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HomeMy WebLinkAboutWWP2701431(33) HONEY CREEK 'SEWER S-296 1+ Phase I Schedule C & D R.W. Scott Constr. Corresp. , BEGINNING OF FILE FILE TITLE sw�a 6 pkiot $ a 1 Scb�d .� lr ( ap I ` w SColl � Oh SfrryGfiy G v rre sloonde . � HAMMONG,COLLIER aI MADE—LIVINGSTONE ASSOCIATES.INC comsui T'N ENG,"Lrw 184 a,Ilaa—43•G.Aa Or EIwOr(a3104A\Sf RACE 4010516 "V w01RM .rW.Wwwn S -"U WASWIGTOw M1018 COMWaiI,NTS rota.wanpW•, RIEMg11E IX'UO3t2N4 a[I.OI.,WrrCa rrew-erwr.• 1.loO MY>h1l Nww aw.•+ ww.•rn... •rasru e.a�n a arlvra.W,erw n . •. . . .O Ml 29W7 ••.wc�r. .i JDT fQITw Iw5810w BiIwE 'W,C1b.4 WE"Iewff YYMYGTOMYNOf Vwcrv,,W+.•r••.v rtvxM I",, :I MEMORANDUM TO: Tom Kivley, R. W. Scott Construction Fred Stevens, H. D. Fowler Company �T„ 1 C � • FROM: Fred Kern DATE: December 9, 1986 RE: honey Creek Update on Pump Vacuum System HCW-L 28503 Thank you for continuing to work the problem of improving/correcting the Honey Creek pump vacuum system. The City noted that the sm'll metal-to-metal check valves (located just downstream of the vacuum pump suction line) had a tendency to flutter and allow the vacuum line bleed back. To see if this tendency could be reduced and solve some of the long vacuum eduction start cycle, the City changed from metal-to-metal to a resilient seat check. The City staff believes this may have helped; however, they prefer to have a positive solenoid type shut-off rather than the check valve operation. They have a "Chemithon" station in the industrial area with solenoid valves that are hard-wired directly to the vacuum pump flotor. Vacuum System Retrofit: The orobler of the volute suction piping is scheduled to be worked on as soon as oll the cor„:.onents are assembled. The City has requested that we install solenoids in place of the check valves and WP would like to have this work (om- pleted when Dave, H. 0. Fowler's service idti, reputes the volute priming pimnb- ing. Fred Stevens, please include this work in Uave's assignment. Leak Checking by R. W. Scott: On December 3, 1986, Tom Kivley had his men install a shutoff petcock valve just downstream from each vacuum pump check valve to see if the vacuum system check valves were the source of leakage. When the vacuum line petcock was open after an evacuation cycle, it appeared as though the loss of vacuum was greater. rw•ro Oannu OMwgra Memorandum December 9, 1986 Page Two The Citv , now (during dry weather) running full day observations to check both open and srut petcock situations and confirm the check valve is the source of leakage. Our conclusion on December 3rd was that it appeared that any leak was likely to be in the vacuum check valve. If this is not the case, then we may need to have Tom further purcu_ leakage checks of the pump suction piping. The City staff has been patient and understands we're working the problem. Fortunately. Gary and his staff have been working the problem too and have iso- lated some problems. Now, with just a little more push, we'll solve the problems so the City doesn't have to worry and cross their fingers every time it rains. So, let's push ahead quickly. Sincerely, HAMMOND, COLLIER 8 WAGE - I.IVINGSTONE ASSOCIATES, INC. Frederick G. Kern, P.E. FGK/rtf rM" cc: Gary Morrison wi N20-65 I t or RE1 u y- i PUBLIC WORKS DEPARTMENT & MAINTENANCE DIVSION j p' 3666 N t 2ND STREET RENTON. WASHINGTON 90066 b M rf0 SEP'iw0t "RSARA Y.SWNPOCw MAYOR MEMORANDUM TO: Jack Crumley FROM: Gary Morrison DATE: October 27, 1986 SUBJECT: DEVIL'S ELNOW PUMP STATION On Monday, October 20, 1946 at 7:30 s.m, the Devil's Elbow pump atation was put o., line for a five day test run. The station was re- checked one hwur later At 8:30 a.m. Upon entry the crew found wat.er expelling from the number two pump. Further inspection determined that a mechanical seal on the number two pump had blown and possibly a bearing had burned out. Fred Stevens from N.D. Fowler was notified at 10:00 a.m, on October 20, 1986. Fred contacted Dave's Pumping Service to do the repair work, The station is still under warranty. Number one pump is on standby and working good. s�"1lmuvuu-'-� Gary Morrison OM/lif Ii ,w xn, w+i li wrw.le � � • IMn11v ,l Nil to N\AVRMA(v DIPARIMI.NI (I k AXOGY \w{Nq( M 11 • (a,nt Ni l\aJw,gn x, WtwN a'N • Li,KI J$WIIII Augugt 18, 1986 Mr. Robert Rrigxtrom Department of Public Work, 200 Mill Avenue South Renton, WA 98055 Dear Mr. Bergstrom: Suhjert: Roney Creek Sanitary Sever Pump Slalion slid Power, Phase I WFO-85-0('J on behalf of the Depart"e"I of Ecology, the following changr order has been reviewed and is hereby approved eligible for grant participation: honey Creek Sanitary Sewer Pump Station and Power Phase I - Schedules C and 0 R.M. Scntt Construttion Co. Change Order No, 3 Eligible Total Eli&!.ble jotal Subtotal $14,941.00 $14,878.60 Sales tax (8.1%) 1i210.27 11205;17 Total $IA,iSl.li7 �16,U11�1.)'7* NO time extension allowed. *Executed change order contained addition error. {I I A copy has been stamped with our approval and is being returned to Noll. { Please incorporate this change in the appropriate plans, Spec-ificati,ons, u( rontrart doc(ment, and have a ropy available loi our representative'x use during field inspections. Approval of this rhauge should not be construed as an approval for addi- tional grant funds. ,(fit., 1 Kr. Robert prrR.st rnm August 18, 1966 Page 2 i if you hAvr any qurstiona, please rontart M at (206) 459.6102 or SCAN Sg5-6102. Sincerely, � 7rAtd%� Y;l,(GI lose oanwry L. Mfl rod �� Contract Offirer Grants Administration Se"inn WAter Qualety Program Enclosure cc: Frederik Kern, KCW-I. S.K. Chung Grant File i wrl t m tl i� Yewla MIAIIANI tN 1( tAtX.) 4M u.p M u • ,iatw i1.Nr%na f•,,v; � a . 'e; ,...... August 13, 1946 Mr. Robed Bergstrom Drparlment of Public Works 200 Mill Avenue South Renton, WA 9905% p , a.ar Mr. Bergstrom: Suble t N::r .:..(ri. . 'wen P(.3ert WFd45-063 011 behalf of the fkpartment of Ecology, the following change order has been reviewed and is hereby approved elikible for grant participation: Honey Creek Sanitary Stover Pump Station and Power, phase I, Schedules C and 0 H.W. Scott Construction Co. Choate Drder No, 1 Subtotal $861. 1" I Sales tax W IV 69.11 No time evtenaion alloyed. Total $911.12 A copy has been ,tamped with our approval and is bring returned to you. Please incorporate this change in the appropriate plans, specifications, or contract document, and have a copy available for our representative's use during field inspections. Approval of this change should not be construed as an approval for addi- tional grant (undo, ' If you 'lave any yueslions, please coatact sle at (20n) 459-6102 or SCAN 565-6102. Sincerely, r. R semary L. Waliod Contract Otfi(or Grants Administrralnm Section Water Quality Program Enclosure cr: Frederick Kern, NCW-1, S. K. Chung Grant Fite Ica r • i Y ,rJ N[IAN Al1\ traAlA I wN e, \HII rY it 4V td.n W (MI'ARINVN! (11 It ( )I(K;Y Un v,y� 19 11 • 1 WIRW lHur.vsw 444113,11 a 1'I00 August tJ, fig AUG 1 G Mr. kohert Bergstrom Department of Public Works 200 Mill Avenue South Renton, WA 96055 Dear Mr- norRztrum: Subject_: lioney Creek Sanitary Sewer Pump Statioo arid Power, Phase I WFG-85-063 On behalf of the bel"Artment of Ecology, the following change order lm teen reviewed and is hereby approved eligible for grant part icipal ion: Honey Creek Sanitary Sewer Ptmtp Station and Power, Phase 1, Schedules C and b R.W. Stott Construction Co. Change Order No. 2 Subtotal $7,500,00 Sales tax (8.1%) 607.50 � No time extension allowed. Total $8.101.50 A copy has hren stamped with our approval and is beutR returned to you. Please incarporste this change in the appropriate plans, specifications, or contort dorument, and have a COPY available for our representative's use during field inspections. Approval of this change should not be cansllued as an approval lot addi- tional grant funds. If you have any questions, please Contact r at (206) 459-6102 Or SCAN 585-6102. Sincerely, )Rosemary L. Walred f f C.nntrset Offfn'er Grant, Mkainistratfon Selttnn Water Quality Program tnclosure cc: Frederick Kern, HCWL S. K. Chung Grant File W MII♦W{I 1, aMiM • IYn Mr �I All rN t1WOJt.II Nr 01PAR(MtNT (W FUUX.;Y A v,, rt 11 . Ibnpu co.,.Wh, .01,la 11 a 1.,4, 1,"I+.r; August 13, 19" Mr. Robert 8crgstrom Oeparttaent of public Works 200 Hill Avenue Suuth Nentoo, WA 98055 AUC j e IWa. Nr, Bo" 170.jer't: d ,ley d• •a ,nits i,wer pump Station auu ,wrr, Phase 1 WFG-8S-063 On behalf of the Departalrnt of Ecology, the foilowiag change order has hero reviewtJ and is hereby approved eligible for grant participation: lit Money Creek Sanitary Sewrr 10,+p Station and power, phase 1, Schedolex C and 0 K-W, Scott Construction Co. Change Order No. 4 Subtotal $6,506.11 Sales tax (4.1%) _ 527,04 No tlalr extension allowed. Tool $7,033.75 A logy Its$ been stamped with ovr arproval and is heing returned to you, Please Incorporate this rhanvP in the appropriate plans, spec ltieations, or contract docuarcnt, and have r copy available lot our represent at ivr'a use during field inspertions, Approval of thin change should not be construrd as an approvsl for Midi- tionai grant funds. i If you have any questions, please contart one at (206) 450-6102 or SCAN SIS-6102. S inrrrr(y, Rosemary L. Walrod t f1 Contract Officer tt Grants Adslinistratina Section Water Quality program Enclosure rc: Frederick Kern, "N.I. S. K. Chung Grant File .'fin\�. 10 rl., tnJ,r ♦. t - { 14ri I n "kit to KaV11*31N NPAMAINT (V 1(.(N(K;Y t as yr t, ry n • ist,n,..r k%"" ,a anr'u • tRld tvunul, August 1.:. ..0 t Kr. Robert. Bergstrom Department of Public Works 200 Kill Avenue South Renton, WA 98OSS AUC 1 4 firer Kr. Bergstrom: SubJect: Honey Creek Sanitary Sewer Pump Station and Power, Phase I WFG-95-063 Ott behalf of the ,)epartment of Ecology, the following change order has been rev ewed and is hereby approved eligible for grant participation: Henry Creek Sanitary Sewer Pump Station and Power, Phase 1, Schedules C and 1) N.W. Scott Conatruclion Co. Change Order No. S Subtotal $4,653,56 Sales tax (8.1X) _316.93 No time extension allewrd. Total $5,030.49 A ropy has her" stamp,•d wit), our approval and is bring returned to you. Please incorporate this change it, the appropriate Pians, specifications, or contract document, and have a copy available for our representative's use during field inspections. Approval of this change should not he ronstruerl an an approval (or addi- tional grant funds, It you have al.y questions, please contact our at (206) 459-6102 or SCAN SB5-6102. Sincerely, �oarww ry L. Walrod Contract Offiret Grants Administration Section Water Quality Program Enclosure cc: Frederick Kern, HCW1. S, K. Chung Grant File HAMMOND.COLLIER•WADE - LIVINGSTONE AfSOC1ATES.INC CONSUL TING tNGIN[EeS ISAa INS--a]YUM OF• F[SSIONAL 1MWkCa ,0109TON[WAY NO" uwTf ONO "ATTLt WASMINOTON 041034 90 C ,IW 1MK1 LIYf191,1W.[ ttl[N,ON(.Ia0a1 a]ataN 'MIMm`' Y.MN.L R,IMiu.A.v iR%1 a92.liOTtWA4.rv...l w,.,.AN. ApINC,t 0 A[.N.ry 11A9�N MLO.AfTAR.e 00. .` t M1d.R,pHWA . ]01 YP11tM MM91UN 9f11[[Y OMf OMIM.A�4•` W[NAT[Yltt WM9MINGTOM w/[01 +INi.u�,dN[NN.�• t[L[FMON[ 19001"a IT OR July 3, 1986 Mr. Robert Bergstrom, P.E. Engineering Supervisor City of Renton Dept, of Public Works City Hall, 200 Mill Avenue South Renton, Washington 98055 Re: Huoey Creek Phase 1 Schedules C&D R. W. Scott Contract Dear Bob: A final successful test was conducted at the pump station and I recommend that the Phase 1 project be accepted. A copy of the pumping check test data is enclosed. One operational situation that needs some periodic adjustment is the vacuum float switch set-up. As greases and sewage get in this; area, the floats can hang up and create interrupted starter operation. The Pump No. 2 starter was cutting in and out occasionally due to the vacuum floats movement. The vacuum float tether cord can be shortened or lengthened a slight bit to reduce this tendency. Fred Stevens has promised to provide a demonstration of this to Gary and others. Frequent cleaning of the float mechanism will be important to reduce the cutout tendency when sewage Is pumped. Wn.1.9 QUAn. OO*M, l 0 Fr. Robert Bergstrom, P.E. July 3, 1986 Page Two I noted 'ne pump repair contractor for H. D. Fowler improperly lifted the motor when the pump seal was replaced on a2 pump. The proper procedure for use of the too lifting bolts is illustrated in the 06M manual. The top bolts have adequate lifting capacity and 1 have asked Fred Stevens w' designed the lifting eyes in cooperation with the motor manufacturer, to prove exact details on how the bolts are connected to the motor and the safe load rating for same. Fred was concerned that the maintenance repair Pion had not used the strong back axle system to lift with and he will see that the bent eyebolts are replaced. The system is now operational and ready for sewage diversion. Sincerely, -�— Frederick G. Kern, P.E. cc: R. M. Scott, Tom Kivley H. D. Fowler, Fred Stevens W16-67 R. W. SCOTT CONST, C 227-Dl-tiw.SCtus29 Atu� flr�VV[E�ID�409QG��GX1044Q:L 9840 Car, Roan RfNT(NV NI9J� • 6/20/86 lei 22"52 to - r+ " or-Benton___.._—_._--L wnq Cre t Ptep Station 200 NI11 Ave. $0— — RMLon,MA MM WE All, SENDING YOU XXKtj,rhsd Wide, operate cow, va _the relloama dams Shp dTaamp Pnms Imams U 5eretdsa tipcnccaturns copy of ieltel Cnanpp ones, (J�IIS .1Tr 1 MJ mista.111em 2 "Affidavit Of Wages Paid" R.W.Scott Const. i Arrow Electric Co. THESE ARE TRANSMITIEU as (Wked Drw. For approval Approved as submItted Rswbmit .copra for approval For your use Approved as natal kuhmil cpuq for &W,buibon XX As requested Returned for correCtkavt Return corrected aunts for revNa and commend FOR BIDS DUE 19 _ PRINTS RETURNED AFTER LOAN TO US REMARKS. _.�•,. _. . _ter. „�� eon TO __.... ED Sty N .,. . ..r. ..r... a..,.,.......�...r..ow.. .,.an„«sy w««,. S Cu1D. spar �} , `.. .iv _. _ - . . . _ . . N sty (,vro,k Dww�� �'C"7f�,7w . . . ,.._ . . . Dru..J Dow... 'le�,'t' �l� i �� r �..,. I . . pyr I / 1 1 Ala HPAc "L N.� A.0 ! 4w � 4rl111 _. . , TiH6 M.G, p :r. r- c^..e ' A 4,J�S Li/ �.»I St't.1 6Pt� 30 (ow ti Mks \\ 1. 03 ;L SaPMOF 36 ss �i IO.pD �o 3'90 { e1 /o.lpil /D.iO,at LLS 4vZ fath. 30 /G'.= �3� 5i ..�� vPM ii /A Z2 . c m...w7+fi AMORANDUM r f To --- Dete From — buDjeCt ,r C0 ('(1r1'�.l(S j Wey$ ?.W.S�� HAMMOND.COl TIER&WAOE LIVItNEERS ASSOCIATES,INC. « UC U 11ISLR� MIFyptby/.rn� 5-�U n CONSULTING LNGINEENS U ll SLR 0 WWW WWWIIIJJI IJ ❑(/.115 CIO Slenr Wer North Samia.Wunmpm BS10J TO YcIi GENTLEMEN --- WE ARE SENDING TGU W Attached i' Ureter rpante cover via___ the folbring Items' .: Slop dr enng, Pnn4 C: plena i._ Samples u Speci4wbons Copy of letter Change order ❑ _. r town nays rp. osuevywr I THESE ARE TRANSMITTED as checked below. ❑For renew ❑No exceptions taken O RtlubmR__copies for renew O For your vse ❑Eacepnons as noted ❑Submit—copies,for distribution ❑As repuesleu ❑Returned for corrections O Return_corrected pants ❑F/or,ee,,e*and comme.d D REMARKS�' ` `_�E."-Li=..�J�l..r .. /e+ .fM: u,t Ar r>i ji�j'fi r, f. !'4.rr_- ..1�r 1. •: ��J fi-/eats n//ri: ♦!! !R.' fel .�/.. f i. aver .li.Kw.N.!✓,�i 1.r.a e: f��t�tLaee�a"'aA 1!-/��. }.y�'a+C- � (E!t'!!!l a+e..!l Nil .¢.�✓->r !� y r byKl -1 ! S L< ./Glls{�� LlrefGl�Lt s4 C..N."rz ! x. Pas '4'at F ,.r'z 12.,4 lie, ,!. szw!l<xi eta.sll.aclt COPY TO 816NED: �T� �----- rrr�rrrrrLrrri_rr.r _ __. VAMMONb.CGIIIER 8 WADE EIVINGSTONE ASSOCIATES,INC. n rs.y-T4P�ly.' bey n MDn n GONSULTtNG ENGINEERS l�jU U W 71 fA1W N1EL e010 Stop A.,North Seet1R.Wah-Ven 9e103 1716I 532266e To lC' s/'`+wc GENTLEMEN — WE ARE SENDING YOU Y^/AMschad Under werNe weer ws ___ 'Is SMP drawrys D Pnnta Rena ❑ 1❑tfEa i.'. Copy of letter O Chanp order f ` , ,, t• IE t COnta MTt M0. 7NESE ARE TRANSMITTED as checked below O Por n.weW ❑No eadeplIona taken ❑IENUEIed 111r roe1ew Q For our use r O FacePuona as noted OSuOuut ..._._cdan for araRipupon -- CI As reituested D Returned for corrections ❑INturn_. Corrected prima Q FFor review and<Ommem D R�E�M�ARKS-1,L!'• t -- ' aAtl IFI:elle A -JOfi (flifr'/. fA,E A+s/i ! ! jkT"' A Dotty to soma �1i11 sry •%rlcnnAN AFF*VIT OF nln \�rl,l WAGESIkpJ�rn...t , t awn ,� taltnitks ° PAID t n,F,•'t^. �. •,. BtMlai3Qjjrn QN PUBLIC WORYA Ol1NTRACT U.,I m., .v" . . •�,.ar ag ri rip, t , ,.sits Ina, to It Comr,cl Numhtr S 296a rheM I Date Old %A, Due 12-2 CotwgCl t.,rdmg PuW,c Age") 1—lls-85 City of Renton Late Contract Awarded Dale Work Completed . 5-3d86 Address200 !.�_7. If". ' i___ rventon, tG 99C55 C"Illy In Which Work Performed Kier Telephoto, 235-2631 — P^nK Convector L': '!Cott bit,tructi0n b \xmMr —' 'A' , a Slate menl of Intem Fded Iw this project' Yea L] No In cmplianct with RCW 19.12040 1, the undersigned, being a duly authorized representative of Arrow lectric Coa, Inc. rice Sox 6682? Sotttlea ti4 9816E do hereby certify that the following rates of hourly wage and houtly (tinge benefits have been paid lit the laborers, wwkmen and mechamct employed to me upon the plojca dewr,bed abote and that no laborer, workman or mechanic has been paid Ies• than the "prtvarbng rate of wage" as determined by the Industrial Statistician of the Department of Labw and Industries List below each classification of labor employed by you upon the pro)ect described above and the rate of hourly pay and hourly fringe benefits paid W each classlfical,on PLEASE. NOTE If apprentices have Mtn employed on this project, provide this additional information: name, registration number and male of progression. 'Me Man.I Man rr rl,rh ❑uxrb 1•a1 sofa, Wrtat IYM IVV Loc Trrr Ind tEW rem Pttral rnd meetsic':tin 17.62 .985 2.30 .10 .22 3,", New Au.a A/dnwut ]raeu at stmled Arrrnr 1ectric Co ne ICerar Naval Subscribed and sworn to be(-it me this .. day of rtxul ea/ Isar rM '} 1 henq swt,lt tot xteued,q to tt,e.an Bata aea tnyt 4,rnn Jeravn town t, `. I_ ro iN r+ta,MN aye rgx,rtr'tnu d a/w )V I:Ua1 Me Wn Nta)" N,xary t;.r„'M.ae far rat aNN J watax,rw,rax.ny INIKISI'RIAI. STATISIYCIAN DEPARTMENT Of'' EABOR AND INDUSTItIkT � I INSTRU"ONS maw I. Pumusnl to RCW 39.12.040 copies of this form must be completed by the contractor and each of ins sub CMlttaft\Xy. 2. Complete this form in Itlplrcate and have It notarized 3. Sub"10 all forms for approval to Employment Standards Division, Department of Labor and Industries,General Administration Building, Olympia, Washmgton 99S(l4 a. Mail an apfuswed cnpy to tie Cuntracl Awarding Public Agency CONIRACIURS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS.This is required by low artd payatsants an na1 lawfully be nEgle low at►gllWaviu am f ed, ,.�----�-- WOO J.IN • U•�slh Ill \I LSru I\V IkNnun d a AFtOY 1T 'Ali- a I"dwr.w.►ay1.> rNe.naar . Ill.". WAGVS AIIFI U iwarrai A4ftw"rntiaa awwwf IN PI Ri II WORK% /11NI11A("I IRytttM4, N A M1Rr Ibfn 7g.Lairt (ix,lract Awarding 1`uMw A )nlc Rul A" Due p m, _Uu of Rivita Bale (rmtract Axarded VWM — Addr", 200 MIJ1 Atle so. Ihie N'Ink (ompl<Ie,l ---_TWon _960%- (•win, In WMch Work Perhxmed ._1SIRa TrkpMrn< Numlrr 236.2A31 _._UWyUCLIQI C0. t1,1, .I U.vement of Intent 1,kd tar thn rroiecl^ V. in c,anp42m,c wlih R('N tY 12INII 1, the unde•r,lgned, being a duly aullmrimil rept"C"Iatlre of R-M.SWU CrnstrucLIUR Co. 984U.Carr Roatl._.. Regjp&WA__-98055,.,._ 99� III,lieecnr eend> that the following ram'of h writ wage and h.wrly fringe benefit, have been pad to the labrrcr., workrttrn and mrcharo2� rn,plo,ttl M me hprm (Ile proltti described above and that m, laborer, the labor or me.hnn,c has be" pad Icw than the "prevailing ran•of wage" a, delentnnnl b� the Indu,lrial w'. A ki of the 1lcparlltren, of I,bill and Indusiric, lo. I„t hAwt1 each daxehcat,O al Iu Fur rn,pim,d M aw "I" the prnlecl desenbd atxne and the rate of hourly par and Mw - Icings benefit, p;td W each I,,sifiCalion lal FAS!' NIl'TF If app".11II'<,hate bm"rngdmrst nn Ihi, u ,Inge of progreaslnn. W jlcl,prmide Ihi,addlUnnal inror mathm: name, rrxiNrali„n numh,v mul IrW UTILITY CONTRACI atlr y, N,q ..I IL 410 Backhoe.690 Backhoe,450 Dozer .u.L H-K, NI a.m x. . II,,,Truk16.92 Driver (Syd - 12 ydj 4•Ib laborer 17.38 :3•b4 P1pelayer 13.80 e.4.' 14.28 3.4,1 N••• ba.A Naaan,W skal. i, ,.nkd Rs�,�Qtt str ttlon Co. Sutra'nbed and ,w,nn to b•lorc III,ten 2 d:n ,IJune , _.._. pres. ,. yl,'T"` n,url 10 86 .l// , rI,,,, �.__ I ',� Ikrea,.e.rar,bl nr"an,lla„rk^w r•,r.aaa Mnw x.arl,.kr.�,...,. w Narl,IwMM...rM.1n.r, . u.n.nn. .. ,^ , knr,.n4,r .,r. .q„�•nv.n aMrw ,Muni e... �.... i.n IViII VIRI%I VI Ul,llr l\\ 1 1R1Uk VI 411 1111111t 1VU IVI/I VIRIN INS'IRt�, IIII*;': It,� JUN111yy 1 Punwmt lu R( N tcl l WU s,gxe, of Ohl nxm nNnl b¢nxnpleied by the canbndor and each of his ,ub- amlrackxs 2. Cnmpkte Ihu ham in trlphcatc am) haven nalar,rttl. .1 Subnit all hwnn for eppr..vIII In. I ntpk,rmcni Standards bivni,w, Ikpartnrent of 1 abv and Imlu,trle,,(ienrfal Adminislealicm 8uddinp, lNympi;r, Wn,ir 4 VRS(N. Mad appr Madan sop, (It l\mlrarl Aw.rrding I'ublly Agency CIDNIRM MRS ARI NI:SIRINSINI I, IUR 0111\ININIi AND 1-11IN(; AFFIDAVITS „f the SI R, CYIN I'RAC'1CNIS 1 Ais n required by law and psynw;mr can na lawfully be buds until wch nRtdavit,art hied . • E.G. i'___1 CAG-022 35 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT HONEY CREEK SANITARY SEWER PUMP STA-ION A POWER, PIGISE I, %CH. C s U CONTRACTOR R.M. Scott Construction Co. , 9840 Carr Road SE., Renton MA %BOSS 226-4451 St1M4ANY OF PKOPOSED CHANGE Add Temporary fence Lump Sum $749.00 15% 112.35 -- Subtotal 861.35 Sales Tax 8.1% 69.77 ___.--,-_— ----, Total $931.12 - IMt) srrHUN All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. �li(CiHA — Mucr—1 'CURRENT"Cbi�TRACT`ESTRWTED NET CHANGE— GNT-' AMOUNT AMOUNT THIS ORDER TOTAL AFTER CIIANGL ' $202,530.79-- I_ $202 .71) - 31.12 I-TM*TEY-( r$203,461. SIGNATURES: CONTRACTORS tt DATE PROJECT ENGINEER _ (1 DATE 6 V* APPROVLD DY -•,...�li..l�r±t_ DATE i It,_ <�u�Tf-c MorTia-bTrictorT�__-r� ��-!-- • C.O. 1 CAG 022•N�5—�-'�- CIIY Of RENIUN 'M ea,, .kj fv PUBLIC. W010:5 DEPARTMLNT h y(o.«da.er CONIRACT LlIA14GL ORDER AGREEMENT CONTRACT wNEY CRCEK SANITARY SEWER PUt4' STAijQN ¢ POWER PHASE 1 S.:li C d U CONTRACTOR R'W, Scutt Carst?'Ktion_Co., 9840 Carr Road SE.. Reut n WA 9UU.5 4451 SU441RY OT PROPOSED CIbJIGE Add Ten�orary Fence�. —.v._--- Lwgi Simi 15' $749.00 112.35 Subtotal 861,35 Sales Tar 0,1% 69X TOTAL 4931.12 i All ;ork, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved, DAl6lIuA1.-rbNTRACr TuRR tlf�il7iTRAtT-'L�f11fATE�}iiT t}IAiicC- EStIFNiI� LUNTRnE AMOUNT ~� I� AMOUNT I TN1S ORDER TOTAL AFTER CIiANGE $188,412.89 188�412.A9 $931,12 _ 3189.144,01 SIGNAIURES: CUNT(�g, A BATE PROJECT ENBINEER DATE APPROVED BY — _ DATE '.__��ub1Ta llar`Tt5-6frecLOr� _� - - • • C.D. 2 2 car,-o2z-B5 CITY OF RENTON PUBLIC WORKS DLPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT IIONEY CREEK SANIIARY SEWER PUMP STATION a POWER, PHASE I, SCII. C b 0 CONTRACTOR R.W. Scott Construction Co., 9840 Carr Road St., Renton WA 919155 226-4d,,l SUMMARY OF PROPOSED CHANGE FORCE ACCOUNT SLIDE REPAIR: A, Worklost to Slide Lump Sum $4,250.00 B, Delete EColeoy Blocks Lump Sun (-1,680.Oo) Deduct C. Delete Rip Rap loc Luirp Sun (- 150.00) Deduct D. Add West Bank Rip Rap Lump Sum 2,420.00 E. Add Pit Run for Rip Rap Bank Lump Sum 660.00 F. Add Rock Foundation Under 6' 0 Wet Well 2,DO0.00 Subtotal 7,500.00 Sales lax 8.1% 607.50 Total P 1QI.Zq� O ---- -- 'z r DAIF SFf LION All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. DRTLTNAi TO}iTRA�T—� CIIRACNf E6HTi'D �ST7FWTETi?7€T�NAN(T--FSTiidAiEl�tON7Rp $2UAMOUNT 53U.79 —I $2�gT91 I l 107 ORDER I TOTS pFTER 569,411 GC SIGNATURES: CONTRACT R f �� ��-� PROJECT ENGINEER UATE 3 !IIV" _ APPROVED BY DATE /1r1(6 Horlis Dlractor'— • . CAG U22-RS CITY OF RENTUII YcpwM," P&toy4.4 PUBLIC NOW UEPARIRNI emv CUNIRACT CIW46E DRULA AGREEMENT CvhfRACr r HONEY CREEK SANITARY SEWER PUMP STATION d POWER. PHASL 1. Sc11_ C 6 D CONTRACTOR R.W. Scutt Construction Co., 9841) Carr Road St, Renton NA 9Uu5S 126.4457 SUMMARY OF PROPOSED CHANGE A`Worklost to Slide Lumo Sum 54,,250.00 _ B. Delet Ecoloqy Blocks Luny, Sun) (-) 6RO.00I Deduct C. Delete Rip Rap Toc ,_. lump Sum ,(- 150.00�Deduct D. Add West Bank Rip Rap Lwnp Sum 2,420.00 E. Add Pit Run for Rip Rap Bank Lump Sum 660.00 T. Add Rock Foundation Under c J Wet well 2LOW IP1 i Subtotal 1,500.00 Sales Tax 8.1' 607.50 Total SB 107.50 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. DR161NA1-tONTRAd"-._CUBREItt tuTQBit�T —W1FATEnV-' ilANZ— -EST1MitLu tuNTRAU- �AMOUNT_ I ~vAMOUNT THIS 01lOER TOTAL AFTER CHANGE S18R,412.89 I S189,344.01 $191 4,SB,101.50 v 1.51 SIG14ATURES: CONTRACTOR _ DATE PROJECT ENGINEER Jaya_ tw _ BATE APPROVED BY 7 DAZE world-6irectar�l `— . C.o. 3 CITY Of RENTON PUBLIC WORKS DEPARIMENI CONTRACT CHANGE ORDER AWIIImENI CONTRACT , 9ONLY CREEK SAM MY SEWER PUMP STATION a POWER, MUSE 1, SCH. C A D _ CONTRACTOR R.W. Scott Construction Co. , 984U Carr Road St., Renton WA 9fX65 226.4451 SUMMARY Of PROPOSED CNANGE Add force Account Work for Eastside hank Stabilization and Rehabilitation Labor including Payroll Taxes and 20% Overhead-and-Profit S 3,529.21 Materials Including 151 Overhead and Profit SIRS B3 Equfperant and 151 Overhead and Profit S,830.09 Rental Equipment, including 15% Overhead at Profit, Lump Sum 333.49 subtntal rW�--�—_— �_� Sales Tax 6.11 �y � I 27 Total are r, Su-fl B7 r T c0NS1RUltTIDN GMT tHPAR1MEM1 01 the of A11 work, materials and meesurer,-ts to be to accordance with he provisions of the Standard Specifications and Special Provisions for the type of ~rvet+mrtntmYvaC: .. 11WHAI—CONTRACT" ALIT CHANGE IS11MOTLD CONIRATT� AMOUNT I AMOUNT THIS ORDER TOTAL AFTER CHANGE $202.530.79 i 121 5 ,. $16,151.81 $227,721.2R SIGNATURES: CONTRACTIIIOR_ ��;„4L OAT L`;j PROJECT ENGINEERDATE V� APPROVED BY _ y _ DATE LAC, O22•NS LITY Ur REInm year*A" 16- f urR� PUOLIL WURKS IILPARM111 -A—, 4era- LUNtNACT CMAGE ORUER AGREEMENT ECINTRACT tIONEY LREEk SANITARY SEWER PU14P SIAIIQN & PQWLN, £14ASE I, MAACTOR R.M. CLutt Construction Lo, 9840 Larr Road SE Renton WA ,�$L15S 226 4457 SMORY 9F PROPOSED awirA Add Force Account Work for Eastside Bank — Stabilization and Rehabilitation Labor including Payroll Taxes and 20t Overhead and Profit S 3,529.21 Me terials Includinq 151, Overhead and Profit 5,185.83 E9uipment and 15" Overhead and Profit S,830,08 Rental Equipment, including 15; Overhead and Profit, Lump Sum 333.48 Subtotal 14,941.00 Sales Tax 8.1 _ 1 ,210,27 ^ TOTAL `516,151.97 All work, materials and mraSurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. DR1G1lIAR)UNI pAC7" CQARANDUNTf1TAAt7 EiTIMATYIf 1+IT t1WiGl I"T5Tl1NTEb �AMUUNT AMOUNT I THIS LROER ! TOTAL AFTER CMAAGE S188,412.89 $197,4S1.51 $16,151.87 I $213,603.3a SIGMIURLS: LUIITRACIOR DATE PROJLCT LNGINEER , Lriw- DATE k' ic APfROVEU Ur _ _ DATE • • C.O. r 4 EAG-U __._ zz-B5 CITY OF RENT014 PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT HONEY CREEK SANITARY SEWLR PUMP STATION 6 POWER, PHASE 1, SCH. C A D CONTRACTDR R.W. Scott Constriction Co., 9840 Carr Road SE., Renton WA 98055 226-4457 SUMMARY OF PROPOSED CHANGE Add and Modify Mecanica) Pumps and Appurtances by Force Account. 1. Delete Conventional Check Valves 2 Ea. (-375.53) (-751.06) Deduct 2. Delete Conventim+al Gate Valves 2 Ea. (-186.99) (-373.98) Deduct 3. Add Water Check Valves 2 Ea, 41,33R.17 +2,616 1 4. Add Knife rates 2 Ea. + 532.45 41,064.90 5. Tapped and Plugged 112" Holes 2 Ea. + 32.00 64.00 6. Delete Stuffing Box on each Pump 2 Ea. -0- -0- -ltc r n er-3m'T'c�t€d�13-- 1, on Pump 2 Ea. + 686.65 41.373.30 B. Add Vent in 6"-0" Wet Wcll 4" y 1 Ea. 204.00 204.00 9. Add Trolley d Chain hoist W/Crane I Ea. 224.21 2,249.21 Rail A Sunoorts Plug One Slab d Opening 7 Core New Hole Subtotal 6,506.71 7 :ales lax 521.OS D+7,:�. bi —'- -- Total 57,033,75 '! U1 .,1,:-Guf — — I All work, materials and measurements to be in accordance with the visforrs of-tmr -'-- Standard Specifications and Speciai Provisions for the type of construction involved. DMINAM"LbNTWiM CURRENT-CBNIRACT--fST7WTE6 Nj1r-NANB}: 9TMUNTOAC AMOUNT I AMOUNT THIS ORDER I TOTAL AFTER CHANGE $202,530.79 Sr27 F1.2D S7,033.75 S234,755.03 SIGNATURES; CONTRACTOR . DATE,3,f�/-C�c, PROJECT ENGINEER rROZ it DATE __ DATE APPROVED BY '/ {Public Iior�i�6Tnctor�"� C.O. f_ 4 . • CAG 027H5 CITY OF RLNTUN 'r 00"h4 -F+- 0�+ry{a PUBLIC WUO:S ULPARIMLNI CUNfRACT CIIARGE ORDER AGREEIENT CONTRACT _ HONEY CREEK SANITARY SCWER PUMP STATION 6 PUWLR PHASE CONIRACTOR R`W, Scott Construetimr Co., 984U Carr Road SE Renton WA 98055 22f i457 SUIIPARY Of PROPOSED CHANGE Add and Modify Mechnlcal Pumps and AUPUrtances pv Force A. ount I. Delete Conventional-Check valves 2 Ea. (-375.53 (-751 06) Deduct 2. Delete Conventional Cate Valves 2 Ea.(-186.99) (-373.98) Deduct 3. Add Water Check Valves - 2 Ea. +1,338.17 +2,676,34 4. Add Knife Gates_ 2 Ea. + 532.45 +1,064.90 5. Tapped and Pluqqed 112" Holes 2 Ea. + 32.00 64.00 6. _Delete Stuffing- G MBox on each Pump 2 Ea. -O- -0- Acid ar n eram? ed Seals -' 1. on Pump _ 2 Ea. + 686.65 +1 373 30 8. Add Vent In 6"-0" Wet well 4" p 1 Ea. 204.00 204.00 9. Add Trolley d Chain Hoist W/Crane 1 Ea. 224.21 2,249.21 Rail A Supports Plug One Slat Openino 7 Core New Hole Subtotal 6 5U6 71 Sales Tax 527.04 _ TOTAL. $7,033.75 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL U,NTRALT`---- CUkk0lr`LuuiiTRAi —ESTIWtIE�iL Ul 6�LSTi8 1U CONTRA AMOUNT I AMUUNT I THIS ORDER TOTAL AFTER CHANGE 5188,412.89 U13,603 d $7,032.75 220 6 7 SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER _ ._( .,, BATE r ia� — APPROVED BY _ DATE . -"`j6ub7fc�(or1is—G r�cto�7 • C.O. CAG-022-85 01Y of RENTON PUBLIC auRaS DEPART14 NT CONTRACT CP^ GE nADEP AGREEMENT CONTRACT HONEY CREEK SANITARY SEWER PU,e` STAI ION A POWER, P14ASE 1, SCH. C A it CONTRACTOR R.N. Scott Construction Ca., 9840 Carr Road St ._ Renton WA 98055 226--44.57 SUMPUIRY OF PROPOSED CHANGE A. Emergency Channel Repair and By-Pass Over Flow Channel Lung_Sum $3,847.24, B. Chan !. Emergency Generator Plug Recepticle Lump Sum 212.92 C. Modify Gate an Pump Station Fence for Emergency Access lump Sum 593.40 —_ i Subtotal V 4,653.56 Sales Tax 8.1% 376.93 —_ Total $5,030.49 �r•� cr ;iarn.; All work, materials and measurements to be in accordance with the provisions of�the �— Standard Specifications and Special Provisions for the type of construction involved. O IGINAl-"CbN A T----CURAEW ONTRACT '_ES1TWWT9 AT UAW _M1AA1Eti_tOAY AM' )HIT AMOUNT THIS ORUER TOTAL AFTER CHANGL $202,530.73 LS234r .103 $5,030.49 $239,785.52 SIGNATURES: CONTRACTOR " ' DATEPROJECT ENGINEERDATE --- APPROVED BY w.c� _ �-rt•-� DATE ` •� Jj�. , (IuMc Storks DTrec2o�T -- -- _1_�___� • • CAG � e CAG 022-Ai CITY or RENION rwm46J -4- &11� PUBLIC WORKS UEPAR114Ni 4-wa r~ CONTRACT CNANUE ORDER AGREENENT CONTRACT _ I0NEY CRLLK SANITARY SEWER POMP STATION 8 PoWj R. nratsr r CUNTRACTOR R.W. Scutt Construction Co.. 9840 Carr Road SE Renton WA 9 S __$.�v ,15 44rY SUACIARY Of PROPOSED CHANGE Add interior pulp station painting. Paint all piping and equipment. Use tar stop as regnired. LumP Sum $600.00 Sales Tax 8.1x 48.60 TOTAL $648.60 i All work, nmterlalt and measurements to be in axordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. t7gli;ihlAt'tutIT AET `"CURkTfiT t�}7TitA�T"'FbTtW1TED�tEFCi�tN CSTIFNT€tiRti07 AMOUNT �� AMOUNT I THIS ORDER ( 10TA1 ArTER GiANG Sl&A,412.89 $225,667.62 $64A.60 $226 316, SIGNATURES: CUNTRACTOR // DATE PROJECT ENGINEER �+ ,$fln— BATE APPROVED BY DATE "'T�u�llc ilo'rks 0 r�eo?� �" l . CAG 022-NS (ITY Or REN1011 PUNLII WORKS D(VARIML141 LUNIRACT MANGE ORUEN AGREEMENT WNIRAC( HONEY CREEK SANITARY SEWER POW STATION b POWER, PItASL L. SCH. C a D __. LUNTRALIUR R.W. Scott Construction Co., 9840 Carr Road SE Renton WA 98US5 226-4457 SURIARY OF PROPOSED CIUWGE .. Add Barbed Wire on Pump Station Fencing _ l mg) Sun $600.00 IS`, Overhead A Profit 90.00 Subtotal 690.00 Sales Tax 8.1t 55.89 'OTAL $745.89 All wore, materials and measurements to be to accordance with the Provisions of the Standard Specifkations and Special Provisions for the type of construction involved. OR161HAi 0 NTMLT`--T.uRRlTTCOIIHACT"—EST1fNTU-N-T C}iAAUF IS41HATLb LUNTRACT 41ARA�,4UIi2.89 I AMOUNT 26N316.22 I LTIIS I TOTAL Af062 MANGE SIGNAIURES: CUNTRACTOR / DAIS PRWLLT ENGINEER .�-Y� �aw..C/L, _ UATE APPROVED UY DATE CITY Of RENTON PUBLIC WORKS DEPARTMENT CONTRACT C1414GE ORDER AGREEMENT CONTRACT fiongy r� k Canitary Sewer Puma Station 6 Pc r - Grrase I Schedule C A u COHIRACTUR R,It. Scott Construction Ccai an' 9840 Carr Road S,E. Rent-_WA 9BO55. 2eb-4457 SUMMKF1Y Of PROPOSED GUNGE h-Modify Primary Power Supply W-1h Lightmy Arresters and 'Overhead Disconnect Arrow fleet b 459.,,9 15- Overhead 68.91 -- __ 5?9.30 2. Add Force Main Bend> > Each 450.00 978.30 3. Moo'Fy Periacter te_nce, larva Gate for Electrical _ Shutoff —_ -- -- i5', Overhead ^_ 562,50 '-__.'-- -----_-.----- Subtotal 5,290.80 - 8,1T Sales Trx 428.55 5,719,35 All work, arterials ,nd mrasurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. U�(cltlAl-iuN1T+AUi- LURALfff iAIRACT-�`F511 M V--i1Ei ialvi �j"Esiiaialtu tunfRAci AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE binnAr7.P9 S?2)"06f: i 1 I S5,7 „15 J $232,7N1.46 SIGNATURES: C(NVTRA TO i -�` f - _ DATE PROJECT EIIGINEER .c�� BATE 8-S-8G APPROVED BY rJ� DATE is Works Utrec tor? -' NAMMOND.COLLIEIE&WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS 1043 1 y66--63 YEARS Ot PROFESSIONAL SERVIC F 6 10 TONE WAV NORTw .uwrw w.tt if SAME WA6wIN6TON M1'J1 EO6D CONSULTANTS ww:[.irwolTpw.[ .CIEPwONE 12061632,26" 6ttA6tw ..wworo P[ 160o"21TO7 IW.W.No i 'IIWYI CM.Y111 4tM V,twMC,Ww I, i•xt6e.p•r. PO!Ot 2E6T 3 2 SOVTw N16FAON STREET .91 twNa 11. WENATC "WA6NINGTON 66R), tELVw .E I6O61662 1102 May 16, 1986 Mr. Robert E. Bergstrom, P.E. Engineering Supervisor p.v r O Public Works Department City of Renton 200 Mill Avenue South Renton, Washington 9BO55 Re: Honey Creek Pump Station HCW-L 0285OP3 Dear Bor,: A pump test on the R2 Honey Creek unit was made on May 2, 1986. The pump discharge was satisfactory related to specified performance. There was still a little glitch in the vacuum ejector system that should be taken care of by changing the vacuum float uni*.. Fred Stevens of H.D. Fowler was to take care of '.his small detail. He believed it would take just a few minutes to make the change. Jim Bagne wen' over all the electric switchgear itransformer main panel li breaker;) with Ralph, Gary and other City staff. 1 took photos of switches and we will incorporate Jim's descriptions into the 08M text, together with dia- grams. Jim provided an electrical "as-built" so we're now all set to reduce the "Record Cunstruction Drawings" for inclusion in the manual, Flow Regulation. Our 02 pump test indicates some regulation of valves is reasonable to assure that downstream features are not overloaded. I'll have some suggested details on a flow measuring program to set valves for the proper rate of flow regu- lation. Electrical Extras. 1 advised Jim Bagne that he should work out any extra charges for his work on telemetry directly with you. Mr. Robert E. Bergstrom May 16, 1986 Page Two Tom Kivley has submitted a bill for extra terminal work at the primary service. The request appears reasonable and we recommend that this change order be approved. When Tom advises me that the float problem in the vacuum ejector is corrected, YOU and 1 need to review final payment and acceptance of the station. Sincerely, Frederick G. Kern, P.E. FGK/rtf W15-78 • 0 L ' R. W. SCOTT CONSTRUCTION CO. Znprol Coatraeron—JJJ-01•RN=3l'^OCJJANt' 9840 CARR ROAI) RENTON WASHINGTON98O55 MOM226.aAc: May 5,1986 Hanmond,Collier & Wade - Livingstone Assoc.Inc. 40I0 Stone WayNorth Seattle,WA 98103 RE: Honey Creek Sewage Pump Station Change Order lmformation Dear Fred Kern: Cost to change primary service(see attached letter & backup invoices from Arrow Electric Co.) are as follows: Arrow Electric Co. $459.39 R.W.Scott Cjnstructlon 15% 68.91 TOTAL COST: $528.30 If you have any questions please call our office. Sincerely, � r Tho a Kivley,5uperintendent R. 1, ptt Constructt n io S' R. W. SCOTT CONSTRUCTION CO. Grnrmi Cmemrwn ... 22J Or Ru',W(It 9840CARRROAD RENTON.WASNINQTON980! ANE226-4452 Ma 5.1986 U, -•�..0 Ci Hammond,Collier 8 Wade - Livingstone Assor .Inc. MAY 1 6 19M; 4010 Stone WayNorth Seattie,WA 98103 RE: Honey Creek Jewayo Pump Station Change Order Imfntmat'on Dear Fred Kern: Cost to change primary service(see attacbed ]otter 8 backup invoice, from Arrow Electric Co.) are as follows: Arrow Electric Co. $459.39 R.W.Scott Construction lb% W.91 TOTAL COST: $528.30 It you have any Questions please call our office. Sincerely Thomas N. Klvley,Superintendent R.W.Scott Construct' Co. TWK/s 908 BEROSTR:: Need Change Order for Fencing; $3.750.00 + 15% +Tax Need to pickup (3) C.I. Bends--L.S. Omitted on C.O.N2 450.00 +Tax Need to Correct unit Price SCH-D Item-6 Inild0eS30.00perS,F. -- � tU ,ro s- �'� ` A • C.O. 0 1 CAG-022- 55 . CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT • CONTRACT HONEY CREEK SANITARY UWER PUMP STATION 6 POWER, PHASE 1, SCH, C A D CONTRACTOR R.W. Scott Construction Co., 9840 Carr Road SE., Renton WA 98055 226-4457 SUMMARY OF PROPOSED CHANGE Add Temporary Fence Lump Sum �- S749.00 151 112.35 Subtotal 861.35 Sales Tax 8.11 69.77 Total $931.12 All work, materials and measurements t) be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved, DAT�ii�Al C6NTRACT--- CURiRNftONTIfAZ!— =*7f AT--'fTffa--ESTIMAT�b�RA AMOUNT I AMOUNT THIS ORDER I TOTAL AFTER CHANGE 5202,530.79 -` $202 .79 31.12 S203,461.91 SIGNAIURES: CONTRACT YOU, e. _ DATE PROJECT ENGINEER 1a4h DATE �ht& APPROVED BY _3R ..��� £ems DATE /ZAL (PUDIfc NO 6fnc4or C.O. 0 2 CAG-022-65+ _ CITY OF REN70N PUBLiL WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT HONEY CREEK SANITARY SEWER PUMP STATION A POWER, PHASE 1, SCH. C a D CONTRACTOR R.W. Scott Construction Co. , 9840 Carr Road SE., Renton WA 98055 225-4457 SUMMRY OF PROPOSED CHANGE FORCE ACCOUNT SLIDE REPAIR: A. Worklost to Slide Lump Sun $4 250,00 JL .Delete Ecology Blocks Luro Sun (-1 680.00) Deduct_ C. Delete Rip Rap Toc Luny Sun (- 150.00) Deduct D. Add West Rank Rip Rap Lump Sun 2.420.00 E. Add Pit Run for Rip Rap Bank Lump Sum 660.00 F. Add Rock Foundation Under 6' D Wet Well 2,D00.00 Subtotal 7,500.00 Sales Tax B.It 607.50 Total $8,107.50 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. 15RTyTNAi,-MPTi1FZT TOW �dY ZbATIO rr EST I MATED NrrTME_--ISTTMTM AMOUNT I AMOUNT I THIS ORDER I TOTAL AFTE7CHANGE $202,530.79 520 , 791 $8,107.50 E211,56 / SIGNATURES: CONTRACT R '� v 1 DATE �--� PROJECT ENGINEER OF/ DATE AWA _ APPROVED BY _ _ DATE �� � . ub c Wormsrector _ C.O. r 3 CAG-022-BS— CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT • CONTRACT HONEY CREEK SANITARY sd'.91P_ P.uMP STATION 6 POWER, PHASE 1, SCH, C 6 0 CONTRACTOR R.N. Scott Construction Co. , 9840 Carr Road SE., Renton MA 9BO55 226-4457 SUMMARY OF PkOPOSED CHANGE Add Force Account Work for Eastside Bank Stabilization and Rehabilitation Labor including Payroll Taxes and 20 Overhead and Profit $ 3,529.11 Materials Including 15% Overhead and Profit 5,185.83 F.quipmant and 15: Overhead and Profit i 5.830.08 Rental Equipment, including 151, Overhead and P ofit, two Sum 333.48 Subtotal IT-,W ..M Sales Tax 8.1t 1,210.27 Total $16,151.87 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. IMI.IAAL CONTRACT GIN AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $202,530.79 $21 5ty6.41 I $16,151.87 I $227.721.28 SIGNATURES: CONTRACTOR "Jft^ y DATE_ 'f PROJECT ENGINEER _� DATE ro/eb A>PROVED BY "' DATE y/•!E�;� (Public Works rector 4' C.O. / 4 _ CAr.-022-85 CITY OF RENTON PUBLIC WORKS DEPARTMENT MNTRACT CHANGE ORDER AGREEMENT CONTRACT HONEY CREEK SANITARY SEWER PUMP STATION 6 POWER, PHASE 1, SCH. C 6 D CONTRACTOR R.M. Scott Construction Co. , 9840 Carr Road SE., Renton WA 98055 226-4457 SUMMARY OF PROPOSED CHANGE Add and Modify Mecanical Pumps and Appurtances by Force Account. 1. Delete Conventional Check Valves 2 Ea. (-375.53) (-751.06) Deduct 2. Delete Conventional Gate Valves 2 Ea. (-186.99) (-373.98) Deduct 3. Add Water Check Valves 2 Ea. +1,338.17 +2,676.34 4. Add Knife Cates 2 Ea. + 532.45 +1,064.90 5. Taoped and Plugged 112" Holes 2 Ea. + 32.00 64.00 6. Delete Stuffino Box on each Pump 2 Ea. -0- -0- Add Carbon e"am a 7. on Puma 2 Ea. + 686.65 +1,373.30 8. Add Vent in 6"-0" Wet Well 4" p 1 Ea. 204.00 204.00 9. Add Trollev 6 Chain Hoist W/Crane I Ea. 224.2E 2,249.21 Rail A Sucoorts Plug One Slab Opening 7 Core New Hole Subtotal 6,506.71 _ Sales Tax 527.04 Total $7,033.75 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. (ORIGINAL CONTRACT—CURAENf CbATRACT��STIMATF6NET RAHZ--ES71MATED LAMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE S202,530.79 S221 1,28 S%033.75 $234,755.03 SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER Pab _ DATE APPROVED BY _ DATE v-- A u c Wor ${rector) • C.O. / 5 CAG-022-85 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMNT CONTRACT HONEY CREEK SANITARY SEWER PUMP STATION 6 POWER, PHASE 1, SCH. C A 0 CONTRACTOR R.W. Scott Construction Co. , 9840 Carr Road SE., Renton WA 98055 2264457 SUMMARY OF PROPOSED CHANGE _ A. Emeroency Channel Repair and By-Pass Over Flow Channel Lump Sum $3,947.24 _ B. Change Emergency Generator Plug Recepticle Lump Sum 212.92 C. Modify Gate on Pump Station Fence for Emergency Access Lump Sum 593.40 Subtotal 4,653.56 Sales Tax 8.1% 376.93 Total SS,G?7.49 \11 Work, materials and measurements to be in accordance With the provisions of the Standard Specifications and Special Provisions for the type of construction involved. �NNTAACI - --"CliRRAMOUNT TRAZ7 -ESTITHIS ORETEAAACE TOTAL IPF RIN AMOUNT AMOUNT THIS ORDER TOTAL AFTER CIiANGE $202,530.79 $23 , A3 $5.030.49 I E239,785,52 SIGNATURES: CONTRACTOR [[ ( DATE PROJECT ENGINEER DATE 3i(4(&_ APPROVED BY : — DATE IVI,/ (Public Worls$frector) ' • c CAG � T uzz-Rs my Or RLNTUN PUBLIC WORKS ULPARIMLNT CONINACT C111VIGE ORUIR AGREEMENT • CUNIRACT IIONLY CRLLK SANITARY SENLR PUMP STATIUN 8 PUNLR, PIIASE 1. S[lI. [ a n LUNIRACTUR R.M. Scott LonstrucLloll Co., 9840 Carr Road SL, Renton NA 98U55 276-4451 SUMMARY OF PROPOSED CIIANGE Add Temporary Fence Lump Sum $749.00 112.35 Subtotal 861.35 Sales Tax 8.11 69.77 TOTAL 5931 .12 All work„ materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL (bhTkAi.T_—I_tkkETZTRACT—I"Iii]M1Gtb`XT_TIiAIfGC`ESTIUT TOTAL A NGE E10.42.89 I N1 AMOUNT TIIIS 1CI . SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER DATE APPROVED BY DATE "�-"(6ub]Tc Mor]ci�rYyctor� iCAG U22-RS UIY Or RLNIIA4 I'UOCIC WOKS ULPAR119.N1 CUNTRACT CIUUIGE ORDER AGREEMENT ' CONTRACT HONEY CREEK SANITARY SEVER PUMP $TAT ION A POWER. PHASE I. SCH. C A D _ CUNiPACTUR R.M. Scutt Construction Co., 9840 Carr Road SL. Renton WA 98US5 226-4451 SUMMARY OF PROPOSED CAANGE A. Worklost to Slide luau Sum S4.250_00 _ B. Retet Ecology Blocks_ _ Lump Sum (-1 680 001 Deduct C.DDelete Rip Rap Toc Lump Sun (- 15U.001 Deduct D_ Add West Bank Rip Rap Eunp Sum 2,420.00 E. Add pit Run for Rip Rap Bank Lump Sum 660.00 F. Add Rock Foundation Under t' 9 Wet Well 2 L000.00 Subtotal 7 500,00 Sales Tax 8.1; 607.50 Total Se 101 c0 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. LR( MARFN T-t11AN�C --STIMATEVOUNT" AMOUNT ( AMOUNT I THIS ORDER I TOTAL AFTER CIIANGE $188,412,89 $189,344.01 $8,107.50 $197,451.51 SIGNATURES: CUNTRACTOR ` DATE PROJECT ENGINEER __T DATE _ APPROVED BY _ _ DATE i (AG D22-8s CITY OF REIIT194 PUBLIC WORKS ULPARiMLNT CONTRACT CIDOIGE ORDER AGREEMETIT CONTRACT HONEY CREEK SANITARY SEVER PUMP `�1 A(IUN 6 PUNER, PH SE I. SCN. Ate_ CONTRACTOR R.N. Scutt Construction Co., 9840 Carr Road SE, Renton dA 98Os5 ^26-445 SUMMARY OF PROPOSED CIULRGE Add Force Account Work for Eastside Bank Stabilization and Rehabilitation Labor Including Payroll Taxes and 20% Overhead and Profit S 3.529.21 Materials Including 15' Overhead and Profit ",185.83 Equipment and 15 Overhead and Profit .,P30.08 Rental Equipment, including 15' Overhead and Protit, Luir. Sum 333.48 14,941.00 Sales Tvx 8.1 , 1 ,210.27 TOTAL 516,151.87 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special provisions for the type of construction involved. LRIUitiAI cuHffMe '-�-CUAREIff-WRALT�-Ei1jtWTEU NTTttlAlicE--E3fIHAT€L c�nTAA _ AMUUNI I AMOUNT THIS ORDER I TOTAL AFTER CIIANIGE $188.417.89 $197,451.51 S16.151.87 S213,603.38 ;IGNAIURES: LUNiRALIUR DATE PROJECT ENGINEER DATE APPROVED BY DATE CAG 022-BS CITY 0f RENIUN PUBLIC WORKS DEAR M N1 CONTRACT CHAIML URDER AGREEWNT LONIRACT HONEY CREEP SANITARY SEWER PUMP 5TATIQN b POWER. PHASE 1 SCH. C. A 0 CONTRACTOR R.W. Scott Construction Co., 9840 Carr Road SE. Renton WA 98i55 226-445L SUMMARY OF PROPOSED CHANGE Add and Modify *chnical Pins and_AppyLrtances Farce Account. 1. Delete Coi.entional Check Valves 2 Ea. (-375.51 (-751 06) Deduct . 2. Delete Conventional Gate Valves 2 Ea. f-186.99) (-373.9A? leduct _ 3;Add Water Check Valves e 2 Fa. +1,33R.17 +2.676.34 _ 04. Add Knife Gates 2 Ea. + 532.45 +1 ,064.90 5. Tapped and Plugged 112" Holes 2 Ea. + 32.00 64.00 6. Delete Stuff to Sox an each PmRD 2 Ea. .0- -D- ar n eramic Toed UPS 7, on Pump 2_Ed. + 686.65 +1,37,3;3o 8. Add Vent in 6"-0" Wet Well 4" D 1 Ea. 204.00 204.00 9. Add Trolley 6 Chain Hoist W/Crane 1 Ea. 224,21 2,249.21 Rail A Supports Plug One Slab OPenirla 7 Core New Hole y_ Subtotal 6,506.71 Sales Tax 527.o4 TOTAL. $7,033.75 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. URi�INAt`cpNTAhrT`�uRNCNT i `TffAtT-`II'fINATED A8�1(ArTG�'—€�T71WiFu CtiN7RA AMOUNT AMOUNT THIS ORDER I 707AL AFTER CHANGE $188,417.149 _ S213 603.38 $7,033.75 220 6 7 SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER DATE APPROVED BY DATE _, ___.�SubTfc'Works D—irictor)—`� - • C.O. / 5 GAG Dzz-es CITY OF RENTON PUBLIC WORKS BLPARIllLNT CONTRACT CHANGE ORUER AGREENENT CONTRACT HONEY ChEEK SANITARY SEWER PUMP STATION 6 POWER, PNfySE 1. tcii. c 6 D CUNTRACIUR R.F. Scutt Construction Co., 9340 Carr Road 5=-., Renton WA 98U',i5 & ,L2_ SIRgARY OF PROPOSED CHANGE A. Emergency Channel Repair and by-Pds> Over flow Channel Luny Sum 53,847.24 ft_Change Emergency Generator Plug Recepticle Lunp Sum 212.92 C._Modify Gate on Pump Station Fence for Emergency Access Lump Sum 593.40 Subtota, 4,653.56 Sales Tax 8.1t 376.93 _ TOTAL $5,030.49 A:1 work„ materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. AMOUNTDrziGitini ri,N-rrtncr-----isuRR�xr�vrrrxner-�nw�nD-�i�inirc€--E��nwt�>v cuHrRx AMOUNT ORDER S 189.412.89 I_ $2 0,637.13 I TS5S030U49 I TOT$22516677.62ANGE SIGNATURLS: CONTRACTOR DATE PROJtCT ENGINEER DATE APPROVED BY DATE —(>s'ub1Tc iiorlts Directory — C.O • • CAG M Ac BL-,;•, CITY OF RLNTON PUBLIC WORKS ULPARTMLNT CONTRACT CHANGE ORDER AGREEMENT CONTRACT HONEY CREEK SANITARY SEWER PUMP STATION A POWER, PHASE 1. tcH. c8 U CONTRACTOR R.N. Scutt. Construction Co., 9840 Carr Road SE, Ren W�] WA 98US5 2sg_¢4 SUMMARY OF PROPOSED CHANGE Add interior pump station painLiny. Paint all piping and equipment. Use tar stop as required, "ump Sun] ` $600.00 Sales Tax 8.1'X 48.60 TOTAL $648.60 All work, materials and measurements tc be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. DRIGINA'L CuML4cT---GuRRElT-LV(T AC —TMMATN€T�HAif6F—'—BIIMATEU-LUNTHA AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $188,412.89 _I $225,667.62 I €T $648.60 5226,31 2 SIGNATURES: CONTRACTOR DATE PROJECT ENGINEER DATE APPROVED BY DATE MorTcs`UTr�ctor� C.O • • CAGAG �, 022-A5 CITY OF RENTOB PUBLIC WORKS u1P4RT%NT CONTRACT CI1AI6E ORUE 'MENT CONTRACT HONEY CREEK SANITARY SEWER PUMP STATION A POWER_PHA5f_ SCII. C A D _ CONTRACTOR R.W, scott Construction Co., 9840 Carr Road SCient_on WA 98055 216-4451 SUMMARY Of PROPOSED CIUUIGE Add Barbed Wire on Pump Station Fencing Lur.;p Slim S60u.00 15t: Overhead A Profit 90.00 Subtotal 690.00 -- Sales Tax 8.1% 55.89 ------- TOTAL $745.89 All work, materials and measurements to be in accordance with the provisions of the Standard SPecifi�ations and Special Provisions for the type of construction involvea. afii6lNAl CuNrRALT"' `fpANETf CUNfAAiT-- MfVkTCG7j€T�iIlJI4F—�St1WITFu CUflfkA $188 4N2.89 I $226N316.,; TNIS ORDER I TOTAL 2AFTTEER ,RANGE 5745.89 SIGNATURES: CONTRACTOR WE PROUELT ENGINEER _ DATE APPROVED BY - DATE (Public -W rKS D—irector7— Anew KKTIK CO me ({.AL(.A'11.MIMOfOM M111 {pl M(JbC 10 April 1936 1�1w. Scott Cotrtraction 9840 brr Road naton. ''.1 98055 :'.et aLtY of Renton ]ieney :S+eek 'mp Station 7entlamsnt Due to the tthatge in the primary service we are requesting reimturar•mnt for the "Mlle+ 7 mstariaLl us m1p:3lied to ?uget Pcsur !or the polo too tettcinationsR 3 - :'dray-=;dison .V0l-V� li;:`tnitk; arreotorn :; 184.117 1 - 3ii 5633E tarud-mtion kite a - 3R R-1 mte hrkta 155.73 9 - 3M 09.2 pne strep 3 - M Mr-3 re4 brK 10 - 321 30032 M COW lug 10 - 3's 3"31 ( , .I 59.27 P9.L7 +15" 59.92 1-59.39 *t:valcos arF anrlexd her aM+ve vtsri=23. Ancerely yours, Ate ' actric Co,( Inc. Q.L. Raves • Gerler�l \7�y�lrlc � • GOEI►An` Y 3 ri39l71 \row wrr..r.rcw wwn ww.«naa Arrow Elaetrlc Arrow Eloctrlc • P. 0. Box 25657 3 G. E. Supply Co., Saattla, Ma. , 99125 .w . ..., .. o «. 2iSY � iwa IF O a Ni�3911 • W.Ml1TY 1 _ D[fCN.T,ON 9 GS-2 _ 5 M "4 STrILIP • 3 MO-3 {,1 SANS arY • 10 j 30u32 C Co+. Lug i 10 30031 co co„p °gEOr PRICE ' 0 $9.27 00 59.27 Wom To • II i I ' • i • "OY"� DUPLICATE INVOICE 11 T t ST&Mn4e an AND t.GNnr m OF SALE �.. ` • (..T. �t1P aacwMMKa at LRs craw N a+MfYa�Y CGbim(1aU upon N911 tMtt1f MtA aanaMia+q/mt4uNW tawm � wa taa+on wf r^,waf arM A„Y waidatNt a eMMwN Hrmf a '� cpnldap�f fat m JyM'f pWa11Ma '*Mn at f♦YoM p/111M Y�MUNMR i�oW �Nr x kltnat a s rt.a+aK s wy f M ...fora m n Mww . naaorafs aaa..m.w.a r • • • • • • Electric LE ELECTRIC RUPPLY� MPANY CO P Tx PT UI0D3PV !A—boy—aft — AN LE MATT W�Ox c. ��QEy[N4 etsoft R111y�R:M3 wr:a co^'^— �.raMoon cpw ow 1 oo 43,0"fMllT I Ito, cJ DrlNTgy �► O1 a If 'i cst FOB •.r i�_ r 1 j r � � r wr ♦TD � i r i r I r r r r r i OnCOUNT iMN�O RC VNMA WITw Cqn 1 MAY INVOICE TOTAL F DUPLICATE INVOICE • • T 471115 TRW] TD Nr. Jaci Crumley, P.E. s :XAmmON, O. COLLIER A WADE LIVINGSTONE Ap OCIATEE, INC. City of Renton M CONSULTING ENGINEERS Public Works Department .nlo Yro.L.. Now.,. 3555 N.E. 2nd iG IL WYMINCTON fw10] Renton. Washington 90056 rELiawoNt b1SQ QY-iiH SUUECT DATE 1/1/86 Sign to be prepared by Renton Public Works Sign Department sign shop for { mounting on Honey Creek Pump Station control panel . F 1 SIGNEC QCPLV p I SIGNED LI4EFk �_1S IS 471 t!A]\ITMAL iE wu T~WIAt�I wtv Lt ` . . r � DESIGN OPERATION OF PUMPS THE CAPACITY OF THE DOWNSTREAM GRAVITY SEWER IS LIMITED AND THE DESIGN INTENT IS THAT ONLY ONE PUMP BE OPERATED AT ONE TIME. AN INTERLOCK IS PROVIDED IN THE PANEL TO PREVENT SIMULTANEOUS OPERATION OF PUMPS. DO NOT USE THE KEYED BYPASS SWITCH FOR SIMULTANEOUS OPERATION WITHOUT CAREFUL MONITORING OF DOWNSTREAM SEWER CAPACITY. I 14W,MONO.COLLIER 6e/AOE—LIVINGSTONE ASSOCIATES,INC CONSULTWG EwGMEEws � ipa3 iYA6-1]'t[Alta Or ewor!]&•Vhf. �.(r..-.'_ IOIO 6TON[wav wwrw JwnlwWx MI,TR[weMNQTfHI M10,l MwJ E.p,M„TWn wxu.,a wwn..x ra1 e]s seal amuf•.woo x � rgofwc.0.frx leoo xsT+o>�w.s..<.a..� ef.w•cu.ax I anw onewcwen ' w.f axvlT+ex eo 10.19ev ' MAWS YTw[f OYf O U1Ww h• .fWrw.fbuG.OM.If WE iCI4TLlIrErMIaNen.,:: ItMMnN[ �S091 a1i March 31, 1986 Mr. Jack Crumley, P.E. City V Renton Public Works Department 3555 N.E. 2.n.d Renton, Washington 98056 Re: Honey Creek Pump Station Dear Jack: As discussed by phone, piease provide any final review comments and we'll incor- porate these changes into the 06M manual. The pump station replacement shaft brackets have been air freight ordered and should be in place and operational by Thursday of this week. All surfaces have been prepared toT final paintiny, which Tom Kivley will complete after pump motors have been reconnected. The vacuum pump float switches have been changed to operate as designed and all electrical work inspections are satisfied according to Jim Bagney. The transformer area added gates were to be installed today, 3/31/86. The draw-down test conducted on Thursday. March 20, 1986, indicated the pump tested was operating within specifications on the design curve. Finally, the capacity Of the downstream yrdVity sewer is limited in some reaches; and the design intent was that only one pump be operating at any one time. The simultaneous operation of both pumps would involve use of a key lock bypass to override the one pump operation design. But, as we discussed, I will make up a brief caution narrative that your sign people can make for mounting at th, pump station. Sincerely, Frederick G. Kern, P.E. cc: Bob Bergstrom +,w.ro owml o.fw.oa NAIMA'NG,COLLIER III WADE LIV&Mldeacons$INC. I�.[�tr l�3 tD�1T(16QuryJ�fl�i 044Qd.,. Cl1NSUl TINE ENGINEERS 4010 Stave Wa,Nwtn SNItw ee107 (am w 3w Are to fu111/� L6_o f�f` _ r_ pTF jiwnnl _lkile c�L " �sYd7�/77t iTY FGIJ GENTLEMEN ------ ---.--.�_ -- WE ARE SENDING YOU U ARachsd Under seeress cawr 1Re Ry lonstey : Snup erawmts ,'} pnnrs Plan$ ❑ SmIpM$ CJ Spatihutan$ Copy of [der .] Ch"d order better, w.a w txeattertoN L THESE ARE TRANSMITTED as chacked below. O For renew ❑No esCeplrons taken a Resubmit __.,.. ..cop,"for review ❑For your use ❑E[Cnpt omi as noted O Submit .__._Cope[for distribution O As request" 0 Returned for conecbons ❑Return Cu,,Cled print$ O For renew ana comment O yam'� REMARKS �'i c! '(t'.^_'.�f� L eG dry ie:i',t+ itJ, f,t F- tress.. lC .y[Et may. •Lr+tteJ AAe Wit. .1 Kee "r"• L<cR�$.-p.tly4+'C� citlff tc.G r K AL- �_.'2 Ama, s _/ U 4K e_A $rKt- Jib 1 e�$ s.a OOIF i0 7r� _ - - - i SIGNED MMEN HAMMOND. COLLIER i WADE- LIV'NDiTONC A118OC1ATER, INC. CONSULTING CN..N(CY6 CONVERSATIO14 RECORD CJPhone []In Person,,� Talked wit;l T y n/✓LCy. _ Date, _915$L _ Time-, Of Ledr—J— Phone No. Re:_ (/E'y C,.Cn ' < IfIlu _Job No. b<'-A2 WS'O ❑I Placed Call oParty Called SUMMARY OF CONVERSATION: ACTION OR FOLLOW-UP: Routing:_ _ Signe ' Return to for filing. l V L�r / M ANMOND. COLLIER i WADE - LIVING/TONE A//OCIAT[p. Al INQi CON6LIiiNG lNO1NFCRE �/) .m CONVERSATION RECORD ((� NAR T, 1ft Q`Phone ❑In Person - // Talked with .Est /i.. Date: .4-6'86 Tie Of If Phone No. 22G -4/S Z -----�-- Job No. ❑I Placed Call [Party Called SUNNARY OF CONVERSATION: to _ seC. 01 _ 1 ti �C CY �S�e:Iexarsc.c�'� Ye ACTION OR FOLLOW-UP: llu Routing; SlgnI Return to for filing. • UATI': 3-4-BF TO: FINANCE DIRE._TOR FROM: PUBLIC MORXS DIRECTOR SUBJECT: PROGRt SS PAYMENT CONTRACTOk: R Y Stott Coitruction CoMpany ESl(MATE NO. 8 CONTRACT NO. CAG 022-85 PROJECT: Honey Creek Schedule C S D Phase I - 5-296 1. CONTRACTOR EARNINGS THIS ESTIMATE S 27,R88.35 2. SALES TAX a 8.1% 2,258.96 3. TOTAL CONTRACT AMOUNT 'THIS ESTIMATC S 30,147.31 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 156,517.46 S. *EARNINGS hull' CONTRACTOR THIS ESTIMATE S 26,493.93 _ 6. SUBTOTAL - CONTRACTOR PAYMENTS S 185,011. .;9 _ 7. RETAINAGE ON PREVIOUS EARNINGS S 8,343,02 B. *• RETAINAGE ON EARNINGS THIS ESTIMATE 1,394.42 9. SUBTOTAL - RETAINAGE S 9,737.44 10. SALES TAX PREVIOUSLY PAID S 13,515.70 11. SALES TAX DUE THIS ESTIMATE 2,258.96 12. SUBTOTAL - SALES TAX S 15,774.6E •(95% x Line 1) GRAND TOTAL S 210.523.49 **RETAINAGE: 5% FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. 1 _421/000/15.596.38.65.19 S 28,752.89 1 8 ACCT. 1 S 1 ACCT. f $ / ACCT. / S 0 ACCT. 1 S RETAINED AMOUNT (Line 8): ACCT. 1 _ 421/000/15.596.38.65.19 f 1,394,42 / 6 ACCT. 1 ACCT, ACCT. I S A ACCT. IF f 1+ CHARTER 118, LAWS OF INS TOTAL THIS ESTIMATE S 30,147.31 CITY OF RENTON CERTIFICATION r www�.wun a 0 Mall,. nut I,H y.At ,uN"" ,1e11�,'D M M �IaMU l�lgMO C1 M N/OI,nllRu,!y e�pyNe ,m,1,a ay 1w1 M :.aY� � ul• pu alo 4M116 a,n.ro. rwn un ery M llnnw uo wi,41 anlewro a Au�.n r aArr,o w oar CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILOING, 200 MILL AVE SOUTH. RENTON. WA. 98055. 235-2631 i Horwy Creek - Phase I PROJECT Schedule D PROGRESS PAYMENT ESTIMATE NO.8_ :ontract No. 022-85 _ Contractor R. N. Scott Construction Company Cloa,ng Date 3=4-86 _ _ Sheet 2 of f Description Unit It Umt Pr,ce Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No I 'T tY. Qty I Amount Qty i Amount Qty. Amount Utility Trench fe 24th Ave. LF I S 2.00 1280 I 214 428.00 214 428.00 • Utility Trench Unimproved Area LF 17.00 580 ( 526 8,942.00 97 1,649.00 673 10,591.00 Bork Run Gravel Class "B" For fl Trench TO 10.00 100 I 24.76 247.60 124.76 247.60 4 Saw Cut LF 1.00 2560 I 262 262.00 262 262.00 5 A-C PVHT Repl. Sy 16.03 250 31 4%.00 31 4%.00 6 A.C.C. PV14T Repl. SF 5.00 10 I 60.40 302.00 60.40 302.00 7 1" PVC Telemetry Conduit LF 1.75 1900 52b 920.50 69 120.75 595 1,041.25 8 4" Rigid Conduit LF 29.00 580 ( 526 15,254.00 127 I 3,683.00 653 18,937.00 9 Telemetry Type "A" Pull Boxes EA 900.00 5 10 Telemetry Type "B" Pull Boxes EA 300.00 4 3 900,00 3 900.00 it Power Type "C" Pull Boxes � EA 550.00 d 3 1,654.001 3 1,650.00 12 Type I bedding TON 12.30 220 17 ) 204.00 I 17 204.00 Temp Cold Patch TON 10.1 10 6 420-00 6 420.00 14 Utility Vault w1exc. & Backfill EA 150.00 4 1 j 150.00 1 150.00 15 His, MIT Holders & Restor, LS 2,Ou0.D0 1 100r 2,000.00 11G01 2,U00.00 16 iS ry Conductor Furnish and lnstall LF 21.00 580 I 653 13,713.00 653 13,713.00 17 Pdd Mounted Oil Transformer LS 10,600.00 1 loO' 10,600.00 To(), 10.600.00 i 18 Hydroseeding LS 1,500.00 1 1 i 1,C-0O.00 1 1,500.00 f'4 Restoration & Clean-up LS 1,000.00 1 I 1 I 1,000 00 1 1,000 00 ( i Subtotal Schedule 0 41,970.50 22,471.35 I 64,441.85 Subtotal Schedule C i24 889.98 51417.00 1130,306.98 a '.IAL Schedules 0 and C 166,860AR 27,888.35 194,?48.83 b Retainage 5% x 'A) 8,343.02 1,394.42 9,737.44 Earnings Payable This Estina to 158.517.46 26.493.93 185,C11.39 (a� - (b) Sales Tax 8.1: x (a) 13,516.70 2,258-% 15,774.66 e Amount Due This fsttma to (r . d) 172.033.10 28,752.89 200,786.05 f GRAND TOTAL (a + d) 180.376.18 30,147.31 210,523.49 I 1 CITY OF RENTON • DEI-ARTMENT OF ENGINEERING • • MUNICIPAL BUILDING. 200 MILL AVF - -)UTH. RENTON. WA. 96055. 235-2631 Iloney Creek - Phase I _�•� PROJECT Schedul' 'C" PRO(-RESS PA MENT ESTIMr E NO.p contract No.__022-85 R. W. Scott Cons'j-t1 '.modo Contractor _ -__ y Closing Date 3-4-86 Sheet 1 0/? It E,t. PREVIOUS TOTAL THIS I-S 71MA7E TOTAL TO DATE No Description Unit Unit Price _ QtY Qty Amount Qty Amotert Q1y. Amount Schedule C Punp Station Breakdown I - — oF lump Sum Bid Provided by Con- tractor Determined Reasonable i Distribution by Hamtond, Collier, L Wade-Livingstone Associates, In Site Work LS E 17,000.00 1 90% E 15,300.00 8% 1,360.00 46, % 16,660.00 t Wet Well Storage LS 23.000.00 1 100% 23,000.00 100% 23,000.00 -3 Valves and Pipinq LS 11,000.00 1 100x 11,C.o.00I 100: 11,000.06 -4 Pumps LS 18,000.00 I 100°. ��f 10.OU0.00 100% 18,000.00 -5 Electrical LS 13,000.00 1 66.79q 8,683.00�31.21 4,057.00 9P.% 12.740.00 -6 Enclosure LS 13,000.00 1 100, 11,000.0U 100% 13,000,011 0-1 Change Order No. 1 Tevworary Fence LS I 861.35 1 100% 861.35 0 C.00 1100% 861.35 2 Change Order No. Z I Completed but Unrecoverable East Side Bank Work Due to Slide I LS �cn 00 i 100% 4.250.00 0 0.00 IOD% 4,250.00 Delete Ecology Blocks LS -,080.00) 1 100Y (11680.00 0 O.OD 100X (1,680.W) 3 Delete Riprap Toe ILS LS { 150.00) 1 100% ( ISO.00 O 11.00 100% ( 150.00j 4 RiprdP Bank 2,420.00 1 100% 2,420.00 0 0.00 IDO% 2,420.00 5 Pit Run For Riprap LS 660.00 1 100% 660.00 0 0.00 00% 650.00 6 Foundation Under 6' Wet Ge71 LS I 2,000.00 1 100% 2,000.00 0 0.UO Do% I 2,000.00 0- Change Order No. 3 Force Account Work for East Side Bank and Rehibilita Lion 1 Labor, Including Payroll, I Taxes and 20% Overhead and Protit. LS 3,592.21 t 1 I 3,592.21 0 0.00 1 I 3,592-21 2 Materials, Including 15% Overhead and Profit LS 5,185.83 1 1 5,135.83 0 0.00 1 5,185.83 3 Equipment and 15% Overhead and Profit LS 5,83U.08 1 1 5,830.08 0 0.00 1 I 5,830.08 4 Rental Equipment, Including 15% Overhead and Profit LS 333.48 1 1 333.48 0 0.00 1 333.48 0-4 Change Orde, No. 4 LS 8,756.79 1 100% 9,756.79 00% 11,756,111 0-5 Cnange Order No. 5 E-ernency Repair ILS 3,847 24 1 100% 3,847.24 I= 3,847,14 I Subtotal Schedule "C" 124.889.98 ,417.Cr 1130,306.98 I I I 1 HAMMONIn,COLLIER&WADE-LI*STONE ASSOCIATES,INr•. n �Em+l}�fr� TF Uly�n M�mO���n IXHRUOING ENCINCERS L' U UUU III l W/A1UV Uw lL eptu St.Wq'Nunn S.atue watltuvlen"m Iwa-w•u�e f �-~ ,ttrw�c 2f5� TO _ G/rj•mom- �,-�a= -- e C,c� — - Rat/c lU�tF s . r9e5+�Fgo t;a GENTLEMEN. WE ARE SENDING »❑U •?ittechfd Under separate ceser tds_. —tM fdfawin5 itasse: [:] Slap dra.mp ❑ Pants Cl Plans JMe Spb ❑ SpetMubore ❑ Copy of taller P Chanp order < M`BTSO torso oars _3 _Rg._ oaopMsgN —�� ,/ '4 e5L/o OrTXCLN&x-!� /W,-/ .G?gfcitin Aau , ..•71c«.ran ------- / ar< .K N. .Scott Awe l .!? + L C'o A{ e / ;..21 FLco L AtNiJsf h,@cE Asrcr�.s,- /c/aL� THESE ARE TRANSMITTED as checked below: O For review ❑No eatspllons taken C:ReeubmR_empiee for ternew B For your use ❑Eacepkons as noted ❑Submit--copies for distriouhon O As requested ❑Retw red for corrections O Return—corrected prints ❑For review and comment ❑ _------ REMARKS �� =� C-ls.t n a•Y.11.. .( a-f t< ,«� a�e c fG l+lc Cl �_r 11.0 l J c i e-red_ 0'_j.6,j,k~e _ Awl -A'441 00" TO_—. —,. — SIGNED. n.neNwnr sn rot. Mr.e..rnNl MiM1 V..I ree. 13 R. W. SCOTT CONSTRUC'TIO�i CO. Ge...vu1 Cowmen—2?3-01-R1f Sf OC 129-MU 9840 CARR ROAD RENTON,WASHINGTON 98055 ~ PHONE 226J452 January 24,1986 City of Rerton 200 Mill Ave, so, Renton,WA 98055 Re: Honey Creek Pump Statior, - Phase 1 force account work ATTN: Bob Bergstrom This extra work was required due to the heavy rain on the 18th Of to protect the pump station. Work was ordered b January and collier y Fred Kern 8 Wade-Livingstone of Ha rvrngs.one Assoc, nmo^U� I LABOR (Health a Welfare Included] R.Miller -0 Aerator 13 firs, pig- t T. Rolf- driver I hrs. @ 21.U2 21 02 M. Kivle -Laborer . --- T. Kivley-foreman 2& hrs. @ 17.25 43.13 - J/ 4j J. Sands-Operator 5 hrs, @ 20.75 103.75 ` 1,,, hrs. 0 21.07 31.61 {t, �L.Un P6e c SCM-Dr)�,C 14�;: firs. 0 21.02 k�`;) •, yi Payroll Taxes 778.21 K� .0 Industrial insurance 37k firs, 0 .5894 'h Medical Aid 22.10 j 44 f Y, Supplemental Pension 315 firs @ .210@ 7.78 k.l.Nv '! lilac` hrs. @ .0209 20% Overhead 4 Profit: 161.80 S 47U,HL` EQUIPMENT � 1 1964 Hitachi 110 H.P. 12 hrs. @ 94.9d' 1,138.80 1972 Mack tractor %La�bw 1976 Rack Truck I'r @ 8r.80` 81.80 1982 JO 450 Dozer I hr @ 45.00 45.00 firs @ 46.75' 93,50 •"� ,,( ;1d z F 1980 Mack truck 6 firs ,,(+'r ills' t 1983 Mack trucks ^I 0 61.95 371,70 (c. 8" hrs 061.95, 526.58 ",� MATERIAL x 9jor 2,257.38 r, 10.i" 4" - 8" Quarry Spall I09.86 Tons @ 4.90 538. 15% Overhead d Profit on materials H0,7S ,,T a1 rce count: � 619,06 i + R. W. SCOTT CONSTRUCTION CO. 6enrml Contmrton - `3-01 Pit Ni 9840CARRROAD RENTON.WASHINGTON':8055 PHON1: "-o-4452 January 24,1986 City of Renton 200 Mill Ave. So. Renton,WA 98055 Re: Honey Creek Pump Station - Phase for-e account work ATTN: Bob Bergstrom This extra work was required due to the heavy rain cn the 18th of January and to protect the pump station. Work was ordered by Fred Kern of Hammond, collier & Wade-Livingstone Assoc. ll� LABOR (Health & Welfare Included) 6� A �l�Bti7 bl R.Niller -Operator 13 hrsr,.@ $21.07 $273.91 T. Rolf- driver I ars. . 21.02 21.02 M. Kivley-Laborer 2W hrs. @ 1j 25 4?.13 T. Kivley-foreman 5 hrs. @ 2:3,� 103.75 E+ d. Sands-Operator IS hrs. @ 21.07 31.61 Smtt.Lwd)n,Scctt-Drivers 14% hrs. @ 21.02 364.79 778.1. !� , Payroll Taxes �'� Industrial Insurance 37l; hrs. @ .58y4 22.10 -�-� D^`4� (i'1� K Medical Aid 37S hri. @ .2108 7.91 (J ' % Suvplemental Pension .47,'ls hrs. @ .0209 �.7_8 b y ;•yF tW �.,� - 20% Overhead & Profit: 17 �,. W" 161.80 � S 910.80 EQUIPMENT 1984 Hitachi 110 H.P. l2 hrs. @ 94.90 1,138.e01972 � 1976 �k Truck tractor Lc�Ooy 1 hr @ 45.00 45.00 1982 JD 450 Dorer hrs @ 46.75' 93.50 1980 Mack truck 6 hrs @ 61.95'. 371.70 1983 Mack trucks (2) 8&'hrs @ 61.95 526.58 ,•�•� 2.257.38 MATERIAL anu. .'r•.a.tr _ t,vf ,�CLKf 4" - 8" Quarry Spal Is 109.86 Tons @ 4.90 538.31 15% Overhead & Profit on material< 80,75 619.06 Tt6i 6rce Mcount: Tf8d7� )[' Scott, (Sunset Tickets Enclosed) coo P HAMMOND.COLLIERS WADE—UVINGSTONE ASSOCIATES,INC. CONSULTING ENGWEEA4 1Ic3 1985—41 YEAwa Or MIOfESyONct SERVICE 4,A0,1,wu,YpFp r[ 1Or0 ETQN[NaT N�11TM .c.,..r,vama rl 6(ATTI[.vaWYNpTON 114.03 m0 onu o,aor.a•„ •ur.aar r, TI\IODMI 1E06IE32NmN wwk�mna..r•.n MVC[V,aiI.6R r, I a 11427nv M.Wnn, aus..o rr.+u n �ac.c s n a0 5p[aN) YUaµ.tnp., ]02 EW1M�,{TII(LT wao,w`aW r. w[M1Cl(m.m*mnwoT[I, NEo, TEL[h,0lLL�`.,O♦,NEE.II62 January 10, 1986 R. L. Alia Company 9215 Empire Hay South Seattle, HA 98118 Dear Rick: Confirming discussions on the final items of cleanup. Will you please order ' long body scouring pigs that will traverse the pipe without hanging up .n the cleanout ryes. Then we can run a sift lated cleaning operation and at the same ' tine do the flush cleaning required under your contract. Gary Morrison of the City and 1 want to witness the pigging operation. The City polio, is to TV monitir all new lines; so, you should still have the straight runs on H.E. 17th Place and Union Avenue video recorded. He will accept as a substitute for the curved section TV, the pigging operation. On another item contractually the project was substantially completed in early December with the exception of pipe flushing and planting. So our recommenda- tion to the City will be that no penalty be assessed for the finish up items completed after the December 26 required completion date. However, the issue of putting the entire system into operation is 0° major concern to the City Council; and, you should schedule all final cleanup Planting and other detail on emergency priority so we can close out the project soon. Bob Bergstrom will appreciate your earliest attention to getting this wound up, as he is the Coun�il 's focal point for getting all items wrapped up. Thank you for your consideration. Sincerely, er` Frederick G. Kern, P.E. cc: Bob Bergstrom i H12-126 - 1NQCKlPY RIP PAP —'-- _�'�ECPl�E 'P QPpi WEIGHT Litt. TRUCK WffQN:LE+t. — �_ _ ✓ IAX N$t Wl1QNT LEE. �+Pwrrtia My Y�+M�OwWii+.wC. �_.—�-..•..---.r_ 1+•�_....__ �_ 4rar01AY 4'NYMM nLMY{tiM 25 'wM MP�K'w�.+ar�pMMN Mew Ik Whir:c.MawrwF way♦wr�NNwYN .aw�w�. .u«r w ^a0i^aaaarwwya wr,.w wwawiaw v.....irimyra aNwu�ic ip�.M. w'wlY wir.M.wwrw M.�PMMMaawtlw••VMw JP MTµ^aMl Mwaw N�Awa`M Mcn .wwalMw�wuyMn]PwwF ypwy tiMP1^a�a��r'wMwwaw Pwb M+ri«'ia✓Pne+.w rrua iiwaPra`rarN pMYa MWM10WMi V'.Fr h1YwP«... i:1M u rr�rllnlV rrrnyw.wPwwM wfM.1M Pw MwwYYM11MY bi. eLt CLMWA POK ANY PWAtp%MUM qM aia COMIlA1NT!ON KOCII W LIYlPUq TDEt all" M'llt J2141 - ROCKlNY �--- RtPRAs•.. QAMWgj TOR"WERIMI LM. TAX — PP1fitpNT L/E. y,y " t t TOTAL VARCS TOM Irrr rw1 NAMAN�(WI`wF,AL•MMWNM YYMXM wN YM�t11LIM1'i1W1MwLXiLFY1X!N IrMN Lo-NY MNNMw waOo-M1 �~��ti*MwY• NabMr Mi r Iltlr�c aN�w N•M Xvmm �rwa Nr ArXyY aNXN ww a,wa o+rv�sn•`YurgXXy mtlw Nan b.N}�o-r wAllWrwwNl��tww+l NS�Ipyr yXw;.r reww.r+N In •NMwwnrw b•XLr�IeNMina„rs„'MyMN wwiwiw MIwbINM MIwMnb�wNAr�wrX1XX•o-ry A1M aM NNNrOWIMY. bN wXe�XNV wrFI1N MaWwr•WA Y NIMM1.RYR'IIM awMM4MWY ro-M MFIM p XyMrMYnM WnYtlW ALL CLANW FM ANY NtAMN MWR Yt MAp eav& COW MNTt ON"a tNU '} Y 7 / fl�� ARwe X__ Km REN IIN ISSAW"RD.. (%"w ', ISS,, MAN.WASH. WI Tr AWh.0 ttq MlNUt __. ROCKERY _. i ORO"WENINT TRUCK MIGHT L@ ��•�' TAX '_-�...... NET WEIG LB HT - -- S. _. .__. TOTAL —._. vAA To+u —_ wr.r FMMr +NiV.M i W��r,wFrF w�_W�i aayy��yNFsrtlFiw+k,FrMlwr bwMr�:nNsr r�r�M�YM.Frm,�w<wRM1MYM�wwW MwMMa ,M_�w�w W'Y�yyp,+zw.0 aar��ew+�n r+OwrlYrw MYYn+.,.y �~r�IeMWe�,+�pwvYwM �^'�w�Nw ro vol�c.Ww Fysr�yyy�F�A,nw^YY Yr h.rouxM rrmre,rrl llry YVIrNy MN�4a'CtAWFFOR tft M�rll ANY"11141wWMY'4 FUN{/IMMM•,Ip`rMMi4 mro�n�.yY ALL RFAF(1H MYaY k9 MAOF M:TNIN AV&OOMiIAfNTF ON R06K OFIIVENt4 iO,AI 114CYYIb Wi�, 77 Aw'n t v j TAX J TOTAL TONS ( PM,Y16 aIYMxW Y lYYY1M.tNNY w pFNYMryywn�,y�Ylfr�� e fn mx M xrr ex�ria�Y NrYrr.�wr�xe.x+ro O�xrr rYtY 1101�.. r+aa iw n.Mp.nx:snl MY«�ra,.xaw.Au raxr"N fa..an M fYa N A u�wpr Mx r aMMNxYYWMwI�YMMN x�anNf bl.A WMYYIMY. .w wtwwa�YMYera MMpx 4fra xwwYawa lfM+11.YYY1 +,w.e...�x'M"^Y' •.yw�.r acTw.wrwwwrar C ynOlyv W:NW�R�... 1MLY YYN 5fOR 4Nr PE � M11Ot ell eDwYi. �DOI:P wu / N Pa RCC A r 41LOWSFT ov,44 0 INC. � •, ' 6ifiWU+ N,WASH 9021 i 1)4 MINUS " -..—. ROCKERY ... SCREEWINOS � 6R(yEEIIRNINT`L�. . ".._--•�L.i. �'—'�--.. --._1..._� TRUCK EIM19N7l ES. — �- —_N MJ _ TAX NET WEIGHT LYE. -� _ TOTAL YARDS ONE 4��ww xliP>tlouuPTrc-" wsrw. 1►'ww«�aMsrwMaaw""w.rwb rML:w'�w4as.w�_ wMwalaxwaen�anr�waa�aa whir�~wam Ma«ww im acan�r ae�..�'.�n n.. aa.IMM.YaMMMar M.w wM� MY aMaapl aNrnM aN rp Maav�la�n Iee.M aeeliw„ax.lun.wawmw a�My�M14trM aa�MaWnMamw WYa wn+wnrw n+.r..eNN.NNIna Pw.n iro.w,tlwM NML WM�.IMMIw..rC na4wronp..wnn�+ro ALL CLAIMS POP OOIN'LAINTS ON POCK OS�1 MSIpL WITaIN EDAYS. 3?�.1 p�,+ K�E1�W MM7MRINMSIAK 1786 ° x _`L._ f ss // .; R "�"•0 E.F UWAH WASH "Ul Ml9RENTONtLEAlOUAN . G,.n~r' Order Nu M A"d RV . . 1 Y ROCKERY --- RIP RAP GROESP rGMT LYS. --- -... t� TA% TRUCK WEIGHT LEE. NET WEIGHT LES.. TOTAL 3 _. ` YARDS TONE - W�Er4m a M+H MW P:an.4Mr M1Mrr�ixxiM4 ipgMi�MW.ur..:OWr�Mr.P1L a�ww+r ��F�IMb.i.luYOq�aN1Y.•OYgIMM MOTH owam«nwM+ro nwa m�w.uM mn ex nW 9Ura[*OwrMv.x+C •�spm+�w ra uwraM wwMrlMa�Anaaxau4M MMal�nrWw.mr.�xNwm roMMMwa n WNa1ro rKMyN maa�wWa�aN�PM V� 4ona MIV WMIrANYII�aMr.�IfMY aaM��a1M.rM wswmaaa mMaalamnw ��T�T.41C na1MmMt"�+n'M�°n" WWarolMMrwnMbMaw/YN MWTMPrMll W4 y x�gnVu.aar AILC AIMSIMNN1AMMMN AlI ClMM 7OK ANY HOURS CONNIPLAINTE ON RRlkew 31797 X f�~ THEE t1ENTOM WtAOUAM RD 6L MAOUgr1.W AEN tEur _.Mu Oti+90 &N Tn ._.. Minn_,..., ...... _. _ .. AMA r•It r, VMS,, -- - RIP RAP -- 1 GNOEt WE14NT tot. ---...-- -._-- ----- RUCK WE1614T LOS NETWEUSNT LK- YARDS ._-.... TONS t q�li lMlhi /�taWltk.IrR.rr.rri arwM.rwi+x amaMww owr►rw+aai pAlp.li i'rM�li t.Vl r VM Ir MM M Mrl M iel�il Mi�1•r�Wll/tirrM M�wM�W r .ar rMYr GlMlw.,ii:+yoiiOY Ia MniA ammi MN w�y0 rMir pr 1r�YMW ii� iMMM ro.w n Mwrr aa�NrMM W N W�sl�rr M�MWrviirnireM iriMM+ihMMNnNM�r nC wFMM�Mr°^s iwai iM Mai~tiM1�M�WMww+YriNt a an�Mr.WWir'a •swrrrWtr i�aM 4M1"rP ar WMi�]YAYi. LL CLAIMS SON ANY RtAtM. M �111MtAL 017 35 °" x WIWI ®M env wxi�+ teo¢ .h1.4� ISbAIh�AH P0.9F Sol t� {wqr. � � ROCKERY iCREtNINOt � _ -- OPOEE WEIGHT LY -- _.-__ - - � � TAR TRUCK'NENiM I -- - _- „^�"-- TOTAL -- - MET*MIGHT L61 _ ....-- OW VAROE lac w.vmw"wMwY+ Mwr�/ww w`i• r :w ua`M r>Ma+nwwri •.uw• r..wnc,"a."rn� 1.a..n �jy�lt O�iWpM`� rM+�i,wwr�irrw`�iw�►vwar'��wv,.,i.aw 1.MMr1 nM ,,,rw.�ewly r.w V��wwr1. '""'"�"` �.wron�'•n+.^' r *n'nM ]l e`M`�.MMaiWM WW 0 MYR v r wv+ ALL itAIIMlM ARY MI /��..-�-r-� �OIIL�RtTs CN RWa pf uveKiQ l9M ) •7 INC lead RENTfM' IaaAO(yy!t10 �s 1:uttpnp f "UtH.`AN,NA4, aR@77 OMir,To _- TiuekNo rr — I rOCIfERV —�_ --- I aNeea rEno�rt Lsa ._.. 7ROC%NEIOMT` _ e 7 _TAX ...d VARpa — 1 TOTAL —� cm h — IMYL\4py�1�I�W`LM 1�M 1W W�.MILMMIWy fto AIF9NIMI,+,M.,�yM � IX !yd' N�MRYY.Oyy� �tq�qy: 'wL M glgyy t♦M MOhrp O1M UM♦1tAMw q'�Mnne,g9'w1sT.Ylyly� Ylyy,. �jy�py,� �4p WLL to FfYX11M a .�wlM.wn�M�,w Nw�MgRINM MN MRI WY'.t•%gMt�MC.~NM�MAP'�IFM`pr AL.L CLAIMS lOR ARVA� �r•eLM.re MogPeFaw�. OOMlLAINia ONROCK011. q. p�M � aa•.Yi u18C9 A.ra 0aN By X. HAMMOND.COLLIER a WADE—LIVINOSTONS ASSOCIATES.tMC, CONSutiavO ENGINEERS G�v aee—Aa'/E aRa OI VROr[SSR1eu\L NRVICE Otoca a.+rao n 101C S•ON[MA•rgwrM �•\v,+aOn tiGTR[.wAtWNpTOw N103*m On[O no..a ria .tw•r�•w rt lEllTK1M[Ia0[I"ai4414 gOw•Fl�Ot04 r\a wc.,wwO+ya rt 1'400"a'77aTIWrOw rid\.O why.a r\ rQ.Ka Y ww.r[ t r[mwM<w.a -O 1K)\tMT win..,a un•t a0a rAUTM msE StWE, wN nWUK.rAMyNOTaN Mao, tt\O,\pn1[�SOY�Na 1762 January 9, 1986 Mr, iom Kivley R. W. Scott Construction Company 9840 Carr Road Renton, WA 98055 Re: Honey Creek Phase I Pump Station Stream Relocation Change Otter Dear lom: Here is a fence spec aid construction drawing for Erie stream bed relocation. Also enclosed is a drawing associated with change order No. 2. Please tally up pluses and minuses we'll pen up a change order with Bob. Please note the fencing has been reduced from that in the original Phase 11 (Alld contract) plans. Add in fencing for station site and two road locations. Scour protection rock can oe paid fo, at a unit price or if you are comfort- able with just scaled dimensions and rough quantity estimates, a lump sum price can be used. Prepare your proposal so we can set it up as Bob Bergstrom prefers. Sincerely, Frederick G. Kern, P.E. FGk:slk Enclosures 2 Blueprints 1 Fence Spec. cc: Bob Bergstrom W12-123 tna•ro ❑r.ma Gwwtt.�a 57•2A NEW SECTION) CELLANEOU ROAUSIU' ESTORATION , All existing guard osts, tra c signs dvertisin .igns, curbj,, mail boxes and other flan it wh/reped removed or lsturoed ing construction shall reinstall or in kind the orig' r.1lotat'".. and to th atisfacttlon of tnee r. 1 Doxes a traffic signt shall be re stalled diatel const ction has seeded past the particu ar item, 57-?B W SECT ROADSIDK DITCHES }r Roads a ditch disturbed by the Contractor's operations shall be restored c the sa sfactlinFAf the Owner ' Said di&Aes shall be neatly graded id finis d to conforni with the surroundin rround and the existing ditch. j r 57-3 MVSUREMENT ANP. AYMENT / Payment for finishing and clean-up s/bor, per lineal foot and shall Lonstitate complete compensation for all aterials and equipment �necesWy to carry cut the clean-up operation including flushing water. A mintmum bid value for cleanup is cstablfshed but may be increased as desired by the bidder. SECTION 58 - CHAIN LINK 58-1.01 DESCRIPTION OF WORK The work includes but is not limited to the follow'.ig: A. Construct a chain link fence enclosing the Phase I Pump Site. 0. install road access gates at property lines where designated. 58-1.02 APPLICABLE STANDARDS Cr plate work and use procedures conforming to all applicable requirements and standards of the Owner and regulatory agencies with jurisdictional control. , Standard Speciticdtiors in this Section refers to Washington State Chapter of APWA Standard Specifications 1981 edition. References tc payment and measure,xnt ery not applicable. 58-1.03 QUiLITY ASSURANCE A. Conform with procedural detail referenced in Standard Specifications, Section 6 - Control of Material. B. The Jwner may engage test' y personnel, Lonsultdnt or it's own staff fnr monitorf,ig. Owner monitoring is not to he TPII-9 construed as a quality control optration for the Contractor. 58-1.04 SUBMITTALS Submit shop drawing details of all layout including detail on steep slope, fence, gates, corner posts and line posts. 58-2.01 DUALITY i Conform to quality levels specified in Standard Specifications Section 58. 1,11 materials shall be new and all iron or steel members galvanized. 58-2.02 POSTS A. Line posts 1.95 inches k 2.25 inches, hot-dip galvanized H column with a minimum weight of 4.0 pounds p-r linear foot, or two (2) inch nominal diameter hot-dip galvanized pipe with a nominal weight of 3.65 pounds per linear foot. B. Gate posts three and one-half (3>1) inches nominal diameter hot-dip galvanized pipe and nominal weight of nice and one-tenth (9.1) pounds per linear foot. C. End, corner and pull posts (braced line posts) two and one-half (2}) inches nominal diameter hot-dip galvanized pipe with nominal weight of 5.79 pounds per linear foot. D. Fit all posts with an approved top so designed as to fit securely over the post and carry the top rail or cable. The base of the top fitting shall carry at apron around the outside of the post. 58-2.03 TOP RAILS Top rails shill be hot-dip galvanized pipe and one and one-fourth (11) inch nominal diameter, nominal weight 2.27 pounds per linear foot, or one end one-half inch by one and five-sixth inch (13" A 1-5/6") H column, minimum weight two (2.0) permds per linear foot. Couplings shall be outside sleeve type and at 1#est seven (7) inches long, 58-2.04 BRACES AND TRUSS RODS Compression braces shall be hot-dip galvanized material of the samt type and size as the top rail, Tension truss rods Shalt be three-eights (3/8) inch round galvanized rods with drop forded turnbuckles, or other approved typo of adjustment. 58-2.05 CHAIN LINK FENCE FABRIC Chain link fence fabric shall consist of nine (9) gage wire (0.148 inch in diameter) The wire may be of aluminum alloy complying with the Aluminum Association requirements for alloy 6061494 or it may be iron or steel wire which shall meet all of the requirements of ASTM Designation A 392. Galvanizing shall be Class 1 and shall be done after weaving. TPII.10 The wire shall be woven into approximately two (2) 1 diamond mesh. The width of the fabric shall b< shown on the plans. Cha ink fence f,lbri, shall be finished at top and bottom as shown on the plans, with a "twisted and barbed" salvage. Barbing shall be done by cutting the wire on the bias. 58-2.06 CHAIN LINK GATES Gate frames shall be constructed of not less than one and one-half (1}) inch nominal diameter hot-dip galvanized pipe with nominal weight of 2.72 pounds per linear foot. The corners of the gate frame shall be fastened together and reinforced with a malleble iron fitting designed for the purpose, or they may be welded 1'fl ding shall conform to the requirements of Section 112-3.33. Cross trussing shalt be three-eights (3/8i inch galvanized iron adjustable rods. Chain link fence fabric for filling the gate fame shall meet the re- quiremnnts hereinbefore specified for the chain fence. The gate shall be furnished complete with necessary hinges, latch, and drop bar locking device designed for the type of gate posts and gate used on the project. The Contractor shall furnish and install a padlock for the gate. The padlocks shall be "Best Universal Co., Inc.", type 5B-62 with chain 4 Ml. Cores shall be directed by the Owner. Gates with frames constructed of steel sections other than the pipe specified about and fabricated in such a manner as to form a gate of e4usl or better rigidity, may be used provided they are approved by the Engineer. 58-3.01 CONSTRUCTION TYPE STANDARDS SPECIFICATIONS Construction sha be in accord))nce with Standard Specifications, Sec- tion 58-3 Type No. f E{x� eroF, %4 T 58-3.02 POSTS A. Posts stall be spaced at not more than ten (10) foot intervals. All intervals shall be measured center to center of posts. In general, in determining the post spacing, measurement will be made parallel to the slope of the existing ground and all posts shall be placed in a vertical ansition except where designated otherwise by the Engineer. B. All posts shall be set in concrete Claes C to the dimensions shown on the plans. All concrete footings shall be crowned so as to shed water. C. Gate posts shall be braced to the adjacent line post, and corner posts to the two adjacent line posts in the manner shown on the Standard Plan. Changes in line of thirty (30) degrees or more shall be considered as corners. 58-3.03 TOP RAILS Top rails shall pass through the ornamental tops of t ,e line posts, TPiI-11 forming a continuous brace from end to end of each stretch of fence. Lengths of top rail shall be joined by sleeve type couplings. Top rails shall be securely fastened to nominal posts by pressed st(el fittings. 58-3.04 CHAIN LiNK FABRIC A. Chain link fabric shall be placed on the face of the post away from the enclosure, except on curves the fabric shall be placed on the face of the post which is on the outside of the curve. B. The chain link fabric shall be placed approximately one (1) inch above the g•ound and on a straight grade between posts by excavating high points of grounds. Filling of depressiors will be permitted only upon approval of the Engineer. C. The fabric shall be stretched taut and securely fastened to the posts. Fastening to gate and corner shall be with stretcher bars and fabric bands spaced at one (1) foot intervals. The fabric shall be cut and each span attached independently at all pull and corner posts. Fastening to line posts shall be with tie wire, metal bands or other approved method, attached independently at all pull and corner posts. Fastening to line posts shall be with tie wire, metal bands or other approved method, attached at fourteen (14) inch intervals. The top edge of the fabric shall he fastened to the top rail with tie wires spaced at eighteen (18) inch intervals. D. Rolls of wire fabric shall be joined by weaving a sinale strand into the ends of the rolls to form a continuous mesh. 58-3.05 CHAIN LINK GATE Chain link fabric shall be fastened to the end bars of the gate frame by stretcher bars and fabric bands, and to the top and bottom bars of the gate frames by tie wires in the same manner as specified hereinbefore for the chain link fence fabric, or by other standard methods if approved by the Engineer. The drop bar locking device for the metal shall be provided with a twelve (12) inch round by eighteen (18) inch footing of Class C concrete, crowned at the top and provided with a hole to receive the locking bar. The depth of the penetration of the locking bar into the gating shall be as specified by the manufacturer of the locking device. Vehicle gates shall be double leaf, swing type, erected to operate from closed to open through an arc of 90 degrees minimum. Gatc size shall be as dimensioned on the drawing. Personnel gates shall be restricted to prevent the gate from opening inward. 58.4 MEASUREMENT AND PAYMENT Measurement and payment for the chain link fence shall be at the lump sum prices as set forth in the bid, and shall be full compensation for each TPII-12 • • al�nya�u w...e,y, ,qfr !1 nw• Lyi 1 r f M• I.r/1 .I l... (Mn.. 1 .=+1 Cw fl C 1)'/....Yw4. C.r V f 1 iA• Iryl i I I ��II Ir« N.1 •�� ICJ SIANDARDPLANNO Chain [ 1ik 6;ilo ::r.na.rtl Ur.w�ona • • t t i "r' ' i t i , STANDARD PLAN ND 76 w Chain Link Fence M I DIV.VII r i.�laaClz. L II1/1A MID RAIL Pl t DRACL VT CORNER COW RA<T ce I... fLUS,ON AOL' LAC" gIDG ST E4 END cLf,NTp E",T CNMJN4 At^L4 SIw.:[L ICAf •CYJ �TI11P, ('—_.. (•IAll orlN�NG i[�, .•t e.L mo,POWICUL.O TEEP T.AYIR A(Xfs _ FED w am" JG FOR PLAct CAe,oNtoU *NUNat^ APpRo,, IPES 3;a, PANM) WHLAL „Rec.TL�D (YUo ..0.� TRAYA• FOR A� SLPARAlf A Ma to aw�A SIO 'TLM) "gy ID%wl �[Vt�►�+ Tw. [YM4MT Pywl TO Acct SO ROAD P CWVLIT A9IIRf• � CalMuw— PROV,Dt NEAVV )(p" 1!5 CNAIN { PADLOCK •aa• ARLAtVbA ACCESS ROAD GATE a FENCE DETAIL/9\ N.T S. 4LW 1!' I l 111 D IN O�pw.K G fi THIS DRAWING HAS SEEN REDUCED TO ABOUT % SCALE 'f a 99 i • i ✓✓ �.. j?AL� R y. .• n. ,t N.! I 2 U.ol1", . .»,w»e cou�u ea+oauvmos,o» essoe�ens.�x w j HAMMOND COLLIER•WAAC—LIVINGSTONR A*i IA1•S,INC. CONSULTING CNGINECRS I VA3 I SS]—ii YEARS Or MOVESSIONAL SERVICE AOro(.w.nbraf.[ .WIO STcWt WAY TN WM.M.I Wa.a SEAYTLE WASAlpTEW MIQIRORU DY(o fRMM. TELER,bN[19061 SJiiSM WWa,WWoaYON(.l I SSi T70TIWaW.oN,1: AAAW(o N(W,a.1 nWAW,[ Antlwi•[ EO RGA JMl lWM TN NISSI(y,STREET wpp[•rwM., WIIUA EE WASH1N6TO ~' tt,ERHONE I"I Mi 1702 January 22, 1986 Mr. Tom Kivley R. W. Scott Construction Co. 9840 Carr Road Renton, Washington 98055 Re: Honey Creek January 18, 1986, Storm Damage Repair Work Dear Tom: Confirming our verbal instructions, please coml,,I,te the emergency spillway and armor rocking of the end of 6-foot chamber work. Submit complete time, equipment and materials cost for this work to my each day. Sincerely, y l� Frederick G. Kern, P.E. FGK/rtf cc: Bub Bergstrom/ W13-17 NRrYW 001AR GWIW,1,Wa 004� co" MANNONU.COLUE61•WADE_LIVINGSTONE ASSOCIAt[S.INC. C ONSULTING INGINaaNS 1 vA)I UNS—AN YEAR%Or.IN)ra6S*NAl SCAV" a tlayA WYYaIp., .DI WASwIt TM fW 103 M.+„I['LL.al„Ia {(ATTL[.MA6MNGTOM MIO)JOY4 .wr Mira ttlt"IwMI[QIMI to iafA awax EwtsNla It I AIaDMi.TT01 MA4.OME,I Ig1A.LLY,a111141N .MIXMC.O a[IO.., IO 601 31,07 a•o-nrc..A ra Ant.uv.o Ea wA 60IITN M6gN 6TR[aT .aRxol ll...ue,.c ,.E"M Wt wA6W TM NIOI TEITN E I"I AAI na: MEMORANDUM RE: Honey Creek Restoration tmprovement at Devils Elbow DATE: December 31, 1985 BY: Fred Kern STATEMENT OF PROJELI SCOPE To enhance the stream and compensate fur slide repair conditions, segments of large culvert south of the sandbagged opening are to be removed. In additior to the enhancement aspect, E,etter protection for motorists who might miss the curve are desired and also some means to best protect the pump station and hydrant features. The roadway is partially in ting County and partially within City of Renton boundaries. Therefore, aoy improvement may entail approval of King County Public Works staff as well as the City. Several alternative design solutions are presented for evdludtiun with the City (and County, it required), Alternate A: This alternate illustrates the use of either a guard rail or Jersey curb set at 8' back from the edge of pavement. Several details related to this are noted. wn,ro Otr.ma U,wunwt Memorandum. December 31, 1985 Page Two 1. The end of the barrier transition is at a potential point of critical impact and appears to be irdesirable. 2. There is very little good foundation to anchor the barrier without Substantial structure above the sandbagged opening araa. Alternate 5: This a,ternative provides the same 8' shoulder beyond the paved road edge with a better means of anchoring barrier and better means of addressing potential intact at the throat of the site access driveway. This alternative provides sore generous mounding needed to bury the barrier end. It dues entail adding on a segment of 60' pipe and eliminating the sandbagged well. Most importantly, this alternte provides some depth of scale to aesthetically enhance and buffer the site. This will also mitigate the visual impact of having a sewage pump station so near a public road. Procedure for Construction of Preferred Alternative B: 1. Add 60" pipe extension or 10' heavy timbers cut and cribbed together for least disruption of stream. 2. Execavate from the wall o` the existing culvert to be removed toward eastand rock protect excavat'd slope to the east. when this work is complete, the creek is to be temporarily sandbag diverted into the new 1/: channel. 3. After installing temporary diversion, the culvert pipe will be removed and the westerly slopes shaped and rucked to provide width requested by Joe Aobel, the fisheries representative. Meonrandurn December 31. 1985 Page Three A. Excavated materials are to be used to build berms and minimal haul away Of waste is Planned. Additional Steps to be Accomplished to Get Features Puilt: 1. Select an option and determine approval process, i.e. , City only or City and King Cuonty. '. Submit t,or.wlit appli .at+on ,or aelec.ed option •p Joe Robel fnr approval. 3. Obtain a little more survey detail at the road extremities for barrier. 4. Submit a plan for R.N. Scott to prepare a proposal and concurrently obtain final agency approval. (Nate that final details on barriers could be deferred and just place noundiog embankment at this time). 5. Execute change order and build. N12-99 sk+i.3 a- -- 4kt "VA-0 Di'pr,J 'b i'Gt. ec 1 t f V.4k 4,4" l��/�%%//��/.. ((((�����YIC?+�-.Q Wa�5�7� ✓ C�uif � �l^,y�7�W�1. +,:�.aw� � Sw�' M.k< S cow i Ir C.Hsf, /l,J baw �.af (►.': u� ku NE' ze`�5+. ,1 1 DATE_�14_� • CITY OF MENTONO P.O.No. 37635 R OUIGiT10N DBPT. Public Works - Utilities kcT, 421/000/15.596.38.65.19 $ 7,206.00 VENDOR NO. ACM ! PHONE N0, 255-2464 VENDOR NAME AND ADDRESS VENDOR "RFAIITTANCE" ADDRESS Puget Power _ SAM 620 - South G,ady Way Renton WA 98057 Y. DESCRIPTION IN DETAIL MOUNT L.S. Install power service at NE e4th and Edmonds Ave. NE for Honey Creek Sewer Pump Station per attached letter. $7,206.00 PURCHASING TO ORUFR AUTH. BY: `+rt December 4, 1985 Mr. Dick Houghton Director of Public Works City of Penton POO Mill Avenue South Benton, Washington 96055 Attn: Mr. Bob Bergstrom 0ent.lement City of Bentor, Pump - ;nb eB04D47056 N.E. 24 St. A Edmonds A e. W.F., Puget Power will Provide a primary metering point at the east end of N.E. 24t.h Street off Edmonds Ave. N.F. as shown do the attached sketch for a charge of $7,206 provided we can install our facilities on the site within ninety days of the date of this letter. YOU will be responsible for running all conductors to our primary metering facility. We will make all connections on our equipment. You will also he rPeponelhlP for all trenching, vault holes, select backftli, clean- up and restoration. You will be under General Service Schedule N4. Upon receipt of this letter with your signature accepting our design, and your check or P.O. number for the amount of $7,206 we will release this Job to be scheduled for construction. Should you have any further questions regarding this project, please call me at 255-2464, ext. 4221. Slncgrell, 1 t/ t' /(6tG�rp t x ren Sharp / f Customer Service Assistant Enc. Accepted Date t t brill Snn1 mswK.A lym Cavws W SMJM Gate war Arm—t wA 9PM7 (WM)"S Q t �i�,• � rC�TpN ' t"-ti. /i�cer�i�..�� i�'�-e �, e G.S ;,C C'��.ue� e,y �o � ,r'tJro ^'C •, 106A'e y Crt a V- $. ,sa ti wn p j+4V`1r o Ad p/o a S F ;T• •rr.'ee.);r v av 7rc.L C,F- P au cd Go u avy-- r w..,jp 4ed Bo 17 4 77tx _17- ICL7 - sP,3 JR.,uji< *4 5+�, b • -� zoo ' r /�° u " Ars o y c .4 V ' 4 a4 ! v v L —, d952 , a'243 r /e,?Os- -t ZAoo" I Put Kok 77� ' 300 yet/! u!i Kati ttf' u� " *a. ;� ' TV F r5egicl 22G�1 t 7 W A "-4e{, /0S7 70 ter �s jJ C� i.: � f� r' y� t • • n4 �r � !>•'. 6 44 ci v M� t x'` � gev.v cam t:W44 :oBa aSE MIG.WAVS100 2fba7SSSSS •I+E NL T 2] 410 SODO s.aRL. EAME as. _ 0744 _ A. W. SCOTT CONST. • WNEY CREW SEWAGE N 0 1!10 Carr Rd. I --- -- R —- I u Rentoa! WA 98055 c Renton { un Ewl.eo wea oRneR No .Nr.FN En w.:..e \Ti W+ 3gNRR111 GRClO W] MTI OROlRIC T111LL9 10/10/ aS-vJ-7 wee _ 7/5- 1 - — - RIECES 912E LENGTHS J W z L.y �mssf,A'"OI PRICE TOTAL 00 At— dw -(ILLS-._ L �t1do 00 DRIVER SIGNATLRIE AND TRU R RECFIVEo EY —._._--. Ttftlg' NET 31 DAYS,1 M.MONIHLY SERVICE CHRRGE ON ALL RI$T Mg ACCOUNTE� HANDLING CHAROES WILL SE MADE AGAMT GOODS gETLpLNED .LES IAt ALL CLAIMS AND RETURNED GOODS MWT SE ACCOMMWEO SV THIR SILL. -- '—'—�— RAY TW AWXMT /o AR`11 aW 4'Swrn'ca VA I E.: 8elebeF_4,-.1946_ FINANCE UIRECRYK t: PUBLiC WORKS VIREQOR SULJELT: PRUL'RESS PAYNENT UKIRAC"I"OR: R.M. Scott COnStruction CDMPanY ESTIMATE MO. !V CONIRAC'T NO. CAG 022-85 I'HUJLCi: Honey Creek Schedule C 8 U Phase I - S296 1. CONIRACIUR IAKNINGS 'IIIIS CS'flIA1C S 3-F:766.9q �V9-- 2. SALES TAY P 8. 17 959-W n - 3. IMAL CUNIRACT AMXRIAI 1111S ES'IMATE $ 4. EARNINGS PREVIOUSLY PAID CUNT"RACIOR f --t-e c85 S. -EARNINGS WE 1'UNIRACIUR 1111S f.SIINA"IL S -44ri7 6. SUHICYTAL - LONIKACIOR PAYKKfS S 64 e34i5 13/, 533"23 7. RI:'IAINAGL ON t'HLVI WS LARNINGS S 3,44" 1,y 3L4 , t d. •D RLIAINAGE ON EARNINGS 1111S LSTIHATE 588.30 2"4$4.`/C' 9. SIJRI'WAL - RETAINAGL S 4j4}}44�- 5�9 2Z • 10. SALES TAX PREVIOUSLY PAID S 6.P29:of "7�18L !i 11. SALES TAX PUL '1111S LSfIJ4A1-L 2Sd_s415 'yu32.sre 11. SUBIUFAL - SALES 1AX S 7,IB2:-Ffi— 11,2fy q� •(95X x Liue I) GRAND TU"IAL /47t "RETAINAGE: S" FINANCE DEPARTMENT ACTION: . PAYMENT TO CONTRACTOR (Lines 5 and I1): _r ACCT. I 421/000/15,596.38.65.1) S_ .. I .; ACCT. I j ACCT. / S ALCT. I S ACCT. f �- RETAINED AMUUNT (Line 8): ACCT. / 421/000/15.596.38.65.19 f_ —Joe," - 'f ACCT. I _ _i $ ACCT. I f ACCT. I ACCT. I $ CHARTER 118. LAWS Of 1965 TOTAL THIS ESTIMATE $ $'3132C Ji CITY OF RENTUN CERTIFICA71ON • ' Dr utDe+rrm w wu..wrD.wf+nwn a 40 IfA+II, .,u. IM .0 t1M{ w,f MM .VrH1p M( HF[U 1li/MO f r Mf yytN 1�MMND 4 DYpb�tD wnt rr m.t tK awr r� utr au uo w+o pLf4 /tWlt M ffM1 O. MfPI YO l.Mf +Y ♦�^�D q�Y f�xis-[y��II//10 W MY W{.4'rt V CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON. WA. 904255. 235-2631 Honey Creek - Pnase I PROJECT Schedule 'C' PROGRESS PAYMENT ESTIMATE NO. E ::on•'act No. 022-n5 Contractor R. W. Scott Construction Company C".ng Date 11/20185 Sneet._of_ PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE It Descnpt�on Umt Unit Pnce 01, An.oun, No- O Y Q'Y. An+ounf QtY. Schedule C Pump Station Breaddown . of Lump Sue Bid Provided by Con- tractor Determineu Reasonable Distribution by Hammond, Collier, 8 Yade-L::ings tone Associates, Inc -1 Site Bork LS S 17,000.00 1 90% S 15,300.00 0 $ 0.00 90% S 15,30C.00 -2 Yet Well Storage LS 23.000.00 1 100% 23,000.00 3 0.00 00% 23,000.00 -3 Valves and Piping LS 11,000.00 1 0 0.00 85% 9.350.00 0 9,350.00 -4 Pumps LS 18,000.00 1 55.78 10,040.00 14.22 2,560.00 70% 12,600.00 -5 Electrical LS 13,080.00 I 66.7 8,683.00 0 I 0.00 .79% 8,683.00 -6 Enclosure LS 13.000.00 1 64.177 8,342.00 0 0.00 64.17% 3,342.00 0-1 Change order No. 1 Temporary Ferce LS 861.35 1 100% 861.35 0 + 0.00 0 a61.35 00 Change Order No. 2 Completed but Unrecoverable East Side Bank York Due to Slide LS I{ 4,250.00 1 100% 4,250.00 0 t 0.00 00% 4,250.00 2 Delete Ecology Blocks LS I (1,680.00 1 100% (1,680.00 0 i 0.00 00" (1,680.D0) 3 Delete Riprap Toe LS ( 150.00 1 IOC% ( 150.00 0 0.00 00% ( 150.00) 4 Riprap Bank LS + 2,420.00 1 100% 2,420.00 0 0.0r, 400% 2,420.00 5 Pit Run For Riprap LS li 660.00 I 100z 660.00 0 + O.0i1 00% 66C.% 6 Foundation Under 5' Yet Well LS 2,000.00 1 100'- 2,000 00 0 I 0.00 00% 2,000.00 0-3 Change Order No. 3 1 Force Account York for East Side Bank and Rehibilitation + i Labor, Including Payroll, Taxes and 20'. Overhead and Profit. LS 3,592.21 1 1 3,592.21 0 0.00 1 3.592.21 2 Kateriais. Including 15 Overhead and Profit LS 5,185.83 1 1 5,185.83 0 0.00 1 5,185.83 3 Equipment and I5% Overhead and Profit LS 5,830.08 1 1 5,830.08 0 0.00 1 5.830.08 4 Rental Equipment, Including 15% Overhead and Profit LS 333.48 1 1 333.48 0 0,00 1 333.48 0-4 Charge Order No. 4 LS 8,756.79 1 0 0.00 4.31% 6,507.58 4.3 6,507.58 Sub to]a1 S C8,667.95 % 10,417.58 $107,0L5.53 • n CITY OF RENTON • DEPARTMENT OF ENGINEERING e a MUNICIPAL L BUILD:Np, 200 MILL AVE SOUTH, RENTON. WA 98O55. 238-2631 .Y� noney Creek - Phase f PROJECT Schedule D Onhact No. :" PROGRESS PAYMENT ESTIMATE NO.R. M. Scott Construction C z Contractor Company-- Closing Date II/20/95 k _ ._ .rheet_of� No. Descrrpt,on Unit Unit Price Est PREVIOUS TOTAL THIS ESTIMATE T Qty. Qty Anwunt OTAL TO DATE Qty Amovot Qtv. An w d �•rfity French YE lath Ave. LF 2 UtilityTrench Ifni s Z•00 I2&� ----_ '-- -------___ 526 mproved Area LF _____ ------------ 3 SBD 526 E 8,%2.00 3 Bank Run Gravel Class 'B" for ---- -------�--' f 8,942.O0 Trench TOFI 10.00 700 4 `+w Cut ____________ LF I.00 2560 5 A-C PVMT Repl. Sy 16.00 250 ----- 6 P.C.C. DYMr Repl. SF 5.00 10 ----- l' PVC Telemetry Conduit LF 50 ______920-50 t.75 1900 '- P 4" Rigid Conduit LF --`- -- 526 S 920.50 526 2O.00 55 _____ ___________ 526 15,254.00 526 4 Telemetry Type •A• PuI1 Boxes EA 900•� 5 15,254.00 i] Telemetry -"--' ----------- Type "B" Pull Boxes EA --- ------900.00 300.00 4 -'-'- ---'---'--- 3 Darer Type "C" pull Boxes EA 3 550.00 4 ----_ -__»___-__ 3 1,650.00 3 1 Type F Bed fnq TOM 12.00 220 1,650.00 '_' 00 17 Temp Cold Patch 70H 70.00 10 204.00 !I Utility Yault r/exc. A 8ackfill _ 17 ___ ____________ EA ------_-_--- l5 Nis. Hill Holders A Restor. 150.00 4 ---__ ___________ ___ ____________ LS 2,000.00 _____ ______ _ 16 is Iv Conductor Furnish and I IOOY 2.000.00 100% 2.000.00 install LF i/ Pad 21.00 580 ___________ Mounted Oil Transforwrer --" 10,600.00 I _____ ___________ 18 HydroseedIn9 ___ ____________ _____ LS I1500.00 ____________ 19 Restoration A Clean-up 1 -- "--' 1 1.SW.00 l LS � 1,000.00 1 2,500.00 a Subtotal I k g .. s 'r, 4?� s v 3'70.t� ReL'1fftTa f ' s ue— b . s 4ex x yc� vs y9,ifle..,n Ed �c �s c Earnings Payable This Estimate I 7r7 `• `7 =,ti6g. 91► �Z? eo (a) - (b) d Sales Tara (a) 3`1; ZT14 y'7r 2?b,�a ;*/ 5V a2 e Amount Due This Estimate (c 3 d) ' I . ' Y2.i _ y'3L08 112f 4.4y f GRAND Toni ta) > (d) ` ', yT 6.r Si a s,PSC.oL 142,')r(*7L suaJd nl w� Ai+s —NAY cr r TMP wt3if Y a' SY.r/ sy./k lw f4ry�l fp.,,r Cv+v.ne�w, 1 My� f?KJ;�at •n -Ai��t - 3,�aJ T t+di.,,� e`-/ai a 4•? ', r.✓' i} ?M1, S 7t] o Iran r • (/ �J V vt c rt .f rc..�r/ ,gin/,�i//r / w 41 t-� JYl` _J IfN6114 ma t 7 ,-iPD 8.1,,a• Saw H M 'Roney Creek Sewage PUMP StationOd Force Main City of Renton BiD SCHEDULE Schedule "D" - Trenching and Backfill for Power Supply 40TE: Unit prices for all items, all extensions, lump sum prices, and the total amotnt of bid must be shown. Show unit prices in both words and figures; where conflicts occur, acceptance will be made in accordance with Section 2-1.06 of these Specifications. (ITEM BiO ITEM APPROX. UNIT TOTAL WITH UNIT 810 PRICE QUANTITY PRICE AMOUNT NO. To be Written in Words 6 UNITS 1. Utility Trench Excavation 1280 8 Backfill - 1' Width x 4' LF Depth (Parallel to Roadway) Dollars (Unitr ce in Wordsl 2. Utility Trench Excavation 6 580 f Backfill 2j' Width x 4" Depth LF (In Unimproved Area) Dollars (Unitr ce in Words) J. Bank Run Gravel Class "B" 100 f 12 f &44" tor Trench Backfill Ton API Dollars (Unitr ce In Words7 4. Saw Cut A.L. Pavement, 2560 f -�<< Camert rcncrete Curbs LF Walks And Drives re, - , , w . Dollars (Unitr ce in o s A "Sao P-10 7 rRID SCHEDULE CONTINUED / --- * f r Schedule "D" - Trenching and Backfill for Power Supply rN BID ITEM APPROx. UNIT TOTAL WITH UNIT 810 PRICE QUANTITY PRICE AMOUNT " To be Written in Words 6 UNITS Asphalt Concrete Pavewent 230 f r Removal and Replacement, SY ' Including 12" Crushed Rock Base Course r Dollars r (Unit Price fn Words) ' Portland Cement Concrete 10 f+4 lr f Driveway. Walks, and Curb SF t Removal and Replac"or Dollars r C! n o a r IL City Telemetry 1" PVC 1900 Schedule 40 Cond it LF Dollars n r'ce n or sT r t 580 t" Rigid Conduit " M LF M � � Do11an City n r ce n or i ; s _ a Telemetry Pull Boxes EAType .A. f f t" Dollars 1 i (Unitr ce n or sT 1 BiD SCHEDULE CONTi%U* Schedule "a' - Trenching and Backfill for Power Supply ITEM BID ITEM J� APPROX. UNiT TOTAL WiTH UNIT BID PRICE QUANTITY PRICE AMOUNT To be Written in Words 4 UNITS 10. City Telemetry Pull Boxes 4 Ty .g. EA Dollars (Unit Price inWords) t11. Power Pull Boxes 4 T .C. EA Dollar �;- rice in Words) " u 12. Type 'f' Bedding With 22D Pee Gravel Ton -7 Dollar (Unitrce n ors 13. Temporary Cold Patch 10 f 7�' � Ton Dollar T rn. r ce nWords) �� 14. utility Vain Excx ation kId EA $ 11 Wide 4' Deep Dollars n Fri" In War P.12 � • BID SCHEDULE CONTIMUS Schedule 'D" - Trenching and Backfill for Power Supply ITEM 610 ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. To he Written in Words 8 UNITS 15. Miscellaneous Hill Holden LS S f `fl and Restoration -- "rr•il Dollars n r ce in Words) �. 16. 15KV Conductor, Furnish 6 $80 I all LF �T-- Dollars (Unitr c! in or s 17. Padmounted Oil T nsfory Furnish !< nstall LS a, ' Dollars tUnit Price in Words) 18. Hydroseeding LS Dollars (Unitr C! In WordsT 19. Restoration and Cleanup LS f $ � A 7�nili G •� Dollars (Unitr ce in Words) TOTAL AMOUNT BID, SCHEDULE 0 - TReNCHING AND BACKFILL FOR POMER SUPPLY: $ 7 r1_ 2J P-13 SPEED LETTER . TO: DATE:, M'• LVa Tf' Lr.: PRW'CT: c,<S SUBJECT: AIGe_y I;r —'U!. ,�.1�.,y,�� 1 Llr a .•{►My7L�'fH i •'�/,h "fJ �Npll '1F•t 7 J r it •Ir ,� G r4/^ oC!J fi tl—.�/rf�� Fn �� JM/'.•�w�s 1 � a.. z35- zrG^sl pnt Sparlinp A Ano iates, Inc. • �„ , , «, ,,,.e..! rlrttarr,rM0lMtrer Ir+a rw1M av�we Ote�a e/ Oawl! tpw,/.e! wr.,a alrwe ea MtlIwM Oww a 4wMr ea "S aw+ el n.,e..•e.. ON 12 October 1905 Hammond, Collier 1 Wade - Livingstone ; A,aeciates, Incorporated 4010 Stone May North Seattle, MA 9010 Attention; Fred Kern VT 2 3 1J6; Subject: Noney Creek Lift Station Revised 15 KV Service to Station Dear Fred: In following my conversation on 10/22. 85 with Bob Bergstrom, the following items were discussed: 1. Bob indicated the City of Renton has now decided to own and operate the 15 KV power supply for Its entire length from Edmonds Avenue N.F. to the pump station in lieu of joint ownership per Puget Power's Fetter of 3/7/65, 2. Bob will determine If a spare /' conduit will be installed, 3, Bob asked if the wiring for this portion of the run would be the same as the other portion of the run, and I indicated It would. 6. 1 mentioned that we recommend the /' conduit(s) be encased in concrete to prevent future dig-up. See enclosed section. S. i mentioned that the power pull boxes (Specification 16120, 3,02c) have a traffic bearinq cover and be installed every 300 feet minimum (unless 15 KV cable supplied has a greater pulling distance).. As on all projects, the work should be carefully coordinated with Puget Power. All work should conform with Specieications 16120 as is minimum, as well as any City of Renton construction standarls. 1aN WNY/aefwaa Oat . Nun, wrrewU�or,w,or iwu».,.+, .aawioud. Collies lot • livingstone • October 22, 1985 Alin Frei Kern Page 2 Subject: Money Creek lift Station In summary, the decision to feed power to the station via this route was the City of Renlon's. We still feel our recommendation (tell r of 12/10/84) to route the power via Edmonds Avenue N.E. north to N.F. 22th Street and then east down 221h Street (with the force main installation) to the pump station would have been a better routing. Very truly yours, SPARING i ASSMAILS, 1NC. Daniel G. Chase, P.E. DGC,'c s Enclosures cc: Bob Bergstrom ZLa,(-,-OTT CONSTRUCTION CO. GrrwwlCeNMrNrf - ::i f11 R N'SC-0C-17P-MU 9810 CARR ROAD — RENTON,WASHING rON 98035 PHONE 2 �IZ6 52 Myst 13.1985 lbm xo, Collier &WK* - Livingston A mciates,Lx. a010 Star May W M Seattle,A 9BI03-M ltam Credo ` age MV Station OWW Ayer Iadamation Dear Fret km: The cast to camp the 67er7my Power V'cetacle is as follows. kiraw Electric Co-,inc. We: $185.15 R.M.Scott MAW - 15% 27.77 f212.92 Total Cost: If you he* any ORSUCM Please call. Si ly, Th as;M. Klvley,Pruject Supter0ant R.M.50ftt Castnction Go. TWJs-IC Enc. tl) CM nA Letter - M+d Electric CO.,inC. ♦now IllCTlK CO.. MK, 9 August 105 a.f. Scott 0uatruction Co. 9840 arr Road Renton, to 28%5 Att: Tm K Rat Ronoy .�rmk Lift Station - iwr,-emj Po,.er Receptacle Gentleman: The coat to chary;e tho raeeptacl, as per abm, mf,.mme is as follove - Ruseall F Stoll Model In. 2501OV9K add 3 161.00 OV 1ST 24.15 105.1e Very t-,A., yours, .Arrow lectric Io., Inc. ,.L, r,�a R. W. SCOTT CONSTRUCTION CO. � ,\ Grerral Camwean-- 11J-0I-RN<SC-OC'•IIAMP 9M CARA ROAD KENTON,WASHINGTON 98055 PHONE 226.4452 June 28,1985 Hammond,Collier i Wade -Livingstone Associates,inc, 4010 Stoneway N. Seettle,4A 98103 RE: Phase 1 Schedule C - Honey Creek Sewage Pump Station Contract Change Order Imformation Item no. I Delete Conventional Check Valves. Price $375.53 15% 56.33 Less 15% restock charge by N.D. Fowler Co. (2) ea. @ $375.53 Credit 5 751,Ob Item no, 2 Delete Conventional Gate Valves Price $186.99 15% 28.05 Less Restock as above (2) ea. @ $186.99 Credit 373.98 Item no. 3 Add (2) ea 6" Wafer check valves valve 936.00 freight Z1.00 6" FXPE 98.10 6" FCA w/Studs 94.61 Sub-total 1,149.71 15% 172.46 Tap 16.00 Total (2) @ 1.338,17 Add 2,676.34 Item no.4 Add (2) 6" knife Gates valve 449.00 freight 14.00 Sub-total 463.00 aoa 15% 69,45 qo Total (2) @ 532.45 Add 1,064 yH Item no.5 lapping i Plugged N" holes In vitaulle grooved piece (2) ea. 0 $32.00 64.00 June 28,1985 Ma�ImDnO Collier E wade - Livingstone ssoclates,lnc. PAGE (2) Item no. 6 Delete stuffing box on each pump. Mr. Rowland Martin of N.D. Fowler Co. informed me this was taken into account with the added price for ceramic seals. No Cred,E Item no. 7 Add carbon ceramic mechanical seals per pump $571.D0 15% 85.65 plumb water 30.00 Total (?)ea. @ 686.65 Add S1 , Item no. 8 Add 4" vent in storage well. Add ,.,x. Item no. 9 Add Trolly-chain Moist- supports Trolly 117.D0 Hoist 372.00 Freight 52.00 Frame b Bolts 641.00 Anchor Bolts 25.60 ill Sub-total 1,207.60 151 131.14 sub-total 1,368.74 1,386.74 Pick up support work at Ace Galvanizing and deliver to Job 56.00 P169 hates and core new 200.00 Installation 400.00 Sub-total 656.Du Sub-total 7 d7 10% 204.47 Total 7.20-7 Add Z,Z49.21 Item no.10 Charge Emergency generator plug receptacle. I do not have price change (if any) yet. Please let me know as soon as possible on the Knife Valves,Check Valves and Trolly so I can get or order. �t t S I ncm YY, Ii.bt.a tom" :fMr _.::,' e75E 93•. �'r"' rvt.Y Thomas W. Kivley.superintendent - �`�j�„/�•�� R.w.Scott Construction Co. t A":Jl�J N TMK/sjc x i • � 3 INS o .4 W ` _�- _ LyWj —L--__- --- Q W 4 Q g o � � Q E, TRENCH-NEAT LINE F'oM PAY. �_.---A5P4ALT PAVEMENT PATCH 'AM LINE BUT FOR PAY 4'N7T PAvEMC-NT E.,'. rt IIIEXIST A C PAVEMENT _' 1'•O" OF yS" MINUS Cora PA(.TED :.RUSH ED ROCK 7 {. INCLUDE IN PAY'EME.AIT Rt STOMAT1oN 510 ITEM SI`ITNG MATERIAL OR SAgK RU•N GRAvCL c �3 RBmWRCD {!Y GVoiNdew. DEDDING W/ YEA GRAvE4 Q Tu RN R 'SHED S �NSTALLEJ q"P 'MARY POWER CONDUIT - CONCRETE EWC.ASEb -- "SCHEDULE no PVC COLIDUIT FOR CITY TELEMETRY .T;RE4 N EXCAVATIpQ c 51\C;iFILL IN �)TKEET N.T.5. WTI' BACKHOE PERATOR MUST SSE IOEW, LOCAL 7T MEN%AR OR HAVF TICKGT FROM UNION. I . w. q TAO 1 sEo 'il -_911.1 1- *�.0 S'✓_t-^i� _.,wn �_.. hot! _CJ1 -- �,. , . . . -- . : , � .• _-, i y� � Y A+' jIM! ft N�l��� /�� Q Y.+i�GrB/ I'T T�II(MCtRY 4 F.IAC. LINti A61Aw 4 t1.F ,1 - 5•.J IQ � hto. It-LP r'k fit!- 2q" Ia , \ �J 4 1'1 � r 1 e 8ij '.J'4'581 ��is .�L:, I I• � brad {\h � I A U..40.31V "� 04 U..-10-IP p) AgP1iFl. I M {F r.,r W �nrlf ni we <►%" n2.M1Y se ♦w'.Y •. .Ii+. \y ao1•.J PKG ' .w.e� q >eiz�o lSt.Kse O-as� �- tag wtNP�.aq �v F SOFO¢ 1I ,\ r e 1 P'• ys ®),00 (li L\E'S7 ' . I M .M OF, 0 . �n r' - i •i2 a� la i� .Aiet. Il.g..to 1MteµTllgi RIOP Cea Y I a �,-- —�sOO EQ. �+I..iIK.4='�nP. I WA-44'45 • 116t ow coec pa,lf f \ ,« �a Is4 A a, 41 s.. ......' 44 2tog i& A � st • 11 J. '�.1 woo �hje � } m`Pl lrntc� I) + >s,/ ` 4.4Pt e'rt- II O FS+FogQ`�' I ` (J FtiJN.v_,T M•O �i1ij5�. Pt Q. W + :i ) yy i r I �° ,ratio Ktiip�� r v Y 1 ^,�� } .. �� � t� Z � "� � 1J � •i�, � I� . a ,St SCALE 40' A9�� • •• "j r � s t1ED TgAm4rofkm. ����;•. � ten.,• L\ ' 96WCR rJ \ ,t.W PUMP S• Pw.u- ` . ',0.. SEE E COW PULL1bOY Nt.W TYf it, \ .,►� Lo \ �r �\ \ �� lb. tt \ �� ;n — 1�3 � Tv =n 2*nt1rT iJOTE CUNTMG'�r, S < DAUD 'C EYMAIWE `\ �) • �w THE ;,IT E W ACC*F DAI C! TH :.E CTIQN 2' 1.04 1\ - Id t1T uTY EAS Ltut or EMIENT CV THE LTA1v1 Ak; jpt'G4 j10 ,LT Im W vrlurY ~*rArr :. fxtlr Ap"A4T ...• ,lt �IaF.:,. '.... N 12 Al 1 Ex.C. e e50N! I NO0 .• Sl t FLAN t♦ _ , 3—tom•>� :•e ft" f� 11 _V, • 1 ',-H+fet 94 •; : y^ s-A &#ot- MaVV ^ ^ot 'C. POWER v-+ iTRFET " - a, ` TELCM ETRY •vL_ 0^ t < 3•4rrb WEWTyft "C' 1$ tl.2z' r1E[� f!(tiv y. - 8 x -wCw tyvE • t •nY 15 eS r F c.T It / Plat isa^)r set' lop icy T- rt_ TY `FA i REF L'ND TOL4 Cor.'.I, .s' vrunr en�e.urr �a,lt�tll NT+ 0 YGNn i.-f ,.. YEVfMETQY CC'N OvR4 - —.. j!T --_ [ �.. t ( VARIES wl ♦ l 1. 11� 6Y yl _�iy G�NC• DRY�C TRENCH ?v} ! Iri 4.1' PIER �D 1*0p onR _ o �. ` Y HILL NgDER DETAIL n uy � t A, tp f CaROUNO SURFACE of [ INS t ff A Ir NOTlMlll NOEOl RS 5HAtl SE INSTALLED CN Att STEM Y i t• I SLores A! 5MOWN ON TNt '• ' ORAWING I AT OTHER 5ULH ' ,. -OC AT'ON•- AS DIKECTED 9Y THE ENLNQ,r.R, r .. A ��VAR,tS TYPICAL HILL HOLDER INSTALLATION U T 5. NOTE GCNTPACTCP. SMALL �NS(ALL N+LL HU'_DERS ,.♦:. 'F- . wNW CiCvE '� iRt/+TEK TNAr.1 00•h. NOTt' 6ROun.DwnteR �5 ENCOUNT RED '"t-404 PVC ORA,NS SHAL SE �1,%,1TA,6.90 ON 50' CENTERS ar. s r f 206-475-SRRR Ses.tle, 206-623-7772 ►.Q�laeya Iaosso YMNO► City of Penton October 1, 10@5 i NOTICE TO PROPERTY OWNERS Gen;.lemen, We are advised that you ere the owner, or reputed ownerb, of prop- erty situated at or near the following address: This is to notify you that on the P�f'i-'day of A ..1.N39 we commenced to deliver material. a—na-­aupp,,, or rented equipment to be used upon the reams prorartY and all improvements owned or being constructed by you .c the above address. These materials and supplies or rented equipment were ordered by: R.W. an COna UC O pu o Pti We are required by law to furnish this notice to the owners of all property to which we deliver materials and supplies, so they may have notice that in the event of non-payment of vur account, a materialeman's lien may be claimed by us. This notice is NOT in itself a claim of lien, nor does it imply in any way that a lien may be neccessaty. It is sent only because we are required by statute to do no. ggswy'w - Very Truly Yours, U, P.I.P.1 E. Inc., R.C.P., Vaults cc: , Pile 'OCT 1 8 1M Rlrhire, Schi , r 0 d2Ye. ems•/ k ,.r✓ �01- t!'G' .rr/lr :,��.. w��' ,�:� �YGr1LA S`,yyf�"�'•LF�I!S /.G .pta/ ,9Aee �� �V Gf c/Si0 lODD L) 80 • a' a(,4eI •vat' �N6!I eYc 7 ` //i �r C ZS [��C LOAOerl Cc�y• �' zys = �-ors 5r�,wu��!& V•rlV c i!;/ w a$MMY/R �0 -)o LOEy U v(. 40AP. cam• 23LS vG. — a! iwA� b �6 H !0'u sN AUi"?,q) wM^ S' R. W. SCOTT CONSTRUCTION CO. Qr,ewi Cartrorron- 223.01-RW4C-0C-220-MI.' 91I40CARR ROAD RENTON.WASHINGTON 98055 PHONE 226.4452 August 28,1985 Hammond,Colller 4 Waar - Livingstone Associates,lnc 4010 Stone Wa) North Seattle.WA 98103 RE: Honey Creek Sewage Pump Station Estimate No. Four Dear Fred Kern: Please submit the following materials on hand invoices for payment on estimate number four. Arrow Electric: $7,499.00 Western Power Product.s,lnc.: 12,660.00 Total: $20,179.00 Respgetfully, / -4/comas W. Ki v ley.superintendent i. R.W.Scott Construction Co. TWK/Sic Enc. ixrow Electric Invoices Yestern Power Products invoices 6 .�- � � t ARROW EIECTRIt CO- W. wmc waaew•*or wua laws N.uM 21 nwNat 1965 R.%i. Scott Conatrwtion 9CL0 Cur Rued Renton, tta 96055 Roe Cit^ of Renton 'Loney Qreek Uft Station =TM• W— lhterinLs in stock an per attached invoices - w Saar%'•C' --�� -- CONTRRACT CHANGE ORDERR -- Fl,ase 1 .iched le C DATE: e 1 5 PROJECT: Hone Creek Sewa Pualp Station JOB N . HCW-L 1 __ JOP LOCATTW-_ en'�.W_ OWNER: City of Renton TO: (CentractuTp. Y„ C',: (Surety)�St. P Firc b Ma rl ne nsurance aelDanv YOU ARE HEREBY INSTRUCTED TO: •''�Make Changes in plans and specifications execute work as noted below as noted below Delete work as noted below (�Perform extra wore as noted below ❑Restore areas as noted below fer o rtt r ,( ;ransmittai Fn,LrucLiDns DESCR1PT10N AND/OR SKETCH TY UNIT UNIT PRICE I TOTAL Force Account 'Work for Creek Improvement t Job. o Delete Conventional Check Valves 2 EA. (375.51 - 175006 o Delete Conventional Gate Valves 2 EA. (186.94 - (373�98 o Add Wafer Check Valves 2 EA. 1338.17 + 2676.34 Add Knife Gates 2 LA. 532.45 + 1064.90 u Tapped b Plugged 1/2" Holes 2 EA. 32.00 + 64.00 o Delete Stuffing Box on Each Pump 2 EA. ( -0- ) (-0-) I o Add Carbon Ceramic Mechanical Seal, 2 EA. WAS + 1373.30 on Pump. 0 Add Additional Vent in 6'-0" Wet Well 4" 1 EA. 204.00 + 204.00 o Add Trolley b Chain Hoist. W/Crane I Job. 2749.21 + 2249.21 Rail b Supports. (Fabricate After Installing Housing). Plug one slab opening and core new one. 0 Change Emergency Generator plug receptacle 1 Job. FOR THE ABOVE DESCRIBED WORK: Submit lump sum cost $ A7X� (increas�decrease) Submit unit price L_ Record and submit tnrce account cost ner specifications Sam„ 6161 pI ;ccc a :,.', No cha,ae in contract price — ❑same ® 46 (increase, owww k* calendar days PROCEED WITH WORK. (j Immediately ❑After receiving owner's approval ❑At your convenience *����/tMf r cbnmended by (Enginegr Date 8''S 8r proval By (Owner) Datecreed to by (Contractor) Date HAMMOND, COL IFIR B WADE- LIVINGSTONE ASSOC IAT E S. I NC �.•+ �'' CONSULTING ENGINEERS .'MM ...... u �„� M� momme PkAJECI OGSERVAIION REPON• ' SPANIiNG E ASSOCIATES, iN(, 7' Date Febr ry 11 1986 _ Consul:ing Fngineers -�--- 1920 Eastlake Avenue East Seattle, NA 98102 (206) 324-1555 Project Now Noneycreek Lift StatiM Job No.__ 37.g _ Client_ Hammond Collier 1 Wade • Livingston Date Observed Not. iltuble ttM On: ern — Observation By_ Omiel G. Chase _ Weather_ Contractor Page-__one_ of One _ _ Pro-Construction XXX Construction-in Progress _ Final Post Final On February 10, 1986, 1 received a telephone call from Melissa at Puget Power. She was 1 locking into the 15 KV terminations required by the change from in grade primary metering to pole mounted metering. When 1 asked why the change, she said it was because Puget Power needed a 20'-0" easement for the ground mounted metering enclosure and they were not given it. (Note: Above ground primary metrrinq is rarely done anymore end is quite unsightly with all the components involved,) She said the metering point (now overhead) is to be the division of responsibility between the City owned system and Puget Power's system. (Note: This must be another change from the 100% Cit.- owned system indicated by Bob Bergstrom on October 22, 1985.) Apparently, Puget wants the Contractor to do some of the overhead 15 KV termination work. Ordinarily, ail overhead distribution work is performed by the utility. This work im, .t be performed by persons familiar and experienced with these specialty tr,rm,nations or they will rot hold up. Also, all 15 KV cables and termirations must be tewd and documented by a testing firm (such as ElectroTest) BEFORE, energi7ation t, ensure li,a terminations are proper and the cable is undamaged. Melissa said she would forward information as to what. Puget wants installed. I'm anticipating it will be similar to what Puget's Des Moines installed at the Des Moines and Angle Lake well pumps where this I off'ce (Don Orton) had dentical cable was used. I will forward this information when it arrives. ` ' SIGNED: V ,;.r .-i , i._A_ -6aeA Thase3.0 DGC,cs • Maa M.maa. • F.Mllj)I11•Vllfgi 1Y111V1 RaMV91114 SE SOW ychem b. WMIIW1.n W0e T•1•ofAl»W64ss- W) IN: ..r 11 (I,.)I. ._.I. ...art Vn..V wA ft~ c1t..�A<s n at/ s.+<t Tv.,a l` da{e....;.af 1r4eF ��- IS �•� Af�el. 4 n , � PRaychem 1 nennofitQ1 .y" t fi . 9 at-shri VkKblef rhighvolta terminayon system 5.. kV c � 7 `AetiY:n' r A r i i Nudes,coo or application, Impulse strength Envuonmental lading /- Raychem standard olmuci hale tested aml qualified per approprete Impulse strength is related to the length The Idea anneal"supplwd.,In fife IEEE 9landards of the termination and the adult,to termination permsctntly yells and please request Thormofd report e71100 ens.,. reliable perlormaneadwmg faun protects the termination from entry of for specific test details loading end lightning strikes %pool" moisture or contamv art regardless of • flash Ova'tests demonstrate Thermohf^ the fable type^r derLter The heat abikly 10 withstand these adeda without tnetl to Shank the HV material Now to Specify damage or fill his flashover,and simultaneously melts the adhesive Impulse Strength greatly exceld which bonds to all necessary surfaces To order a fhermoht HV termination typical cable capacllles nmpiy specify the prefix.the type letter(to,indoor or outdoor),the Length, Immersion lest date voltage ran,.,letter and Coble range Inches China Impulse tevN,kV , number and It reaction! cable Tests Tests on polyethylene and papenlea: accessory number cables submerged in water and 1:B' 67 320 temperature cycled to 65'C and 70 c' Example 23 P 595 225 respectively have demonstrated in, 21 6 545 200 capability of Thermofit HV m ere)HYT- 0-C-2-GO 15 E 34 5 125 to successfully withstand moisture -- ingress 00-Standard lerduril n kit 11 =Torm naton for ux on Ur shin lit••type cable 20- For coops,tape,nomsolds, grounding clamp and strap accessory kit '---——-—- Kit ales ranges Rater to Cable Selection Guide to, standard voltage Class cables of con fact your Raychem Samoa originator For non-standard cable sizes.consult leek below for pen numbers Reference Dlameler Minimum cable Maximum cook, diameter Over dramele,Oyer Primary insulation cable jacket 0 420 700 1 590• 1.100' 2 600 1,300' 3 1150- 1750" a 1.550 2.600- 5 2100' MID Insulation class Phase to phase A101 - 5kV A -67 a = 15 C 22 e D • 25 z E -3e.5 F -46 -99 Thermalit high voltage kits D High voltage termination systems 0 outdoor available for single and up to 6-core 1 mdoo, cables packaged as a YIfKOntaine i k❑ complete with HV nonlracking Prefix insulation,Stress control tubing.skids (outdoor only)and jape sealing •(, adhesive.Included are simplified. ERa h� ~ration step by-step instruction procedurestoy : 300 Ywrs,pea w.i ••�Mrallw :Yf`t-is,.+�!'-. _ HAMMOND,COLLIER a WADE—LIVINGSTONE ASSOCIATES.INC. yyy CONSULIING ENGINEERS t O t Daa.I SSS—62 YEARR OF PROFESSIONAL SEA VICE ' y6pa I,,wwp,p ra a010 elW[Y,11Y Nptlw waw,I nyat.ra IMAYTLER.AS,MNO ee10)e0e0 64A0 Ypva ly. m+f+w a.pwfq,ra• ...a.a rtL[PNONE Ixaal eax 26M ..c......w.w.1a IY6096xT101Iw.c.. .n.I ..wu 6 ww,r.ra ..muc.c wan r, I p.ayac.n rt PO W.3%-1 M41.talr..D I, aox fOUTM Mlbe,(IN{111Q1 wpOl a.wlo.a WC—WHEL M1WiHGAON"W1 RaCPHON(I!Ip91 6621162 August 5, 1985 Mr. Bob Bergstrom City of Renton Department of Public Works DQ i City Mill Avenue South Rentonn,, WAA 980 98055 /O � Dear Bob: We have reviewed R. W. Scott's change order No. 3 proposal and recommend that the City accept the change order offer. You mentioned that Ron Scott is receptive to deferring construction on the pump station until the Phase 11 work by Alia does not conflict. It may be well to approve the change order with a proviso that pump station work is to be completed prior to year end. With the $ amount approved, the contractor can order the equipment and have it ready wh*n we give them a notice to resume work. A suggested letter to R. W Scott is attached to the change order agreement. One concern Tom Kivley had was that if they ordered materials they would want to cover invoice costs. I advised Tom that APWA provides for payment of equipment materials stored off the project. Sincerely, Frederick G. Kern, P.E. FGK:slk W10-23 CONTRACT CHANGE R i No.— Phase I Schedule C ,JAYE: June 51 1965 _ PROJiCT: Honey Creek Sewage Punta Station JOB NO. S296 - HCW-L 2650—T-1 J06 LOCATION: Renton, OWNER: City of Renton TO: (Contractor) R_ W. Scot* Lonstrucron CDmpanY CC: (Surety) St. Paul Fire 6 Marine Insurance Company YOU ARE HEREBY INSTRUCTEC TO. ©Make Changes in plans and specifications ❑Execute work as noted below as noted below Q Delete workas noted below Perform extra work as noted below ❑Restore areas as noted below © Refer to Letter of Transmittal Instructianz DESCRIPTION AND"OR SKETCH "t UNIT I UNIT PRICE I TOTAL Force Account Work for Creek Imorovement I Job. o Delete Conventional Check Valves EA. (uL.1� _ ( 7S1:06 o Delete Conventional Gate Valves 7 EA. o Add Wafer Check Valves EA. 1>k1b.17 . Z•ftiti.�1 u Add Knife Gates EA. �� IG�.fD o Tapped 8 Plugged 112" Holes EA. o Delete Stuffing Box on Each Pump 2 EA. Add Carbon Ceramic Mechanical Seals EA. t685 r 11977 on Pump. o Add Additional Vent in 6'-0" Wet Well 4" 1 EA. 204.00 ��•� o Add Trolley E Chain Hoist, W/Crane I Job.Rail & Supports. 2249.21 24aI1 (Fabricate After Installing Housing). Plug one slab opening and core new one. - . e moo aw"IQ 6nwwke Plug rawLck 1 Job. X4 11 � FOR THE ABOVE QESCRiBFU WORK: ®su'mit lump sum cost S (increase, decrease) o Submit unit price Record and submit fore- accuuni cost per specifications Same unit prices as bid No change to contract price CON RACTC LETIME- D Same 4. (increase, d1jUng1j,alendar days PROCEED WITH WORK: ❑ Inrediately ❑After receiving owner's approval ❑At your convenience icomme d 1 u�i5w.g/ 1 �?Pe�Gfrc�+E.11G�'E eeommended D Engineer) .ram Da Le Approved By (Owner) Date Agreed to by (Contractor) Date HAMAIOND COLLIER & WADE• LIVINGSTONE ASSOCIATES, INC CONSULTING ENGINEERS '-' r e. MAMMO440.COLLIER!WADE_.LIVINGSTONE ASSOCIATE5.It4C Cp MI W.Fw WEe 1043 I"S—41♦EARS x PRO ESSIOnAL SMI,Ct •JOYr.1+1wdF.a 40108iOM FAv wol u.,I cuvt..1 SCI.mLFA114w4'Ow 1101w] ..4n[".t4.[ Y[l[F11dt 1](f1 U]]!a4 •1"" ,t ..1u+u+rr.• twR.tlw"Yn1w N 14tIDSm]l]pl,Y4M Pyvl .Mawwcy.q` 10 M.]MI 1 u.p4•.p•, wR*,l'mlwaYOw StRtt1 mttwow[Iwml ae]rre] June 4, 1985 R.M. Scott Construction Company 9840 Carr Road Renton, MA 98055 Attn: Mr. Tom Kively Re: City of Renton Honey Creek Pump Station Phase I, Change Order 03 Dear lor: Will you please give us a change order proposal on the following items of work described her: and as shown on the accompaning sketches. A copy of the chancre order 03 pro,,sal Is enclosed. Items Al and A2 change in pump plumbing. ltem ,11 - furnish and install two water check valves in lieu of the two va ves originally proposed: 2-6" "PRINCE" Pump Check Valves - Spring Assisted Series 158. with carbon steel lug-water type body, for installa tion between 125 150 lb. ANSI flanges, with 304 stainless steel disc and shaft, 315 stainless steel disc arm, bronze shaft hearings, Buna.N"0" ring seat on 316 stainless steel support ring, Buna-N shaft seals, adjustable and replacable asbestos shaft packing, external adjustable carbon steel spring. (See attached for local distributor cut sheet). Item AL - Furnish and install two knife valves in lieu of the two gate va ves originally proposed: 2-6" "ROVALVES" figure 20 with V port. See attached for local distributor and materials cut sheet. Item B - Furnish and install trolley and chain hoist and supports as s own n accompanying sketches. Clevis connected hoist with trol ey, 112 ton capacity. As manufactured by Chester Hoist Division The National Sc^ew and Manufacturing Compary. Lisbon, Ohio (216; 424-7248. With beam and P. W. Scott Construction Compaq, June 4, 1985 Page 2 supports as sham. The base plate will likely cover one floor opening; and, a new core drilled hole should be included. Item C - Furnish and instal'. 4" Vent on end of 72" concrete pipe as shown on accompaning sketch. Item 0 - Furnish pumps with mechanical seals as previously directed in eu o stuffing boxes. Prior to fabricating the steel 1 beam and column structure, the fiberglass building should be set and dimensions for each part of the structure made to assure good fit within the housing without interfering with other appurtenant connections. We will be making an independent cost estimate of this work and will be ready to make an immediate recommendation on execution of change order No. 3 to the City. Please call if you wish to discuss any items. Thank you. Sincerely, Frederick G. Kern, P.E. FGK:slk Encl: cc: Bob Bergstrom, City of Renton Gary Morrison W91I-10 / 1 Ara ,40. r(•tt '"'ee" fEOr..G.t� rLC fw-a-.6.,a cr+r..ae QUOTATION SHEET �-+ ^NF. t' CR h- PUMP 5TA, HiASB I GO. Nam' 3K8TcN. ea � n< � Oa P f n ZD i TRuF'Y � M \y/ x" C"4S�OFN� R = _ -.. Ml TCR+NG VALVE •rO Vac VK F+c, FO V`PORT t AIR kfOff ZZ M\PPtES O c x. VALVE (�■4 RED. Ex� - - �y 4 s . ss "ear.7s i / L<icLGDiiJ�. vC!.wsJ C i • 0 9 --7�/t/oPN6 faK m iQGOKJCI' OYNtKtrt>v 40ACE dLa . �v.`G.. �SILC 0 a ATt I-I o r; i y�CN L-4-Bf Y: fL TTf e P r . [GiCtiv�• CLt%JATICN5 6aKeNl'. ,+S A NNOIQ4 . ' O O IC . Si• niv CµGK MOLTS rvP, N G•Nft�C Pr/HP oa/ PN.4 fE / ld.10 5rz 4. ` ¢XAC Ps' SKG 7z,r it i 1T Z '' �a z " N w ti �9 �I d 6 j 4-Pd- 1\ 0 �._...,� ..�.+'SIR' 5,*4t-7c A �I - � FS GP � 3t��,•5 .- y r �1 VV4-r11l 8CA r1 " Mt orrl a PL1y I X 7c71 a 5c rAa ;!OS120 o►— 5 G%f 17,7� �! v Mp�'J2 J _ � I 1 uener`ao / / i LNLRAL FIlf IRIC SUPPI` LOMPARI Electric '♦ DEPT 0100:4 P O.BOX C-34036 &KAY S.U_N-S,WA 9E112 fr'�Y'`� D•U-N•5 00-I66.M62 COM PAN Y sT coon R»000 rEwEOR Tew ^..FIrtMI EiECnaC COMANY MYWwT wl .. _ ♦cw.www+.wxws.ne w.ww m� IOM MOk. 11 h rROA FOB I � .� . XT :. ..w we �wic� a:� � ♦�r� u..l, ra�c_Tug�'; .., 1 iV:9 L 5370 /'11GPlc -,v /yi?vp i i •ucti�;.�: � INVOICE TOTAL GENERAL ELECTRIC SUPPLY COMPANY C l lr IC OEPT:01003 P.O.80%C;,34M SEArTLEaWA 00124 COM PANT cE CODE RI:o00 vcNoo. coo. _— "DiVIF1QN OF aa1RRAL FiECTRIC COIAANT •tMtwr nwwt --- .. - \<.W.MtM.ww..M NM.t.wW IOM PRO}. NIT 11M ►ROO 33� a�y�dS 33 -SD // /i:_ --- -- - - ---- -- i145L_4 3 5 5 8 tO AiPrlGV,! ELFCT `:a j i9RKDw L`-LEC 7 �O t?OiT _2.�GJ 'ICI h�L✓ SE9lTLc 44f 9R/1.S 98Y0 C.y,Pi�° il'Di5LL7 T m To�+ouwe /�J(c 1 112•'s KVA OISC li [emnad, 5 lemv. rise — I2479T/77(8) to 4PnY/177 2 - 2-4 S Tans Ar 'breal i i S - Le, , et Core Internal nil Ica. :'aml .'xr. kV `witch 2 "OS IN-4T fadial leek ITT 04 E LTG Arrestor 1' rill , 1" ')rain Mal Type Them. LC Gauew Vat. Pn s. Gage n 41rto resa Relief i PmY, Fnr 45L_.15 LU..1 NVTrlj.a_r�-in Sec. CO9 . 59T]�: .L 9�4, 1' )rwy <41bOLisaeaw�t ... <.tw -- - su uwr Cora rou .r o{OYO _t -- INVOICE TOTAL ! w. •,w.. . OUPUCATE INVOICE Genera Ink 's Electric c A.DIMLgM O►DpIwyd KitTIUt GWMAMY •wlYrrwnrrwnr.owaw SOtr CPF1Y JJP 77 m® •.oqp to A4uf+ tLLCTp I! '( 7' ! : P' C , ELLCTn;f ft t r .w.w.. .^ti U•'i. i p^ I I, 1 nno w _ Of{fMR10F W.MTn VMiI NICr 111 1y1 D rYOVIII !1F4ff�17 Ti . N . ' V fr iv p 1 f 114 sI.Noloo• tl I y)NDI,IDNB+LMf`t,IN4 DUPUCATLY 1 IL�t NNwNN�ACiin NF Geflei"c31 Bectri„ A, CiO PA NY ♦yr wrwtrrwm M{f•«,ap 1CTh VM(Y A OIVMgM OF OMIOMI M.lMW OO&AMV N, i • a°w'. llC' T._i_ 1 r' A", 1:.•«.ujC rp {uow wa{nre{ ��Y" oournn w •cr ru {rre a+r I i i I I I 1 i ,:rr vr.{+s,r vvr r. » ....no{no coaninnns ♦r•nr• kc= •o+. n.s{c, u..n •- OUPUCAT!INVOICE 5 WESTERN POWER PRODU(TS, INC. P.O. BOX 579 900 PORTWAV AVE. HOOD RIVER. OREGON 97031 503 366-4581 T W X 469329 � l ocT71E'OAITER"Rb---TA a aS _ _......_ _ _ _ cNO CAE N • •SHIP ULF L- —_- I — --- �II SOLD TO'. SHIP TO' prilm OU pp11NTItY pJANT1TV Pwgt DESCRIPTION UNIT PRICE lIR AMOUNT . ORD040 LHIP'PEn DERE01 NO, l 1 1 i I n I 1„P PK1ct� cx'r. wMROVBD l �F. ACKNOWLEDGEMENT Bectric C&O MP n ervrie�a mww t.�cn¢coru.. 54N NO"STVW V UIVILE CALIFORn3A WU a?32 Nay 28, 19PS (Property Owner) (Prime Contractor) City of Renton R W Scott Construction City Hall Renton 9840 Carr Ad. Renton, WA. Renton, WA. 'lhw €o1:nwLr2 s.nfornatLc . is PrC4jc1W tc lou In anyliNYo with tus haetlniten Med.a»lce Lden la`Ar, Plense ro ass4:td .hat W.e M�tiaA is a r�lui..snert �f state Iaw ant in no way reflects na.jtjw-lp M our valued 'AWta;er's li OURI'Al etanlirg or ,uof 4slcnnl c�llity. 'Vjm am PIOWd to rutlfy ym that ` nera: :C tiupPl, Cotq;:m , A Aiviai"n of GUML41 wl atrit: -04w'y, has boe� a-mrtwi a EeurhunO order °zun; Arrow Electric P 0 Box 2565' Seattle, WA. 98125 tra I:'j=iuh matecialu Anl ule,'tr cal :41pplies for VO jnp=c Ir'=It o> the rust prc.ti'riy idantifird As: Honey Creek SewaV Pump Station Renton, WA. and to notify Am U^,At a lwn could toe clnivid for all uu,h "terialo rielivcrid." 5f_n" e k"zkd_twyar r+rra BeCtfIC UTEAT "aG!LdRUY�� CLOY CF('� 1W 23g55� h1'! i9i NpiK! ORTIFIED AWL }YOYOi C` P[NPx ���B1vA CONTRACT CHANGE ORDER DATE:S-/0-65 PROJECT:�N 30B N st46 O/�/YCRl9�'k S rrk;;� a�:.yt9•i M. I_ oil JOB LOCH ID OWNER: �./rriO�/s»•✓ T0: (CuniFaTj K, p/. �,�o TT /_e��TRi/i rim, CC: (Sarety).Sr_ YOU ARE HEREBY INSTRUCTED TO: erN ke Changes in plans and specifications ❑Execute work as noted below Q as noted below QDelete workas noted below Performl extra wore as noted below mRestore areas as noted below C -1�:.e'.CL�'•'l 7'O LCf>C1 off. ri�'•Ju aIi`T�L U ._ ,��c./� D�EISKCR�IP`TION ANDgOR SKiiCH [� TY UNIT UNIT PRICE I TOTAL 6�-J,7G,'''a�L-�Oe.���Y.G r'.Cn ci'IeRC;ti'trJs) • ,e�04o6Y �(.AC�,/VA41. °-' V _.'@)i MAPLd_yA ry E / L. S. CSC`-- 7•f(7� A:TAL.vC:: •.T sno,r � •mace-6'dlld doer 0�0c..s f •,DG 8 LC7 ' R/�RAI T�6 / L•3. 1. N�FO C> `SIG���•• •AO? �I�11G lA7G41tIVQ R/r iC4v OA.JR / L .5 CC /r.A••� < "'.6c I/'mod / ✓.1/1ln, •ADD O-4rc..r.4lcay5(a•)ph / � .J . 4SC ^ •/IG6 a.•s Av"ei /'sw,n.4,.'rro./ 45 at..ns 0•S .ws+st Aft&L7.. Nwvl.�._rhbu./ 'T- ?00o e' lobo •Al1D_.ae,C,� TGTAC c!A 7FiG n•;9L1 . .[ //ie f'KG1Ci:/vC sr r,/,::T' fL1.Y.•C'ALGj. 444A,Juv 7PV { FOR THE ABOVE DESCRIBED woRK: �, ,� A/aT ❑Submit lump sum cost $ A,*7- , e) o S-Abmit unit price O Record and submit force account cost per _specifications 0 Same unit prices as bid No change in contract price CONT C E ❑Same . C] 2¢ Increase. PROCEED WITH WORK: )1ftPe6 calendar days ID Immediately ❑After receiving owner's -rroval /iC taw ❑At your convenience Recommended by (Ent pp�r -...Date 6•/o-pt Approved By (Owner�} , t„� _.. , Date Agreed to by (Contractor, Date _ i- - HAMMONQ C ASSOCIATES. A TES, INC.S. IN UVINGSTONE s I �••� �•., IL_•^,_• CONSULTING ENGINEERS J� '• •..M M CONTRA CHANGE ORDER DATE: 5-/0 65, rM«se i SCAW44t&t, PROJECT:f/ON6 Y•- Y'+e ,)DO N OWNE t1G Boat itvar.r JOB LOCATION R: -— TO: (Contractor R.N: --ce7 CC: (Surety)�,7- Y':n ARr HEREBY INSTRUCTED TO: ❑Make Changes in plans and specifications ❑Execute work as noted belrw as soted below (]Delete workas noted below or❑Perfm extra work as ncted below ORestore areas as note. below 0 DESCRIPTION AND/OR SKETCH gTY UNIT UNIT PRICE TOTAL 7&h1f'OiCA ,,Y >e.K/•ScoT`j- MAK/.dam /S,! //2 � 7or.4e- Ayr. 6i�s FOR THE ABOVE DESCRIBEU WORK: [] ©Submit lump sum cost S 6h/ '-3 _(increase, beoreaf j. Submit unit price ❑Record and subm+t force account cost per specifications El Same unit prices as bid — ❑No chat,ge in contract price CO T L ON T — Samey ❑ (increase, decrease) calendar dais P C ED WITH WOkn: Immediately ❑After receiving owner's appro ❑At your convenience Recommended by (En ine r - '„cs.,� Date .S-/' Approved By (Owner t- �_Da to ',: 74 S Agreed to by (Contractor) . Date HAMMOND. COLLIER & WADE- LIVING5T0NE i ASSOCIATES, INC. 0' %! CONSULTING ENGINEERS •• O,0 ,N�, � • N,�l„ r„xV•,O,NV, • S' R, W. SCOTT CONSTRUCTION CO. ,;eneml Commaom 2:3-01-RH .S('-0C-.2)1-AW 9840CARRROAD RENTON,WASHINGTON 98055 PHONE 226-445-2 May 7, 1985 City of Renton Attention: Bob Bergstrom 200 Mill Ave. So. Renton, Ka. 98055 Re: Hnne-y Creek Pump Station-Phone I This extra work was required because of a earthslide at the Pump Station site. This work was ordered by Fred Kern of Ha4mond. Collier 6 wade- Livingstone Assoc.. LABOR IHeaith C. Welfare Included) D.Evans-Laborer 16 Hrs. 4$17,25 $276.00 S.Hawkins-Laborer 2 Hrs. @ 34.50 M.Kivley-Laborer 10 firs. @ 17.'5 172.50 M.Hancock-Operator 15 Hrs. @ 21.07 316.05 R.M:'ler-Operator 16 Itrs. 0 21.07 337.12 S.Chapman-Driver 27 Hrs. @ 21.02 567.54 T.Rolf-Driver 3 Hrs. @ 21.02 63.06 J.Scott-Driver 3% Hrs. @ 21.02 73.57 R.Scott-Driver 16 lira. @ N.02 336.32 S.Scott-Driver 14$ Hrs. @ 21.02 304.79 T.Kivley--Foremwi 20 firs. @ 20.75 _415.00 $2,898.45 Payroll Taxes Industrial Ins. 143 Hrs. @ .4657 88.80 $ Medical Aid 143 Hrs. @ .1921 27.47 ti Supplemental Ins. 1.43 tits. @ .0709 ".99 97.06 $1,993.51 20% Profit 6 Overhead on labor 598.70 MATERIALS Sand Bags 600 ea. 'a .37 2-0.00 Rn^k 218.26 Tons @ 4.50 1,180.26 Vit Hun 279.95 Tons 0 2.00 359.90 Dump Fees 2.479.00 18" ADS Coupling 4 ea. 0 10.4: 41.68 18" ADS Pipe so, 7.80 468.00 Corrigated Metal Pipe 60, 6 12.98 778.00 Rand 2 en. @ 7.42 14.84 Gasket 2 ea. @ 19.47 38.94 $4,809.42 15% Profit . Overhead on Materials 676.41 $5,185.81 may 7, 1995 EQUIPMENT Hi.tachi 17 Hra. 0 $94.90 S1,613.30 JD 450 Dover C Hrs. 0 46.75 3T4.00 JD 555 Loader b Hrs. 8 55.25 442.00 Dump Truck (W) 49 Nee. 6 61.95 3,038.5E (Includes leding$ 5% Hra.) Dump Truck C Pup Trailer 6 Hrs. 0 81.8D 490.80 1 Twi Service Truck rq Hrs. 0 12.t:0 54.90 Hat$ 16 Hra. 0 6.25 100.00 Steal Sheet (SX20) 8 Hra. 0 1.00 8.00 S6,1,8.55 15; Profit 6 Overhead on Equipment 917.78 9 7,036.3+ TOTAL FORCE ACCD'JNI Z.•s'—' sad, Sinc�gely� R.W. Scott. PrestdNSt R.W. SCOTT CONSTRUCTION CO. 66 • 64OE '+ S' R W. SCOTT CONSTRUCTION CO. - (;rnerol Coarv:lo+r -S33f77 RN SC-IK'-?29-.NC' 99Q CARR ROAD RENTON.WASHINGTON 98055 PHONE 226-4452 Italy 7, 196!. City of Renton Attention: Rob Bergstrom 200 kill Ave. So. Renton, Wa. 96655 Re: lioney Cree,1 Pump Station--Phase I This extra work was required because of a earthslidc at the Pump Station site. This work ,as ordered by Fred Kern of Hammond. Collier t Wade- '. Livingstone Assoc.. LABOR (Health i Welfare Included) D.Evans-Laboror 16 Hrs, P317.:_'. 3'76.00 %.Hawkins-Labrrer - Hrs. 6 17.25 34.50 1. k.Kivley-Labour 10 [fr- . 0 17, IS 17".50 "Jisncock-Operator 15 Res. P 31.07 316.05 R.killeroperator 16 Hn. • 21.07 137.12 w %.Chapman-Driver 17 ties. 0 21 02 $67.54 T.Rolf-Driver 3 Ilrx. 6 21.0' 63.06 J.Scott-Driver 3% Hrs. ,a n.02 73.57 R.Scott-Driver 16 Hrs. a' .M.0" '136.32 S.Scott-Driver 14ti Hre. 9 '.I1.0' 304.79 v T.KivIcy oreman 20 Hr,. P '0.75 :15.00 +• Payroll Taxes ' Industrial Ins. 143 111-1. 0 .•1657 66,60 ',( $ Medical Aid 143 firs. N .191'I Y7.47 ' % Supplemental ins. 143 lw: h .0209 2.99 _97.04 a 493.31 @ :'C% Profit C Ovvncead on labor 596.7U I PL1tFitl AL:. Sand Rag•. 400 Va. 0 .37 0100 Ruck ;46.16 Tun^, 4.'10 1 ,IRO. t6 Pit Run 279.95 Ton- 0 2.0, 359.9t1 Duap F'ecs ",479.00 18" ADS Coupling 4 re. d 10.4' 41.68 18- ADS Pipe 60, 0 ",.SO 4"6 W Corri Rated mrtal P;pc 6o, 0 11.98 778.00 Rand 2 tit. 0 7 A.' 14,84 gasket ^ ra. M 19.47 .16.94. 54,509.4?. IS% Profit t uver9lrad on Materials 676.41 35,IB5.63 May 7, 1985 EQCI TPMENT 1984 Hitachi Uho7-7 110 HP 17 Herr. 6 $94.90 S1,613.30 1978 JD-460-C P.S. 1990 ;0-555 P.S. 6 Mrs. 6 46.75 .00 I B Ara. f 66.9 442 442.00 1063 mack Dump Truck 16x4) 300 HP 43$ Nrs. R 61. 5 ::,694.83 1960 Mack Dump Truck C Pup Trailer, 300 UP 1070 1 Ton Service Truck 165 HP 8 I1rN. 6 BI.NO 490.P0 19$2 3/4Ton Chew Pick Up t3o HP 44 Mm• • 12. 0 54.90 5 I{rs. 0 10.45 52.:5 Mats Ste.' Sheet (Bx201 16 'lrs. P 6.25 100.00 B Hrs. ! 1.00 8.00 $5.830.08 RLNTAL EOUIPMF'47 IddinSs Truck 0I-66 5% Hra. 0 53.57 294.64 15% profit. % overhead on Equipment Rentn' 44.20 133.48 TOTAL FORCE ACCOUNT $14,491.60 Sincerely, R.N. Scott, Previdrut R.W. SCOTT CONSTMCTION P'i. f R. W. SCOTT CONSTRUCTION CO. Gtnrm!laelmeloo —22J-OI � , :294 P940 CARR ROAD RENTON SSHINGTON 98055 PHONE 226-445' AI-,ril 24,1985 H-mmond,Collier a Made - Livingstone Assoc.Inc. 4010 Stone Way North Seattle,WA 98103 RE: Honey reek Phase I - Schedule "C" ATTN: Fred Kern 3 Dear Fred: At about noon on April 18. 1965 a slide deetreyed the ecology block vall and went into the creek. We have been unable to proceed with the project since that time ether than emeruency creek bypass which was completed April 23,1985. We are requesting a time extenslor commencing with April 19,1985 thru the time the existing s'_uation has been corrected and we are able to once again proceed with the pump station storage well installation. 1 made a visual check of the hillside area above the existing slide at 2:30 P,M. April 23,1985, there is still movement in the overlaying sand. Small areas slid off during the day according to the people installing the bypass. 1 also noticed a slip approximately 30 to 40 feet up the hill on the upstream side of the existing slide. I discussed this with Mr. Scott and we have some serious reservations forthe safety of persons working below if another large mass breaks loose. There is also a question of safety involved regarding the large leaning cedar tree which I feel will ultimatly came down either under thi< project or the Phase II project. Our primary concern is the �safety (of ljour employees. Sinn- ri l/'1fYId hc.mas M divley, superintendent R.W.Scott Construction Co. cc: Mr. Bob Bergstrom - City of Renton TWKlsjc e�rsee se es • ro.Aar,..+.r Seaek+. teypll//17 C4'a11M MmU ('J.w10tM- VO.avVlfb %acme WA9AaJ+ 1.� ♦rr,�«,Y++ aeVa 'Ab e OPP) leostu City of Renton 200 Mill Avenue So. _ 1, , 12y5 Renton, We 9A055 bate NOTICE TO PROPERTY ON'NER_5 Gentlemen: ac are advised that you are the ou ner, or reputed owners, of p•-perty situated at or near the following address: �Hjoney Crreek_Se�age This is to notify you that on the 2r dal of ly . we commenced to deliver materials aWd upplies o. tee, equipment to be used upon the real property and all inipinvements owned or being onstructed by you at the above nddyess. These materials and supplies or rented equipment were ordered by_ _ _ $.W. Scott Construction and consist of� ._._______,__,_,__C;mr:rote C.c are raq:!ired by law to furnish this notice to the owners of all property it, which wl deliver materials and supplies, so they may have notice that in the cent of non-payment of our account, a materialsman's lien may be claimed by us. This notice is not in itself a 0, of lien, nw does It imply in any Way that a lien may be necessary. It is sent only bor aus^ we are r,•quired by statute to do so. Very truly yours, PACIFIC 'NILENATIONAL PIPE. ENGINLFRING, INC. Rt heron Mi tcoell _ f110 SCULL._._..._.._... _ ApNlO(YIP'lt iral9urr�.>rcfvu 'a.+rro.WA 6IJ Nfw I.UeG Nu JW CA 15ANt 4b4rt Owl OP "CONE lyrNrpl Vi.VlEnMt WA ArrnO.r WniAC NotAweGotwwWS Aracwmn Ar.rrtxn Q*twMip�+nxumm ENDING OF FILE FILE TITLE 6 • W' 5COat Lon S ft%14cf:� G v r stoo nalcAte