t•--- -+-- •�-..'•-•. .r � �_ I �.145r N .SEM t'R y _1 1 I ' _.,_.---_._._._---�- ---- ------------. _.. —_.-_____� -- -----.....__ _•- ._•_ ._._�_____ 1 � � ! � - _...._ .mow. ._ .. _._._ _____ .,...__ ...._. tat /q t rf�` /6 f. = .' r ;14 t 'Q! PLATE 1 PLAN PROFILE O. I'. R A R. E. '•tANOAPI) -- 11Aq AQ90'0IPOI V[LLUM--MAnir ANM OItINTfD IN U 41 A , EUUENE f)IEI2GEN CO HAMPTON ST., SEWER 1. OF r ' _ �i. 111Ii II11,I11,�,11-�'I��`�U�I�'t� I'M�'�111�t� �) �fllt ( 'I'(111�111111 llll�ll 111I111IIItln III II�tIIII�I'111111I111I111I111IIIII,I,I,1,I,I,�i11��111,I1I,1,I,1,�,1,�,1,�„I �, »w.�+.�..- I r �f NOTE; IF THIS MICROFILMED -- I Z - 3 4 5 6 7 8 9 10 I I 12 ' ;{ DRAWING IS LESS CLEAR THAN IS DUE TU RAW UALITY CFTTHF ORIGINAL __- -------- --- - ----_ _ _ -.-------_-__—_ _ _.------- < OE 82 92 LZ 92 S2 fZ EZ ZZ 12 02 of 91 LI 91 SI t,I EI ZI II 01 6 9 L 9 S b E Z 1„•�� ,.,,='�'�� 1�I11unl,u,lu,�I,n,Innlunluuln,�nllttullullllu,1,u,1,wl,,,,lf�„Iuulunl1n11unl11ullulllullunlnnllullul�lunlluli��!InInnI11111ru11uullullltltltnt�mihlulul�l�IJ�N1�1111uu1u11IlUlIIIIlII111I1111�11tl�Ullllll,�llllWlllllllllllll1111uWIlll1 , � C JUNE 24 1992 , i) j s' • I GRA v�-.A. O t 17 0 Ex/s r A-7-y' S7,Ah r P O./. 4., Cu,S'ks Li,vE I I I ��• w � w f I R/w owl Ln CL a v \ + o b i >< I C� E06E OF f?V.1/T,-� � I �I � e I � � � f `• J J Z m f sl J w V ! I I I CL z zi } ; I � j M 1• V) (� �. � B -vo ,o- I ` 2 G t 7$ vv i .5 .5' W1 IR 1 / n16 Sr A N _ 2 56 _ — — _ _ IMF 30 7. fl -A 7n7mfn it La th _ T— M — _ _ _ _ — — — - __ a -_ 1, IJ W V _ — _ - - _ — ?0 o W 4271,J. _ ------- tit— ATE 14A R (8 w 5 _ — — _ _ --_ _ _...._ _.._._. _ --'- - - -; — _ _ r - f ' o y r� .�9• C O (s U Ey' f.0 si� PLATE 1 PLAN-PROFILE D P. R. & R. E. STANDARD MO" RAn Aarr RDOr v[LL.UM—NAD[ AND PRoN1[D IN U. 6 A. [JAM" r OIC 19T. SEWER EUt3ENE DIET2GEN 1:0, I _ - _ •+ ltl11�r Fri T Q A I�U NOTE : IF THIS MICROFILMED —' - - DRAWING IS LESS CLEAR THAN THIS NOTICST-,IT IS DUE TO •jlf_ QUALITY OF THE ORIGINAL ..r DRAWING. _ —._._-' ---- --.,_.__c-------------- _... _ ._—___— . :c ---- -- - ' 1. ofr az vi c11z 1 vz s1/?. rz �>P Z-14z.. i»e it el1.ly�/ Ia! v11i 'al i rfI el{i atl i t of 41 11 v 4 .. r- {��J�1'11 z i o•,� _. y ,A ,. (►u�l��I��I��I��I��I��1�� N1�I,I ��NI I��'NI �Nb1-1h 1 111►lAlliIl„ol� olli'l' 1111111I�1f Otit/��1��1 fi T__ 71 cl - 77T JUNE 24 ,1992 a r- r ..,�, _.. ,........ , ..,.. ,,. NII CD Q v- -0 ro� o n j N C 7C W ti OAC �y 37!D Qn (D Q PL �aWo CD CL (D O'er G)cn to O C7 CD N Dto N O� ap [1 .-w........ ♦ .. p, r , August 12, 1971 , a.� K. dig 1u 3+114 S. Sigler ;alwo S.W. 69th- , : ij&rd, Oregon 97223 ,;*s Lamb-Msaton Saver gutsnsiow .w►«r Mr. alglars m °cx�rdanoe with the terms of your agreement with Daub-lhat_on, �m enclosing their shock in the amount of $45.00 an your share ,r -chn x wimbarsoment for an additional sower hookup. if further information is neeo`ed regarding this reiabursowent, i>t.o so few 1 free to contact sie. Sincerely, :keria gartig City Reoordar as� Is ouu�lcartu• Marian a. Maidia J. R. Hardin 1 1 1• J. vardir, q, r. Hardin 7630 G.W. 820d Mrtlsnd 'yre7oa 07223 ,1; a�r 4 Y M August 9, 1971 Lamb-Heston Inc. 12977 S.H. 66th Avenue Tigard. Organ 97213 UU Attnf aruce Morgan, Vioe President Res Lamb-M&ston Sewer xxtsnsion Check 0009491 Dear Mr. Morgan t ( 1 1 i Mr. Hardin returned your chsasc today vS,th the request it be '{{ replaced by two chedks as fo1lAM99 _J 1. Payable to Marian A. Hardin, J. K. Hardin, Illa J. wardin and 0. P. Hardin in the amount of $45.00. rr 2. Payable to Rex M. Sigler and Zell" S. Ziqler in the apount of $45.00. your assistance in making these changes will be appreciated 1 and if I may answer any questions regarding this matter, please feel free to contact Me$ Sincerely, Doris Hartiq City Recorder DH 9 Lm enclosure v y S At CITY OF TIGARD P O. Box 23557 12420 S W. Main Tigard,Oregon 97223 February 11), 1971. Mr, and Mrs. J. K. Wardin 7530 S. W. 82nd Avenue Portland, Oregon 97225 Re: Lamb-Weston Sewer :Xtension Attention: Mr.. h Mrs. ,. F. Wardin Mr. 6 Mrs. R. W. 'Liglnr roar Mr. and Mrs. Wardin: 'n accordance with the terms of your agreement with Lamb-Weston, I am enclosinq their check in the amount of. $90.00 as reimbursement for an additional sewer hookup. If further information is needed regardinq this reimbursement, please feel fret! to contact me. Sincerely, Doris Hertiq city Recorder OFI/lz 1 l Enc. Ck #()09491 I �ou�cr N�M�'nn� s?, s�w�Xr �« M 7 ,w StW 4l�JE L/ES 4A..).- -5 cAj A..).-SW G7{SAVE — w NicN t/AS at EA1 ✓•4-_ArE_,C> — 1' F/ND AJU . FOR AAJ �s�rJT- To CIO vER rNt sE.LvER :n IiA Me. J 11161ANC.1ND INIIINFINOW 1"77{ •."1N ITNI 7,POOIll14D,O11F00011723] .NONI 6„ 56,1 Rot cF�V�D '8 July 7, 1969 Pry Of T'c4 �ps9 Mr. Keith Thompson City Engineer 12420 S. W. Main Street Tigard, Oregon 97223 Dir Keith: 1 want to enifirm the delivery to you in yo,ir �-ffice on July 3, 1969 If c ,r Maintenance Bond covering the Hampton Street sewer. This Dond was fc•r $8,914.40. I assume than ehis com- pletes car cbli.gar_ion in building arid turning over to you this sewer ?xtennin:i. Sincerely, M, jan Vice; fir i .-i, f`1... r r..I 6 .f nglne ging 9HM:p I 10! ►' '` ' Bond No. 1-410-099 Form S-Iflr 12.62.IM INSURANCE COMPANY Hamilton,Ohto Maintenance Bund Know All Men By These Presents, That we,LAMB-WESTON, ZIEGLER & WAADIN as Principal, and THE OHIO CASUALTY INSURANCE COMPANY, a corporation organized under the laws of the State of Ohio, with principal offices at Hamilton, Ohio, as Surety, are held and firmly bound unto CITY OF TIGARD, TIGARD, ORrIGON (hereinafter called the Obligee), in the penal sum of sIOHT THOU,$.ANP.. . ..,(IUIPDRBjD...... FOURTEEN AND 40l100------------- .... (; ..9111.40..,. ) Dollars, for the payment of which, well and truly to be made, we do hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,firmly by these presents. DATED this 27th day of June 1969 . WHEREAS, the said Principal has heretofore entered into a contract with the Obligee above named for Construction of Hampton Street Sanitary Sewer and, WHEREAS, the work called for under said contract has now been completed and accepted by said Obligee; NOW, THEREFORE, THE CONDITION OP THIS OBI IGATION IS SUCH, That if said Principal shall, for a period of one years from and after the 27th day of June 1969 , indemnify the Obligee against any loss or damage directly arising by reason of any defect in the material or workmanship which may be discovered within the period aforesaid, then this obligation shall be void; otherwise to be and remain in full force and virtue in law. PROVIDED, HOWEVER, that in the event of any default on the part of said Principal, written statement of the particular facts showing such default and the date thereof shall be delivered to the Surety by registered mail, at its Home Office in the City of Hamilton, Ohio, promptly and in any event within ten (10) days after the Obligee or his representative shall learn of such default; and that no claim, suit, or action by reason of any default of the Principal shall be brought here- under after the expiration of thirty days from the end of the maintenance period as herein set forth. i XPIrE THE OHIO CASUALTY INSURANCE COMPANY By �1rV\% L.. 1. , `,-.1 HH;RMdAN ORTMMER, ATTORNF.Y•IN•FAc1 IJP l Jme 4 ' -ton -40. w97'7 &I.q, th Aveue "'Ward. or.-egon Aitteat"al lar. llrew la►t+graa Dow lar. AI MR, • oopy of as asoytoble am"tenaaee !brad La her i earlased. the bona dwalA be in the unarm ho ebySol& a! the oast of the lrejoat awd list the City or noard as ab Z lilee. since% your eontrastor is a to Yalu for a lseae�' bowled by the aowtrast owl" o! ors year. I can see no prs,bken in ahriv;rirp that bead to 110" the City under a aaia- cenanae bond fbr a to"" agorat. Sincerely. rai th c. "Iireator of lublis NOs'ks NMI 0, 1 a ,i , ��• ,fir i b1lli.liirr►�w.u.riraw� � ,� ;. .... : ' I cc gg Q mg 81 8� e a o 7e n Q Q n 7G ^. w .. m rwe c 0 0 u U s ti w F � � o 0 0 o e o 0 0 o e e o m n b 0. • ry N p a ad n �d ut • ri N - o o d o o' H O w + x a yU OY zS I ri �IIII�II(I11I�IIILIIII�IIIlillllllll�1111�11�1�11�,1161,6�111111eI,�elilliilylyllllllll Ill�yll le I I I ISI I I S , I I 1 1 1 1 1 1 I__ Y�N .41 .a e{ 0 ? EES U H FI O ryd3' ..f N y 14 uta 9 N r7 Y. N H ', � (�(��•3,p�� nQ �� X19 .g� � � � � ,� > `.7 v wQ N Y w 7E N 25 ri9 ° Liari U d �•�^� g nw� � 3 �'� .S .b'' U �� .�3 Ir �y .� :, :v >•0 3 a ✓.. �� r � Iieq ro L m n 7 .tii G y f�� a d C. 8 V p 0 N.y.L O s aII [r O m O • L Jc' a a s � o to Ss' 8 yy NyhC y� veo yc Ua� S ::o.5u - Tye " •ire � � ,n .r L,r, �,o LI.,n �^s � ..�..,., �^�U — IL8 °J ay 8 t 'R :1� O O II U '[7 0 u k g g s 61 It z o 10 F O w x a p�U Y 0 n 7. P I I I L I II I � I I I 1 I IIII�IIIIIIII�IIlI1111�IIIIIIIIIIIIIIIIIIIIIIIddil�dlld111lll�llilillilllllll�l�li Ililll�ll �lllilllllil I l i l l l l � W 9 L q N Fw CL .� a u n v a .S N ip Cco ry u � CL lu O u� ANw 9 � � L. : Eu o t > N w d �.�� ' a $ ro ° � Na Pj a atv v -ov'n5 j3 � v � e0v •tl y7 C. 17 .t7 ryyf n,� 44 'S D •y �60.,•OG 0-0 ii 3N•�p� > �;..1� r .�.� ''7 Q� 'f' e! O.� ur• 0 mRY � U zi 12 ei" N� -r ays e�r✓m � �ei � '"�'""' "" y� J k a `F M' f TA 5+ May 7, 1969 i Mr. and Kra. J. S. Hardin Mr. and Kra. G. P. Nardin 7630 SW 82nd Portland, Oregon 97125 gear Mr. and Mrs. Hardin, Re, Laub-Weston Saver latemlos II II In accordance with the torus o[ 4 your agreement with Laub- Weston, I am enclusing their check in the amount of $130.75 as reimbursement for sewer hookup charges. If further information is needed regarding this r•eimbureesiost please feel free to contact se. iL Sincerely, Uorls Hartig City Recorder ' r Eno. 11F" *f Ilk } 77 April 22, 1069 S Iamb-Weston, Inc. ` 12977 SW 66th Avenue Tigard, Oregon 971221 Gentlemen: I an enclosing a copy of the fully executed agreement, which I promised to send you, for your records. If further information is desired, please feel tree to contact me. Sincerely, 6 Doris Hartig City Recorder DR/dl Rao. i n G e ; � is x April 22, 1969 ,Y J. K. Hardin and Ila J. Mardis C. 1. Hardin and Marian X. Mardio Rex M. Ziegler and sella Q. 51e91er 121SO BM 68th Tigard, Oregon 97223 I as enclosing a copy of the fully executed agreeaant, which I promised to send you, for your records. it further information is desired, please feel free to ` contact se. Sincerely, 6 Doris Hartig ! City Recorder Db/dl Enc. IL I I . Y . t w M' ,r 01, r f=3 UNoon -SH IA'tOI�1 OHLO� STANDARD FORM OF CONTRACT BOND KNOW ALL MEN BY THESE PRESENTS, That we, ALOIIA CONTRACTORS, INC. of 4CI85 S. W. 185th Avenue# Aloha# Oregon (hereinafter called the Principal), no principal, and THE OHIO CASUALTY INSURANCE COMPANY (hereinafter called the Surety).as surety, ore held and firmly bound unto i IAMB-WRST()4, ZIPGLIRR d WARDIN, 11977 S. W. 66th Avenue, Tigard, Oregon of i (hereinafter called the Obligoe), in the sum of NINPTPPN THOUSAND, TWO HUNDRI) P.IGHTY NINE AND - )"I i 1------------ Dollars ($ 111,289.70 ), for the payment whereof said Pnncipal and Surety bind themselves firmly by three presents. WHEREAS, The Principal has entered into a written contract dated April l5, 19 69 , with the Obligee, for conmitruction of Ilampton Street Sanitary Sewer. 1 e copy of which is hereto annexed: NOW, TI IFREFORE, The condition of this obligation is such, that if the Principal shall indemnify the ObGKee against any lose or damage directly arising by reason of the failure of the Principal to faithfully perform sold contract, then this obligation shell be void; otherwise to re- main in full force and effect. { PROVIDED. however, and upon the EXPRESS CONDITIONS. the performance of each of which shall be e •ond,non precedent to any light to "'."ty hereon. I IRST The Obligee shell notify the Surety by registered letter, addressed and mailed to the Surety at its 11—F Office to Hamilton, Ohio, of any breach of said contract by the Principal, or any art or omission of the t Pum-,pal,lir of any gent or employee of the principal which may involve or cause a lou for which the Surety may be liable, within ten (10) days after such breach lir set of omission shall have cnmv to the knowledse of the ohl,g.e er any tepresentator. of the Obliges authvrityed to supervise the performance of said contract; and if the Principal abandons said contract or is lawfully compelled by reason of a default to,ease operation-thereunder. the`l,—ty shall have the right at its option to assume the contract still to sublet or complete tt,same;and If the Surety #Lets to sublet or complete mid contract,all moneys due or to become due and pay,ble a der ilia terms of the contract shall be paid to the Surety regardless of any assignment or transfer thereof b, the Principal,it being the intent hereof that tb- right of the Surety to mid moneys or payments shall take precedents over any assignee or any othrr give se cl.,mant, but If the Obligse completra lir relets the conhae t,all reserves,retentions,deferred and nihrr payment, provided by the contract to be paid to the Principal, had the Principal duly performed said r ontract, shall be credited upon any claim against the Surety, and no forfeiture I—vtded in said enol act against the Principal shall he operative against the Surety. SECOND! All suds at law or proceedings In Equity to recover on this bond must he instituted within sig months after the completion of amid contract, and in any ...lir within twelve months from the date flood to mid rnntrart Inc Its completion, or it no time is specified In said contract for de completion, helm. the 15t11 day of April 19 70 , unless the Surety shall have extended the time for instituting mid suits or praceedimgs in writing signed by an officer of the Surety et its Home Office at Hamilton. Ohio. Tf11RD. that the Surety shall not be liable for any lou or damages resulting directly or Indirectly ftom strikes lir labor d,flnult,es, or from mobs, tiots, fire, the elements, or ads til God, or for the repair or recon• at,ucoon of any work or materials domexrd or destroyed by any such causer, nor for demsoes from inlury to perann, lir for the death of anyone; nor under lir by virtue of any statutory provision for damages or competaa- non for injury to lir for the death of may employee;tint for the notrpetformonce of any guaranties of the efficiency or wnnng qualities of any work dons at materials furnished or the muntenenre thereof of repair$ theretol tint I„r the furnishing of any bond or obligation other than this Instrument; nor for damages caused by delay In finishing such contract In excess of tan per centum of the penalty of this instrument. f Ot'RTIi. That the Oblige $full folthful'y perform all the terms,covenants and conditions 4 uch con- tract on the part of the Obliges to be parfermedi and stall also retain tflat proportion,if any, which such contract Ipec,hss the Ohl,;ee shall or may retain of the value of all work pulormed nr materials furnished in the prosecu- tion of such contract (not leu, however,ie any event. than ten per onion, of such .slue), until the complete performance by the Pt,nr,pal of all the arms, covenants and conditions of.—I contract on the Principal's put to be performed;that the plane a pecificatiot.o mentioned in said contract are at any respect defective,and era end at all times will be kept adequate for the complete performance of such contract.and that ne change @hall be } made in such plans end specifications which @hell increase the amount to be paid the Principal more than tan per centum of the penalty of this instrument, without the written coueent of the Surety. FIFTH: That me right of action shaU accrue upon or by reason hereof,to or for the use or benefit of any one other than the Obliges heroin aamedt and that the obligation of the Surety is,and @hall be construed strictly es, one of suretyship only, shall be executed by the Principal before delivery, and shall not, nor shell soy In• trre.t the: n or right of action .hereon, be assigned without the prior consent, in writing, of the Surety. SIXTH, If at any time during the performance of the ceatmet the Obligee received notice of nay unpaid leim for labor or material furnished the Principal on the contract.the Obligee shall within tan(10)dye aetiy the Surety,and if directed by the Surety shall withheld payment from the Principal of money*due or to become due until such claim has been satialled. SIGNED AND SEALED, this. .....iSth............day of...,,,,APrl1........I................... .........19...,69 ALOHA CONTRACTORS INC ................................................................................. Principal THE OHIO CASUALTY(IQ SSURANCE COMPANY, ......................... Attorney in Face. i I O u C M�1 0i ��(:��IIW1 V�he Cj 7_�1.,1 0 .H 111.•.MTM'}w1l.,M"..MO �111.1.1M 11!!1 .HOIN a-0411Alf O 1 T. 1 ator of Tigard 14.1 an Street p i )n 97223 1 1• l• hecks which should cover the cost of a „F E with the sewer extension that we are ,r Research and Executive facility. Could ivy this permit issued to Lamb-Weston, Inc. , ,r- any forms to lip filled out just phone J.(, 'll.ad to stop at your off ice. r check to the C'.ty of Tigard is for 3rli tt,p two additional checks ($139.75 each) ,rh(�r parties that ire paying for the ion ,osts. It is my understanding i ward these checks to Mr. Wardin and 1 ' f I! Y '141#111',.."to leu 1 ioe�WHIM•r.o.IM tHM,MMW1b,MIOW!Itl+f•waN1 Ih ru 1 1 lit ��M�I1CM AMU[MpIM1l�ING: 1117 1.• MIM Iftlfi,10�Il�Mp.OMOOM tt)}f rNO1M•N•MII a r^ f Telfer letter addressed to the city frau Nessrs. jl(�r• ,s cell as Lamb-Weston, giving guid- t• Pi to tn.:! way we would like funds dis- 1 .• ,,. _hree parties from future sewer This ( )cument should be part of and ,r• -firgit. be`l n these three partias and r; I,r. would" u .lwrize the construct.iun of 1 cumenr. was signed on March 26, 1969 t}1f' cit . I;., further help that w�- an give you on :er ma know. r, r lir.--ring 44 I UIMMu an�. 10.r liOrp r.i MSM ►.p.bl IfIN,MMII ANA.r,Ulnow�tlq•.w,Nl lr7Nll .j , 71•LLL.LNCN AND INGIN LLLING. ILL"L.L.LtLN LL01111/,LNMiLANN,OMOOIL 0711 FlIOM ON."II '1. Telfer .Llator of Tigard n: W. Main Street r a r rr I r 147,123 1 :,n: ` lia—A tc your Keith Thompson relative to the u / i dpplyir(g for, and receiving a permit r_ire sewer line we are about, to construct. ..•sl_1 with you we would like to apply for and ;-rmir prior to spending $24,000 on a sewer completed, would have our building as lLate user. I t o a•d ynrt are busy with yo'.ar budget preparation t .r , ,; Ir�:•�iate any guidance that you could give r h. w, l an work with your engineers to get permission. t r r I .rrmat.ion we have requests by bid on this sewer j,,pr,sirin(i funds fr)t its ccn--ruction. Com- i i! pi r)ject will be due i:r good part to the nt oration we have requested from you. N ' 1r r q .;•� Lfl. rq,jn • 1 • r.'r' .•_'.•ring RECE►Vto i,.3,;,ison APR 3� 196 hr , I'irri„ CITY 9 OF ricARD f •1 NILA o..$4 Lou uwn tI1NN r o boo g141,"tt Allo,MGM r»u I.LNIINI W 0 f• to Ai- a , d t N Portland, Oregon March 3/ , 1969 N3dr^ t J t,y of 1'ipard Tigard, Oregon ;entIemen: Reference is made to the Agreement dated March 26, 1969 between th.P undersigned and the City of Tigard relating to the construction of a sewer trunk line. We hereby instruct you that all amounts payable to the owners referred to in the aforesaid Agreement as reimbursement of their coats *'Ti t.ho construction of the sewer trunk line referred to therein shall too payable separately as follows: 1/2 thereof to Iamb-Weston, Inc. 1.2977 S. W. 66th Avenue Portland, Oregon 97223 1/4 thereof to JK. Wardin, Ila J. Wardin, r,. F. Wardin andrMarian E. Wardin n C/o 5'drr-s*.. , 19el t At 16.io .� Pam f'. �L� ell t. 1/4 thereof to Rex W. Zi/gler and Zella G. Zi�ler At „ d N 2Pkei 5 ,, 7s'� 1 These instructions shall remain in effect until all reimbursement ias b-en paid or you are in receipt. ui further instructions signed by all of us. Yours very truly, IAMB-W®10N, INC. , , .K. Warding r ^ , J. ardin G. F. and _._ Marian B Wart4n r+ Rex X Z1Vker,-11 1 l �1 J' hN 1 STATE OF OREGON ) ss. County of /t 'c.,ti. ;•.. ) ON this _day of ,t/„,, �, �, 1969, personally appeared 4'at L<< who, being duly sworn, did say that he is the .jpnl of LAMB-WESTON, INC., and that said instrument was signed in behalf of said corporation by authority of its Hoard of Direct:ors. Before me: Notary Public For Qr Ri A — My Commission expires:; 7 i STATE OF OREGON ) as. County of Washington ) On this /c 11 day of kt�,,_,� , 1969 personally appeared ELVIN 0. KYLS and DORIS HARTIG who, being duly sworn, did say that they are the Mayor and City Recorder respectivwly of the City of Tigard, the municipality whicn executed the foregoing instrument, and that said instrument was signed on behalf of said municipal corporation by authority of Ordinance No.69- _� _, and said EL 'TN 0. KYLE and DORIS HARTIG ar:knowledged said instrument to be the free act and deed of said City of Tigard. BEfore me: Notary Public o,F Oregon '/0,/w/r My Commission expires: -6- xE,j' 'a#F STATE OF OREGON ) )aa. County of Washington ) On this day of LJ:," / 1969, personally appeared REX W. ZIEGLER and ZELLA G. ZIEGLER and acknowledged the foregoing instrument to be their voluntary act and deed. Before me: Notary Public for Ore g0 My Commission expires:_ 9 24 i STATE OF OREGON ) )88. County of Washington ) I On this ,Li day of �� ,�` , 1969, personally appeared JOHN K. WARDIN, ILA J. WARDIN, G. F. WARDIN and MARIAN E. WARDIN, and acknowledged the foregoing instrument to be their voluntary act and deed. I Before me: Notary Pubic for gon f My Commission expires: ,z y li i Wid X _ — •mss° _'�:��► —�,1t. - R' 1. n rI -, " J.AMP-WF.STON, INC. SEWER AGREEMENT March 26, 1969 1 ,. Ten year contract with City and reimb; sement shall not exceed 50% of the total cost incurred in construction of line. Cost of line 8 (undetermined astf of this date). { �. Owners shall pay to City usual connection charge including 10% sur- charge for Phil Lewis Contract, plus a surcharge of 60% of connection fee. Surcharge to be paid as City may direct. 60% connection charge applies to property shown on attached map. (It is Qy understanding this money is to be received ` by the City and we are to turn it -ver for disbursement on the ` basis of } Zieglers, } Wardins, j Lamb-Weston) Checks from connecting parties should be to each of above but should be delivered by City. f 3. If trunk line is extended beyond property shown on map there will be 10% surcharge based on 10% of the city's basic connection fee. 4. All lands shall be annexed tr the City when they become contiguous. I There is also a surcharge due to the School District as this f is an extension of their line. In most instances this will be 10% of the connection fee. Please r?fer to Phil Lewis Contract. 6. Please record any checks delivered to parties involved on ,'acket of folder. r N cw',�:7�IrY:eML....a.�rl�.ww�,.....c d: '" :•.ti..." .•...,:w .a ... ... �. ! THIS AGREEMENT, Made this .?L day of /� arc�� , 1969 ll ' between LAMB-WESTON, INC. , an Oregon corporation, J. K. WARDIN and 1 ILA J. WARDIN, 0. F. WARDIN and MARIAN E. WARDIN, REX W-51W}LER and ZELLA G.ZIdljLER, hereinafter collectively termed the "Owners", and the CITY OF TIGARD, a municipality of the State of Oregon, herein- after termed the "City", r W I T N E S S E T H WHEREAS, the Owners intend to construct a sewer trunk line at Owners' expense extending from the Easterlymost terminus of the existing City sewer trunk on the Phil Lewis School site near S. W. 72nd Avenue at manhole 16+20 Easterly to serve lands of the Owners and the lands of others, lying within BEVELAND No. 2 and PORTLAND HEIGHTS subdivisions as generally depirted on the attached plat en- titled Primary Service Area, hereinafter termed "Plat", the bound- aries of which are legally described on t.�e attached Exhibit "A", both said Plat and Exhibit "A" being, by reference made a part hereof; and WHEREAS, tt.a Owners have applied to the City to approvo con- struction of said line and to permit connection thereof to the Phil Lewis School trank sewer and to furnish sewer disposal services to the Owners and to the lands within the boundaries of said Plat, and the City, subject to the agreements and provisions hereof, is willing to grant to the Owners the privileges and uses hereinafter set forth; NOW, THEREFORE, in consideration of the foregoing premises, the agreements herein contained, the payments to be made by Owners and others to the City under the terms hereof, and the mutual benefits I to be derived by the parties, THE OWNERS AND THE: CITY AGREE A5 FOLIOWS: ti .. r r . (1) The Owners may, upon approval by the City of plans and specifications prepared by the Owners, proceed with construction of said trunk sewer line from the terminus of the existing Phil Lewis trunk sewer at approximately manhole 16+20 Easterly along a course generally depicted on the attached Plat to a point within S.W. 67th AVenue between Block 37 and Block 38 of PORTLAND HEIGHTS, all at the Owners' expense and cost, including rights of ways and easements. (2) The Owners shall pay, or cause to he paid, to the City for each connection of the Owners' lands to the trunk line, a con- nection charge as prescribed by City ordinances plus a surcharge of 60A thereof. The base charge shall be paid to the City, and the j surcharge shall be paid as the City may direct. Owners shat: bear the cost of connecting their premises to the trun.: sewer line, and no conne-,tion shall be made until an application therefor has been filed and the connection charge paid and all work and materials involved in the sewer service connection shall have been inspected and approved by the City. (3) Owners shall file with the City an application for sewer service in the form approved by the City and shall thereby become bound to pay morithly sewer service charges to the City in sums equal to those prescribed by City ordinances for similar uses of the City's sewer systems by patrons within the City. Residential and commercial service only is contemplated by this contract and any requirement for industrial or other wastev shall be subject to fur- ther negotiations and agreements, if any, between the parties. (4) Title to, and ownership of, said trunk line, upon com- pletion of construction thereof pursuant to the terms hereof, shall vest in the City and the City shall thereafter have full ,jurisdiction thereover in all respects to the same extent as the City exercises ,jurisdiction over any other sewer line within its system; provided, -2- That the City agrees to require payment by any owner or user of premises whose lands abut upon or are to be served by said sewer trunk line or any extension thereof within the boundaries of the area delineated in said Plat and Exhibit "A", who shall apply to the City for connection of said premises to said line, in addition to all other connection charges, a sum equal to 60% of such other connection charges, and said amounts shall be paid prior to accom- plishing each connection and shall be held in trust deposit by the City or paid over as the Owners may stipulate, by agreement served upon the City, in partial reimbursement of the Owners' cost in con- structing said line. The Owners shall furnish to the City upon com- pletion of construction a sworn itemized statement of costs incurred in connection with said sewer line construction to enable the City to evaluate tr,e re1mbur5able amount. Reimbursement hereunder shall be limited to a period of ten (lU) years and shall not exceed C _ per cent of the total cost incurred by the Owners in constructing said line. At the ex- piration of 10 years or at such time as the reimbursement has been accomplished in accordance herewith, the Owners' rights to reim- bursement hereunder shall. be of no further force and effect. (5) Inthe event said trunk line shall be further extended to serve properties beyond the boundaries of the area depicted on the Plat and as described in Exhibit "A", with respect to each appli- cation for connection beyond said boundaries the City shall require payment by such applicant of a sum equal to ten (10x) per cent of, and in addition to, the City's then prescribed connection charge, and said 10% shall likewise be placed in trust or paid over as the Owners may by stipulation direct theCity to apply against the said reimbursable cost as hereinabove in Paragraph (4) set forth, lim- ited to the term of 10 years. i. 1 7 .ajo f (6) It is an express condition of this agreement thatst the City's option the Owners' lands, or any other lands served by said trt;.nk line for which sewer service is made available .hereunder, may be annexed to the City as and when said lands are or become contig- uous to the City's boundaries as now established or hereafter ex- tended by annexation, and execution of this agreement by the Owners shall constitute consent to the annexation of the above described lands, and such consent shall run with the land and bind the Owners, their successors and assigns. (7) To the extent authorized by law, any sewer connection 1 or service charge hereinabove required to be paid with respect to 1 premises served under the terms of this agreement, which :harge !n not paid when due, shall thereupon become a lien upon such premises until paid. "ail lien right shall be in addition to, and not in lieu of, any other remedy provided by law. An executed copy of this agreement, containing a description of the lands to be serviced hereby, shall be recorded in the Mortgage Records of Washington County, Oregon, with the i. tent and purpose that notice of the City's lien rights for sewer connection and service charges will be given to all purchasers and users of portions of said lands. If and when the premises are annexed to the City this provision for lien shall terminate. (8) The City shall not be responsible or liable for disrup- tion or temporary discontinuance of sewage disposal services here- under due to flood, earthquake, or other act of Cod, or other causes beyond the governmental control of the City. The Owners hereby take notice that in the event the City shall be precluded from permitting sewer` connections to the said sewer trunk or any extension thereof by order of the State Sanitary Authority or other authoritative governmental body, the Owners shall -4- I".��.'^' 1dMYr..• I.�� ..,.LJ.IYr.1� s.. I�L:WIa.a .��. . .Y4�,. have no recourse against the City for any reason during the effect- ive period of such precluding order. (9) This agreement shall be effective on the date herein- above first appearing and shall be binding on the parties hereto and upon their respective successors, grantees and assigns. (10) NO premises, other than the premises deecribed in the attached Exhibit "A", shall directly or indirectly obtain any right or interest hereunder, or succeed to any privileges of the Owners hereunder without the prior wirtten consent of the City. IN WITNESS WHEREOF, the parties hereto have caused their respective names to be hereunto subscribed individually and/or by their dficers duly authorized thereunto on the day and year first hereinabove written, execution by the City having been duly auth- orized by Ordinance No.69 enacted by the Tigard City Council on I �, y 1969. LAMB-WESTON, INC. By: Titley 07 (SEAL)K. arn Ila V . (SEAL) wardin (SEAL) ' iZ `lid �. (SEA ) Wardid Marian E. wardin (SEAL) ,�'( ! �(2/ (SEAL) ez a er ie`I `� iog eI r—'1 CITY OF TIGARD, a municipality of the State of Oregon By �_ l syor By, -- 1ecor�ii er -5- 7.4. 1k �. .. ..�, A ♦r i . IUILIt_ S HARRIS 6 GRIFFIN ,f ' ►ter.hrte �1 civil ingrneerinp i y am a.Ce"unercial Street t Trgerd.Oregon 97223 Telephone: 16031 e",7706 March 7, 1969 Pro,j,�ct: Hampton Street Sewer Subject: Primary Service Area . Legal Description I State of Oregon County of Washington ner the thw 1N SECTIUN 11 T2S, Rgt'of•record; Thenceaeasterlyualongtthe1Southflot line ofI Beveland No. 2, a P said lot 13 and the extension thereof, 221.26 feette lfeettoto otheeast corner northwest of lot 20 in said plat; Then^.e northeastheuceeeaeterly along the North line of 1 corner of lot 19, Beveland no. 2; g feet to the East line of S.W. Said lot 19 and the extension thereof' 40 .5 feet to the north- thence northerly along said Fast line 35-05 es of west corner of lot 14, block 31, West Portland Heights, a plat of record; in tnence, in said West Portland Heights, d easterly along temoretorlless to the lots 14 and 31 in blocks 31, 32, 33, and 3 , East line of said block 34; thence southerly along said East 1100 feet lSouth4 t'eet more or lase to a point 215• ind the extension thereof 975 thence we along a Line of the centerline of S.W• Irving Street; � Street 1,12U feet more or lees to the easterly parallel witn S.w. Irving. Highway; thence northwesterly right-of-way line of the Beaverton-Tigard of ne to the most westerly corneragttract of along said right-of-way li land in deed to Rex W• and Zelia G. Zthgler enceinorthwes Pe164 Deed erly 315 feet more or Records, Washington County, Less to the point of beginning. Exhibit "A" i ALI �r•r••••«..♦.finµ• '�.;.• ' > w w SPECIFICATIONS HAMPTON STREET SANITARY SEArM PROFFs�, X10 REGON 12� ,ti!) \5 9��FS R• NP�� (IH:1.10A C611TRACTORS & SUB-COWIRAC- rL�?; !a1Ad" C4Y BUS&SS LICENSE Mi 41110111%) PRIOR i• , . rt�: JA1:ES R. HARRIS ) Consulting Ergineer �r 3905 S.W. Commercial Stzeet /, (, Tigard, Oregon 97223 APPROVED Fz Ca � CONSTRUCTION CITY OF TVARD TITLE_!4v '.�` DATE-Z' t SPECIFICATIONS HAMPTON STREET SANITARY SEWER TABLE Lr CONTENTS Page SECTION 1 GENERALCONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . GC1-3C15 SECTION 2 GENERAL SPECIFICATIONS-SEWER . . . . . . . . . . . . . . . Sewer 1-Sewer 9 STANDARD DETAILS-SEWER . . . . . . . . . . . . . . . . . . . Sewer 9 SECTION 3 SPECIAL PROVISIONS . . . . . . . . . . . . . . . . . . . . . . . . .SP-1-SP--3 SECTION 4 uUtSUREMENT AND PAYMENT . . . . . . . . . . . M4.P-1-14U-2 HIGHWAY DEPARTMENT FORMS . . . . . . . . . . . . . . . . . . . 2 sheets GENERAL CONDITIONS TABLE OF CONTENTS Page 1-01- Definitions GC-1 1-02- Correlation and Intent of Documents GC-2 1-03- Conformity to Plans and Specifications GC-2 1-04- Status of the Engineer GC-2 1-05- Detail Drawings and Instructions GC-2 1-06- Copies Furnished GC-2 1-07- Ownership of Drawings GC-2 1-08- Omissions and Discrepancies GC-3 1-09- Order of Completion CC-3 1-10- Materials, Facilities and Workmen GC-3 1-11- Payment of Prevailing Wages GC-3 1-12- Materials and Equipment Furnished by Owner CC-4 1-13- Material and Equipment GC-4 1-14- Determination of "As Equal" CC-4 1-15- Royalties and Patents GC-4 1-16- Surveys , Permits, Laws niid Regulations GC-4 1-17- Points and !'istructions CC-5 1-18- Protection of Work and Property GC-5 1-19- Replacing Improvements GC-5 1 ^20- Inspection GC-5 1-21- Access GC-6 1-22- Superintendence and Supervision GC-6 1-23- Changes in the Work CC-6 1-24- Changes in Work GC-7 1-25- Final Inspection and Acceptance GC-8 1-26- Claims for Extra Cost CC-8 1-27- Deductions for Uncorrected Work GC-8 1-28- Delays and Extension of Time CC-8 1-29- Correction of Work Before Final Payment CC-9 1-30- Defects and Their Remedies CC-9 1-31- Suspension of Work G,:;-10 1 -32- The Owner's Right to do Work CC-10 1-33- The Owner's Right to Terminate Contract GC-10 1-34- Contractor's Right to Stop Work or Terminate Contract GC-11 1.-35- Removal of Equipment CC-11 1-36- Use of Completed Portions CC-11 1-37- Payments Withheld GC-11 1-38- Workmen's Compensation Insurance CC-12 1-39- Public Liability and Property Damage Insurance CC-12 1-40- Certificates of Insurance CC-12 1-41- Performance Bond GC-12 1-42- indeminity GC-12 1-43- Existing Utilities or Obstructions CC-12 1-44- Damages GC-13 1• '.5- Liens GC-13 1-46- Assignment CC-13 1-47- Separate Contracts CC-13 1-48- Right of Various Interests CC-14 1-49- Subcontracts CC-14 1-50- i,rbitration GC-14 1-51- Lands for Work CC-14 1-52- Sanitation CC-14 1-53- Clean-Up GC-15 GC-1 SECTION 1 GENERAL CONDITIONS 1 -01-Definitions The following terms shall be defined and interpreted as follows: 1-01. 1-"Contract" or "This Contract": The particular contract executed by the Contractor and the Owner, of which these General Conuitions, are integral parts. 1-01.2-"Contract Documents": This Contract shall be composed of the following component parts and all approved revisions thereto: 1. Agreement 2. Change Orders 3. Addenda 4. Measurement and Payment 5. Special P:; .•isions 6. Plans 7. General Conditions 8. Standard Specifications 9. Standard Details 10 Information for Bidders 11 . Proposal 12. Performance Bond Tn the event of my conflicting provisions or requirements between the component parts of this Contract, the component parts shall take precedence in the order established in Paragraph 1-01 .2. 1-01 .3-"Owner": liie entity for whom the work is being done as set forth in the Agreement. 1-01 .4-"Engineer": The consulting engineer retained by the Owner, acting either directly or through his duly authorized assistants or inipectors acting within the scope of the particular duties assigned to him. 1-01 .5-"Contractor": The person, firm or corporation to whom this Contract is awarded by the Owner and who is a party thereto. 1-01 .6-"Sub-Contractor": Any person, firm or corporation other than an employee of the Contractor, supplying for and under agreement, either with the Contractor or any Sub-Contractor of the Contractor, labor or materials, or both at the site of the project in connection with this contract. GC-2 1-01. 7-"Project": The structure or improvement to be constructed in whole or in part through the performance of the Contract. 1-01 .8-"Work": The furnishings of labor or materials, or both, equipment, transportation and other facilities necessary to complete the Contract, 1-02-Correlation and Intent of Documents The Contract Documents are complimentary and what is called for by any one shall be binding as 15 called for by all. 1-03-Conformity to Plans and Specifications All work shall be done in strict conformity to the plans and specifications and to the exact line and grades as fixed by the Engineer, and with such instructions as shall , from time to time, be given by the engineer. 1-04-Status of the Engineer All work under the Contract shall be car .ed out under the direction of the Engineer. He shall have authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. He shall also have authority to reject all work and materials which do not conform to the contract, and to decide questions which arise in the execution of the work. All such decisions of the Engineer shall be final and binding on Owner and Contractor, except in cases where disputed time and/or financ±�;l consider- ations are involved which, if no agreement in regard thereto ie reached, shall be subject to determination by a court of competent jurisdiction unless otherwise settled by compromise or arbitration. 1-05-Detail Drawings and Instructions The Engineer shall furnish, with reasonable promptness, additional instructions, by drawings or otherwise, necessary for the proper execution of the work. All such drawings and instructions shall be consistent with the Contract Documents, true developments thereof, and reasonably inferable therefrom. 1-0h-Copies Furnished The Contractor will be furnished three copies of Plans a,id Specifications and shall keep at least one copy of the some constantly accessible on the job. 1-07-Ownership of Drawings All drawings, specifications and copies thereof prepared or furnished by the Engineer are his property. They are not to be used on other work and, with the exception of the signed Contract set, are to be returned to him on request at the completion of the work. GC-3 1-08- Omissions and Discrepancies Minor items of work or material omi'-ted from the original plans or specification, but clearly inferable from the info-•mation presented and which are called for by accepted good practice, shall be provided and/n, performed by the Contractor as part of his original bid . If the Contractor, in the course of the work, finds any discrepancy between the drawings and the physical conditions of the locality, or any errors or omissions in drawings or in the layout as given by points and instructions, it shall be his duty to inform the Engineer immediately in writing, and the Engineer shall promptly verify the same. Any work done after such discovery until authorized, will be done at the Contractor's risk. 1-09- Order of Completion The Contractor shall submit for approval, at such times as may be requested by the Engineer, schedules which shall. show the order in which the Contractor proposes to carry on the work with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 1-10- Materials, Facilities and Workmen Unless otherwis? stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation and other facilities nece3sary for the execution and completion of the work. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of the best quality commonly used. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. The Contractor shall at all times enforce strict discipline and good order among his employees, and shall not employ on the work any unfit person or anyone not skilled in the work assigned to him. Employees or agents of the Contractor who, in the opinion of the Engineer, may impair the quality of the construction, shall forthwith be discharged by the Contractor upon the written request of the Engineer. Neither party shall employ or hire any employee of the other party without the written consent of the other party. 1-11- Payment of Prevailing Wages The Contractor shall pay prevailing wages to workmen, laborers and mechanics, as provided in Chapter 63, Laws of 1945, place of the work. GC-4 1-12- Materials and Equipment Furnished by Owner The Contractor shall receive, inspect and accept all Owner-furnished items subject only to hiddF,n defects, and shall be entitled to damages for such defects only to the extent that such damages are recoverable by the owner against the supplier. 1-13- Material and Equipment 'Ihe Contractor shall file a material and equipment list with the Engineer prior to the beginning of construction and within ten (10) days after the execution r,f the contract. 11iis list shall include the quantity, manufacturer, and model number. , if applicable, of material and equipment to be installed under the Contract. This list will he checked by the Engineer as to conformity with the plans and specifications. 1-14- Determination of "As Equal" The Engineer shall be the sole judge in the question of "as equal" of any supplies or material furnished by the Contractor. 1-15- Royalties and Patents The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringements of any patent rights and shall save the Owner harmless from loss on account thereof, except that the owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, but if the Contractor has information that the process or article specified is an infringement of a patent he shall be responsible for such loss unless he promptly gives such Information to the Engineer. 1-16- Surveys, Permits Laws and Regulations Ilie Owner shall furnish all surveys unless otherwise specified. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for the prosecution of the work and inspection fees in connecCior. therewith shall be secured and paid for by the Contractor. Franchises and easements for permanent structures or permanent charges in existing facilities shall be secured and paid for by the owner, unless otherwise specified. The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the drawings acid specifications are at variance therewith, he shall promptly notify the Engineer in writing, dnd any necessary changes shall be adjusted as provided in the Contract for changes in the work. If the Contractor performs any work contrary to such laws, ordinances, riles and regulations, and without written notice to the Owner, he shall 1;ajr all costs arising therefrom. GC-5 1-17- Points and Instructions The Contractor shall provide reasonable and necessary opportunities and facilities for setting points and making measurements. He shall not proceed until he has made timely demand upon the Engineer for, and has received from him, such points and instructions as may be necessary as she work progresses. The work shall be done in strict conformity with such points .end instructions. The Contractor shall carefully preserve bench marks,reference points and stakes, and in case of destruction, he shall be charged with the resulting expense and shall be responsible for any mistakes that may be caused by their absence or disturbance. 1-18- Protection of Work and Property The Contractor shall continuousl, maintain adequate protection of all his work from damage and shall protect the Owner's property from injury or loss arising in connection with this contract. He shall make good any such damage, Injury or loss, except such as may be directly due to errors in the Contract Documents or caused by agents or employees of the Owner. He shall adequately protect adjacent property as provided by law and the Contract Documents. lie shall provide and maintain all passage ways, guard fences, lights and other facilities for protection rQquired by public authority or local conditions. The Contractor ehall bear *;te risk of loss or damage for all finished or partially finished work until the entire Contract is completed and accepted by the Owner. 1-19- Re,,iacing Improvements Whenever it is necessary in the course of construction to remove or disturb culverts, driveways, roadways, pipe lines or other existing improvements, they ehall be replaced to a condition equal to that existing before they were so removed or disturbed. If it is necessary to trench through lawns, the sod shall be removed before trenching and replaced after backfilling. 1-20- Inspection The Engineer and his representatives shall at all times have access to the worl, wherever it is in preparation or progress and the Contractor shall provide proper facilities for such access and for inspection. Me Contractor shall make reasonable tests of the work at the Contractor's expense upon the Engineer's request. IM Am GC-6 If the specifications, the Engineer's instructions, laws, ordinances or any public authority require any work to be specially tested or approved, the Contractor shall give the Engineer timely rotice of its readiness for inspection, and if the inspection is by another suthority than the Engineer, of the date fixed for, such inspection. Inspections by the Engineer shall be promptly made and, where practicable, at the source of supply. If any work should be covered up without approval or consent: of the Engineer, it must, if required by the Engineer, be uncovered for examination at the Contractor's expense, After approval, a re-examination of questioned work may be ordered by the Engineer and if so ordered the work must be uncovered by the Contractor. If such work be found in accordance with the Contract Documents the C,vaer shall pay the cost of re-examination and replacemen':. If such work be found not in accordance with the Contract Documents, the Contractor shall pay such cost, unless he shall show the defect in the work was caused by another Contractor and, in that event, the (timer shall. pay such cost. 1-21- Access Bridging shall be provided across private driveways and roadways during the period that trenches must be open, in such a manner as not to constitute a hazard to the people who use them. All construction operations shall be conducted in such manner as to interfere as little as possible with the normal procedure of traffic. 1-2.2- Superintendence and Supervision The Contractor shall keep on his work during its progress a competent superintendent and any necessary assistants, all satisfactory to the Engineer. The superintendent shall not be changed except with the consent of the Engineer, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The superintendent shall represent the Contractor in his absence and all directions given to the superintendent shall be as binding as though Riven to the Contractor. Instructions to the Contractor shall be confirmed in writing upon his request in each case. The Contractor shall give efficient supervision to the work, using his best skill and attention. 1-23- Changes in the Work The Owner, without invalidating the Contract, may order extra work or make changes by altering, adding to or deducting from the work, the Contract Sum being adjusted accordingly. All such work shall be executed under, the conditions of the original Contract, except that any claim for extension of time caused thereby shall be adjusted. GC-7 In giving instructions, the Engineer shall have authority to make minor changes in the work, not inconsistent with the purposes of the work. Except in any emergency endangering life or property, no extra work or change shall be made unless in pursuance of a written order by the Engineer, and no claim for an addition to the Contract Sum shall be valid unless so ordered. The value of any such extra work or change shall be determined in one or more of the following, ways; 1-23.1- By estimate and agreemen* on a lump sum. 1-23.2- By unit prices named in the Contract or subsequently agreed upon. 1-23.3- If, for any reason, method (1-23. 1) or (1-23.2) cannot be agreed upon, such work will be paid for the actual cost of labor, payroll taxes, material , equipment rental and field supervision required, with the addition of fifteen per cent (15%) to cover profit, overhead, use of small tools, taxes, insurance, bookkeeping and all other incidental costs. In such cases, the Contractor shall keep and present in such form as the Engineer may direct, a correct account of such costs, together with supporting time cards and vouchers. In any case, the Engineer shall certify to the amount due to the Contractor. Pending final determination of value, payments on account of changes shall be made on the Engineer's estimate. 1-24- Changes in Work The Owner reserves the right to make such alterations in the plans or in the quantities of work as may be considered necessary. Such alterations shall be in writing by the Engineer aril shall not be considered as a waiver of any conditions of the Contract nor invalidate any of the provisions thereof, provided, however, that the execution of a supplemental agreement acceptable to both parties of the Contract shall be necessary before any alteration is made which involves (1) an extension or shortening of the length of the project by more than twenty-five per. cent (257), (2) an increase or decrease of more ;han 25% of the total cost of the work calculated from the original proposal quantities and the unit Contract prices, (3) an increase or decrenEe of more than twenty five per cent (25%) in the quantity of any one major Contract item, or (4) a change in the nature of the design or in the type of construction which materially increases or decreases the cost of the performance of she work. For conditions (3) and (4) above, a major item is defined as any item, unless otherwise indicated on the plans or designated in the special provisions, the Contract price for which amounts to ten per cent ON) or more of the total Contract price as determined by the original j proposed quantities and the unit contrbct prices. When an alteration requires the executi.)n of a supplemental writing, such writing shall be signed by both parties before any work on the alterations is started. Alterations involving an increase of more than twenty five per cent (257) in the net of ;,ny one miner Contract item will not require a suapplemental writing. GC-8 1-25- Final Inspection and Acceptance All material and completed work are subject to final inspection b the Engineer befc!P acceptance by the owner. The Engineer shall have the rigEt to subject -Ill machinery and equipment and work to such tests as, in his opinion, will assist in determining whether the Contract has been faithfully performed. 1-26- C1a'ms for Extra Cost If the C-ntractor claims that the cost of construction under the Contract has been increased through instructions, by drawings or otherwise, after the Contract has been made, he shall give the Engineer written notice thereof within a reasonable time after the receipt of such instruction, and in any event before proceeding to execute the work, except in emergency endangering life or property, and the procedure shall then be as provided for changes in the work. No such claim shall be valid unless so made. No claims for extra cost or damages shall be made by the Contractor for work stoppage or delays caused by any L,overnmental agency or for any cause beyond the control of the Owner. Delays in delivery of Owner-furnished materials or equipment shall not be cause for claims for extra cost or da.nages by the Contractor, except as can be recovered directly from the material or equipment supplier. 1-21- Deductions for Uncorrected Work Tf the Engineer deems it inexpedient to correct work injured or done not in accordance with the Contract, an equitable deduction from the Contract price shall he made therefor. 1-28- Delays and Extension of Time If the Contiactor be delayed at any time in the progress of the work by any act or neglect of the owner or his employees, or by changes ordered in the work, or by strikes, lockouts, fire, unusual delay in transportation, unavoidable casualties, or any causes beyond the Contractor's control, or by delay authorized by the Engineer pending arbitration, or by any cause which the Engineer shall decide to justify the delay, then the time of completion will be extended f,ir such reasonable time as the Engineer may decide. Time for complet 'on specified has taken inl:o consideration the possibility of delay and work interruption resulting f-om interruption by other Contractors. No additional compensation will be granted or extension of time allowed because of such interruption or delay. Delays in furnishing of equipment by the Owner shall not constitute a breach of performance by the owner so as to relieve the Contractor from strict performance within the time f.lxed for performance and/or as extended by the Engineer. GC-9 When it has been determined that the Contractor is entitled to an extension of time, the amount of the extension shall be only to compensate for direct delays and shall be haled upon the Contractor' s (.nergetically pursuing the work at a rate not less than that which would hzve been necessary to complete the basic contrect on time. In determining the amount of extension the Engineer will consider that the Contractor is applying effort simul- taneously on the ;several parts of the job to the maximum amount practicable. No such extension will be made for delay occurring more than seven days before claim therefor is made in writing to the Engineer. In the case of a continuing cause of delay only one claim is necessary. If no schedule or agreement stating the dates upon which drawings shall be furnished is made, then no claim for delay shall be allowed on account of fa;lure to furnish drawings until two weeks after demand for such drawings and not then, unless such claim be reasonable. This paragraph does not preclude the recovery of damages for delay by either party under other provisions in the Contract Document. 1-29- Correction of Work Before Final Payment The Contractor shall promptly remove from the premises all materials, condemned by the Engineer as failing to c6nform to the Contract, whether incorporated in the work or not, and the Contractor shall promptly replace and re-execute his own work in accordance with the Contract and without expense to the Owner and shall bear the expense of making good all work of oth,_r contractors destroyed or damaged by slich removal or replacement. If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notices, the Owner may remove them and mg,,, store the material at the expense of the Contractor. If the Contractor does not pay the expense of such removal within ten (10) days' time thereafter, the Owner may, upon ten (10) days' written notice, sell such materials at auction or at a private sale and shall account for the net proceeds thereof, after deducting all costs and expenses that should have been borne by the Contractor, or at Owner's option the cost of such removal and storage may be deducted from any funds c:u� the Contractor. 1-30- Defects and Their Remedies It is agreed that if the work or any part thereof shall be deemed by the Engineer as not in conformity with the specifications, the Contractor shall forthwith rebuild or otherwise remedy such work so that it shall be In full accordance with this Contract. The Contractor shall he responsible for correcting all defects in workmanship acid material appearing within one year after completion of this Contract. The Contractor shall start work to remedy such defects within seven (7) days of notice of discovery thereof by Owner and shall complete such work within a reasonable time. In emergencies where damage may result from delay or where loss of service may result, such corrections may be made by the Owner in which GC-10 case the cost shall be borne by the Contractor. In the event that the Contractor does not accomplish corrections at the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor, The Contractor shall be responsible for any expenses incurred by the Owner resulting., from defects in the Contractor's work, including actual damages, cost of materials and labor extended by Owner in making emergency repairs, and cost of engineering, inspection and supervision by Owner or Engineer. 1-31- Suspension of Work The Owner may at any time suspend the work, or any part thereof, by giving notice to the Contractor in writing. The work shall be resumed by the Contractor within ten (10) days after the date fixed in the written notice from the Owner to the Contractor so to do. The Owner shall reimburse the Contractor for expense incurred by the Contractor in connection with the work under this Contract as a result of such suspension. 1-32- The Owner's Right to do Work If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Contract, the Owner, after three (3) days' written notice to the Contractor, may, without prejudice to any other remedy lie may have, make good such deficiencies and may deduct_ the cost thereof from the payment then or thereaf`er due the Contractor. 1-33- The Owner' s Riplit to Terminate Contract If the Contractor should be adjudged a bankrupt, or if b,:. should make a general assignment for the benefit of his creditors, o, if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail to supply enough properly skilled workmen or proper materi ,ls, or if he should fail to make prompt payment to sub- contractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Fngineer, or otherwise be guilty of a substantial violation of any provision of the Contract, then the Owner, upon the certificate of the Engineer that sufficient cause exists to justify such action, and, without prejudice to any other right or remedy and after giving the Contractor three (3) days' written notice, may terminate the employment of the Contractor and take possession of the premises and of all materials thereon and finish the work by whatever method he may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the Contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall. be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. GC-11 1-34- Contractor's Right to Stop Work or Terminate Contract If the work should be stopped under an order of any court, or, other public authority, for a period of three months through no act or fault of the Contractor or of anyone employed by him, or if payments due under this Contract are unreasonably delayed, then the Contractor may, upon seven (7) days' written notice to the 0*•;nt: and the Engineer, stop work or terminate this Contract and recover from the Owner payment for rill. work executed and any loss sustained upon any plant or materials rind reasonable profit and damages. 1-35- Removal of Equipment In the case of termination of this Contract before completion from any cause whatever, the Contractor, if notified to do so by the Owner, shall promptly remove any part or al'. of his equipment and supplies from the property of the Owner, failing which the Owner shall have the right to remove such equipment and supplies at the expense of the Contractor. 1-36- Use of Completed Portions The Chrier shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding that the time may not have expired for completing the entire work. Such taking possession and use shall not be deemed any acceptance of any work not completed in accordance with the Contract Documents . 1-37- Payments Withheld Notwithstanding the issuance of any certificate, the Owner may withold any p.avment or portion of payment or recover any payments theretofore made, to such extent as may be necessary to protect himself from loss on account of (n) Defective work not remedied. (b) Claims filed or reasonable cause to believe that valid claims will be filed. (c) Failure of the Contractor to make payments properly to subcontractors, or for material or labor. (d) A reasonable doubt that the Contract can be completed for the balance then unpaid . (e) Liquidated Damages or other claims against Contractor by Owner. When the cause for withholding has been removed, payment shall be made for the amounts so withheld. r p'r v ov IL Te e- r caw 1 4 44 GRA VEL �� 1 P. f 5418 rACELJ 01000 fX ® II /✓N -5 r allI � _ I ,� - _•..._._, -,�,.�� S. 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I«. w� -rsr+.�.._.c ,rF„+�+.,i.es.dw..__-__. .,.....,..w.._.....++fes _— _ _ ' •c — _ _ 2 s-� — — _ -------- — ----- - z -- -- - - - -- - t — -- --- -- -- - -- -- — — — _ _ Z30 - - — - —— -- — -- — --- — _ _ -- — - _ — ea P7 Aff �ry� �� • - -__— — __ _ - 12 c , 90 d hp' _ - - -- - _— __ - __ -- --- - ------ !:;p - rj I i x !w.• W sl ... � 1 W O = 1" • —._ » w — _ _ u, awmv, La !i _ -Q-r _ 1 94 _ N J •�w p - - -r IV- _ - - J — _ ' 1 _.. _ y�y}y( 1 -f 11. Zoo G I _-- -� EER 170 E _SE R — _ — _ wr_ 0 ,s0�7 ;� �c� ^ 4fno - 6 tvn +' r .:'- iOtOO �.�,�0/;a - - ------- A _ /pt idfco a 6 tUc7 „ fes 3otvv PLATE 1 PLAN•F ROFILE o, P. R. d R. F•• STANDARD HAMPTON ST. SEWEP 00•'- RAO AGEPROO/ VELLUM—MACK AND PRINTED IN U. S. A. ., `1 ng. • _------__ _—._—___.__.---___ _______--___--__..__. ._ .._____ ---- r _ __.--___.___..__._____ __ __ —.___. EUOENE DIET20 N C Y ` .. .:.M _._" ..y.. .L.Ir,.,...a..•.-.... -.. r.M-..•-"J..Rr�ll!„rrR.:.«,.•-9,P..•-_•-_3r �f �, �. � rllt�•llllll�'�I��IIFIFtFIr�t��t•�11'll�il� II ��Ilillll�(�II1� III � • (Ill�llfll) it11111 III�IIFIIItIf1rIIIIIIIiIII �li1111iIIIliIFIFIFIIIIIIIFIIIFIFIIIFIiIIIrIIIFII��IFI�IFIFtFIFt�I�II —•----....�..,.i..a.-�.-.-_-".,r..- ..r• ,t—.--.___.-_• •�.:.• .� ,, 4 5 e 7 e e t'o 11 i2 NOTE: IF THIS MICROFILMED ""��••• ' DRAWING IS LESS CLEAR THAN I ' . Th IS NOT IC6i •IT IS DUE TO QUALITY OF THE ORIGINAL bRAwING• OE gZ 92 LZ 9Z SZ *2 EZ ZZ IZ 0Z 61 91 LI 91 91 iPl EI ZI I1 01 d 9 It 9 9 4 E Z 1'wift �" r'F11�1I1111111�IFIIIIIFFIFUIIFF111�IIFIIIF�11111111111FI'11111111NIFntIFFaln��rUI11UIN1111111Nf�1t11111Iit1111llnnllnlluulllalnit�r�lu�iinFliln4►litltnllitu�t111111tIItHtlnit�tHlllulluulllnl1u1111u1t1ll1�i111!]wt�IlulWl�ulnulntlfl"''�uN y�' J E 24 1992 r ..., - I ,,.yam,,. �r•q o. r�, .. ..I _ .i * ITfn,". ,`T'."i".'�. �'Im�,rr+nMq+�'7^�+7 MMU an GC-12 1-38- Workmen's Compensation Insurance Tr addition to such other insurance that may be recuired under this Contract, the Contractor shall provide adequate Workmen's compensation insurance for All employees employed under this Contract on the project who may come within the protection of Workmen's Compensation laws and shall provide, where practicable, employer's general liability insurance. 1-39- Public Liability and Property Damage insurance The Contractor shall carry public liability and properdy damage insurance covering all work under this Contract, including that done by sub-contractors. This insurance shall name the Owner and Engineer as coinsured and shall be primary coverage with any insurance carried by the Owner and Engineer classified as additional coverage. 1-31.1- Limits - '.Tnless specified otherwise, insurance limits shall be in an amount not less than the following: Bodily Injury, each person, 5100,000.00, each accident $300,000.00, Property Damage, each accident, $20,000, aggregate $50,000. 1-40- Certificates of Insurance Certificates of said insurance shall be filed with toe Owner if he so requires. 1-41- Performance Bond The Contractor shall furnish a surety bond or bonds covering the faithfu! performance of the Contract and the payment of all obligations arising therei,nder. The bond shall be in the full amount of the Contract and shall he Ripon the form of bond set forth herein. The surety shall be a firm listed aF acceptable as surety on Federal Bonds. 1-42- Indeminity The Contractor shall indemnify and save harmless the Owner from and against all losses and claims, demands, payments, suits, acvions, recoveries and judgments of every nature and description brought or recovered against the nwner, by reason of any act or omission of the said Contractor, his agents or employees, in the execution of the work or in the guarding of it. 1-43- Existing Utilities or Obstructions Existing utilities and obstructions are shown on the drawings if known to the Engineer. SLch information was obtained from old drawing.. and verbally from persons connected with the particular utility. Such infor- mation is not guaranteed but is made available to the Contractor for what- ever value it may have. Incompleteness or c - rs in this information shall not he ttie cause for any claim for extra pay .:nt under this Contract nor shall i_ relieve the Contractor of his responsibility for repairing any damagu he may cause to these utilities. GC-13 1-44- Damages Any claim for damages against the owner arising out of the performance of this Contract shall he made in writing to the Owner, within a reasonable time of the discovery of such damage, and in no event later than the time of approval by Owner of final payment except as expressly stipulated other- wise. Contractor, upon making application for final payment, shall be deemed to have waived his right to claim for any other damages than known or thereafter discovered unless such claims for final payment includes notice of additional claim and fully describe; the alleged damage. 1-45- Liens Neither the final payr,ent nor any part of the retained percentage shall become due until the Contractor, if so requested, shall deliver to the Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that so far �..s he has knowledge or information the releaae and receipts include all labor and materials for which a lien could be filed; but the Contractor may, if any subcontractor refuses to furnish a release or receipt in fuli, furnish a bond satisfactory to the Engineer to indemnify the Owner against any lien. If any lien remains unsatisfied after all payments are made, the Contractor shall reimburse to the Owner all mriieys that the latter may be rompelled to pay in discharging such a 'lien, including all cost and reasonable attorney'- fee. 1-46- Assignment Neither pnr.y to the Contract shall assign the Contract or sublet it Ps a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to H m hereunder without the previous written consent of the Engineer. 1-47- 9t;,;,rate Contracts The Owner reserves the right to perform work with his own forces or to let other contracts in connection with this work. The Contractor shall afford the Owner and other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shr,11 properly connect and coordinate his work with theirs. If any part of the Contractor's work depends for proper execction or results upon the work of any other contractor, the Contractor shall inspect and promptly report in writing to the Engineer any defects in such work which render it unsuitable for such proper execution and results. His failure so to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of his work. To in9ure the proper execution of his subsequent work, the Contractor shall measure work already in place and shall report at once to the Engineer any discrepancy between the executed work and the drawings. GC-14 1-48- Right of Various Interests Wherever work being done by the Owner's employees or agents or by other contractors is contiguous to work covered by this Contract, the respective rights of the various interests involved shall be established by the Engineer to secure the completion of the various portions of the work in eeneral harmony. 1-49- Subcontracts The Contractor shall, at least five (5) days prior to start of a subcontractor's work, notify the Engineer in writing of the name of sub- contractor proposed for the work and shall not employ any that the Engineer may object to ns incompetent or unfit. The Contractor agrees that he is fully responsible to the Owner for the Acts and Omissions of his subcont-actors and of persons either directly or indirectly employed by them, as well as for the acts and omiss:.ons of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. 1-50- Arbitration If the parties hereto agree to settle any dispute hereunder by arbitration, such arbitration shall be carried out under the rules and procedures of the laws of the place of the work. The Contractor Shall not cause a delay of the work because of the pendency of arbitration proceedings, except with the written permission of the Engineer, and then only until the arbitrators shall have an opportunity to determine whether or not the work shall continue until they decide the matters in dispute. The Engineer shall not be deemed a party to the dispute. He is given the right to appear before the arbitrators to explain the basis of his decision and give such evidence as they may require. 1-51- Lands for Work The Owner shall provide the lands upon which the work under _his Contract i.s to be done, except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material, together with right of access to same. 1-52- Sanitation Necessary sanitation conve i^races for the use of workmen on the job, properly secluded iron, public observation, shall be provided and maintained by the Contractor. GC-15 1-53- Clean-Up The Contractor shall at all times during: progress of the work keep the construction area clean and orderly. Upon completion, the site of all work areas and equipment and material storage areas shall be restored to substantially their original condition. All miscellaneous debris, rock, etc. , resulting from the work shall be removed and disposed of in a manner satisfactory to the Crwner. s GENERAL SPECIFICATIONS SEWER TABLE OF CONTENTS Page 2-01 - Sewer Pipe Sewer-1 2-02 - Manholes Sewer-1 2-03 - Concrete Siwsr-2 2-04 - Bedding Gravel Sewer-2 2-05 - Select, Backfill Sewer-2 2-1b - Timbering Sewer-2 2-07 - Trench Excavation Sewer-2 2-08 - Timbering and Sheeting Sewer-3 2-09 - Pipe Bedding Sewer-3 2-10 - Tunneling Sewer-4 2-11 - Higi,way and Railway Crossings Sewer-4 2-12 - Grade Boards, Lines, Poles and P lamb Bobs Sewer-4 2-13 - Traffic Maintenance and Protection Sewer-5 2-14 - Pipe Laying Sever-5 2-15 - Alignment Tolerance 3ewer-.5 2-16 - Joints C4wer-6 2-17 - Joints for Force Mains ewer-6 2-18 - Backfill Sewer-6 2-19 - Side Sewers Sewer-7 2-20 - Manholes Sewor-'r 2-21 - Flushing and Testing Sewer-9 Standard Sewer Details Sewer-9 w w I Sewe r-1 SECTION 2 GENERAL SPECiFICATIONS SEWER MATERIALS 2-01-Sewer Pipe Sewer i:ipe shall be of the type designated on the plans and in the Special Provisions. The pipe manufacturer's technical literature, tables of dimensional tolerances and plant certification that pipe furnished meets the reouired specifications shall be provided to the Engineer if so requested. 2-01.1-Concrete Pipe Plain concrete sewer pipe ahaJ l conform to ASTM Specifications C-4. for extra strength non-reinforced concrete sower pipe. ileinforced concrete pipe shall conform to ASTM Specifications C-76. Rubber gaskets shall conform to ASTM C-443. 2-Q1.2-Clay E ipe Clay sewer pipe shall conform to ASTM C-278. Compression gaskets shall conform to ASTM C-L25. 2-01.3-Asbestos Cement Pipe Asbestos cement sewer pipe shall conform to �-STM C-428. Pipe class shall be as specified on the plans or as din,cted by the Engineer. 2-,)1.L-Cast Iron Fipe haat iron pipe shall conform tc- ASA A21 .6 nr. A21.9 of' the class and type specified. Pipe shall have manufacturer's thin cement lining generally conforming to ASA 21.4 except, as to thickness. 2-(?2-f"anholes :)t.andard precast manholes shall be uved unlevs otherwise specified, and shall. cinform to A.S.T.M. Specification C47N. Manholes shall tie of the form and dimension showr on the Standard Dotails. Sewer-2 2-02.1-Frames and Covers ?Manhole frames and covers shall be extra heavy type for standard paving, similar and equal to Valley Iron and Steel Co. Manhole Frame Pattern No. 105 with Manhole Cover Pattern. No. 145 with one lifting hole only in the edge of the cover. Water tight manholes, when specifiAd, shall be similar and equal to Valley Iron and Steel Co. Water tight frame and cover Pattern No. 100. 2-:2.2- Base The base slab for all manholes shall be concrete with a compressive strength of' 3000 psi at 28 days. Channels through the manhole shall be made to conform accurately to sewer grade, and shall be brcught smoothly together with flow lines directed toward outlet pipes. Roup,,h, uneven surfaces which could catch and hold sewage solids will not be accepted. 2-03-Concrete 3eddi n,, and encasement concrete shall. be Portland cement concrete cantaini n'; not less than six (6) sacks of cement per cubic yard. Sand, gravel and water proportions to be as directed by the Engineer. All concrete shall have a minimum compressive strength of not less than 3000 psi at 2R days. 2-,')h-Bedding j:; avel Bedding gravel to be used shall be of a type and gradation to provide a solid compact bedding in the trench. Bedding gravel within 3 inches of the pine shall. pass a 3/4 inch mesh and shall contain only negligible amounts of material finer than #30 sieve. 2-05-•Selpct Backfill Backfill gravel shall be 100 per cent 311 diameter or less and may be bank run which has passed through a 3" screen, provided the binder content is not more than 20 per cent and provided there is a reasonable grading frim .fine to coarse. 2-'6-Timbering T imbering and ,'sheeting, when required, shall be of Standard (trade Douglas Fir, except where special conditions require better material. The material may be unsurfaced. CONSTRUCTION 2- )7-Trench, Excavation Trenches shall be excavated to the line and grade designated by the 6engineer. Except for unusual circum.9tances where approved by the Engineer, the trerch sides shall be excavated vertically and the trench width shall be exr-avated Sewe r-3 only to such width as is necessary for adequate working space. The maximum trench width at the top of the pipe shall be 30 inches .for pipe up to and including 12 inch inoidc diamAter and the outside diameter of the pipe barrel plus lb inches for pipe larger than 12 inch inside diam•ster Vhere higher strength pipe or special bedding is required because of excess trench width, it shall be furnished without expense to the Owrer. The 1:op width of the trench shall not exceed the outside diameter of the pipe plus 36 inches. The trench shall be kept free from water until ,jointing has been completed. Surface water shall be diverted so as not to enter the trench. The Contractor shall maintain sufficient pumping equipment on the ,job to insure that these provisions are carried out. There shall, be no boilint; or grzick condition permitted in bottom of trench. If a quick condition has occurred, the trench shall be overcut tD undisturbed material and filled to sewer grade with free draining foundation gravel as shown on Standard details. Trenching; operations shall not proceed more than 200 feet in advance of j,ipe laying except with written approval of the Engineer. When trenching operations cut through concrete pavement, the pavement shall be removed to width of 18 inches greater than the top width of the trench. The concrete shall be cut on a straight lini and shall be beveled 3o that the cut will be approximately 1 inch wider at the top than at the .)ottorq. 2-08 .- Timbering and Sheeting The Contractor shall provide and install timbering and sheeting as nec,issary to protect, workmen, the work and existing utilities and other properties. All timherIng and sheeting above the pipe shall *,)e removed prior to back- filling. Sheeting below the top of the pipe may be cut off and left in ;,lace. iemoval of timbering shall be accomplished in such a manner that there will be no damage to the work or to the other properties. All timbering and sheeting shall be to the Contractor's design and the cost of the work shall be included in the bid price of trenching and backfi.11inr. 2-CO-11F9 Bedding Pies bidding shall be accomplished as shown in the Standard Detail. Unles- otherwise specified or required by the Engineer, F•ipe shall be. bedded as shown for Ordinary Bedding. Where the material at the bottom of the trench is unstable, the matter shall be brought to the attention of the Engineer. The oristable material shall ire removed to the extent directed by the Engineer and backfilled with foundation gravel, bedding gravel, and/or tsdding concrete. Boulders, rocks, roots and other obstr,ictions shall be ent-irely removed or cut out to the full width of the trench and to a deFth 6 inches below the pipe. The trench shall be backfilled and compacted to grade with select bedding gravel. In solid rock the trench shall. be excAvated 1) inches below the pipe bottom and hack£illse as provided shove. Sewer-4 The bottom of the trench shall be finished with hand tools to provide uniform bearing along the barrel of the pipe and to provide suitable holes to fit the pipe bells. '•henever the trench is excavated below the depth required, it shall be backfilled with bedding gravel and compacted as required by the Engineer. 2-10-Turvie ling Tunneling may be ordered by the Engineer under pavements or otherwise. The Contractor may tunnel in lieu of trenching for deep cuts. Except where authorized by the Engineer, such tunneling shall be not longer than 20 feet between shafts. Tunnels shall be not less than U feet high and 2 feet wide and not less than 1 foot wider than the outside diameter of the pipe. Tunnels shall be backfilled with materials acceptable to the Engineer and backfill shall be mechanically compacted. Subsequent low pressure grouting may be required. 2-11- 4ighway and railway Crossings The Contractor may use any method which provides satisfactory results and is acceptable to the Governmental or private agency having control of the road or track and to the Engineer, provided that the Contractor restores the crossing to its original condition. Normally, these crossings require the placing of steel, cast, iron or concrete pipe casing by ,lacking or tunneling and layinFthe sewer line within the casing. 2-12-Grade boards, Lines, Poles and Flumb Bobs The Contractor shall furnish materials and erect grade boards, and targetr3 and transfer the lines and grades thereto for excavation or for laying pipe and shall furnish lines, measuring poles and plumb bobs. Grade boards shall not be less than 1 x 3 S1S1E and shall be adequately supported. The distance from the grade wire to the invert or the sewer shall be measured by a pole, which shall be straight grained, planed pole, fitted with an iron shoe extending at least F' inches from the pole at the lower end, and clearly marked at intervals of one foot. A plumb bob shall be used to check the line of the pipe. doth grade and line shall be checked for each length of pipe laid, except at tunnels or through jacked casings where adequate methods shall be used to carry forward the line and grade. Grades shall be carried by means of taut grade wire supF.orted on firmly set batter boards at intervals of not more than 30 feet. :dot less than 4 batter boards set, from grade hubs shall be used at one time. (,rade shall be constantly checked and in event that batter boards do not. :Line uE , work shall be stopped until the situation is corrected. The Contractor shall replece all monuments, right--of-way markers, proFprty stakes, etc. , that are removbd or disturbed, to the satisfaction of the agency or individual c:nr_erned. Sewc r-5 2-1.3-Traffic Maintenance and Protection The Contractor shall conduct his operations so as to minimize interference with automotive and pedestrian traffic. Soft shoulders shall be plainly marked so as to warn motorists. On important traffic streets, the Engineer may require the construction of two-way bridges of approved construction. Wher.• ARtours are built, they shall be graded and maintained to the satisfaction of the Engineer. Streets where construction has been completed or is in progress shall be graded and maintained to the satisfaction of the Engineer. Detours for foot traffic shall. not be more than one block in length, and shall be provided with adequate handrails, all at the Contractor's expense. All work shall be carried on with due regard for the safety and convenience of the public. Open trenches shall be provided with barricades that can be seen at a reasonable distance, and at night shall be adequately lighted. Bridges for either behicles or pedestrians shall be indicated by lights. Adequate lighted signs for detours and construction in progress shall be provided. Safety instructions from the Engineer shall be strictly observed, but following of such instructions shall in no way relieve tho Contractor of his responsibility or liability. 2-14-Pipe Latin The sewer pipe shall be laid in accordance with the plans and specifications. Each pipe shall be laid with bells upgrade with the invert of the pipe to the alignment and grade shown on the plans. Care shall be exercised to insure close concentric .joints and a smooth invert. Open ends of pipe or fittings shall he temporarily blocked when laying is not in progress. Ad,just..,iont to the line and grade shall be done by scraping away of filling in and tamping material under the body of the pipe. Adjustment to line acid grade by wedging and blocking shall not be permitted. The pipe shall be lowered into the trench by means of ropes, tripod, crane or any other suitable means. The pipe shall not, be dropped or handled r.iughly. rhe pipe shall be checked for cracks and defects prior to use, and any defective pipe laid aside. 'Ayes and standing connections shall be installed at such locations as are shown on the plans or otherwise directed by the Engineer. 2-15-Alignment Tolerance The maximum tolerance from true line and grade shall be as follows: a. Maxi mam deviation from true line and grade shall be (1.031 feetfor pipe. to 1p inch inside diamter, and 0.021 feet per .foot inside diameter, with a maximum of 0.rY)2 feet, for pipe larger than 1H inch inside diamoter. Sewer-5 b. No adverse grade in any pipe length will be permitted. c. The difference in deviation from true line and grade between any two successive joints shall not exceed 1/3 of the amounts specified above. 2-L5-Joints Joints shall not be covered until examined and approved by the Engineer. Only pipe layers with experience with the type of gasket shall be allowed to lay the pipe. The Engineer may demand proof of such experience before pipe laying may begin or be continued. Joint ,material shall be usedtn accordance with the recommendations of the manufacturer. Pipe handling after the gasket has been affixed shall be carefully controlled to avoid bumping the gasket and thus knocking it out of position or loading it with dirt or other foreign material. Any gasket s^ disturbed shall be removed and replaced, cleaned and re-lubricated, if requfred, before the joint is attempted. Care shall be taken to properly center the pipe prior to ,jointing. During insertion of the tongue or spigot, the pipe shall be partially supported by hand sling or crane as required to minimize lateral pressure on the gasket, and to maintain concentricity until the gasket is properly positioned. Pipe deflection and straightening shall be held to a vary minimum once the ,joint, is home to -cravent creep of the ,joint. Sufficient pressure shall be applied in making the ,joint to assure that the ,joint is home as defined in the standard installation instructions provided by the pipe manufacturer. Sufficient restraint shall be applied to tha line to assure the joints once home are held, by tamping fill material under and alongside the pipe. At the end of the day's work, the last iipe shall be blocked in such a ;Wanner as may he required to prevent rr»Ap during down time. 2-17-Joints for Force Mains Joints shall be made up as recommended by the pipe manufact-irer for the particular ,joint specified. Blocking shall be installed at changes in direction and in a manner acceptable to the Engineer. Encasement of pipe shall be as Directed by the Engi; -er. 2-19-Bnrkfill Joints shall not be covered until approved by the Er,gineer. Backfilling under, around and above the pipe shall be accomplished as shown in Standard Detail. All material within 5 inches of the pipe shall be select material hand placed with no large stones, roots or other large ob,jec+.s. The material shall be hand, tamped or water settled, as directed by the Engineer. Sewer-7 then granular material is used as backfill, compaction around the pipe nay be accomplished by water settling, provided that circumstances are such that the pipe will not be disturbed by .flotation. The remaining granular backfill shall be water settled unless otherwise ordered. Where possible, the trench shall be partially filled with water and the backfill material dumped into •the water. Where trench is too pervious for filling, the backfill material shall be thoroughly saturated with a fire hose stream while being placed. Where the material excavated from the trench is clay or other impervious soil, the compaction around the pipe shall be by hand tamping. The remainder of the backfill shall be placed damp at as near optimum moisture content as possible. Care shall be taken to remove and divert water from the trench which would make the backfill material plastic. The material shall be placed in layers approximately 1 foot thick and shall be spread and walked by workmen in the trench to avoid air pockets and to provide some compaction. 'There trench is under the traffic lanes of streets or roads or under sidewalks, parking areas or other locations which are to be surfaced or which carry automobile traffic, the backfill material shall be compacted in h inch layers by hand or mechanical compaction. The backfill material shall be free from rubbish, weeds, other organic material or stones weighing more than 50 pounds. Wher© directed by the &gineer, the top two feet o' the backfill shall l)e placed dry and rolled with a tractor or truck. Suitable allowance shall be made for subgrade or surfacing material where ordered. The Contractor shall remedy without additional compensation, any defects that appear in the backfill prior to final acceptance of the wor!(. 2-19-Side Sewers Where applicable, all specifications contained herein for sewer materials and construction shall be held to apply to side sewers. aide sewers shall be constructed where shorn, or where dLrected by the Engineer. &xuept whero immediate connection is made by the property owner the side sewer shall be sealed at the property line .;ith a stopper using the same ,joint as the main sewer. Slope of side sewers shall not exceed two feet vertical to one foot horizontal and trade shall not be less than two per cent (24) . Side sewers shall nag be installed as vertical risers. Where change in slope Is larger tha,, 2 inches per foot, standard 1/8 bends shall be used. 2-2')-Manholes •lanholes shall be constructed as shown in Standard Detail .foxy standard manholes and drop manholes. Manholes shall he of precast. reinforced conn,rete. Sewer-9 The manhole base slab shdll be placed on firm soil. If the foundation material is inadequate, the Contractor shall notify the Engineer. The Engineer nay direct ;;he use of foundation gravel or bedding concrete under the normal base. All ,joints and connections to manholes shall be made with cement mortar or other approved jointing material and shall be water tight. Joints and connections shall. be finished on .interior and exterior of manhole. 2-21-Flushing and Tesiing Tests for water tightness shall be made by the Contractor in the presence of the Engineer. At the option of the Engineer, testi.ng may be by infiltration or by leakage from a filled sewer. Infiltration shall be measured with the trench material saturated with water where practicable. -he leakage test shall be made by plugging the outlets of the lower manhole and filling the sewer to the upper invert at the upper manhole. Care must be exercised so as not to subject. the pipe to excessive hydrostatic pressure. The leakagc or infiltration between any two manholes shall not exceed 5011 gallons per day per inch or diameter per mile of sewer. All lines shall be flushed clean prior to their acceptance. Flushing shall be done with a traveling plug and large volwnes of water. Contractor shall furnish water for flushing and testing. i { 4" CLo.icre+e Ada nE+nle GCV Rr P17cJa1 Yo �a- Needed /alley Iron d S4eaI Co. W{',.,-., All join+o oY prezas+ PAL4+ern No.IOS Cover No.14do M�1nI�oIGs be wu+Grtc�hf �\ __ 5+o►�c�ard done Sec?.on Y 5.0 T ♦ Dne �� ring 3t+ i � in pkace wig bate pour —__ `� Selu� BriGkCII ,4 _-- ' A �I/la�er al Gornpo ped 13 • • � — � Send �Gr� col Rpe Tr_ be ` \ 1 ; sai,„e Size as liw�,„ r SECTION_�-A �EGTION B-� '� I��•AR7 MA�-,IHOLE DROP MAWHOLE rlF-'E BEDOI►.lCn GLA;SES - - Sit et:.- ..lec4UN le-+ BU�.k_�,l I �hopeZ"rcnch 70 'l.•.•.•' ',',� n,Poc.itd +cecha�,,1,,.y "Ppe 4 sell ORDINARY -5PEL.IAL. BF_DD11.IC, BEODIUC� BEDOING� ;P-OC_ ., ,..9.i �.... 'selec•� C',�4eG11 Ge�:rete Ley NU4v,-1 C--f,44td • 1: 3 XL7 �,, Behh,r Fc-unda-h ow Gravel as '� ' �- �evndufc•• �urep ,,• C1/SL.]VtI BEDDINCa II\l CONCRETE YIELDING GIOuNu ENCASEMENT HA►�RlS �; GRIFFIN DETAILS - JEWER ENGINEERS TIGARO , Jc2F.G,ar� SPECIAL PROVISIONS TABLE OF CONTENTS Page 3-01- Definitions . . . . . . . . SP-1 . . . . . . . . . . . 3-02- Control of Work . . . . . . . . . . . . . . . . . . . . . . . SP-1 3-03- ScoE,e of Work . . . . . . . . . . . . . . . . . 0 SP-1 3-OLS- Subsurface Conditions . . . . . . . . . . . . . . . . . qP-1 3-05- Select Backfill . . . . . . . . . . . . . . . SP-2 3-06- S.W. 72nd Street Crossing . . . . . . . . . . . . . . . SP-2 3-07- Highway Department Bond . . . . . . . . . . . . . . . . . . SP-2 3-08- Washinf-ton County Permit end Bond . . . . . . . . . . . S11-2 3-09- Plans . . . . . . . . . . . . . . . . . . . . . . SP-2 3-10- Guarantee . . . . . . . . . . . . . . . . . . . SP-2 SP-1 SECTION 3 SPECIAL PROVISIONS 3-J1- Definitions In addition to the words and terms defined in the General Conditions, the following words shall be understood to have the meanings given below: "Owner": Lamb-Weston, Ziegler & Wardin "Engineer": James R. Harris, or authorized representatives "City": City of Tigard, Washington County, Oregon "Highway Department": Oregon State Highway Department 3-02- Control of 'Mork All work under this contract stall be executed in a manner satisfactory to the engineer and the City. The work will not be considered complete until accepted by Loth the engineer and the ity. 3-03- Scope of Work The work to be done under these specifications and plans which accompany them, consists of the construction cf sanitary sewers, mant-oles, and such appurtenant facilities and work as indicated and required. The contractor will be required to furnish all labor, materials and equipment necessary for construction of the systems as indicated on the plans and stated herein and to furnish all miscellaneous items required to complete the work. 3-04- Subsurface Conditions Adverse soil conditions may be encountered at some locations. The extent of such adverse conditions is not known, but, the design has been prepared with the intent of effecting a sewer that will be as shallow as is practicable and yet accomplish the objectives of the project. The contractor should recofmize that these considerations can allow little if any adjustment of depth to avoid difficult excavation. 3-05- Select Backfill Select material shall be used for backfill of the trench through the school parking lot and in the traveled portion of S.W. 72nd, and S.W. 67th Ave. Select backfill material must be a granular material acceptable to the engineer and the Oregon State Highway Department. SP-2 3-05- S.'.' 72nd Street Crossinu The crossing of S.W. 72nd Street shall be in conformance with the Oregon State Highway Department standards. The Highway Department will allow the crossing to be made by either boring under or trenching through the street. Two way traffic on S.W. 72nd shall be maintained at all times during construction. 3-07- Hi,,hway Department Bond The contractor shall be required to file with the Highway Department a bond and proof of insur4nce. Additional infor,nation and copies of the required forms can be obtained at the Highway Depar"mont o:'fices 9200 S.E. McLoughlin Blvd., Milwaukie, Oregon. Facsirilos of Oref )n Highway Department forms are shown at the end of these specific,-}ions. 3-08- Washington Caunty Permit and Bond The Contractor shall be required to obtain the necessary permit with Washington County and post the required bond. 3-09- Plans Plans for the project consist of one (1) sheet which bears the following specific titles HA%,TrON S r MET SEVER PLAN & PROFILE 3-10- Guarantee Whether or not there appears here or elsewhere herein specific reforonce to guarantees of all items of material, equipment, and workmanship, they never- theless shall. be so guaranteed against rrischanical, 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; trenches or at structures should the fill settle to such extent as to require refilling or resurfacing roadway surfaces to restore the original or intended condition or grade. This guarantee shall be understood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the contractor shall have received written notice of their existence. If the defect is of such nature as to demand immediate repair, the owner shall have the right to make them and the cost thereof shall be borne by the contractor. SP-3 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 company authorized to do businoss 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. MEASUREMT AND PAYMENT TABLE OF CONTENTS Page 4-01- Payment r44P-1 4-01..1-Furnish and Install Concrete Sewer Pipe W-1 4-01.2-Manholes MP-1 4-01.3-Cleanouts W P-2 4-01.4-Pipe Fittings M P-2 4-01.5-Bedding Material WcP-2 4-01.6-Select Backfill M&P-2 w M�cP-1 SECTION 4 MEASUREMENT AND PAYMENT 4-01-Payment for all work under this Contract shall be made as follows: 4-01.1-Furnish and Install Concrete Sewer Pipe Including Trench Excavation and BackrM Includes trench excavation, backfill and the furnishing all sewer pipe, materials and work necessary to lay a complete sewer line, and testing the pipe. Payment will be made for footage actually laid as measured along the ground from center to center of manholes or to limits of Contract. Tees and pipe fittings will be paid for under other bid items but are also included in the lineol °ems of sewer pipe paid for under this item. These items shall include payment for excavation of all materials of whatever nature encountered, except solid rock. Boulders over 1/2 cubic yard will be paid for as solid rock. It is not expected that solid rock will be encountered, and if it is encountered, it will be paid for as an extra. Those items shall include the cost of sheeting, bracing and dewatering, if necessary, and excavation for manholes and drainage structures. The coat of hauling away any excess material shall be included in this item. The cost of clearing for installation of pipeline is also included. These items include the cost of removing an,' replacing fences, mai?, boxes, poles And posts of all types, trees and shrubs, and rockeries; trenching through paved streets, lawn area and driveways; furnishing and placing of gravel and crushed rock on road shoulders to rei tore surface to original condition; tunneling under walkways less than 5 feet, in width and restoration of all other surfaces not included in unit bid prices. These items include the cost )f restoration of driveways and roadway asphalt surfaces in accordance with County requirements. 4-01.2- Manholes Price includes furnishing all material; and constructing standard manholes as shown on the Standard Aetaiis. r�P-2 4.01.3- Cleanouts Price includes furnishing all materials a.nd constructing standard cleanouts as shown on the Standard Details. 4.01.L-Pipe Fittings Payment for providing and installing pipe fittings for services is in addition to the prices per lineal foot of pipe. The exact number and type will be determined in the field. The costs of furnishing and installing plugs as necessary to seal the line at locations for side sewers and t.,)use sewers are included in thea• items. 4-01.5-Dedding Material Includes furnishing and placing bedding gravel and/or foundation gravel in accordance with Standard Details. Bedding gravel required by unauthorized excavation below the required trench depth or excavation of trench width greater than thirty inches (30") will not be paid for. 4-01.6-Select Backfill The unit price per cubic yard includes all costs to furnish and Place select backfill in accordance with these specifications. The contractor will provide to the Engineer delivery slips for materials delivered under this item. 1 100, ae /ZZ eV1 O --'T /Zzr 4/0 lw -!5- ,-`i e 0,7 "—;r 7 4el- 1'o JW /7 69 P- -pse-e pe"', O-e,') e-1 Oro OIL .. w I (,tom t,a tE-, 1 � _T o S E� �r'od FU rz LM5 - T:�z451e-- e_+44�,wx,re- L) e- 9 ZS Tv-tl�.F�AsI L... 9Z5 i I ' r Tw"� y VPrLt-m4,L_ ef44Qcaq>i- Z P L�!L. L.F uJ 15 G d l'►MA,_T I 2r�X LSU a FOV_ LA,lug-wc 51✓►-j) warzt-pr, ' !s L G D►�'C R ACT V',t AkL- `AJF*t.l l.n 7,,56 AZA5✓e r0,&!ti: �,,�`, F 92s sz _�/L LEkils 3upr,Mry 71 I ro V iv IT I ti.)gF�Fc'('1 Q re h1A1-'4)1A4 b� Gl'l !SCN•'�A" �L �/3, .1. It r ��1 l ..Lur �iill'y 5* 1 •l Y R'�' r 1 fM 3 f h'14MPTTON :"�Jn,'NEGT/ON :✓Rl.NA741;E - (00?. p,./IA. c E W/5 c JN%AAGT S(JRCh!- Ici,; j G '" ' P.f2/et vY' dBEA. CCNrmAt f it L'ON/VEfT/oN .5j,09r-HAS'CGE ,,w GONZAGA ST, 500 1100 1100 I O i X600 1700 I 600 I1 PRiMARV SERVICE AREA B-'UNDAP h I i J `i.. 4 } I � i SL ALE j` t 5. A G)NZAGA St.� I ; � udl 11(,O I IIJ� iI�OC (��G i tgrr 0[r _ _ S.W HAMP ON St. aloo _ R (Wo MrioI pied I 6 a k _.vv ra k 4C vi ui Arto i t am l. 11I _- - 1 I - -i _ � i r Soo�. ion 30o I goo too i t } I y I Proj 4 Easement: Deed Reference: 9..4 rF i, ,KNOW ALL MEN LtY THESE PRESENTS: That we (I) hereinafter termed grantor(s) , in consideration of the sum of $ to be paid by CITY OF TIGARD, a municipal corporation of Oregon, ereina ter termed the City, hereby grant, bargain, sell and convey unto the CITY OF' TIGARD a perpetual right-of-way and easement as hereinafter described, to- gether with a temporary right-of-way and easement to use an additional area hereinafter described and designated temporary easement, for the following uses and purposes: 1. Perpetual easement: An unencumbered perpetual right-of-way and easement for the purpose of constructing, reconstructing, 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 with?:, L:,- 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 the uses and purposes of the easement; said easement area being feet on each side, when measured at right angles, of the f_aTr&;i$g`__ escribed center line within the following designated premisest Beginning at a point on the Westerly line of that tract of land in deed to Flex W. Ziegler and Zella G. Ziegler, husband and wife, in Book 687, Page 164, Deed Records, Washington County, Ore-i, said point being South 40 07' West 7.8 feet from the most Northerly Northwest corner of said Ziegler tracts thence South 88 22'42" East, 21C.0 feet parallel with the Northerly line of said tract, said Northerly line also being the Southerly right-of-way line of S.W. Hampton Street, to a point; thence South 88 22100", 200.0 feet to a pointf thence South 78 06130", 169.6 feet to a point on the Easterly line of said Ziegler tract, said point being South 07 37118" West, 5.0 feet from the Northeast corner of said Ziegler tract. 2. Temporary easements Together with the temporary right of ingress, egress and regress, and use for sewer construction purposes, of additional lands lying parallel to, along the sides and within feet, when measured at right angles, of the above described—perpetual easement area, excepting and reserving to grantors the unencumbered enjoyment, use and preservation of all structures present upon the premises. This temporary easement shall terminate upon completion of the sewer construction work, at which time, upon request of the owner, the City will issue i :•ritten release thereof. Page 1 Easement Should it be necessary to cut and remove any brush, trees, or other matter or materials f.roo the easement area, said brush, trees, or ether matter and materials shall be removed and disposed of by the City and the City shall leave the easement area in a neat and workmanlike condition. The City agrees that in connection with its use of the perpetual easement area and in inspecting, repairing, maintaining, or replacing said sewer line, the City will leave the premises in a neat and workmanlike condition and as nearly in the pre-existing state as practicable. The grantors do hereby warrant that they are the owners in fee simple and have the right to grant the above described easements. Witness our hands and seals this day of , 19-_ (SEAL) (SEAL) (SEAL) (SEAL) -(SEAL) - _(SEAL) For a Consideration, the murtgeulo lien on the above described properties is hereby made subordinate to the easements above granted. Dated this day of _ � 19 -- Mortgagee ------ Title STATE OF OREGO14 ) )ss. County of ) On this _ clay of _ , 19 `, personally appeared the above named and acknowledged the foregoing instrument to be their voluntary act and deed. Before me: Notary Public for Oreqon My Commission expires: Paye 7 Easement STATE OF OREGON )88• County of ) On this day of 19 , personally appeared the above named and acknowledged the foregoing instrument to be their voluntary act and deed. Before me: Notary Public for Oregon My Commission expires: ACCEPTANCE The City above named hereby accepts the foregoing grants and agrees t-) comply with each and every term and condition thereof. CITY OF TIGARD By: By: C1Ey—R o—c—o FcTer STATE OF OREGON ) )ss. County of ) on this day of appeared , 196__, before me both to me an per y cnown w o, e�ng duly sworn, say t gat ie, the said is the Mayor, and he, the said is a Recorder of the CITY OF TIGARD, a municcp-aT corporation, and the said and acknowledged-T— -- to be the free act an eed o'f--s—aTJ-mun c pal corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and a,�fixcd my official seal, this the day and year in this my certificate first written. ffot—a—y--Tubri'c`-ror Oregon ffyr comm ss on exp res [aye 3 Easement 11141WP1-"O1v l ,� /NS/DE PR/MARK i9REA O/�;NEc riON SURCHARGE - �� LEW/S CONTRACT SLRCN.- i07 j CONrp,9:T �'�"�v�VEG•r/vN SURC NAf?GF _ Lo'o N f` S. W. GONZAGA ST. 5-00 14.00 i3oo 200 Ii00 � � T 1 reoo 1700 I Sao PRIMARY l� SERVICE AREA F3vUNDAn�r I SCALE 1 200' lJ 1 S. W. GONZAGA ST. I I � w w w _ > > Q - Q • r SAM 1400 1100 600 1800 500 x=1� 2300_ � 19oo 2900 _ r200 3OCf0 Cfl 2400 f-- 400 I'D �i300 i'r - -- - - - S,W. HA MPTON ST, 3100 2 3300 3800 3too k 37 '� ,b _ ' 3400 _ 3600 . _ _ - 9600 --- _ 41 R soo Sod�- 200 roo �~ i r I