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Home My WebLink AboutWWP2701432(4) BEGINNING OF FILE FILE TITLE pbas. Lohfl rwcfiph C � rraspnnd� eca Parke r,Sm ich&Fcck,Inc. December 30. 1985 City of Renton 'JAN 2 200 Mill Avenue S. Renton, Washington 98055 Re: R. L. Alia Company Project: Ronev Creek Sever Project Phase 11 Atlas Assurance Company of America 297269 Gentlemen: This letter is to advise you that the above Broad Form Perils coverage has expired at 12:01 AM Standard Time on December , 1985, and was not extended past that time. If you should have any questions re P.arding this coverage, please contact our office. Sincerely, PARKER, SMITH 6 FE.EK, INC. --1 ,,,regory f Walsh ltg cc: R. I.^ Alia Company 9215 Martin Luther King Jr. Wav S. Seattle, Washington 98119 PHONE CALL DATE A n^ � ttf EPlMWEO Call PLEASE CAu CRAM ova t�F RF � •yT PUBLIC WORKS DEPARTMENT QNP DESIGN/UTILITY ENGINEERING 21526JI ZC}, i >g MUNICIPAL BUILDING 300 MILL AVE.SO PENTON,WASH SW55 q e P .Ito SEPtt` BARBARA Y. SHINPOCH MAYOR December 10. 1985 Fred Kern HAMMOND COLLIER 8 MADE 4010 Stone Way N. Seattle WA 98103 Gentlemen: Regarding the letter you sent to me from Alia, I feel I must take exception to your conclusion. You and Mr. Alia seem to be overlooking the point that the original work done was substandard and the proposed overlay should not be a factor. The patch work from Sunset to the north, is not even, cou:airs numerous hills and valleys and ]:es not have a neat edge as required by the specifications. One of the manhole castings is severely off grade and should be adjusted to grade by the contractor, at his expense, since it was not done properly in the first place. This work may have been approved per your letter, but I feel the City is being charged twice for work that was not done properly the first time. Very truly yours, David R. Tibbot, Project Engineer :mf HAMMOND.COLLIER A WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS 19431 9S5—42 YEARS Of 0010rESSIONAL SERVICE ycM[a y,,,r.•xq Pt 6010 STpNE WAv N 1. wtu.vr cp.t[A.[ SEATTLE..Sµ TON"!O)6 -+ [Pun Pt• .l.wit+.I aCM61On rt a ..rrA a.tt r[ TCL[P•+UNE I20616)3]664 aa.yt•v*6a•ox P[ IlODS62.7TOT Iw.a 1,1.•1 a.luti 6 yaN,.A rt rP[6taK.a 4s Pa [.RrrarivP r[ PO BOS 2961 Ntu.yur.o rr 102 SOUTH MKvAO STREET a~ ro.0[M•.ub rt WENATCHEE WASHIN,Tof S 1 •,' lJ t[L[PHONE 15 1662 1162 December 6, 1985 ^rC 9 1985 Mr. Dave Tibbot City of Renton Public Works 200 Mill Avenue South Renton, Washington 98055 Dear Dave: Enclosed are copies of letters from and to Rick Alia regarding patching and restoration of traffic markings-loops. I'll call you when Rick advises he's ready. As discussed, please ask Paul to come out and review the detector splicing or other procedures as I'm not familiar with this specialized wo•k. Thank you. Sincerely, Fred Kern FK/rtf Enclosures nw•ro �v.rnt ❑wwcHu SCHEDULE Of PRICES lsoce. u-uc priors for all item, ",I extvnsiY NJ total aaow t of .dad Must he sham. Snow unit praces in Dote rords an, flqur•s sad where cnuftuc occurs the written or typed wards shall Drovul.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. .QUANTITY Uuc Drlces to be written an words DOLLARS CTS. DOLLARS CTS. Ll � 3 [.f. �zE�wnE �O A !2� p(AST/G YF�cor,J, E ,yu TTO AJ (0N c fw r[,c L ledfl le G7 YEGLOGeJ �R/NTEA/NFi �?o6r a! OoYotf cfrtf/t !_L I1AJ43.2 ]u rT 0/t./ LNw( G/4�SIAwa,Md O O r- O /,uPUCTia,y Loo/ Oh�tGYd.t'S � �85 Gf. (y_�'.L'cwv� - nrwrtwcts� So � fAucuT s 1017 / GrPoxy 3vu�� Kir,f - �P 3 �A• (GN'Slo oor Rl�w�vt� �� _ — -ari�� a513 rr 1 HAMMOND.COLLIER d W ADC—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS I PAa 196S—42 YEAR$OF PROFESSIONAL St%. E Gt{ylt.tiurrMq rt AOIOSTONF WAYN 1N SEATTLEWAP GTON 961036 wvco[yuu rva a ♦(VIaSR r! .[MM1[.n1[PM6q.r�• •..a[ra 1FLCPNON[1106163I.3664 [w6+vn aivd[..a 6 5021101 IWAF.ONIn rNOAu 6.\wxA n SOT2967 303 SOUTH MISSION ST RFFi N,A0.6[rAr YA,q r[ WFNATG W/.S, TON Mwws TELEFgNF 4"16631162 December 6, 1985 R. L. Alia Company - P GenEral Contractors 9215 Empire Way South Seattle, Washington 98118 F.e: City of Renton Honey CreEk Phase 2 - Construction Contract Dear Rick: Please proceed to correct the patches you mentioned in your letter of December 3, 1985. Advise us a day ahead so we can inspect the work. We will recom- mend Lhat the City approve payment for the entire 50 s.y. at the unit price of $40/S.Y. We still need to lamp and check manholes in this area; so when you are ready to prepare for paving and have flagmen, Dale Erdahl and I want to inspect and lamp the sewer in this location. Regardirg adjustment of manholes, we will recommend payment for any directed by the City to be adjusted. We will discuss any adjustments with Dave Tibbot and advise you. From my view, frame adjustments are more realistically done later under the R.W. Scott contract. Pave over of any frames that are low is probably best for your work. Again, this will be confirmed at the time you are doing paving. As I understand the situation, the traffic loop detectors and some button markings are to be reinstalled in area where repatching is not necessary. Therefore, this work can be done irrnediately. We will recommend to the City that this work be based on a time and materials basis per your unit prices. Bob indicated to me that he recognizes an obligation by the City to be fair in not making you do any work outside the scope of the contract; so, I see IIo problem in proceeding with assurance that you will be treated fairly. Sincerely, Frederick G.Kern FGK/rtf cc: Mr. Dave Tibbot City of Renton Public Works Dept. ask HAMMOND,COLLIER&WADE—LNINGSTONE ASSOCIATES.INC. COM:UITNG ENGMC.RS I 1943 1965—42 Y"RS Or•RMSSIOr'AL SER a ICE uO,fi,n+wp,L.r IU)V STONE RAY r,O SEA] Ew69.wrC]ON 991OJ cramp „a1C POr,u.a, Rl[nFONE 12f161632L266E RNIC[•NRO,TpR na t eGDSR3.]101 f V.x OM1t.I ,RpRc,c RR.n, w� . . JOI SOUrN rwSION Si�E[T ,0.0,,..w,rb.e w[N6T�NEC MA&MY('TON♦19pI lE.[PrgAF 'SOS'H] 162 December 6, 1985 P L. Alia romnany aener,l Contractors 9215 dmpire Way South Seat `e, Washington 96118 Re: City of Renton Honey Creek Phase 2 - Construction Contract Dear Rick: Please proceed to correct the patches you mentioned in your letter of December 3, 1985. Advise us a day ahead so we can inspect the work. We will recom. mend that the City approve nayment for the entire 50 s.y. at the unit price of E40/S.Y. We still need tj lamp and check manholes in this area; so when you are ready to prepare for pavll,y and have flagmen, Dale Erdahl and I want to inspect and lamp the sewer in thic location. Regarding adjustment of manholes, we will recommend payment for any directed by the city to be adjusted. We will discuss any adjustments with Dave Tibbot and advise you. From my view, frame adjustments are more realistically done later under the R.W. Scott contract. Pav,, over of any frames that are low is probably best for your work. Again, this will be confirmed at the time you are doing paving. As I understand the situation, the traffic loop detectors and some button markings are to be reinstalled in area where repatehing is not necessary. Thc,efore, this work can be done immediately. We will recommend to the City that this work be based on a time and materials basis per your urit prices. Bob indicated to me that he recognizes an obligaticn by the City to be fair in not nuking you do any work outside the scope of the contract; so, I see no problem in proceeding with assurance that you will be treated fairly. Sincerely, Frederick G.Kern FGK/rtf cc: Mr. Dave Tibbot City of Renton Public Works Dept. MAMMONO,COLLIER•91AOE—LI VINGSTONE ASSOCIATES.INC COftSULTNC[NGNEERS � 1941 I"S—42 Y[AwS OF IrOFEL&ONA,S[RV` f A 109TOE4 WAY 40I1M '4.(O 4.LYl rl• +rrcwata ra StAYTI[.WA94u.WTOw M,Oa 9090 •4.rit,.i an.nml..,y ••�r(x rE TKEA„ON[noel a 3a1A 4xK(�nx.E\.O,[.4 I b0O:16]l](1'l lW rh\YVl 1 .MQ YL mill..f 4.arx,W4crr r, •O 90x l96Y r.arx.a:K,., xV 94u+.,4ussroN sTR[Sr •wun4 a wxo•4 WERAK.KE.WA9FxKiTON 99p1 �4EhghE.,"3 63 n63 December b, 1985 Mr. Alan Collins 3414 NE 170 Place Renton, WA Re: Honey Creek Sewer Eas"rit Dear Mr, Collins: Property owners abutting Honey Creek who granted easements for the sewer and access road were allowed to keep the timber cut on the subject prop- erties. To facilitate easy utilization of the wood the City's designer HOWL elected to provide fire wood in easily used cut-up lengths as apposed to dro--'ng logs at individual properties. This provision was made by setting up a reasonable quantity of fire wood rounds in the construction document with the interceptor sewer contractor, R.L. Alia Company. Techni- cally the property owners obligation was to specifically mark identify trees they wished to have delivered or set aside. In fact, the trees were not marked. The City through HOWL as project designer and construction management agents, therefore set some reasonable criteria for timber firewood supply. In lieu of dropping large logs at the premises, neatly cut rounds were delivered to the residences. The cost to the Lity for cutting timber rounds was substantially more than delivering large logs. In reviewing the easement provisions, we believe the City has complied with the terms of the agreement. See specific condition of the easement. Extract of same noted below. 1. Grantors, for a period of Ten (10) years from the date hereut retain the right to the merchantable timber within the area of the Easements granted hereby; provided grantors shall effect no wood cuttin3 or work within the area of the easements granted hereby during the period of construction thereon of Honey Creek Sewer Line. It is understood that Grantee does not hereby warrant or assure the legality of cutting and removal of merchantable timber from the afore described easement. areas. A. The right to such merchantable timber shall be exercised by Grantors in the following manner: Trees to be cut and wn..o OEury .]xtFr.OW4 Mr. Alan Collins December 6, 19SS Page 2 removed from the areas of the easements shall be marked by the Grantors, and Grantee timely notified of such marking, The Grantee shall thereafter effect the cutting of such marked timber and deliver the same to Grantors in the area of the location of their premises on Grantors' property contiguous to the easements hereby granted. By your records you have received 6 cords of wood cut into rounds. As you mentioned the total quantity you believe to be due you is 15 cords. Terms of the Con%' , n n.. � e a,.. ., u. • 0 , o, ir,g yer tc be Comp'e.eQ 1.1.. , ro offlp" in the meantime you nay wish to specifically state your request for additional firewood and the basis for same in a letter to the Pablic Works Department, Attention Mr, Robert E. Bergstrom, As i mentioned, Bob is due to return from vacatian about n,ld-December, Sincerely, Fredr fck G. Kern, P.F. FGK;?kj cc: - Bob Bergstrom W12-03 u«ou omou«o un unu is Company j to ompan y A,*70 GENERAL CClNTR^CTr)RS \_ _ 9215 EMPIRE Wa,v SOUTH ■GTTIE.WAS MIN OTON )OI la �� December 3, 1905 Hammord, Collier S Wade 4010 Stone Way N Seattle, WA 9R1n3 9 1�85 Re: Money Creek Phase II DEC Pavement replacement and traffic marks Dear Fred, The removal ane replacement of the trench patch from MH 4 1 to 701 to the south seems odd. The patch is class 0 over a compacted rock base and since the entire rroadHay is to be overlayed soon, there are no problems that are apparent to this firm. However, for some reason, your people feel that this 60 LF of patch is incapable of being overlayed. Also there is an existing trench patch adjacent the sewer trench patch to the east which is showing evidence of poor foundation by the existence of alligator cracks and subsidance. This firm has been asked to j ve a price on simultaneous removal and replacement of this existing patch with the trench patch ad- jacent. This work entails equipment move in, excavation, traffic control, base materials and asphalt. The area you refer to as an existing problem totals 5Q_ SY by our calcualtion, A price of S 46 - per SY is submitted for this additional work. The remedial work on our trench, area will be performed in conjun_tion, depending on traffic patterns. Any existing casting adjustments if so desired, would be brought to thf. new grade at the price of $ 17S.00 per each. Permanent traffic control devices would seem proper after the new overlay of Union Ave, but according to your request, you would like them installed before, on our contract. There issome hesitation in our agreement to perform this work. The thermo plastic %walk was cut through only 71 wide for our trench. The request calls for an entire new %walk, yet from that portion of the )(walk that remians, it is clear to see it has been badly worn out and in need of re- placement long before our work took place. Also the new overlay will cover it. The 10 each yellow buttons are to be installed in an area where only 3 or 4 buttons existed before we began our work. This is per our site inspection report. Please consult the pre-con Photos. The detector loop system is a system that the City of 'enton would know all about but without mention of it in the specs or bid Items, or by showing it on the plans or by somehow passing this in- CONTRACTORS LICENSE NOMSER R4 L4--XG2KP page 2 formation to us as a contractor, it is not evident to us to consider, and it seems that if those who knew about their existence and work- ings did not make note of them for the benefit of those who didn't know them then the responsibility for replacement should not he Pushed onto those at the disadvantaged position to begin with. Looking bark on Honey Creck Phase I, when the new asphalt was placed through the areas of existing traffic markings, the City of Renton asked us as the contractor to only temporarily stripe the markings as the City forces do their own traffic markings. With this precedent in mind, this firm assumed the City of Renton's policy. At the precon meeting for Honey Creek II. Bob Bergstrom mentioned that when we cut through the traffic loops on Sunset and Union to let him know and he would take care of them. This was our first awareness to the existence of the loops, While I do not contend to know exactly Bob's meaning behind that statement, based on the thoughts mentioned, I did not feel this firm would later be asked to take care of it without consideration. While not trying to get out of our work, I do feel some consideration is due this firm based on the existing state of these facilities, the lack of mention of the loops in particular on the plans or specs, the precedent on Honey Creek Phase I where the City's policy of in-house traffic marking, and the mention of who would take care of the loops at the :econ meeting. The fact that next spring and overlay of Union Ave to Sunset's north margin must also come into play and consideration. I am sending back a copy of the items for traffic markings with prices attached for your review and advisement. Thank VqnL R L A is L 8 I _ Richard, L A a, President HAMMOND.COLLIER 0 WADE— LIVINGSTONE ASSOCIATES.INC CONSULTING ENGINEERS Ip494 pS5 -42 YEARS OF'ROFESSIONAL SERVICE GlG[P[Ir 1J,rMJac•r 4010STONE W,[v NORTM Wµ0[IIpK I.a SEATTLE INONE 1G 1 32 ". •[wTw♦lOw¢,ON n.a w IMP[r[ TELEF,gN[120616)).2N4 Nu[14mg1tpA.[ 18J0!162'ITOIIM[[w(1r..1 MMNL P x144A n[ YNPPIKII P a[11K.1 n Pm+r[cw6 q PO pp6 2p61 * Mt1n<.f+NP nr %1250UTN MISSIONSTWE• .u[wu[urN.[P r[ WENATCHEE MASMINTON "WI TELEMMONE["16621762 November 27, 19E5 Mr. Robert Bergstrom, Engineering Supervisor Public Works Department Municipal Building 200 Mill Avenue South Renton, WA 98055 Dear Bob: Enclosed are statements for Amendment No. 4 construction period monitoring services. As noted in my letter of October 30, 1985 the Amendment No. 4 scope of services was based on completion of all construction monitoring by October 31, 1985. Due to various circumstances Phase I and Phase III projects will not be completed until favorable weather permits paving and pump station finish-up. The Amendment Nu. 4 billing submitted includes work in November. Authorization for additional monitoring charges are requested to complete time to time observations of paving, pump station installation, electrical service ana adjust for other out of sequence construction monitoring completed to-date. Sincerely, j.,1 Frederick G. Kern, P.E. FGK:jkg Encl. W11-65 R nn.ro O w-+�[ ❑wwrc.n • � u«oeaaaau«R mrunn Z. Aha Company f CO.C."A MAYOR,RANTA1. O CN6 "P C fa CONTRATU6 9 Tt CMPIgL WAY tOLrN HGTTl6,WAtHINOTON 9811a �2041 7]]4900 ,.low November 18, 1985 Hammot Collier 6 Made Seat Stone one May N Seattle, NA 98103 / �,y tt-wc P4ktar,C Re: Honey Creek Phase It ��'� ,� "� ( F�+e L.,, j -csw_ TV Monitoring i , Dear Fred, I talked to Don Lauginger(?) after our meeting. I told him of the situation. He said he had a comer : to fit and work, but he had to check with his camera manufacture- to see if he would have aTy problems. He called me back on 11/14/85 and told me he could not do the job because he could not get enough light to get a picture of a I?" Pipe. He could only light up pipe to 8" maximum in size. I am out of people to try. Could you give me any r,Pre leads? Thank you, R L Ali& Company 411 hard L Alto, President CONTRACTORS UCtN■t NUNttR Rl-AL-1••1altP r- ,e • �ir/.0 C�H2HQIf`t/1S HAMMOND,COLLIER 6 WADE—L.IVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS 16431INIS—42 YEARS OF•ROFESS�ONA.SERVICE rot a.wF.o-o.ra t 10!17ON[wA•NOa'. Rrtpun rt SEA^.E wA$wNGipN 96 01hW gwa..L aom-c«rla a aaM r[ TELIA, .2O61612 266A wattLrv.gWPt at 1 5627' 7MAi..Jh.. au.Rr.�o.O„A.A ra ,atotRca 6 a[w.ra [.car0tcraw r[ ao WU 2M7 K.a,.r.t•aV rt ]O2 5041TY Yb§qN STREET .uaCt69wa11tIOH "E TCwE[.wAW, TON 6 , '. L.-EAF/I„ONE 1"1"21762 t„ 4 /� I November 27, 1985 Mr. Allen Collins >:14 ME 17th Plare Renton, WA Re: Honey Creek Sewer Easement Dear Mr. Collins: Property owners abutting Honey Creek who granted easements for, the sewer and access road were allowed to keep the timber cut on the subject prop- erties. To facilitate t *y utilization of the wood the City's designer HOWL elected to provide 'ire wood in easily used cut-up lengths as opposed to dropping logs at individual properties. This provision was made by setting up a reasonable quantity of fire wood rounds in the construction document with the interceptor sewer contractor, R.L. Alia Company. Techni- cally the property owners obligation was to specifically mark ider•tify trees they wished to have delivered or set aside. In fact, the trees were not marked. The City through HCWL as project designer and construction management agents, therefore set some reasonable criteria for timber firewood supply. In lieu of dropping large logs at the premises, reatly cut rounds were delivered to the residences. The cost to the City fur cutting timber rounds was substantially more than delivering large logs. In reviewing the easement provisions, we believe the Lity has complied with the terms of the agreement. See specific condition of the easement. 1. Grantors, for a period of Ten (10) years from the date hereof retain the right to the merchantable timber within the area of the Easements granted hereby; provided grantors shall effect no wood cutting or work within the area of the easements granted hereby during the period of construction thereon of Honey Creek Sewer Line. It is understood that Grantee does not hereby warrant or assure the legality of cutting and removal of merchantable timber from the afore described easement areas. A. The right to such merchantable timber shall be exercised Ly Grantors In the following —innere Trees to be cut and +tn.ro ❑w�n.e ❑+avTtRaa Mr. Alien Collins November 27, 1985 Page 2 removed from the areas of the easements shall be marked by the Grantors, and Grantee timely notified of such marking. The Grantee shall thereafter effect the cutting of such marked timber and deliver the same to Grantors in the area of the bcation of their premises on Grantors' property contiguous to the easements hereby granted. 6y your records you have received 5 cords of wood cut into rounds. As you mentioned the total quantity you believe to be due you is 1S cords. [ will discuss this request and adoise you of the Cities position on any further supply. Sincerely, Frederick G. Kern, P.E. fv1 ;,kj W12-03 :C-� � �i //.•Esc 15��.+L.. - �� Cixt.L'tsuu.i•. a!!K//l- ��-�.. �t-a /x.�Zo-a<.� G,Gt.�Ci� BGf �% �s•4�-y.c-/�. .;?�st'�-G.�..+�:<� .as-GuY�s✓ , G ,jb�.eQ JGl�xif7K{l/tr � t+t.�yl/ f�< 256 at /4p 3e NON?IfL . moo, a: a `;.!J :,• . _ e Gar aioY/er.- �,c rir_ ;..<,C'e e < . .c �17�ls Trvww ra/!i/IT CONTRACTOR/SUBCON'I CTOR r MONTHLY MANPWER UTILIZATION REPORT REPORTING PERIOD ♦ . Month: De r Year: ?..S- Tu be submitted to the City's Project er Goals and Timetables OS committed Engineer during the 1st week of following �' N J� in Contractor's Affirmative month while contract is in progress. Prime Action Plan t :untractor is responsible for obtaining and ubmitting all Subcon"rctor Rewrts. or per City's Plan 9.1 t lo: IIYea W lecettat of i rot: IMar W Isen lma of owlraeter [,ry 41.o.r asca Awe) fa�t.1 F l 7ou •m.,., Aea-S. {�Jw Pl-S.: 97/S M, G w'w4 hr'ty s 'this report is required by Executive r er I124 ectlon 0 el utt to report can result in sanctions which include suspension, termination, cancellations or dehanent of unt Tact. I j• etw- Total tal work Hcurs of Employment (See rootrot,) tiny ^What ueoer cf of Cla+el e• C. • • Y,T of mlmrit to pby. f3ca- H1m- er. al lan/ total total Company-a Heat (I.v.I grade Clone Tote Black sole nd Ln hetrle c.. Fap1oY- see p rslYlp iiae MrT ef0 ` C 7.Ap r w •a Tr 3AD n Tr auk 20 i or. a Tr AD 1'r C A T C AD Tr An Tr Tr Tr 7 CcapanY Official • yn• urs en a Imte Slaneo 9 T. ephone humwer i7.-._ r,. A.`. ___ '. (Inolade Area Code) V•Y•MT - r gv So(i� :- Y900 11/77 ('Males L Females, "Minorities c Non-minorities) ` f,,a�mittal Requirements 6 ritY''0 Cos h/Timetables) Page —i_— or _. CONTRACTOR/SUSCONT TOR MONTHLY NAMPONiR UTILIZATION REPORT in V�� REPORTING PERI00 submitted to the Ci Month: Nov. Year: JS- En W s Project e monthwh during the lac wek of folloviny Goals and Tiamtabl rogrers. Pt1 es as nth uhi le contract is in l� in Contractor's Afcommitted Nntrar•tor is res for �� 'rction Plan fltmst ponaib:e for obtaining aN s mi Li n�L all Suborn actor Re rta _ --�— To: (WM aN locatla of or Per City's Plan 9.1 `a Ca�llu,se aaAer Yq.. �- �ry rs' R'Mw From'. laaw aaa IwMlw of atasewaw -ee.n.,., ✓. rear-r 9air �. t. < This report s require Sser�cs, w/a towf q y Execuuvt r er 1.06, ecuon dS. allure to report can result In sanctions which include suspension, tetTninat ion, cancellations or repodebart of contract, a• S. Pori Heure of Em m1M- Total otal Ploymant (Sad footnote) city nuwto, yobs, claaal a. • c. . . cr ComPwv'B Hama (1.P,I Trade r1n- Hle- er, naleN .oral total, minorib EmYby. [Iona Tots Block Panic Mlan Peeinc Pe. BmPloy- eaa Ta]end .al< vA ees 1 f'p i• „nyrOM"� Tr Tr n/o /fit fy✓i+1` T"'yr'/ Tr f ER ro0 Tr f A Tr C Tr C. 1 DE 2 r 7, ..,any official's Tr / M Yre N. a Date $lgnec 9. M ,ber -^ /-- � �r°w• ,�� .} �. /r. (Includ1-clude Araraa Coda) .3ep� Jil- ✓/de (ev' 11/77 (•Malea G Ymgales, "Minorities c Non-minorities) 7/80 ISubmittal Requirements t: CitY's Goa le/Timetables) Page ( of N AMMOND.COLLIER d WADE—LIVINGSTONE ASSOCIATES,INC. CONSULTIN}ENGINEERS '9e5 1"S—AZ vEARS a P00"281ONAL SERVICE Rteael•wwylyp•[ AOIO STONE*AT tldlTn aaw�.cu.ww.s SEATTLC wAEHINGTON MfO]aOpp �4[o laMn..a .4i.1 ryKR.[ TLLERMONE lE�l .avY•�.0.0`C4..a MVCf Lnnya,pLL.[ w]]3EeA :uMOKL n.Rwa..r l aOD%3-7 TC`IwAEM Iwnawc.n+eRa.r tawAr�e= nt •0 bo: 19t> M[La.A.aTAa.l b3SOVTw un15 I n T •Wnt ur.unC.( wEwr<wcc wAawNGTON E9enl TELE.r10NE November 18, 1985 a � Mr. Bob Bergstrom 0 198,Engineering Supervisor City of Renton 200 Mill Avenue South Renton, NA 98055 dear Bob: The Honey Creek interceptor work is nearly finished; and, I believe a brief summary of performance expectations shouldoe documented. Pcrhaps you will want to pass a copy of this letter on to Gary and others involved with maintenance. Som< discussions with residents along the creek easement route may be a consideration too related to this subject. 1) Creek The creek watershed has many slip planes which have contributed tcc continuous slumps over the years as the creek works back and forth between the banks. Slippage and problems in the creek will continue to occur unrelated to work we've accomplished. Additionally, because of bridge structures and road embankment, changes in slumping areas should be anticipated. For c,ample debris stacking against bridges will create washouts and come changes in stream bank cutting. The road will tend to confine very high stream flows and cause stream cutting on the opposite Dank as well as the roadway embankment. 2) Interceptor within Stream The interceptor Pipe is protected by crushed bedding, heavy fractured scour rock and spawning gravels. The rock sizing is designed to Protect the interceptor. Even with heavy rock some creek bed erosion will occur. 3) Interceptor in Road To maintain as close to a natural environment as possible, Fisheries person. nel requested that road side slbpes abutting the creek not be hardened with scour rock. Some road side slope areas were hardened modestly adjacent to the channel where first storm experience indicated scour would be a definite Problem. Road zone washouts have always been considered as probable and the design did not try to provide a continuous lined channel. Therefore, maintenance personnel should be prepared for road washout contingency Particularly as it affects the pipe embankment protection. 4) Maintenance Operations Monitoring and Recommends ions Meekly and or following each major storm an inspection walk of the creek roadway and upper creek is suggested. Specific notations relative to location of any erosion bank slumps should be recorded. Locations can be referenced on mylar copies of the as-builts. The continuous welded pipe was subjected to a higher than normal air pressure test (up to 40 psi). The Pipe line is tight and secure. Nevertheless,there is always the slam possibility of the poly pipe developing a hole or leak. Tracking down a leak,as in any pipe,would entail some type of T.V. or camera operation. Dan Lauinger is a specialist in pipe line pigging and also has specialized equipment that may be useful to monitor the pipe if any leakage is detected. Dan's phone number in Oregon has been given to Gary Morrison, 1-503-678-1817. 5) contractor Warranty The contractor will have only limited warranty responsibility for roadway and bank stability features because of historical creek watershed instabil- ity. For the most part after final project acceptance in December the public works department should anticipate that all roadway washout and hill slump work restoration is a city responsibility. This is just a quick run-through of my thoughts. Please encourage Gary and others to give me a call should they have specific questions related to any features, operations, etc. Sincerely, '�/[t.'e, . Frederick G. Kern, P.E. FGK:jkg M11-111 ro a ♦ Att /. a IY CONTRACTOR/SUSCONT ROTOR .\ �J REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT t Month. Year: Y.Pr To W submitted to the Caty's Project Goals and Timetables as committed [ngineer during the ist Weak of following �, in Contractor s Affirmative nth While contract is in progress. Prism Action Plan Contractor is responsible for obtaining and submitting all Sutkccniractyr lw rt. or per City's Plan 9.1 _\ To: lames W Iseattw of ampllaeee wawa. Fa v ta^ 1 Flom: tow see tweet" of eealr•eaw) Cry •F xoo .n„. wve s R z A.•+ .n•wwa•" 92re wf.t Ae S �eMIcF wa ♦/w/ This report is require y Execuu raer 1. 6, Section 20 at ure to report cart result in sanctions which include suspension, termination, cancellations or debarment of contract. •Ina- Total tat Work Hour• or Eeployunt (9a• roo'egt•1 rity nueber ukwbr r la•H •• <. • • �/h or °r or elront e.pnr. Nu- ar. Aa tan/ .awl Compatg.'e A'we (LC.1 Tr•tl• tier• tot• Nl•cY anlc n•t:•n Mlrlrf rr. total Peploy ese G LLna -ur v_'n ee• AD •4 i F'/ i ? 1 Tr 'fk4 JS 7 AD v Tr Tr yaa[ La ,7, 7i0 1 Z CY,.Yi AD O A'. TI Tr Ir L tO°' .y 16 e+Jk :ot /n_,. Tr aaparyr oia • na ur• en • hate atarre 9. Te eplwfe A„ea•r � � + ,e,� __ f lnalua• Ana Co..el tev. 1;/77 (-MAIea t Females, ••Minorities c Non-minorities) 1/80 (Submittal Requirements 6 City's Goats/Timetables) Page ,_ of OF 84, � 4T x PUBLIC WORKS DEPARTMENT DESIGN/UTII.ITY ENGINEERING 0 Z35-2631 >R MUNICIPAL BUILDING 200 MILL AVE.SO. RENION,WASH.SZnb b Ep �rEU SEe�E� BARBARA Y. SHINPOCH MAYOR October 17, 1985 Hammond, Collier, Wade b Livingston 4010 Stone Way North Seattle, WA 98104 Attention: fired Kern Subject: Honey Creek Professional Services Dear Fred, This letter is to confirm in writing verbal directions to your firm to perform authorized work in addition to the Professional Service Contract Amendment Y3 scope. The expanded work tasks include: 1. Additional required work per DOE Directors. 2. Additional required work per City Maintenance Directors. 3. Additional required wor4 to respond to the pool) station site and emergency repairs per Department of Fisheries Directors. lhank YUu. Bob BenTtrom Engineering Supervisor BB:jw �l ico. - 411 _ 7/ , �.'7Pso�/S"=;�r.,p.�_ s�70�.S c- ' � t / •S-� ! a1'jp.�� _ 1�033 11 , ti.X�O Go�7�i ifao iTLPL t•� O r'/dod/A / 236 2/703c� II 1"14 34/FS 17 6/ie� bs 73SS 77 73six7 16 /OioZ =J ' 3/a(6/8i�- 724 337 0 733721 " V/ o/Sr bV1.0 fs S 77/ Y�K?5� �oti76S�» =e21 /..;,.,- �...,;'� ■ s1,2:�?e nr fr<�/ lr /` �S3 /'ak7,3g l/i4/R< 3/j/8�S- 33/�7573 E.Yn7!. o?o/Pe /095747 /O?�7-f7,: ., y, ..t X/L C c- 40 ,e �� i /Nett/ � qoa /no�v.e c Wo�c.0 /CE�Wii�EG fo-< .4e/sr- J.?c>7i/C.S 1 Q12G -' c e16Kntw /Va�CK AEG d/,CCD sa�f/S. /ra2GG � Ate�+r r. l�aeY6ae�y.CNs.�e S• � 7-M& P s Sc r�a PEED/ !J PEcGc,a fit/ •N F/C/L /�/CS ICGtccwrlalf J4rr.It.�C �G,t/CL'�',/.tA//^ G'o�✓5/Ruc77o�./ c� t�6Se 1 s�NCsr/cE� }' Fs'.�IE ll K/i.[K `d 1 w /CC<u[T 6 f/SCCTfvCtY �/O/rO.t/7;VJOP /,V�iEG770r,/ I^✓G�I,'E E-Fi-E�F7tL^SiCY. /efO�rGED ra ,�0;6 cv.s✓c�vG.y, T.irir ✓s P,v�IC`/ sc,NcrucCC •d, G, C Cor�LD ,�/aTCG° ,d�Coyrc/swse� to/✓eue��vrc.y. tsar c,t,vbr� � s�,cr/ct �rr,voec , auc° rn �OLGlrro.✓/L ttc.�y of f�svf,r. ..r!ue- '.'cat.�eE o` cs.J x/:caret ra EXrgvur-,& Tao i.rn��WWr .♦ f� �} iOµ • I Ymr!YP M'W.%`y C• a 1 ` OY CUi � �� •rw.m YMr aul�NitlrO...�M -�— ' � y. J !1. ,(�,. ups Y l Wr....iw•.4 Y."Yw 1nWW.r ,C.^\ �tl�%.^.y- ♦ � ter.... A. tb � �;l�•/ �r' tlW i�i2) -"e C9VW^N.vMwf �.Y�`�. � +IVWT � _ ♦ -I1 ♦ ym\�� +h mM ♦ SE 117N ..xa .v.v�.,M �t� ....ax i�r.aat i�'."""t'�11. Al GENERAL NOTES —2—.ems . r w'♦�`a."s.W"�wiw:Y:(.T.w�.i.i ii.�.awrn � ao — r�•./..'M. f:M 1.N Y 1pwp...l.N♦M1 •1..y.�M1r W j!M 4 Y�N•ro-a 9M• ••-. .. ..l atmv +hrc• s<ea^ rWa- .uf:' .!r«» :M{a' .Mq- �M1iv r 4 N r vM1. - •� �+.'f lk YI W W f ImY W. !Y Wyn.♦141M1 r M Tf � ; 1 y, _ Alm r.M PM 1:. rlrM .Yh•N.r.iN IiW .M�..O. n .♦ -... , AN ♦ y t.w M M Yw Wr. N.. i.i�w M�Y _ Ix � ' . {gym' Y W 4 YN bW M.T1i.m1 1.IWIR!.w _�•�'. ��'_ .. .YI. .rWwMilWr a�%M ♦Waq...o>YN! .., y.{- .....r...... . S .rou, w lW..!.W pllW! .♦b a. WYM N 6waieeYs rt ALI, .a N !.. qM NY M.I•.Y e• 1 .mi.-. � Ir •,•. .,y ! 'r.•a mp"t v a. :.•.j '!e _f xO'... { \.0 t\\. %m\a ti I ! •_._ .hilt. _... !L' !_1�' ap r• o.aex -T- Tr IX'S DPAWIX HAS HiM i�• vllOrla.6 Lou 10 Ram ItVAJ n "¢ j . CITY Or PENTON �.o -m. l .'• lo'vsr} h�� mou.0 r. ar r�VNAm..e nm..•'+*^' NONST CREEK - SS ! PWP STATION TO STA. A7•00 4 _ l{/'1�� CI S� rL+a[R-f �h�q�a�i \\� \ l\♦ Vj'. .. -'•x\ lfT NW01114N•rnaa r�� \' ' 07( �.../ l��" .al iw.. OFr.[ wf Nt vt+0u )•N 1.\ • '•�' .0 /�� ti 1 i a'r a�q.t• .+ie.ra ,� 'IYx, �' �';it' 'dt1° •wm q..w witty n�tv ,wai nr,\w ' M •+o•. un• c•D,D •t g ��reoraeeD sawie ---� Ikv rV Y51 _ ~ • _ y " r ' ♦ I \'N [ ii' a\MrtMT a[w\.. t t0.. To cal •o •a 119S NL1W 1Y1, 4i:q't] oK0[i4E F JR. IC 1tl0U1@ $i:UF /• � 4 CITY OF RENTON • \D n0eq I••le' vae� � �•I i i. e+V in o. .oe•.c ea.a• oMONEY CREEK - PHASE E STA. 37•O0 TO STA. 49-OO 1 ypNEY i wo.e.+e•ra,m a.av , nw y �.. . LQ..l!&' caw guava-. ..-, Y;.v .; �....-y.,-«.; qq.._ � e: �.: •..._« _-. :- INI5%�rttttG WlC NfFn a 4 01nlC411510 UIW1 e SW Ge.Me NtoN µ HOREY CREEK - PHASE 2 r•ao ..o,rt 'gym n..-. L 3' STA. 40-00 TO STA. 61.00 es r . 1 Y/ \�mz i.•aoe e../[� �^ wro • �a«EL.L� �aw i+ ��G".-ELT' � � � � •Laos Of w lNac 1t n♦ AU CIA rah • • � � � /`�.+ '� \ �l\ s \Pl �S ~ Ei a se-sae ... / \\\•� I. _ ,. • 4..4 t l W 41 5 ad z z.• w . q • air. y. \ r-A" •.:A:' ..:Yi MrM rS}'.V iY/4� Y:rA:f \ Ma�XJ � 6HLV p�'v n.�M .9nrY� Clal •{ p s 4Q'L aLv,R!O SNLI' OR • N iJ 1� 1 � y �� LaU M a•[w A�•t-eON l'I - 1;` e• o i - - - �co e ec'_ �y • cos✓L : fa.. y. • .o.:i-.-._ _-... _ � '• ' ." rLw.w.aaaa ! F �La I CITY sarue«aw OF RENTON. ..— .. .._.______ ago ... .a• aaw sw1. _ aoa as a z"zRN a«w L am►. THS DRAVIM:N4i 841f t• MOIKT cam -PHASE 2 kEDLCW TO ABOUT a 5W STA.•ta00 TO ETA.12•90 -Ile— __ a_ . Akk T kt Io CONTRACTOR/SUBCONT CTOR `�Y REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT �' ' Month. jE,r,p,rAC1L Year: :""'Ir To be submitted to the City's Project ®{ Goals and Timetables as committed tnginesr during the 1st reek of following r� maw, in Contractor's Affirmative nth while contract is in prograsa. Prise •,�' Action Plan { Contractor is responsible for obtaining and City's Plan 9.1 Submitting all Subcontr ct0 Re rt or per y1 To: I MA lacatla of CoWlamce gem, OW from tar r mr r e aM lme"l of etert ) �M oC Rrer+e+' R C AciA lone/AM Ioo m,.0 Abe 1 S. serreree, wA f/NI This report is required by Eze_utive Order 1124b, Section 20S. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. 1 2. S. a. f S. a. s Vw_ Total hotal York hcvrs of Employment (See footnote) rity nweor caber C lanl e. e. . • ./h of mtvorit Ee.r rlca- • hle- er. Aa ion/ �041 [oto% a Name (I.. Trods tim,a 7cca Black tank ndion Act71t Pe_ vT eesloY' eea p 1anI .mle AD rr fe Jrl/c S7"i vi fr 4640*4 i I 7Y- b- 4f AD Tr famrx tovfk Tr C A T A T C =. 1 i r A. Tr /vo 7 2 anf_ �o.0 /Y6v rN Tr 7, Cczparp C fS la 'a signature on , < - } /1 Lots Slgnen 9. Telephone Number ✓ ! /'<uas/r� 1J-3-15 (Include area Code) �ze;,�) 7a1 - ./Pam rcv. 11, '7 (•Males Females, "Minorities a Non-minorities) Page l of "9u (S"bmittai Re juirements L City's Cwls/?iawtables) -- � --- HAMMOND.COLLIER Ia WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS t943.1985 -<2YEARSOr PROrESSIONAa SERteICE N 10 STONE W.n NORTN u:.c[••+two rE o•.[o<.w..ra[ au„r<put•r( SEATTLEwASr, 12MI i96 PU90 PNON2"- •tMRT•a[RMTtal rab t n•.o!r[ iEIFE 13061 6 32 3 66A Amrnnwcaon[rt 1.6 562 7107 1*.,- 111-11 axon.o x[•ua.n A[pwcx E nE1w n P O 0OX 2! •M[xwM r[ Nla3.<lEry rt M12 SOUTH MISSION STREET wRx.O!w•n.p rt W NATO- K RA"NGTON 9 I TELERttONE�", ' 621T62 September 12, 1985 r�I - LIL Mr. Rick Alia R.L. Alia Construction 9215 Empire Way South Seattle, WA 98118 5 E P 1685 Re: Honey Creek, Phase 2 Bridges '- - Dear Rick: Pursuing your request to utilize an all dimension lumber bridge, here is what we've Concluded. 1) it is advantageous to have main timbers that are pressure treated and some decrease in overall length is art accep!able tradeoff. We have surveyed each crossing site and believe a 22 foot clear span is suitable. Using the 12 ll 12 pressure treated timber proposed with the 22 foot span a 10 ton load limit sign provided by you will also be required. The abutments are to be constructed of gabion baskets with a thick concrete cap to anchor the main beams to. These gabions are intend- ed to replace the log crib and no additional payment will be Rade for same. Concrete work should have a neat pleasing appearar.• lightly brush hammered to expose aggregate after rorm removal. 3; All provisions for construction remain the same including ramp rock as part of the lump sum price. 4; The deck material may be non pressure treated if the contact surface between the deck planks is thoroughly brush coated with 2 coats of hot cressote oil. Use 4 A 12 full dimension lumber. Fasten dimen- sion lumber to beams with long spikes. Submit nailing pattern. Use double grip type as manufactured by Northwest Nut rod Bolt. 5) Submit thorough engineered details of the method of all fastenings including timbers to the concrete abutment and curb rail to the deck. Mr. Rick Alia September 12, 1985 Page 2 6) All approvals are predicated on achieving a sound s G ucture that has excellent appearance. Sincerely, /! Frederick G. Kern, P.E. FGK:jkg W10-83 --- _..__..- „�. ,_ ...�._, ... ... _ .. .r � � r i1 � , .. � x � ��.. • �i. # .._ � � i . ., '� c." ..4�s.yrt� � _�. '4 f-'ice � .. ..... ' �o r .S .wr�� -na�w.) v� S.�ti4r J~ • 4 "t` � � , R4/IMYw'� � S . .__ . . ra�[._3� t _.� .��,.. T. , , ��, i _ — ., �- .. .dti'�! �•+nn.-. 1 ..n 1�. ra r., vR9pe tr,,. ! _... _ ___ , ,.,.Y... �.w w , ., _ . .___.� ,. �k � _ .. .. . . ; y 11 cx � �� e �:sr s to v _ .__ .i � L � • p SiIY Cea .. ��+. i .` x.. ..� w��i r�,�.•++� .sy .. i•nr MaYM1w� w ' M.. w / Ott rWSi -. .. • tiers #to ' � � SPIKES BOAT SPIKES MM BLACK AND GALVANIZED Popular sixes carried in regular track. DOUBLE-GRIP SPIKES The DOUBLE-GRIP SPIKE represents one of the greatest ad- vances in timber fobricohnn in recent years. A refinement of the Giant Grip dowel. the spike mcorparates the some principles of rotation in driving and thus possesses the same tong time holding power The blank midsection has been introduced to facilitate both driving and removal should the loner become necessary. The upper vital follows the lead of the lower so that rupture of the wood fibre n eliminated. The head with which the Double-Grip spike is equipped is a distinct Improvement over the ordinary Bab type of spike head. Being considerably heavier, it Is capable of withstanding great driving pressure, and will not turn over as the result of a mn4 rested blow The superior holding power (withdrawal resistance': of the Dauble-Grip spike, bath initially and cite, years of service, has been demonstrated by o few comparative tests and by Installs. lions in many parts of the country. Initial holding power varies with the species, of wood and ranges from 1,7 to more than 2 times the initial holding power of common wire tp,kes of equva lens diorri Over a period of years in actual service, when subjected to tress due to vibration lateral loods, mechanical wear and we toning of the wood, the relative holding power of Double Grin spikes may readily be 3 or more times that of smooth spikes It h recommended that Double Grip spikes be driven pre bored holes the some size as those shown for dowels. Spikes driven into pre-bored holes have a somewhat h--abe, holding power than spikes driven without these holes. This procedure also prevents or reduces splitting Northwest BoB 8 Nut Co 4250 byntn Avenue Northwest-Seattle.West ngton 98107 (206)7848200 Telex.32-023e AINAM (►PREUMINARY NOTICE rHP t< -Aw M i 1 Jx ae} _ RCN t5 DEKM4 £tEiX+ 4U` F! SUS f I ,•- +. P. A.;rP ♦;T.�. 'C a r r.W DI%,• r— ,IOI1�)NRE NNIf«C.,.S1EE[FOMpIT1:+11ERr1,M:t[.cmd;;". I 5961 two Y. �N_,x'_...`.if)HIES ryA,[tlf[pa+n,F{Jl,SH UIgR.SFMKES.[OtNFMEN1gNAtEIIUE OE EH[FOLLDYY46 Mra 1a$n. Thc_ T uhi � aat�.�e...,., Eia„ ___ rlfy Pt li�EnLFipoEy-Ctlwk - wavlRuu baitary sow mollomtowur 33, fln t V 36. .t•MME AND ADfMES$Oi THE N WMJCONTRACIEDFORTHEN,Gwx Of$11CH - CAROII SFAVKC [pnPMENT OR IMIEEMI 1[-- IORp 101RRe�IT OMtRI r«N r,wWe I...retT 04 r Pee I,r Pwr,I V� ,ere,«eE.�r rlr�.irra„Rry.„•w,..t.w w U t t$>Lv'f Y n Ta,hMr :t4 m See,ffi t.e,rwa w Y i«r.ree r t.we,.+„tl�,re r,► Seattle, Wa,3EugwE 98108 .....in.,r Hrl re,A.rr JId.w�•r rW r _ ` nf lbnf]m 1M[TO N,q{10 MIYlM fu'wwMru rwq[Yl�m.[1[aHW orwR W611c [rbikx[ Dept. 200 Y•.'1lO GMNIC _NE t t lvdrv\a .V'.\M _ ._ W.M, ae,.:°�t..c. t$entm, t9aEfltingtrrl 98055 . . .._ A3%RY wM[ Ar%MIXI aw�HAE coH+Mc-k Hua REnr,EP fOHi„Ctq Pwwsa _ :wt[[fAE WNigt r4wtlowiwnSH TM•Buvt _ IIORIC� TO. —�_ TO COIKIMKTION LMEOIt ONLY ESIIMAIED TOTIK Mgt Of ME IARCR SERVK.ES. n _-- EOOPMENT OR MATERIALS DE$CMD HEREON PROW OF SMILE AFFIDAVIT „,noH ani c,tHOM...C«,mn 1. (�_'��,� ___..-._.._ dKlo.e tl.a I wand copmn d Ms \Mve THa1iMMARv NOTKf!ch«$9pprapriote bo.� l.,l Br PasonPlly eleFveei�COPies M__._._.. 19._.—.d Jam lxne m ibl® 0,f4m Clm,CwA.d or Reyi,,.0 d MPiI yrvHa [ kW pnin,d.add,eteed Vo eeCh M the q,rHn d,M odlre,w,,,wwn 9bove I declare under Penalty of ow,wy Mot do fo,egoi,p i,Hue oN Con , 9gned at6PUmOtlO�bn. .>•.tv 1R .,9 OF PFR$DH [AITAOR RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED) AA RiopelH, U .Xs PA, y a .,, ORMNY COR7 1 RECEIvt:D INTEN' TO PAG AA1L T(1: 1'AY + WAGES JUP1 28 i9dS pRBVe works INDOSTRIAI. STATISTICIAN iPublic Works ('oatractl DeParlment oI Labor a Industries &nplo>meet Slal+dards Divlemn s ('.enersl Administrative, Building AW.4 . lihmpia, W,% 04504 (211a1 753 1019 1 296 Contract NumMr— -- Dote Bid Was Due Date Contract Awerded 20 1985 Public Agency Kin Contract Awarding County in Which Work Per[amed —OI�RM—ton Renton__----'--- 200 Mill Ave_5 Location Within County--'R L A116 C92P?nY--- Address -.---- Prime Comraclor R a4 -262KP Renton —W 98055__._— conuactori ttegistration Cerliflute Nn..-yes -k 235.2631 _- To Cue Subcontractor*'! Yee %J No v Phone-------' Ik+ You Intend i, the undersigm d. being e duly e,ulhorized representelive of In cumtdie,nct with RCW 39.12.MD W ` c.0 th SeaSI19. R L Aila C--'^v g id to all icwmay.'we' a�� public work?project described aVHrve and that du hereby certifv that the following rates d hme ti wage end lic wo• fringe tienefiLa will Pe loved by me 1, the he"P fait Of wage"as determined by rite no lsbis•workmen and mechanics emP revailing no laborer,workman or f thenic weft run- Of he paid Iess M'abor anNo d [mluetnes. with the Stale Apprenticeship Industrial Slatiaticif p the es a used they must he registered FI.EASE NOI[ !f apprentices are to mrnevman wages, WAVE OF Hot' ,,ailing )• a'Te.Of rmnoa a6NRe1Ts Council or they must Vie paid Pr r"�IMATIM MUMtase ROt!,HY PAY WORRUt"Art u IL I T Es SOR C S 4.18 1 5 15 444 3.45 Superintendent 3 14.96 3.45 Pipelay,W 1 16.425 4,18 laborer 3 17.49 3.66 less) Rackhoe operator (680 or 2 Truck driver (5-12) Cy R L Alin C an `--- Note: t.ttach Additional Sheets as Needed. _ __ — Richar L , President subscribed and sworn W before me For 1•a 1 Use Only this - 19th day of _—.•!Doe APPROVED —_-"— 1)cpartmcnl of Lnbor & lndustriea � - _85 Industrial Statistician- /' 4 _,1. re^Stand WenYDr°a- . Ili unary Date wh.n1 W �+n whinRn RY ubiic as+:ks project,the Prime contractor Slid with each RFdFe`HE FINALSE�,tt r►mustFaubmit form I lei[K1 on 7-1 pub of Weges Peid W the officer charged the every sub.ent ,a public [tends. EA('R AFFIDAVIT OF WAGES PAR) MUST BF,CERTIFIED RY FOREAI.STATISTIC NT Ill Sent I►TED 1O IAN SAID F TOFFHCE EPARTMENT OF I.AROR AND INDUSTRIES RF.- THIR pRttI:RFSS PA\•MF,NTS: payment on t id in neT b. a C with the profiled statement Ee,rh Yt+Ocher claim aubmittld to an owner by S(.'nlracdrr or Pe. w es Maur been Pa Public agency. Railing wages on file with the P pmjeet estimate shell state that prevailing Wages or statements of intent M Pe}' Pre• FOjjppR and Industries COMPI,FTF AND MAIL ENTIRE S rtment of P bon an . nd Fmplovment Slandsfda Division, Ilelre is. Washington 9R5D4 C,eneral Administration Building. Olymp Cl/NTRA[YnRa.DigTRIBUTF APPROVEDXTATrAtLM1Ta A9 FOLIgwR: ItiDI'vl'HIAl,h'rATIVFIC1AN(Remm+i M'IhgnmeM� (PINK COPY) ORIOIRAI.('ONtRAIT ANARDING AGFNC o,H",..N('OPYI DIT CATF IXLPR lVP1l TRI RUPLICATF--FhPLICATR Clu1 iF t'ONTRA('" IYFLLOW COPYI QLtADlH7.7MTtA('r( Nt 'ne, y,.,1 YtN iWa Ya An I R. L. ALIA COMPANY 9215 Empire Way SoulA SEATTLE,WASHINGTON 98118 JUL j S'85 N omo Conte Lk.No.RL•AL•1 •• MKP "v IL TO • ' Caci•� I G✓•ryf DATE /2—dS' SUBJECT 4,'SV (,Par 7 rr WtA �d!>E 1 T u %f+C a of /S Ti'£ QFPT eF �rE✓�N'UF 7,ox �¢uC.r �/ �ELFAJE_ /.0✓ L/.r.9E�T.04tNsrC L�yAy %/fi�7- ppr.0 p.r.CE Gi�+Pc t7[J TA•v4T /RPE1'.�.'JRd �v �, TiA�E /,rcr E'rl +✓Li B' q ^ �� oP /!C✓ENL�E ~cc I��'✓I/Y.C<-R�>alJ, /Ct L �Q'.7F l/Rµ' 1�i1�! • •N000woallo unun[• CONCw[T[ PAVING to Comrany GENERALCONTRACT❑RS I�� 1215 EMPIRE WAV GOUT. REA"LE,WA®NINOTON 1a11a O 12041 O]b 4900 j Ile, A June 24, 19CS t L Hammond, Collier b Wade 4010 Stone Way N Seattle, WA 98103 Re: Honey Creek Phase 11 Dear Fred, yy4"a Please find enclosed material on the revised pipe anchor assemblies. If you have any questions or need additional information, pleaie do not hesitate to call, Thank you, RL Al C ny f y y Richard de L Alia, Pr es iden[ l CONTRACTCR5 LICE%St NUvlll RI.AL'I"]63RP /1 IpTIJ" /�.Nf•►PIS Flb. .4. .rd..w Wsl Y�y♦ r.I K. c..I fr/• A. aw na..Vw..,•. ,.• e cl � Lcr e./r . Z=C.tD• .... .r wAr...Ia bc.a !dd ANCHOR SPACING SCW TOLE 4.ri VV4 WI o $ /.a• WAN SMOOTH COUPLING BAND FOR CONC/PETE PIPE - m r C. s•G•Jr !r cmpjl .r le, 1• tw w ar r•i .a rfo' J7 ro• •.• u' a0• .Y �!' t' tD' • f • ly b•%a trlt 40% ...fa./..N ./t4s Ifa lalfl lOY•O% N.M.•'1M I./ faq , r wr C. AI TN ]Yy..n.•a yY •.a ,([yr,N /W..,b p •RY4M,..✓•n•n -�r-p'Tian/ram .arN� b e. Jt)✓A'M .i' rI� A)r•<arr. A.Adl •• n nf..✓ .�e•Nw- 'ar '•a'mN�p./8TN A KJ \ I �... w I y/ (•l, Mi f LY.,N.•. �" • I .pr LN,• OI r aqr •M y .r.•d./ b w i </ /T rMx!^a..•MM/o- OI sAr•�M .JOn M .,CIYr ... 1 � N✓CM1P ASSEMBLY- CLWCPETE P/AE :r:i�., •.._r ti a-,N.. o. I arr. b 4 � j � «A•- _ Nia•O.e.. —' �j � \/ _.�-�.. � '. C FAS1 t51•WAM MTF/CMaryGf AAA .. L r f _ I vcr aA _ UAs rm _— •lf• •�"�•— ._�—� _ sY iNw�+ry YN• JRN/NAGE �QTF/C,! _._. r ____— � IK'r N'ehM^�Ooro rad-wc•\w�H..]�r AM •. - .._--. _ -_ K- I Y•.' /J/. trr• —_._—w /wv n.w.c...•or.m rb•rM r �� •..4aw .arrd n•.r..w PLATE DETAIL AN'CMOR ASSEMBLY-CORRUGATED METAL PIPE • ! HAMMONO.COWER•WAOE—LI VINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS 1043.1f'_.42 TEARS or"OFESSIONAL 5ER:ICE •.REPO[ ]EArM1E w4$pN(TQN yw1O]AOYO ovl[o„oNq,Ivl ,.R[•< TEl[rNp[E i]Ml 4]2]464 n�.EN.i[owc.w..• w.c<,wcnar.a Iaoo JcaTMTlw•[.d...l +•sN.o.wwl..�.a N4L[,C,o•[F.[ ,O 10[2", aN [b•..'[1b[0.[ W25 'H MISSION S'NEE' L,¢D[u.w•,p la N[w11TCNEE.wAS NGTON INIaL l TELEM N[ @OSI"211E2 June 24, 1985 R. L. Alia 9215 Martin Luther King Way South Seattle, WA 98118 Re: Honey Creek Phase Two lntereptor Gentlemen: rollowing our field meeting on Friday, June 21, 1985, 1 believe we colle-tively have a good understanding of the design intent and procedures. On behalf of thn City of Renton, this letter will authorize you to proceed with the interceptor work. I will be handling the field questions and surveying arrangements until Larry Larson returns from vacation. As discussed wt will plan to have Bill LaPrade available again to review the first cut area on Thursday, June 27, 1985. We look forward to a good project. Sincerely, e, FGK:pe Frederick G. Kern, P.E. l cc: Bob Bergstrom L , JUN 2 5 "5 i CITY OF RENTON HONEY CREEK - PHASE II PRECONSTRUCTION CONFERENCE MEMORANDUM AL 1 2 1985 Project: City of Renton Honey Creek - Phase II Sanitary Sewer Interceptor S296 Contractor: R.L. Alia Company Date of nreconstruction Conference: June 12, 1985 Attendees: Bob Bergstrom, city of Renton, 235-2631 Gary Morrison, City of Renton, 235-2641 Jack Cruml-y, City of Renton, 235-2615 Fred Kern, HCW-L, 632-2664 Mike Giseburt, HCW-L, 632-2664 Bill Laprade, Shannon d W;lson, 632-8020 Rick Alia, R.L. Alia Company, 722-4900 Rick Kokkc, City Locator, 235-2599 John Blomquist, Seattle Water Department, 255-2242 Joe Robe], Fisheries, 753-2980 Ole Manz, PNW Bell, 872-3955 List of Subcontractors: Highline Asphalt Landscaper for Wiila,s Segale - Aggregates Recorded By: Mike Giseburt Items Noted: Ole Manz was told about downed telephone line along creek rhannel. Ole was going to look into this and notify Rick Alia. Rick Alia was told to notify the Seattle Water Department (John Blomquist prior to working near the 36" water line. Rick Alia announced that the project superintendent would be Jim Chatterten. Rick Alia was told to call the City of Renton Police and Fire Departments prior to any street closures. Gary Morrison wanted interceptor clearouts at 400 foot spacings. Joe Robe) commented that the approved fisheries permit does not allow removal of any material accept at bridge crossings. Joe Robel said that if trees are removed, new alders should be planted. Joe Robel said that willows should be planted between gabions. Rick Ilia said that he could begin work k the week of June 24th. Joe Robel said that porous bags filled with pea gravel should be used as check dams, rerouting stream, and sedimentat on control rather than hay bales. Fred Kern said that work should begin by the contractor punching a trail along the creek. The pipe alignment and final road alignment would then be staked by HCW-L. Fred Kern discussed the project budget. The contractor to look for simplifying the method of work and reducing costs. Fred Kern told contractor not to start major cuts until each could be reviewed and the proper procedure chosen. Rick Alia proposed a rock material which he would be used in the stream bed. He said that is could be used for the first few hundred feet of pipe installation, where it could be reviewed and tested to see if it was acceptable. Rick Alia said that the work in Union Avenue would occur towards the end of the project. Bill Laprade said that the hillside on NC llth Place was covered with garbage and foreign material where a side sewer was intended to be in- stalled. He said additional work may be required to place the pipe proper- ly and that this would be discussed at a later date. Fred Kern said that contractor should pot hole the petroleum line at the sewer crossing. Bob Bergstrom told contractor to coordinate work with the City when cutting into `+c loops in Union Avenue. M9-86 Kenton Engineering Uepdrtmeiif E-� 236-2631 T_RUCTIQN CONFERENCE DATE: _ June 12, 1986 TIME: 1 :30 P.M. PLACE: 4th Floor Conference Room, Renton City Hall DEVELOPER / CONT.RACTOR OR SUBCONTRACTOR / NAME OF PROJECT Name: _R-1 Alia Construction Ali a__. Phone: 122-4900 Project: Honey Creek Sewer Intt. :ep ter - PFase II Proj. Y: S-296 -- NAME OF APPOINTED INSPECTOR ` HCWL Engineers - Larry Larsen Please Check departments to be notified and specify person to attend. X Design/Utility Enq. X Fire Dept. X ---"'�------ __ Police Dept. X Street Dept. x Traffic Dept. XSewer Maintenance XWater Shop Park Dept. --- ----- Building Dept. Other Outside Depts. _— Department of Transportation x Pacific N.W. Bell Company x Puget Sound Power 8 Light Company x Grouo W Cable TV Company R Washington Natural Gas Company M Other Fisheries - Joe Rotle 1-753-2980 X Seattle Water Dept. 626-41'—_5 /� • � ..,H uewwpuwp un�n m• � � ti � eo uln nent we nT.[ k Z Ala Company 1ti cc«u crE..ulna � �y �Ik GENERAL CONTRACTORS ti(\ 921► EMPIRE WAY SOUTH „J •CATTLE.WASHINGTON 93118 r O 12061 T22 w900 June 10. 1985 Hammond, Collier 6 wade 4010 Stone May North Seattle, WA 98103 A�11 NU1• ,rill,.� IG` Re: Honey Creek phase II Scour Flock Submittal t1, Dear Fred, Following conversations with you, I began exploring a trench section that would accomodete our material and you requirements. As I un- derstand the situation, our objective is to provide is product that is functional and durable and it should therefore follow to be ac- ceptable to the concerned parties. To begin with, the material available to this firm is located in a fifty acre parcel in the Black Diamond area. The characteristics of the deposits are very dense, irregularly shaped, mostly unfrac- tured very hard rock ranging in size from ' to IV' «. The pit has visible stratas of segregated sized rock as well as stratas of most any combination of rock sizes. A trench detail with bedding around the pipe, a lave, of unwoven marifi filter fabric and a 2'' section of this material up to in+ert of the creek bed would be a very sound concept. The lack of sharp edges, the weight of this material and the hardness of the rock would lend itself ideal for the creek bed. The use of this material as roadbed is also ideal,Until such time as the underlying native soils are actually encountered, it is hard to say which gradation of rock would be most beneficia' . The avail- ability of the various gradations of this rock woule oe an advantage. This firm would like an approval to use our aterial for the roadbed but, as the roadbed will be constructed after the pipeline, we would r Propose to construct 100' of roadbed with this material for your testing and approval or rejection prior to any decision. If this Ilk LDNTRACTDR! �� 4CCHCC „�,,.9ER RLALA-262KP page 7 roadbed test section is to your satisfaction, we would tht proceed to build the road accordingly, or likewise, make any adjustments to Your satisfaction. As background, this material was utilized as creek bed material for the Southwest Suburban Sewer District Nil ter Creek Interceptor pro— ject with complete satisfaction. Material of this same nature was used to construct all roadway over trenches in our proiect in South Pierce County which entailed about 15,000 LF of raodway. The use of this material wi 11 not be a concession of product integrity. Please review and advise t'lis office of your thoughts. Thank you, R L Alia cm, a Richar L A ia, President ,�W W-4360-01 SHANNON a WILSON,INC. 000twho,cal Consultants Engineering and APCJ ed Ceoaciences 1105 North 381h Street•P.O Box C 30313•Seattle,WA 98103-0067.(206)632b020•Telex:469160 MEMORANDUM Day Tuesday Date 6-11-85 To Hammond, Collier 8 Wade-Livingstone ji Flald Report Page 1 of 2 4010 Stone Nay North Seattle, WA 98103 Protect. N.E. 17th Place Interceptor, Ann. Mr, Frederick Kern Renton, Washington At your request I visited the site of the N.E. 17th Place Interceptor, which is a part of the Honey Creek Interceptor contract. The N.E. 17th Place Interceptor, an 8-Inch P.V.C. pipe, will collect sewage from several houses along N.E. 17th Place and then run eastward down the SIOPP to the bottom of Honey Creek, where it will Connect to the 12-inch-diameter main interceptor pipe at Station 61+05. The slope shows no sign of past or incipient instability. One to two-foot-diameter trees were straight on the upper three-fourths of the slope, but the curvature of t"e trees on the lower one-fourth of the slope indicated active creep. This may be Caused by minor undercutting of the slope by the creak. The top of the slope has been used as a dump by neighbors and it appears that the thickness of fill materials is on the order of 5 to 6 feet. This fill mate,tal is potentially unstable, in my opinion. An existing culvert, located about 20 feet south of the proposed N.E. 17th Place Interceptor, is flowing water at approximately 10 gpm and is partially crushed at its opening on the slope. 11i our opinion, the N.E. 17th Place Interceptor can be suitably installed. We recommend the following measures to maintain the existing degree of slope stability: (11 The west bmnk of the creek between approximately 60+90 and 61+15 should be protected with Slope protection rock, as specified on detail 15B/9 of the Contract Plans, to prevent the creek from eroding the bank. (2) The existing fill and trash should be removed frog the top of slope for 5 feet each side of the sewer line excavation and the area should be posted to deter dumping in the future. (3) Backfill it the sewer trench Should be throughly compacted to a dense, unyielding state. (4) The existing adjacent culvert should be rehabilitated or replaced so as to prevent possible blocking of the water flow, cunt. By i 1 t X�� tsr✓ L Celt u ley.G C r Memorandum June 11, 1985 W-4360-01 Page 2 No subsurface explorations were performed for this evaluation. Should any diffi- culties regarding geotechnical matters arise during construction, we should be notified immediately to evaluate the situation and make appropriate recommenda. tions. Reviewed by: Ra h4q. BOIFUM, E. Senior Principai Engineer By: G� AiTTiam��aprade! C.E.G. Principal Engineering Geologist WTUIll SHANNON h WILSON tNC. ORIGINAL bATEf REVISION 1 DATE: TO: Accounts Payable FROM: Public works S11R.IECT: Construction Contract CRG I/pi��U-�] Project Maine• JN Prime Contractor: T,L file, D11Ta Racal VM DATE W 1y" PRIME CONTRACTOR k SUACONTRACTORS INFRNT TO PA:' AFFIDAVIT OF PREVAILING WAGES WAGES PAID Signed / ,d, Pro ect Mginaar : cc: Project File Form: 2/15/85 DEPARTMENT OF LABOR AN DUSTRIES • stati•Invot of EMPLOYMENT STANDARDS I ISION p INTE NT TO PAY Olympia,WAOW4 '! PREVAILING WAGES PAYMENT RECEIVED (Public Works Conlrectl �F02211385 Awarding Agency City of Renton REGLIVEDA Conlreal Number s 296 L A 1 6AWA Id M1R 41"S OLYMI bete Contract 4werdro i;14/85 County in Whivh Work Performed King �x Location Within County Renton STATE OF WASHINGTON ' Prime Contractor R L AI is Company CoWNI'of ......K)ng............... Do y'ou Intend To Llx Sobcuntrertma? Yee 10 No❑ In comp iance with RCW 39.12.040 1, the undersigned, being a duly authorized representative of R L Allis Company 92115, M[ L King May South Seattle, WA 9dll8 1(*s wA. �[� mme, iAdd.. do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all laborers, workmen and mechanics employed by me upon the public works project described above and that no laborer, workman or mechanic will be paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of I bo-and Industries. PLEASE. NOTE: If apprentices Rre to be used they must be registered with the State Apprentice. ship Council or they must be paid prevailing journeyman wages. CRAFT NATR OF NATR OF HOURLY Utilities Contract HOURLY PAY Faueois extRerns Superintendent 1 $ 21.13 $ 4.18 Pipelayer 1 IS.", 3.45 Laborer 1 14.96 3.45 Truck Driver (5-ICx) I 17.49 3.66 Backhoe Operator /(r lya ok (,MI I 16.425 � 4.18 Oiler 1 14.46 4,18 Foreman (Teamster) 1 18.11 3.66 Norm: Attach Additional Sheete me Needed. R L AI la ... . I+nl N.mm, Subscribed and sworn to before me Rtch r 1ia . vFf lOrwr ,nd. this -_.20tb_. day of For L a3 Um only 19. 25, . APPROy D nt of Lrtwr lodoslrice fJ I BtSN N t.,, Pahl and for fhr.Ytia, We+Alnalnn. _t f'r.%y6� r,v�d,nem IfoaF,nRmn. '"V•' ."" 17ste '.�I BEFORE FINAL SETPLEMENT can be made on any public weeks project,the prime contractor and each and every subcontractor must submit form LI-700-7 "Affidavit of Wages Paid" to the officer charged with the disbursement of public funds. EACH AFFIDAVIT OF WAGES PAID MUST BE CERTIFIED BY THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES BEFORE IT IS SUBMITTED TO SAID OFFICER. PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a contractor for payment on a project estimate shall elate that prevailing wages have been paid in accordance wi,;..Le pre. filed statement or statements of intent to pay prevailing wages on file with the public agency. COMPLETE.AND MAIL ENTIRE SET FOR APPROVAL TO: Employment Standards Division, Department of labor and Industries, General Administration Building,Olympia, Washington 9&504 1I ( TR n1NA(TORS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS J'INk IYIPYI ORHaNAI.-AW ARIRta)AnRN(lY UII,PY./Y1M'1 DUPLICATE PRIRF(YINTRAL9Va YP OWN TRIPLH*ATR-SURIYRYTItA(9OR OWN rTMn WADRUPUCATR-INUtMMICALSTATl.Yrt('IAN IRwel,.+d kr l4xidwmn U Heal low b + •-am AFFIDA OF TV WAGES PAID DEPARTMENT OF LABOR AND INDUSTRIES ON PI-BLIC WORKS CONTRACT INDUSTRIAL RELATIONS DIVISION alb WA "M PAYMENT RECEIVED July „ Awarding Agenev City of Renton 6 1y65 Contract Number S 296 LAI.O L Date Contract Awarded WTV115 ssl i' Date Contract Completed `b 4& - STATE of WASMNGTON "" County in Which Work Pe ormed Ring f� fncation within County ton lCovxry or King _ 1 Was a Statement of Intent nled' Yea et No — In compliance with RCW' 39,12,040 I, the undersigned, being a duly authorized representative of ._ . K L A114 CoVany 9215 M L King Way South Seattle, IM 98116 •eonv,ew.u,B BBBeJ M A".. do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers. workmen and mechanics employed by me upon the project described above and that no laborer. workman or mechanic his been paid less than the 'prevailing rate of wage" as determined by the Indus. trial Statistician of the Department of Labor and Industries. List below• each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. Please Note If apprenti;.rs have been employed on this project. provide this a, ,onal information: name and-'or regis- tration number and stage of progression Cralt and l'Iavotieaum of lalror Hate of Raw of Mail, Iloorh Pm Fnagr Wabta Paid Utllitlee Contract Superintemlent S 21•13 S 4.1b Plpelayer IS,44 Laborer 14.90 3.45 3 Truck Orlver (5-12 CY) 17.41 6 6:.khoe Operator 6.rc 1.;•425 4,IB..•: iev�) .18 Oil.r 14.41, 4.18 Foramen (Taaatster) 18.11 3.b6 Nor, AOach Addlti.mtl Sheets ae Needed �^ R L Alla Subscribed and swore to before me By -- Rlchar�, President Hue. this. � _ day of -1°^z6'- Im Lim Obb 19 taw,dae m Ibr M nut"fy ;Feet'. M . _,n twarn,o He pI<n,4q wp,N9U4 ttad RCw N.12a111d.e Ran,lust" Notary Public n aa e/for for/Stair of wa INDUSTRIAL STATISTICIAN retl,tiwo iw W ishefiptun. amn, DEPARTMENT OF LABOR AND f,.DLT'?TR1ES INSTRUCTIONS: oats, G a III-- By: 1. Pursuant to RCW 39,12.040 copies of this form must be rompletee oy the co tractor and each of is sub- vo%tractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for certification to: Industrial Relations Division. Department of Labor and Industries. General Administration Building, Olympia, Washington 985M 4. File a eertiBed copy with the Awarding Agency. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS. This is required by law and payments can not lawfully be made until such affidavits are flied. y ENDING OF FILE FILE TITLE 96 %tc +te t a �0hstrkef: o � c 0 lyte 5 po4de tine BEGINNING OF FILE FILE TITLE SCM;IAttrCF�fi� � •L . A hA Cor dshce CITY OF RENTON • DEPARTMENT OFINGINEERING � MUNICIPAL L BUILDING. 200 MILL AVE. S'IUTH, RENTON. WA 98055. 235-2631 ��•ti' Honey Creek - Phase II PROJECT.Sanir r c. I r or PROGRESS PAS . NT ESiiM qTE NO:ontract No. 040-85 -5-- -------_ Contractor. R. L. Alia Company - -� Ctosng pure Oct_31t,9g55hatrtlof ften NO. Descr,pt,on 4,VTo Unit (Unit Price Est t'RE VIO US TOTAL THIS ESTIMATE TOTAL TO DATE QtY Qty Amount cty amount ....flfzdtion Qfy Amount r Clearing and Gruohing 31 �_S .357.00 PUS 47,357,00 0 i Timper Salvage oc?' sr.500.00 1 100% 32,500.00 0.00 100X 47,357.001 -Iho Access Road /'� _. - 1.00 11000 1 702 702.00 7�p T 0.00 TOpX 32,500.00 XiT s!o/ ` CMP Culverts 8 Z' ., 22.O7 13,760 �3760 82,983.20 30.Q0 11432 1,432.00 18' CMP Culvert g�� '- I 4.500.00 1 100+ 4 - 0 0.00 j37@0 82,983.20 �'w•Ye. M' Crushed Rock BJecr' -- 8,700.00 1 1001 ,500.00 0 0.00 1100% 4,500.00 �t ��t �p� 3 /.rfmrSt 3,00 650 1 ,590.00 I 0 0.00 1000% 8,700, Xo&- WIII Temporary Patch y p,� SY I 530 1,590.00 0 y Asphalt Concrete Pavement 3.00 650 242 726.00 49 0 :0 Portland Cement Concrete 9 7S� 5v , 15.00 650 530 1 71950.00 I 0 140.00 291 �873,p 7L+-Yt.O/e9 8�nkrun Gravel 3A� - Sy i 30.00 10 0 0.00 0.00 530 7.950 00 ''a s/s7 Slope Rocking �F-'� TON 3.00 1,000 J 0,00 0 9 '7 0,°� C" 20.00 11,500 1430 4,290.00 398 194.00 1826 0 0 ate+-•- '? Bedding (Type If) 1432.9' 24,290.00 298 5.484.00 A:o& h/o3 Bedding (Type II! !• 3.00 300 5 1,305,00 I p 5,'20.00 1418. 28,378.00 1 ,r //t�. ' '1�"I"�'� 'ry"• .l-cx.�«L.et�. !� Scour Protection Rock it,�e•. �,;- 0.50 I5,100 4918 2,459.00 I 0 0.00 435 1.305.00,. 3 8"SSewwer Pipe uee�� 30.00 1,8�0 1430 I 18,018.00 0.00 14918 2,459.00 ' 329 9 870.00 0 0.00 1329 16,OT8.0QQ j^ 9rt{O" 1` 30.00 301 154 0.00 329 9,870.06 ! Overflow Structure 5� LS 5 Interceptor Cut In ! ' 1,000.00 I SOo 1,250.00 50% 250.00 0.00 jGO% 2'S200.00 I M.H. No. 3 {p� ,s I 100. 1,000.00 0 0.00 1100% 1,000.00 M.N. Type 1-48'. 1,250.00 ] 100> 4f/rr`�r ' 40� 000.00 y 1,250.00 0 0.00"Utiry M.N. Depth 2Peo=r ;l i 6 6,000.00 0 100% 1,250.00 3 Drop Connection 7°o e. 100.00 22 I 0 0 00 0.00 6 6,000.00 &'ee oS 12" Curv. Sewer Pipe 71 70.00 10 8.) 567.00 10 3, i ,.30'00 13.3 1.330.00 =3A 12" Cleanout . ,, ;, 14.20 5,100 14988 70,829.60 0 0.00 I e.l 567.00 �3B 8" Cleanout Z"C',1ep! 2,000.00 15 12 24,000.00 0.00 I4988 70.829.60 kos )0&Z ,4 12" Cleanout Apron 1,l+Lca-'iEY 875.00 3 3 7 6 0 0.00 12 I 24,000.00 'S Ser0ce Tees S z5&� - 418.00 11 0 'S•00 0 3 2,625.00 ^ 6" or 8" 0.00 8 J,824.JU 8 3,824.00 Se o Laterals r 350.00 350 10 3,500.00 0 Television Monitoring /Otd'iL' 387 19,350.00 80 4 0 0.00 10 3,500.00 Spawning Gravel 0.20 5,100 00-00 467 9 GdLipnS /J,cap IT?'; 15.00 ,000 0 0.00 0 0.00 0 23,350.00 XITL !/'L Suba, 4s,ida 00.00 450 30 13,&75.00 0 0.00 925 13,810.00 - 30" !,oin 600 30,900.00 I 64 5,400.00 1373 37,300.00 horizontal Horizontal Well Point 6.00 it 000 '12jJ0 7,380.00 20 Horizontal well Pain Off{ 1 600 n5 400.00 �, 0 120.00 1250 7,5 Xel4 t'i°F t Ex te•1 p 100.00 40 00.00 , 12" Culvert 2.00 0.00 4 400'00 u6 ! - JY{yy 57{l7� 4 Bridge Structure 11 �F 40.00 300 260 00.00 0 C.00 25 50.o0t�, / e• Sz,,dS� ss{vs- AWo EA 4,000.00 T ! 10,400.00 I C 0.00 260 10,a00.00 ! s s Bridge Extra Span 100.00 3.E.a 4' Chain link Fence Z•� EA i 20 j 0 0'00 0 =,000.00 3 12.000.00 N� +/m ;SB Chain Link Fence EA 1,000.00 2 II 0 0,00 Q 0 Spring Head Drain 6° EA 5,000.00 00 i 1 0 0.00 0.00 0 0.00 I 0 0.00 !d 4' willow, Starts 6 0.00 ! T 0•DO 0 0.00 i9 Finishing and Cleanup !!'fA� EA 1 1.15 �0,000 0 800.00 2 800.00 LF 2.00 5,400 0.00 j 0 O.DO 0 0.00 Change Orders 0 0.00 0 0-00 Q 0.00 r GRAND TOTAL $31 i$443,604.80 i .$15.00 481,119.80 7z�t I/nC woe.« to ft.uc�L wtia. }rs.cs z¢ !9 fs" t t l2cG c«..�G S S® as ' z� 7S' je Ar '!r 'eu-Ls�.o�.� _,k,v,,..(.•l s+lL.t.C� IlaG Cs=.-,u.cam.:._- �.�f ��•�,6..�t.�..-:.. G�� .c�fi--/g/� t/o7 F 17 J1 u.�c�6..f N/off • z 4cq +t to y c.•C.( ��.- sric.ew' �..ec / 9•:'7-E s.t.c7G..,r�_ 9-!� t-ny 9•Io !- r� xe�tsr r/�/v.� 0 .a,�.ft -fir-lc. �l.�t c--- - _u--� -�-�t�-� -�,.-GCE- ,s-�-.�scl./_...�.�.� G-c ,cl—- �� a�c.v� -a-�-- .era.-� .�tir�f�-K-r�'3S' 3�C� �©n - �o a :. .�C....-.�,��ti ,.,� / . _rr� _ `-- --� ____.. '"sue . _ �T'%"�, �----- _ - - . �- — i �� - -- -- -. d��.�-�kJ� <�-c..�.g�.-x-,._. -- ____. d ,r��/ `�yt.,r, a.,.-s4--t., auTls++t..�c.( .*.,� �� 'C..f� ` .2llts(� �`�u� .��rJ Ile z i ,rs•�-•G ..�-..cam �/�v�F� t�G ,7r..�.. .u�s..?� u.�«...�..c . �►Cesc�wCi.«� /l!S J 4 v Cal Gs �L/L - � GAP z`ill A1c'�'" i o ,y 0-.,c�� ,OF ie--5 N AMMONp.COLL1ER6 WAGE-UVINGSTONE ASSOCIATES INC. CON6Ul1tMG CNG�NE E/+s ate✓ Y 942-1"5-.R rfAlla OF NIOIESSIONAL SERVICE uyy[�,,,,�y,r., b10 fTONf Ffv NOr•.. «.urn[O[r.n• H.rTLC wAE,rNETaN N�O)K1F] 04[>[roua n, au.r.a+.e.[ a03 80UTM WS&OM STRr(1 w,AO[Y.w.e n, F(tUTC 11(C FA4NrIrTM 1N01 August 19, 1985 Mr. Ri U. Alia R. L. Alia 9215 Martin Luther King Way South Seattle, WA 98119 Re: Honey Creek Phase II Sewer Interceptor Dear Rick: Gary rrovided me tickets for the pit run material for which your firm ha,, requested payment. We prepared a field order advising that only material laid down near the start of the project would be considered for payment. I restudied the circumstances of construction and believe that you are entitled to some fair meas„,, of compensation. In a number of areas the trench could have been oackfilled with pit run rather than native material. Your operations were such that filling with pit would have substantially reduced pipe trenching and backfill production. I calculated an equivalent area of trench you could have backfilled with pit run as roughly 100 lineal yards by one square yard cross section or some 1000 cubic yards. Using the 1.3 conversion factor Gary mentioned, a tonnage of 1,300 is compute.]. The August 5, 1985, requested tonnage was 306.73 1124.50 or 1431.,,3. We made no attempt to keep track of these materials: and, 1 do not intend to make a detailed check of the tickets you submitted. However, the 1430 yards seems reasonable and we will include this amount in the pit run bid tally. This is a Una1 authorization for all pit run in the cre=k area used prior to August 19, 1985. We are now in a time frame when quantities mutt be accurately measured and agreed to. We will measure and pay by "spec-book" rules, I believe the quantities are generous and we will count on your assitance in judiciously using material so we maintain costs within the budget. Fw.ro Owrn[ O«.rrcw[ Mr. Rick Ah a Of/411�5 August 19, 1985 2-0�c(. Page Y Thank you for your cooperation and close attention to completing the project within the contract budget. Sincerely, Frederick G. Kern, P.E. FGK.pce i *Yee HAMMOND. COLLIER 6 WADE - LIVING{TONE A96OCIAd". INC. U UNSUA 11N6 1 W;.N1I NF CONVERSATION RECORD Phone []In Person Talked withh�/ , Date, "1' �� Time _ Of LC -eez r _Phone No. � A Re: 6.7c.B-C /LF'�-�<_ ----Job No. -- �: aced Cal Called SUMIARY OF CONVERSATION: _ ..�Tr1_'f�r✓ Cal-'( F�/>� wriA.C.- ib(/'��R- —_ I� � �-'CLIK/w� � �eLG 1 l' .F4+ ✓--�� el y r tr/ �l c. e.G _.�.___ -`�.._��,/f .,-'r o�''C � L./?ITT / ✓ IL-" .C_ �./F;��i . ACTION 0 , OLLOW-UP: / Routing: Signed: Return to _ for filing. ..4` a l / " [GW�PN[NT RKN..� �Q com . COAL CONTRACTORS '[ gala CMPNrt WAY ROYTN \1` i ,,ATTLE,WASHINGTON 991.8 ❑ lane Taa 4900 August 2, :985 Hammond, Collier 6 Wade 4010 Stone Way N Seattle, WA 98103 Re: Honey Creek Phase 11 Pay Estimate No, 2 Dear Fred, Please find enclosed a copy of our pay estimate No 2for the None, Creek Phase II project. This is for Work completed and/or estimated to be completed throuqh today. It also includes 1,431 Tons of material under bid item No. 11, bank run. This is the quantity of material purchased through yesterday, 1 am not sure What you have decided about payment for this item yet and hate consequently included my calculated totals in preparing this estimate. If you have any questions, please call. Thank you, R L Alia Company i Gary J Penkiewicz, Accountant CONTNACTOR'5 OCKNaC N4M\fn KI AL 1 '262KP e Z A�Ca/e Company EOYIIM[NT(e NTAY a/K/`/. OOMM[Te P�VIMa ca GENERAL CONTRACTORS 1215 Eh PIRE WAY &OUT. t GTTI[.WAt HINOTON 9811P p MG.722-4900 July 25, 1"5 Hammond, Collier b Made 4010 Stone Nay N Seattle, WA 9e103 Re: Pit run Dear Mike, It wou lJ seem congruent with the concept of having an item for pit run to authorize payment when pit run is used to create a fill where there was a void, and/or, to replace material which was unsuitable by natural water courses where the future roadway will be placed. The maintenance of any problems created by our operation should be borne by this firm. Also, any water control device termed as tem- porary will be borne by this firm. However, as the pit run is placed, If it used for a permanent improvement to what was a prior, existing ground condition (such as the replacement of unsuitable soils), or to create a fill in a prior, existing void, then the u,e of the bid item and payment would be appropriate. It would seem an agteeable arrangement that Jim and you review the pit run quantity and , based on its use, then decide the respon- sibility for payment between this firm and the bid item. It is anticipated that after 7/25/85, no more pit run will be necessary As that amount will provide the base needed for the finished coat Of sand and scour ruck. Thank you, R L Alia,4rgr;P,"y Rirfard AIia, President C ONTRAC TORS I'C ENSE NU"0 E r. 9E-L1"26ixP ,4 s/off 6of � MAMMONo.COLLIER&WADE—LIVINOSTONE ASSOCIATES.INC. [ONSULTING ENGINEERS IW}1N4—AI TEA*11 CWP"01EE010 AL"PtVICE uCit.,,,yyryy.t .n10 ST RAT NowM .cn.Y..t surnE r6wncTON wloaao6o o•...oay...,. lr.Y yt..t TIYEnIO1[ nntr.i tw.a.w., Iawrsaa.»a uuct v,wYaro.[.t 1�00a6t TMT Ir.M OMI.I ..w.tY..w...t .twtt.Y.tiY.., ,II Otttgtfv[..t 10 bM tw1 Y,l V 11..p.t T,}I SOUTM Y1551QN STIICCT r4Yt YVM.p.a rttulCNEE r.Bw.,OTOM ya601 TEIEIWON[Iyp166]IY6t Field Memo TO. Jim Chattertoo FROM: Mike Giseburt DATE: July 24, 1985 Re: City of Renton, Honey Creek Phase 11 Sanitary Sewer, interceptor - Ore of Pit Run Material for Maintaining Read This memorandum is to confirm as per our discussion on July 17, 1985 and Fred Kern's comments on July 22, 1985 that placing pit run material to stabilize the roadway's soft areas, or roadway maintenance is considered included in the cost of furnishing and installing the roadway per lineal foot. No additional payment shall be given for placing bank run material for roadway maintenance. �/%fit �'7�.r� •.2'Y w10-2 Yw,.p ❑r.na O wY.+tx, kz cAp. Alia Company GENERAL CONTRACTORS e21s EMPIRE WAY sot/TH SCATTYE.WASHINGTON calla 200 722 41000 July 24. 1985 Hammond, Collier b Wade 41110 Stone Way N Seattle, 96103 Re: Honey Creek Phase It Your letter of 7/19/85 Dear Fred, The following is in response to your letter of 7/19/85. Contol of water - The next point of creek crossing is upstream of many of the tributaries which contributed to the flow of I creek at the first crossing. The flow of the creek at the point of the next crossing is approximately 1/3 of the volume encountered below. However, water control is ne essary yet, with the reduced flow, confined working space and with the short span of time required to make the crossing, we propose to berm the creek and pump the water around the crossing, This NOW,Id require use of a 21" Pump. Shoring - Portable trench shores have been brought to the job and put in the storage van for use when necessary. Grade - A 10' straight edge has been provided for grade check, Pressure - An air test at 40 PSI will be performed. There was a problem with providing blocking at the low end of the 12" PS, but a plan has been developed to block the end and hopefully the tests will be successful, if not, a Water tes, will be acceptable. How- eve* a different Scheme of blockingi the low end world ha.e to be developed. Fittings - We Will furnish stainless steel lapping sleeves for tees upon approval from the city (conveyed by you) and also having reached agreement with our supplier regardinq the switch. Field changes �N A) The additionat anchors at S 50.00 apiece is fine. l40 8) The headwall in lieu of the concrete anchors is fine. ( caNTaAcrowa .IccNac Nus.aca ak.t..r•2 a altw page 2 2a�eZ C) I Wiled my work sheets out to see If the manhole was (inured into the lump sum witSout really remembering, As the sheets show, the manhole was originally figured and then thru subsequent discus- s;on, it was deducted as it was decided it was covered by the bid item for 48" MHs, I'm sending S The x out w 9 You [he copy of this work sheet, p olor does not show up on the eprint D) We will await advisement on the slope cleaning and pipe anchors on 17th Place, As stated before, we prefer the clamp and pin on such steep slopes because they seem to have such a positive hold on the pipe and ground, i E) Encl sed are copies of the pit run Purchased and placed in the roadway when native material was unstable and unsuitable. Our unit price for the item is quite reasonable and much below cost so at that rate, it is quite a deal for the price, F) The extra work involved in connecting to [he Dump station re- tention pipe was I) 2 CY cunuete delivery to block end cap and 7) Labor to prepare and install the concrete, Concrete - 5 '?R,60 (Storcway, 7/Ig/65) The band scheduled to connect to the existing DIP was used as a mud seal at the pump station, Provided we are Paid the pipe footage per bid item, there is no charge or other compensation required above the concrete blocking costs, G) Galvanized steel trace wire cost will be 5 100.00 for the entire job. Thank you, R L Alia Comy Richard?L Adi a, President /Con 2 HAMMOND.COLLIER p WADE—LIVINGSTONE ASSOCIATE NC CONSULTING ENGINEERS 42 YEARS OF PROFESSIONAL SER',�CE ctw.a 4 H.HHp.p wl ODIO STONE WAY NORTH uH• •.1 MAME.WA$ GTON%IOJM a+lV HlaNl w\f •�rpa c TELEPHONE ITO61632-2%1 w[srx.0 1.tCwrYgx ra• fAua uwP:sau"[rE T60D S621>OT1Wtw oN,rl swwu o w<wuat w. r attr.c n�ra t•areya<yw Pa PO eos 2%7 r4srxit rtp r[ ]02$ TN MG5 STWET urtaaaa 4r`ab wa WENATCHCE WASHINGTON %BLI -ELEPHONE IpOpl%21762 September 10, 1985 R, L. Al is Company �� - --'�, gm General Contractors a 9215 Empire Way South Seattle, WA 98118 Attn: Gary J. Pank iewicz Re: Honey I.reek Phase II Your Letter of August 28, 1985 Dear Gary: Thauk you for providing cost detail on the upsizing of subdrain from a° to 8' size. The upsizing was determined reasonable because of several factors after consultation with the film of Shannon 8 Wilson. Your cost figures including excess rock were just under $3,600 for the 1210 lineal feet (roughly S3.00 per foot). I have therefore advised Jim Chatterbon that all the subdrain would be paid for on the basis of the $6.00 bid plus :3.00 per lineal foot for upsizing. To keep everything simple we'll just multiply the actual footaa` by 1.5 to account for upsizing and leave the bid price constant. Sincerely, ;A41e�� Xez— Frederick Kern, P.E. FGk:slk cc: Bob Bergstrom W10-75 r7 7647,2 AIU,-,-ty �rsJnx l t 4 {; l.� SFr !- s7 '� �� / . — ?.� 31fs'a�.! b, G t/ '7. 6 1 — oz lkUn� n �iQN I �d'd taad f . o� �BY o+t.+ - i Pe i sz S9N+yofv,07-1 I n2 S „d ^J �5'L�YJ J CV 2' ry le 3.�3 ` ,.w oLa aaauwP mania kcAp. A� eo wE9cTE nAv,«a tct c ompany GENERAL CONTRACTORS 921S EMPIRE WAY SOUTM ■CATTLE.WANNINOTON 98,16 13C41 922�4900 September 13, 198S Hammond, Collier E Wade 4010 Stone Vav N Sr.ttle. NA 98103 Re: Roney Creek Phase It Upsizing subdrain Dear Fred, Just a Short note confirming that we received your letter of September 10, 198S regarding the uosizina of subdrain from a" to 8". your proposed increase in price and method of handlinq payment through increased quantity is acceptable to this firm. Thank you, R L Al Cori,, Gary J Pankiewitz, Office manager COw'PACTOP'■ L-CEN9E NUMBEP ML AL P'2a3RP /�. emp. Aa Compamj { cc Rl.raRr q[we. t 3 CC ENERAL CONTRACTORS •315 [M VIgC MAY GOUT. a GTTk[.MAlMINOTON101�e ']CU 7e2-4100 September Id, 1985 1 f Hammond, Collier 6 wade 0010 Stone Way N Seattle. WA 98I03 Re: Honey Creek Phase 11 Bridges Dear Fred, I am in receiot of your concerns regarding the bridges, The main timbers are so treated and the sign w: ll be provided. The abatments and ramp rock are understood to be incidental. The decking will be coated with hot creo�te oil. The fast- ening plan prepared by George Hammond w D11 be used. If there is a nailing pattern that is preferable to you, we will use that pattern. Please advise. Thank you, R L A I i a C pa { - 1 1 i Richard L lia, President t . CONTRACTORS uc[wnr NWMNCR Rl Al41"3a3<P HAMMOND.COLLIER&WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS 1&43 pp5_♦p YEARS Or RROrESSIDNAL SERVICE u dwAn•r..ynp., w10 siON(wl.,NOrt,• .��.ld,[n rf 5E1 R1E w11$NMI(10N %10]pOgO W.6[bn r.6 Ar•a rs.: TELEeNONE 1] 16322". n.w,w.eewc,w,r,c wnrt...Nn•Oa•04.. 1 5112 71<17IWAzw wai.I •Ok.aM A.1 •n[w�CA G Y.n rc ntae n.Raro rc Xlt 80YTM YIp4gN STIw'CT roel r.urC.1 w 'CNEE.wA4,xNGi pa Mmo, n,EV tlyp<i 66Z 116: September 12, 1995 Mr. Rick Alia R.L. Alia Construction 9215 Empire Way South Seattle, WA 98118 Re: Honey Creek, Phase 2 Bridges Dear Rick; Pursuing your request to utilize an all dimension lumber bridge, h.rre is what we've concluded. 1) It is advantageous to have main timbers that are pressure treated and some decrease in overall length is an acceptable tradeoff. We have surveyed each crossing site and believe a 22 foot clear span is suitable. Using the 12 % 12 pressure treated timber proposed with the 22 foot span a 10 ton load limit sign provided by you will also be required. 2) The abutments are to be constructed of gabion baskets with a thick concrete cap to anchor the main beams to. These gabions are intend- ed to replace the log crib and no additional payment will be made for saute. Concrete work should have a neat pleasing appearance lightly brush 1lanmered tom.1,� _��yyaya,. yy removal. 3 All provisions for construction remain thr are including rao'p rock as part of the lump sum price. i y e non pressure treated it the—L'un act surface between the deck planks is thoroughly brush coated with 2 coats of hot cressote oil. Use 4 X 12 full dimension lumber. Fasten diwn. lion lumber to beams with long spikes. Submit nailing pattern. Use double grip type as manufactured by Northwest Nut and Bolt. 5) Submit thorough engineered details of the method of all fastenings including timbers to the concrete abutment and curb rail to the deck. Nn.•o D w,•u u wr,lae Mr. Rick Alia September 12, 1985 Page 2 6) All approvals are predicated on achieving a sound structure that has excellent appearance. Sincerely, Frederick G. Kern, P.E. FGK:jkg MIO-83 H AMMON D.COLLIER S WADE—LIVINGSTONE ASSOCIATES,1 ULT CONSNG ENGINEERS 194}1995—42 VEARS OF P"Ort SSIONAL SEFVKE .i1ORi[!wNMwfry rf 2010 STONE N.I N Tl SEA\RE..%mvotON 951p],Spp p"v[o[ta,a nl.• 120616322faA +[y.r•"L[oNonoN r�s �vK[vIYM\.Cw[r, I�00551]]O>IM W.p,vv1 Y,W�O Hlrl[vA ll AfY[R1 t IIL,ry H 10 SOF 2"1 �! X)2 SOUTM MKSIONSME] Wipvuf br,rAp r[ WEtYtGHEE,WASMNGTON 9BSC1 tELIhgNE 1",SN2.1]M12 Field Memo TO: Jim Chatterton - Superintendent, R.L. Alia Company FROM: Fred Kern, HCH-L DATE: July 19, 1985 RE: Honey Creek Phase 11 Construction The project is progressing well t,nd your attention to schedu'.e is commendable. Based on water problems encountered July 18, several operations must be improved or changed to assure proper pipe line bedding and trade control compliance with specifications. 61-302 - Control of water: Keep the trench continuously dewatered, sump or strainer systems to prevent clogging of pump is necessary. Du+l pumps of adequate capacity should be continuously available. Letter stream crossing bypass is necessary. The diversion should be at least 50 feet upstream so the water can be flumed above the crossing. Dual pipes, one over, and one under the sewer, arranged so flow can transferred by plugging upstreams ends should be arranged. Dual 100 feet lengths of poly pipe should permit construction of a good flume. Submit a sketch of your proposed by pass for the next crossinos 61-303 - Shoring and Trench Safety Portable "Trenshores" or other quick installation systems should be available at all times to keep the trench open and permit proper bedding. 62-301 - Grade Because of good positive slope,checking with a carpenters level is reasonably quick and adequate in most areas. Provide a 10' straight edge with level attached as discussed. 62-310 B - Pressure Check ?ach 4002 foot of pipe at upstream wye as the project progresses. 1f 40 psi air tesbare used and results questionable we may require water testing. .[n..w OEum[ Owwrc.[[ 40r,,4, Z 60-4 - fittings x A stainless steel tapping sleeve may be preferable so the service tees can be located where main line invert is best for creek crossings. We would approve a Romac SST unit that fits poly-pipe. o Field Changes. `' ,,/ 0`,;O* I am recording a field change order for additional anchors on the 18" drain P $50.00 each. The two concrete anchors specified are to be incorporated into ead wall with no additional cost. Total change amou t $450.00. The manhole at the 18 inch - -� culvert was the connecti erred to in the lump sum bid item plane and detail. If your bid was based on separate payment N / for this manhole, Gary and or Rick should show us the bid take r/ off sheets and we will consider paying separately for this manhole. The 8 inch sewer from N.E. 171�required removal of extra debris and you have requested J150.00 for this whim we will recommend to the City. The ant the 8" ductile iron pipe were intended be concrete dams with drains to daylight from behind. We have had problems on steep slopes where water follows the bedding and then saturates the slope creating failure of the trench. So we will want to further review the N.E. 17th Place a situation before accepting the alternate anchors installed on the .f C 8 " pipe. $+C Please advise me on these items, if R. L. Alia has further input; other wise, we'll consider the changes value completed. You placed a fair amount of large pit run rock to stabilize your temporary road near the pump station and you have requested that some or all of this be considered for payment. We need to agree on how this is to be handled and under which bid item. Please furnish your tickets; and, we'll review possible payment. In the future bid item rock quantity items should be submitted each day and we'll agree on the tally on a daily basis. o Connecting to pump station. To better position the poly-pipe you removed a section of ductile and grouted the pipe directly into the pump station. There was some extra work involved in this as opposed to Connecting to the ductile pipe end. Please advise us what extra costs above that for the connection to the ductile iron pipe are involved so we can make an adjustment. o The galvanized steel trace wire is also an extra item advise us on this too. cc: Rick Alia W9-141 dwOGwawpuwp un„nGi /�/L//% //////)] tRYVULwt Alwtq /a 4 / GG.Gn GtG n rylN. C�.7/► �//��-Ill/.ia ■■■��.��///om�a.�u� GENERAL CONTRACTORS 9211 EMPIRE WAY.OYiw a4Trk E,WAUHINOTpw 93, a Q pil Ta2w 9p0 f' ar July 25, 1985 Hammond, Collier a Wade 4010 stone Way N Seattle, WA 98103 Re: Honey Creek Phase 11 Scour Rock Dear Fred, Upon review of the supply situation of the scour rock, 1 have nar- rowed my options down to a course of action to which I hope you are receptive. 1 understand you have already visited Sunset Quarry in Issaquah with Jim. The rock sold there is of the size and texture and type which seems preferable to you and would be also preferable to us. This is the source of scour rock we submit for use. Talks with the manager of the quarry have related that it is not feasible to screen chat rock per the gradations according to the specs, But Me manager was willing to screen a 9" minus mix which would yield the following percentages: 9" - 100/ 4" - SOY. 2" - 3O1 94 - ISf The other option would be to utilize the various sizes of rock which this uuarry stnk ,s and phySlcatIV blend inure sizes wntile loading the trucks. The sizes in stock are SIB" minus, I " minus, 2'" minus, V-4" clean 2".6" clean and 411...8^ clean. These materials combined would passers all the qualities per the specifications. It would simply be a matter of creating a recipe of proportions for the loading procedure, This formu to could be created here or by you, but 1 don't see ans real problem., The mix can be ..s intermeshed as any other blend, With the scour rock matter settleo, 1 believe your original trench section for the creek bed is the best method and we Wl it proceed in EpN19 ACTpat upLwf[ NUM.[a a1 w41"2aL[w accordance with that section, Please review d respond, Thank you, v� R L Alfa Company RIclard L Alia, President P• S, In your letter of 7/19/85, you mentioned the ea rk on 17th Place was to be paid at the LS of S I50,00, 1 alkin with Jim, pc indicated he thought the amount was to be <50,00, This figure seems more realistic as the dump fee alone or to rbage will be about S 100,00+, 1 didn't know if your let r ad a type arror or it there is a misunderstanding. Please let me know, SUNSET QUARRY, INC. to HAMMOND. COLLIER 6 WAO[ — LIVINOSTONC A �ATf 5. INC. CONSULTING ENGINEER! CONVERSATION RECORD hone Lin Per/son q Talked with Ll.�e t- _ Date. / "�L '�f Time• Of 7� _Phone No. Re:-- CA 5 .: LA, L . L..t-- Ste, _Job No. ❑I Placed Call ❑Party Called SUWARV OF CONVERSATION: -f .r.E L t.LI. su�.t�l.G .�/ Ge�l .�� t �.i,rf 4tsria.• asv ' l 1---.4 1L �'R.'< iG tG(c_ 4Mr :/Tt J /W or'iee • y y '�`u,( //---� :1•(-�f:�l.�l(J �/v � ."r�.'lh.li'r ! !'.`rNf[..!i� ACTION OR FOLLOW-UP: Routing:___ _ Signed: Return to for filing. INTER-OFFICE CORRESPONDENCE rum . .._ .._ __. VERSA ORDERS DON'T 00 ~N i+ f Hsn•on - Honey Creex 2d5C-P2 12/20/d5 KLF Correction to original as - milt UnYtn of road lnv aaraj 1G1 YO156.000 a'%52.004 S tC 71 52.3 F 1CA.9d5 li,l Yf..C76.0C6 l nv�rsa lil 3 27 !3 1C.1 R if„y,'py 81060.0CC 6852d.f0C Lk (ll A 46963.000 08576.004 � 11 !tl d .8 F dl.SDS 112 tltlddd.f CC odS92.000 � J NancOa - Han�p Crr�X IdSr,-PI ll/20/d5 dLF 4 43 adilt 12njta df Roll 2r> %JJLf JIRFC ri Jt1 OI3rANCF N•J&Pei I4l4 r43 PING JJ> DO> tnvars= -Not -9NYt6 4,4*•--•§0652.RA6 jJ A2 Yr{'b,fOC a^62r,rrr 3 14 20 34.1 F 144. fY- 1C3 6id44,Cr,C 67ddC.rCC 3 ,i 31 4.r F ^u, fit 1G4 :i i904.rCC b'948.00C 3 1Y 31 li. , F is". 910 /C5 tf-d4.060 6dito,GCO 22. 1 F .,.. 124 tCo dfodC.000 odl44.f,0C 1G^ ddbC0,000 bdl s4.000 Lrd 3 ;1 1` `.J. a F oi.oC` 1C9 d9132.00C 3 d4 s1 i$.a F 97.J24 tiC J9116.000 69432.CC0 ` f 4. ,.. f F 111.14C tll a9Qb0.CQ0 6d52d.rCC s-K.-Ti-•Y'S-n--43- -k+1d�11 !12 daddd.000 bd591.0rC 5 11 39 39.3 r 1d5. 10 r: l u 6d712.000 ddb92.CCC i "-- 51 4C.b F - 114 dd7L2.CCO 68724.ff0 3 d1 to 41.4 F l3o. tur. 115 ddo3C.Cr0 nd16 r•,r,CQ 40 110 3646d.CfC o1144.CrC 3 7i 1s 54.2 F. > s.1Ju dd46d.0 r0 n92C 4.r r r, 3 !d 10 5.d F us.14u - .1s 664rd.0CC o9224.rr,; dd SC8.1OC o9224.Crr, !af_Cd.a � . , 3dsrd.CCC 69224.CSC i s. 4 37.9 F 104. 195 dd172.rrr, 69316.f0C 3 03 20 5.5 F 14 J. lfd i u dsICd.00C 69444.CS0 i 3 4d 1C 12.7 F 113.65W` .rt ddC 16.000 d954d.CC0 3 is is 11.- F lsl.4d4 d79rr.f CC 44612.CCC 3 53 44 4o.1 F i4d.df9 114 j7d12.000 69732.CCr 3 20 33 54.2 F 110.170 d"f d.f CC Wd4.rCr 3 49 5 d,2 F 110 67656.00C 69644.Cff 3 9c C :.r F I'r.rr,r ll' d7056.000 7rOC4.r,rr. 3 'r. a 41.1 F 153.1ri 41a d7GC4.000 7r14d.r rr Is." F 4d.d1u ' 119 3'b32.cr,Q srldd.r,r.r �.�a - ee4l, . . v� ■� : � �z ! n! +« 2 ~ w # ,m z 7 5 ` ® / ap 8 © ¥A@! 9144, !* 9&914 c 21#4- * ,a w & 706 ,4- p % « : 4,e §6 . / a� y. * i9 ��± ! e ��4« "� . W-7 u«aeaoaouwo unuTla• 0.,1 GGk�� /� �]� /� eouowe«T Re«Twc s ote Alfa C,om pan OCNERAL CONTRACTORS , V 11a EMPIRE WAY NOUTN ----' ■EATTLE.WASHINGTON 98,16 • P;A 1206)722 4100 July 15, 1985 Hammond, Col ller G Wade 4010 Stone Way N Seattle, WA 98103 Re: Money C1 eek Phase 11 Pay Estimate a I Dear Fred, Please find below our estimate of quantities completed as of today, July 15, 1985 to use in your preparation of our pay estimate b I on Honey Creek Phase 11. We are unclear as to payment under bid item 11. Should you have any other questions, please call, Bid item F Item Cited to date Amount I Mobilization 50% S 23,678.50 2 Clearing G Groubing 901/1 29,250.00 6 loll CMP 90% 7,830.00 11 Bank run gravel 7 7 19 Type 1-48 MH 1 1,000.00 23B 8" Cleanout 2 1,750. 26 Service laterals 100 LF 5,000.00 31 Well points 4 400.00 32 Well point extension 115 LF 30.00 Estimated total 568,938.50 Thank you, R L Alia Company�7 �fr7y ✓ / Office manager CONTRACTORS LICENSE NUMSER RL AL1-241 P TO. FINANCE DIRECTOR DATE: July 1, 7 lgg5 ____ FROM; PUBLIC NOW DIRECTOR �® SUBJECT: PROGRESS PAYMENT P CONTRACTOR: R. L. Alia Company CONTRACT N0. ESTIMATE; N0. 1 040-8—�_ PROJECT: Honey Creek Phase lI SanitarV Sewer Interceptor 1. CONTRACTOR EARNINGS — --- —`THIS ESTIMATE <• SALES TAX i 8.12 $ 68,958,50 5,585.64 3. TOTAL CONTRACT AMOUNT 711IS ESTIMATE f 74 544.14 1_ EARNINGS i,IEVIOUSLY PAID CONTRACTOR i-- 5• 'EARNINGS DUE CONTRACTOR THIS ESTIMATE510-- 0, SUBTOTAL - CON'TRACTOR PA, -- ' RETAINAGE ON PREVIOUS OUS EARNINGS "M::NTS E � •• RETAINAGE ON EARNINGS THIS ESTIMATE _,3447_92 10, SALES TAX PREVIOUSLY PAID SUBTOTAL RETAINAGE E 3,441,92 $ 0.00 _ 1I. SALES TAX DUE THIS ESTIMATE SUBTOTAL — .64 •(95% A Line 1) - SALES TAX f 5,585.64 "RETAINAGE: 51 GRAND "I'UTgL —�"------_� FINANCE DEPARTMENT ACTION: -�� PAYMENT TO C0�L1 es 5 and I1), ACCT, / ACCT / U00 015.596.38.65.19 / E 7I,096.22 ACCT, ACCT, / ° ACCT, / —1-----_— E--- nETAINED AMOUNT (Line 8); t ° ACCT, / 421/000/015,596.38.65.19 -•° ACCT, / ACCT. / I $ 3—447,0? -- - -° ACCT. / $ ° ACCT. / ._ �'--�'- S - S__ ° CHMTER I1E, $ CITY LA OF 1St75 TOTAL THIS 5_ ESTIMATE $ � F RENTON CERTIFICATION 74 544.14 u1 "„ATM'C. ill♦ �Ip�a I„1✓w�/e�uY�YIy,yM,m Il �_ h{M AO LJ �, IMI bry OI•�yt 4� •RY y,�C �, ViWYlull,w�`K MO I,� CITY OF RENTON • �t . , , COPY DEPA I<T�M EN-� ( k. ti� : ; EKING :7r • MUNICIPAL BUILDING, 200 MILL AVE SOlIrt1 RFNTON VVA Litt .;.f5-263I Money Creek - Phase 11 PROJECT Sanitary Sewer In "eptor_ pROGRFS`-i PAVMFNT 1-5tIMATE NO 1.___ ontraet No. 040-85 Contractor R. L. Alia Coinpanv C�,,.,,,,,I ;T,,r,._ 77 :�i i;_5 _-_ Sheet J-ot? per - Est PREVIOUS 7UTAI T Tttl� ESTIP+n,ft f TOTAL TO DATE :o Desc rip t,on Un,t Un,t Pr S • - -------�- _ - 42Y Qt) T lien. t rJry 1 Amy , 1 Q'y Amount -- !to6ilizatign LS 47,357.00 t 0 0.00 50". 23,678.50 507 :23.678.50 Clearing and Grubbing LS 32,500.00 I I 0 0.00 90- 29,250.00 90% '29,250.00 timber Salvage LF 1.00 1,000 0 0.00 0 0.00 0 0.00 Access Road LF 22.07 3,160 I 0 0.00 D 0.00 0 0.00 CMP Culverts LS 4,500.00 1 1 0 0.00 0 0.00 0 0.00 18" CMP Culvert (LS 8,700.00 1 I 0 0.00 90", 7,830.00 90t: 7,830.00 Crushed Rock SY 3.00 650 0 0.00 0 0.00 0 0.00 Temporary Patch SY 3.00 650 0 0.00 0 0.00 0 0.00 Asphalt �oacrete Pavement SY 15.00 050 i 0 0.D0 0 0.00 0 0.90 Portland Cerent Concrete SY 30.00 10 0 0.00 0 0.00 0 0.00 9ankrun Gravel TON 3.00 t 000 I 0 (..Do 0 0.00 0 0.00 Slope Rocking CY I 20.00 1,500 0 0.00 0 0.00 0 0.0,:� Bedding (Type II) LF 3.DO 300 I 0 0.00 0 0.00 0 0.00 Bedding (Type III) LF I 0.50 5,700 j 0 O.OU 0 0.00 0 0.00 Sc Our Protection Rock LF 12.60 1,800 I 0 0.00 0 0.00 0 0.00 12" Sewer Pipe LF 30.00 300 0 0.00 0 0.00 0 0.00 5" Sewer LF 30.00 307 0 0.00 0 0.00 0 0.00 Overfiow Structure LS 2,500.00 1 0 0.00 0 0.00 0 0.00 tntercepfor Cut 1n LS 7,006.3 1 0 0.00 0 0.00 0 0.00 M.H. No. 3 LS 1,250.G0 1 0 0.00 0 0.00 0 0.00 M.N. Type 1-48" EA I 1,000.00 4 0 0.00 1 I.000.00 1 1.000.00 Existing R.H. Depth VF 100.00 22 0 " 0.00 0 O.CO 0 0.00 8" Drop Connection VF 70,00 10 0 0.00 0 0.00 0 0.00 l2" Curv. Sewer Pipe LF I 14.20 5,100 0 0.00 0 0.00 0 O.GO 12" Cleanout EA 2,000.00 15 I 0 0.00 0 0.00 0 0.0) 1 8" Cleanout EA 875.00 3 p 0.00 2 1,750.00 2 1.750,00 12" Cleanout Apron IEA I 478.00 11 0 0.00 0 0.00 0 0.00 I Service Tees EA 350.00 9 0 0.00 0 0.00 0 0.00 ! 6" or 8" Serv. Latorals LF 50.00 350 1 0 0.00 JOB 5.000 )0 100 5,000.00 Television Monitoring LF 0.20 5,100 0 0.00 0 0.00 0 0.00 Spawning Gravel TON 15.00 1,000 0 0.00 0 0.00 U Gabions Cy 100.00 450 0.00 Subdrain LF 6.00 1,000 i O 0.00 0 0.00 0 0.00 30' Horizontal Well Point EA 100.00 40 0 0.00 0 0.00 0 0.00 Horizontal Well Point Ext^nsion LF 2.00 600 0 0.00 4 400.00 4 400.00 1?" Culvert LF 40.00 300 j 0 0.00 25 50.00 :5 50.00 , I b a Structure 0 _ 0.00 C 0 00 0 O.u+,9 EA 4,000.00 2 0 0.00 0 0.00 0 0.00 bridge Extra Span LF I 100.00 20 0 0.00 U O.OU 0 4' Chain Link Fence EA 1,000.06 2 0.00 Chain Link Fence ! I 0 0.00 0 0.00 0 0.00 LS 5,000.00 1 0 0.00 0 0.00 0 0.00 Spring Head Drain EA 400:OS 0,000 J 0 0.00 0 0.00 0 O.00 Fi Willow Starts EA 0 0.00 0 0.00 0 O.00 Finishing and Cleanup IF 2.00 5,400 O 0.00 0 0.00 0 0.00 Change Orders I 0 0.00 0 '.. 0.00 0 0.00 I I GRAND TOTAL I ' f68,958.50 ! $68,958.50 I i , I I � ! I I 1 1 1 DATE p,Dr�ct 2, 1985 TO: FINANCE DIRECTOR FROM; PUBLIC M'ORKS DIRECTOR SUBJECT: PROGRESS PAYMENT y• ++ � , CONTRACTOR: R. L. Al is COraDdnY ESTI HKlEa -NO. Z CONTRACT N0, 040-85 PROJECT: Honey Creek Phase it Sanita-v Sewer Interceptor I. CONTRACTOR EARNINGS MI5 ESTIMATE f 128,210.10 2. SALES TAX 8 8.1t 10,385.02 3. TOTAL CONTRACT AMOUNT TTIIS ESTIMATE f 138,595.12 4. EARNINGS PREVIOUSLY PAID CONTRACTOR f Ft Sl!1_t!s S. 'EARNINGS DUE CONTRACTOR THIS ESTIMATE f 121,799.60 6. SUBTOTAL CONTRACTOR PAYMEl" S 187.310.18 7. RETAINAGE ON PREVIOUS EARNINGS f 3,447.92 8, " RETAINAGE ON EARNINGS THIS ESTIMATE _ 6,410.51 9. SUBTOTAL RETAINAGE S 9,858.43 10. SALES TAX PREVIOUSLY PAID f 5,585.64 11. SALES TAX DUE THIS LSTIMATE 10,386,02 12. SUBTOTAL - SALES TAX f 15,970.66 •(95S X line 1) ;RANG TOTAL $ 213,139.27 "RETAINAGE: 5% FINANCE DEPARTMENT ACTION; PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCT. 1 421/000/015:596.38.65.19 f 132,184.62 i_ ACCT, ACCT. ACCT. ACCT. f -� f F' RETAINED AMOUNT (Line 8); ACCT. I 421/000/015.596.38.65.19 f 6,410.51 ACCT. f ,— ACCT- f /— ACCT. I f /— ACCT. f S F CKAATER 116, LAWS OF IBBB TOTAL THIS ESTIMATE f :38,595.13 CITY OF AWON CERTIFICATION 1 M ua/f,GAp ro r.gyr tYM ufRA wwN V {u�+cy ty4rorAMb w�A rM � r,/,yMi. M ^ry+t W Mr M 6Mr�A~ua�Y r+0 u,ra0 o4ALrn� IiG�f1 y pry N 4rrM AIp 1,u1,AY Y.� 0*V'rcr, CITYOF RENTON • DEPARTMENT OF ENGINEERING MUNICIPALBUILDING. 200 MILL AVE SOUTrf. RENTON. WA 99058• 236-2631 Honey Creek - Phase 1I �,� PROJECTS it t - - --z--lnt t PROGRESS PAYN'tNT.fSrIMATE ry0 2 ontract No. 040-8� 5 Contractor R. L. Alia Company Cl n Jt/�j(/J5 It S4� 9 Date x She•t•Lof,1 NO Oescr,pt,on Unit IUmt Pr,ce Est PREVIOUS TOTAL THIS ESTIMATE TOTAL 70 OATE i Mobilization QfY Qtv Amount Qty Amount QfY Amount Z Clearing and GrubbingLS 47,357.00 1 50 23,678.50 so/ 23.678.50 1004 47,357,00 3 limber Salvage LS 32,500.00 1 190' 29,250.00 0 LF 1.Do 1,000 I 0.30 90:X 29,150,D0 4 Access Road LF 2< 07 3,760 0 5 CMP Culverts LS 4,500.00 1 0.00 I1,880 41,491,60 i,880 41,491.60 6 18" CMP Culvert ISLYY S7 Crushed Rock 8.700. JO1 90 : 7,830.00p8 Temporary Patch S3.00 650 0,00 90X 7,830,00 9 Asphalt Concrete Pavement 3.00 650 10 Portland Cement Concrete Sy 15.00 650 11 Bankrun Gravel SV 30.00 IO - i2 Slope Roc ng TON 3.00 1,000 I I I 13 Beddin CV --0.0; 1,500 I 14 Bedding (Type !1I LF 3.00 300 I i i Y ) LF 16 Stour Prote[[fon Rock C.SO 5,100 0 - 0.00 13,100 j 1,600.00 ,100 I i6A 12" Sewer Pipe ILF 12.60 1.800 .600.00 :58 8" Sewer LF 30.00 300 I I 17A Overflow Structure LF 30.00 307 .78 Interceptor Cut In LS 2,500.00 I I i8 M.H. No. 3 LS 1.000.00 1 I I9 M.H. Type 1-48" LS 1,250.00 1 'O Existing M.H. Depth EA 1,000.00 I 4 I I - 1,000.00 'i A' Drop Connection VF 100.00 22 1 0 0,00 I 1,000.00 12" fury. Sewer Pipe VF 70.00 10 '3A 12" Cleanout ,EA 10.20 15,100 0.00 3.200 f 45,440,00 ,200 45,440,00 38 8" Cleanout EA 2,000.00 15 0 1 '4 12" Cleanout Apron EA 875.00 3 1 I 1,750,00 08 I 16,OOO,DO 8 16.000.00 5 Service Tees EA 476.00 11 I 0,00 2 1,750,00 6" or 8" Serv. Laterals EA 350.00 9 Ii LF 50.00 Television Monitoring 350 Spawning Gravel LF 100 5,000.00 p i 1 I '7 Gabions TO 0.20 5,100 N 15.00 1,000 O.00 I00 5,000.00 Subdrain CT 100.00 450 I j 30" Horizontal Well Point LF I 6.00 1,300 I Hu,'izontal 'Weil Point Extension LF 1 100.00 1 40 12" 2.00 600 4 i 400,00 I 0 0.00 I 4 Bridge Culvert LF 40.00 I 75 50.00 0 I50.00 _i Bridge Structure EA 300 j ' 0,00 15 50,00 Bridge Extra Span tFf 4,000300.00 2 oA 4' Chain Link Fence .00 20 EA b8 Chain Link Fence EA I,000.00 2 i I Spring Head Drai LS 1 5,000.03 1 4' Willow Start EA 400•DO 6 a Finishing and Cleanup EA 1.15 0,000 I LF 2.DD 5,400 I! I Change Orders I GRAND TOTAL j $ 68,958.50 S I 128,21U 00 197,168.60 I I I i I I COPY TO: FINANCE DIRECTOR DATE S FROM; PUBLIC WO RKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR; R. L. Alia Company CONTRACT No. 04C-85 ESTIMATE NO. 3 --- PROJECT: -„ntev Creek Phase II '— "- Sanitar Serer _ ----L� Interce 1- Cap^ for RACTOR EARNINGS TNIS ��— 7E SAL,, TAX 1 8.1t • ESTIMA S 149'_ 5 3• TO'IL CWTRACT AMOUNT 711S ESTIMATE 72 1 _ S 160� ]q��1.32 4, E NGS PREVIOUSLY PAID CONTPACTOR q 5• 'E''NNINGS DUE CONTRACTOR 187.310.18 6. THIS ESTIMATE S 141 _ 7• RE TAINACE ON PREVIOUS EARNIHOUBTOigI - CONTRACTOR PAYMENTS B• •• $ 329 074.49 RETAINAGE ON EARNINGS S. THIS ESTIMATE 9 858 43_ 7 •28 SUBTOTAL 10, SALES TAX PREVIOUSLY PAID RETAINAGE 11 SALES TAX DUE f 7H 1S ESTIMATE 5---1;z.970i_ "` , 1 11,• 515 72 (951 x line 1) SUBTOTAL - SALES TAX '•RETAINAGE: 5t S_ T7 486 3 GRAND TOTAL 8 $ 373,880.58 `INANCE DEPART -- ""'""'8__<-�� MENTION `'AYMENT TO CONTRACTOR ACCT, (Lines Sand 11); ACCT. F 421 000/015.596.38.65.19 ACCT. / _ f 153,280.03 ACCT, ACCT. -zIAINED AMOUNT (line 8); f F� ACCT. 421/000/01 / 5.596.38.65,19 ACCT, � ACCT, f. 7,461.28 ACCT. ACCT, ------------- f I CITYGMAATER 11l. LAWS OF 1BB5 `TDTq-�S_- f OF RENT OU ON CERTIFICATI ^ww. p,• ro IOU,�M ON ESTIMATE f 160,7g1,31 F' ' Different Tax Rate used to update total project tax rate @ 7.935 CITY OF RENTON • DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING. 200 M,LL AVE. SOUTH. RENTON. WA 98055. 235-2631 Honey Creek - Phase II PROJECT Sanitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE NO. 3 �;ontract No. 040-85 Contractor_ R. L. Alia Company Closing Date_ �F-__ Sheet 1 of 2 It Deecnptoon Unit Unit P,,ce Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE NO. QtY Qty Amount Qty Amount Qty Amount I Mobilization LS 47,357.00 1 00 A. 47357.00WL /oe Z v7,3S7 oo 2 Clearing and Grubbing LS 32,500.00 1 91 21 xso.oe ro9 ( 3psn.,o I,o„ o lz,5a -- 3 Fimber Salvage LF 1.00 1,000 4 Access Road LF 22.07 3,760 /Af. ,j W1,4•0 1, vi v9ilo 5 CMP Culverts LS 4,500.G0 1 76 %I �;7.s-- 75L 337S.o 6 18" CMP Culvert LS 8,700.00 I 90. 7. L3..W 1� >s- as zsi.� 7 Crushed Rock SY 3.00 650 237 7r7,w zs9 7r7m 8 Temporary Patch SY 3.00 650 9 Asphalt Concrete Pavement SY 15.00 650 237 3, Ssfm zs9 3.iJ5co l0 Portland Cement Concrete SY 30.00 30 I - 11 Bankrun Gravel TON 3.00 1,000 6y.3o S!31hoo ivia '�391x ar 12 Slope Rocking CY 20.00 1,500 13 Bedding (Type 11) LF 3.00 300 /3y/ S21.W 14 Bedding (Type III) LF 0.50 S,10C 3.2m I t6«z o0 /7r8 fs9m V9O Z,vs9n 15 Scour Protection Rock LF 12.60 1,800m/Lan t✓ro /1,.r7.ao 16A 12" Sewer Pipe LF 30.00 300 168 8" Sewer LF 30.00 307 I /g/ I YGZaaD 1STD I ybz000 DA Overflow Structure LS 2,500.00 1 I 17B Interceptor Cut In LS 1,000.00 1 /oo 7. /.evv.a0 /ee 2 z=-00 1P M.H. No. 3 1 - 1,250.00 1 v gomrn l9 M.H. Type 1-48" EH 1,000.00 4 /tacd..a 3 3m>oo 20 Existing M.N. Depth VF 100.00 22 21 8" ,,op Connection VF 70.00 10 22 12" Curv. Sewer Pipe LF I 14.20 5,100 3,Zeso q�yyo-� 47" I 2F 399.Gv v9u 7o pyw 23A 12" Cleanout EA 2,000.00 15 F /4,�.0..o y Loon.ao r2 zh(aeo..o 238 8" Cleanout EA 875.00 3 2 /7w.00 r P/s<o i Z.&zs.� 24 12" Cleanout Apron EA 478.00 11 25 Service Tees EA 350.00 9 /o lSsmoo I io 3..�c"° 26 6" or 8" Serv. Laterals LF 50.00 350 /ao I Som.no zd7 /1115mm 3s7 /R 3s� 27 Television Monitoring LF 0.20 5,100 28 Spawning Gravel TON 15.00 1,000 9Zs /f l7Sao 9257 /3 YiSm 29 Gabions CY 100.00 450 zsy s3 V.,.. 2014 23,V0000 30 Subdrain LF 6.00 1,000 4210 7 aa z�- /]ro 7zco..o 31 30" Horizontal Well Point EA I 100,00 40 y 5'oo uo v t4a w i2 Horizontal well Point Extension LF 2 " Culvert LF .00 tiuU I 2 S .m oo I I 2S, I sow 13 12 I 40 00 I 300 zoo /o ymm uo ..vm.eo III Bridge Structure EA 4,000:00 2 35 Bridge Extra Span LF I 100.00 I 20 I I 36A 4' Chain Link Fence EA 1,000.00 2 , 36B Chan Link Fence LS 5,000.00 1 37 Spring Head Drain EA 400.00 6 i 38 4' Will. Starts EA 1.15 LO,000 39 Finishing and Cleanup LF 2.00 5,400 -97, -Ld:o /sue:s:s.bo 3c7,39y. Change Orders- --- -- 2 O o GRAND TOTAL I i _ e 4' i I H CITY OF RENTON • DEPARTMENT OF ENGINEERING e MUNICIPAL BUILDING. 200 MILL AVE SOUTH. R-"', '•'A GR,-,1 35-2634 Honey Creek - Phase 11 PROJECT Sanitary Sewer Intprceptor PROGRESS PAN 'ontract No. 040-35 R. t l Contractor_ L. Alia Company__._ �11( - -- __ Sheet-L of 7 it Description Unit Unit Pnce Est PREVIOUS TO TOTAL TO DATE tVo QtY Qty Amount v.r QTy I Amount I Mobilization LS 47,357.00 I 100 t; 471357.00 0% 0.00 100% 47,357.00 ? Clearing and Grubbing LS 32,500.00 1 90• 29.250.00 10% 3.250.00 100% 32,500.00 3 Timber Salvage LF 1.00 1,000 4 Access Road LF 22.07 3,760 1880 44,491.60 0 0.00 1880 41,491.60 41 CMp Culverts LS 4,500.00 1 0 0.00 75% 3,375.00 75% 3,375.00 6 18" CMP Culvert LS 8,700.00 1 901 7,830.00 0 0.00 90% 7,830.00 7 Crushed Rock SY 3.00 650 0 0.00 1239 717.00 239 717.00 8 Temporary Patch SY 3.00 650 9 Asphalt Concrete Pavement SY 15.00 650 0 0.00 239 I 3,585.00 239 3,585.00 10 Portland Cement Concrete SY 30.00 10 11 :,ankrun Gravel TON 3.00 1,000 0 0.00 1430 4.290.00 1430 4,290.00 12 Slope Rocking CY 20.00 1,500 13 Bedding (Type 31) LF 3.00 300 0 i 0.00 154 462.00 154 462.00 14 Bedding (Type III) LF 0.50 5,100 3200 1,600.00 1718 859.00 4918 ' 2,459.00 15 Scour Protection Rock LF 12.60 1,800 0 I 0.00 1430 118,018.00 1430 18,018.00 16A 12" Sewer Pipe LF 30.00 300 16B 8" Sewer LF 30.00 307 0 O.DO 154 4,620.00 154 t 4,620.00 17A Overflow Structure LS 2,500.00 1 17B Interceptor Cut In LS 1.000.00 1 I 0 0.00 1100% 1,000.00 1007, 1.000.00 le M.H. No. 3 LS 1,250.00 1 19 M.H. Type 1-48" EA I 11000.00 4 l l 1'000.00 2 1 2,000.00 3 3,000.00 20 Existing M.H. Depth VF + 100.00 22 21 B" Drop Connection VF 70.00 I 10 22 12" Curv. Sewer Pipe LF 14.20 I5,100 3200 45,440.00 1788 25.389.60 4988 70,829.60 ?3A 12" Cleanout EA 2,000.00 I 15 8 16:000.00 4 8,000.00 12 224 00.00 238 8" Cleanout EA 875.DO I 3 2 1.750.00 1 875.00 3 ,625:00 24 12" Cleanout Apron EA 478.D0 11 ?5 Service Tees EA 350.00 9 0 0.00 10 3.500.00 10 3,500.00 ?6 6" or 8" Serv. Laterals LF 50.00 350 100 5,000.00 287 1 14,350.00 387 19,350.00 27 Television Monitoring LF 0.20 5,100 j 78 Spawning Gravel TON 15.00 11000 0 0.00 925 13,875.00 925 13.875.00 79 Gabions CY 100.00 450 0 0.00 234 23,400.00 ( 234 23,400.00 30 Subdrain LF I 6.00 1,000 0 0.00 1210 7.260.00 I210 7,260.00 A 30" Horizontal Well Point EA 100.00 40 4 400.00 0 0.D0 4 400,00 32 Horizontal Well Point Extension LF 2.00 600 25 50.00 0 I 0.00 25 50.00 33 12" Culvert LF I 40 00 300 0 0.00 260 1 10.400.00 260 i 10,400.00 34 Bridge Structure EA I 4,000:00 I 2 35 Bridge Extra Span LF I 100.00 20 36A 4' Chain Link Fence EA 1,000.00 I 2 36B Chain Link Fence LS 5,000.00 1 37 Spring Head Drain EA 400.00 6 38 4' Willow Starts EA 1.15 0,000 39 Finishing and Cleanup LF 2.00 5,400 Change Orders 1 GRAND TOTAL I 197,168.60 149,225.60 346,394.20 Subtotal $197,168.60 149,225.60 346,394.20 i Retainage: 5% x (a) 9,858.43 7,461.28 17,319.71 Earnings Payable this Estimate - 187,310.18 141,764.31 329,074.49 (a) - (b) Sales Tax: 8.1% * x (a) 15,970.66 11,515.72• 27,486.38 Amount due this estimate (c) 8 (d 203,280.84 153,290.04 1356,560.37 GRAND TOTAL (a) S (d) 213,139.26 160.741.32 373,880.58 1 � MoNT��Y PROGRESS PAYMEN-r. �u M M 44zY OF W ORK cU MONTH OFMPLE7F-p FOR • zs � >L Cn' r 3E ASV F'REPA�p 8`f �«PTED �Y COWIZAI-70p- --_ ISM DESGRIPTtC/.� t,� 2 QT' UN1T Paic� AMou4T: 4. j_�CC�SS QdyA� IHBo LF —Lira .. � A. L e�w�r Q i aVt ..13\bU1 c CITY OF KEN"TON • DEPAR II- ►-:NT OF ENGINEERING • • MUNICIPAL BUILDING, 200 MILL AVE SOU FN. PE.NTON. WA 90055. 235-2631 y�',�••1�1 Honey (,revk - 11 `+ PROJECT_5AUitary-Sewer IOLercU_Ur_ PROGRESS PAVM[NI f.SFIMATE NC. I,._ ;ontract No. 040-85 Contractor-R. L. Alia Ca,roan Clo•.,,,f ;�,,t,._ 7 17 8Sheet-iof Ito, Est PREVIOUS TOTAI. ItflS E£TIMATL TOTAL TO DATE No Desc npt,on Un,l Vmt Prlce - T Am _QtY _ Qty Anvount _VtY ownl Qly Amouof 1 Mobilization LS 47,357.00 1 /, J7,?�7.uc} - [ Lt..iring and Grubbily LS 32,500,00 1 ; 32,5o0 , �.:• �.}.c. 3 . 1,-ber }al vage LF 1.00 11000 �,,., 7 •: '7 uc..o✓ r 7c Z.oa` 4 Access Road LF 22.07 31760 IY,�U 41,411.rno I -3 41 4111 .,-„ 37le0 C'}Z•123,Z0 5 LMP Culverts LS 4,500.00 1 7'7• 3?'t 6 18" CMP Culvert LS 3,700.00 1 `l07 '�,g�o.-••� Io7„ g"Ir7.p.r lou`!. f37 a}.00 7 Crushed Rock SY 3.00 650 Z37 717.0- -91 H Temporary Patch SY 3.00 650 a.00 242 ( 7ZG >., A-a -IZ,ra.ao 9 Asphalt Corcrete Pavernent SY 15.00 650 7317 w og .» 2F11. I 434`.". aJ5go -Ir15 O.od ID Portland Cement Concrete SY 30.00 10 h o.oa} o o.0n r� o oe II Bankrun Gravel TON 3.00 1,g00 145o AZYO,,>-} o aw Iq'?.• 4yq 0,o a 12 Slope Rocking Cy 20.00 1,500 , , o.o� 11'29 22,e`'5 nu 11329 13 Bedding (Type 1I) LF 7.00 3oi7 154 4;.•Z .au %'r•1 ✓<i43,en 4"t�• 14 >•.,ou L1 Bedding (Type I11) LF 0.50 5,100 411(d I L95Q,r'!> ca '+ =+ 4'11a 24S9.uo I% Scour Protection Rock LF 12.60 1,800 t4vo Ia61B.w �> va• 114E.0 1 E}a 18.co ItA 12" Sewer Pipe LF 30.00 300 U I ouo 8Z'1 ' i '�o,t„1 I �,7 t? !F,B B" Sewer LF 30.00 307 154 4r�to•uo =� o.cn j1:14 4r(.Lo.w IIA Overflow Structure LS 2,500.00 1 I O,00 Sow5�9,> 1 9o•uv IIB Interceptor Cut In LS 1,000.00 1 l007.,; (aoo.u.n I �; OLo I I0or7 18 N.H. No. 3 LS 1.230.00 1 U o.o.} la,y, 12�in,c•, rr,Y ( �w....� 19 M.H. Type I-48" EA I,1,0o.00 4 AN 500o.OJ �• $aoo r,_:. !o ,.r o•}o.uo :'0 Existing 11.11. Depth VF 100.00 22 < > C, o•' ?1 8" Drop Connection Vr I O 70.00 10 !� ,"' W $,1 I 3p7• ooI P> I Tito"i.•� Z7 12" Curv. Sewer Pipe LF 14.20 5,100 ' T,7 -rra 979.lx�1 0 :,.c.+ 9'Gt 7o,6LL1Lr,0 73A 12" Cleanout EA 2,000.00 15 IZ Jb,ry YJ/,• , ,�;,,,, 1� Za 238 8" Cleanout EA 875.00 ? I ZIb ZS,o-�I 4 O.w 3 2 v: j.00 I4 12" Cleanout. Apron EA 479.00 11 'S Service Tees EA 350.00 9 In 35tr�.W C� O•c,• , -, 3<io.,,uo 6 6" or 8" Serv. Laterals LF 50.DO 350 35'7 Iq3-- o•} O U,O.> zq'7 % Television Monitoring LF 0.20 5,i!10 0a} , I + c>.. Spawning Gravel TUN I 15 Gabions Cy 1f0.0000 1,400500 23J� i L19?,1 Y,o7o�..o-+�,1 7� `)Za I ae"iS. uo I -!lG;,J., d !_ •"j 3090a.uo r Subdrain Li 6.00 1.000 121tl -72 te0.w 20 Ilo.�} ILSo 7380.of 'I )0" horizontal Wrll Point EA j ](If),Go 40 Q 400.•- , C cxa+ 4 Iforizontal kell Point Extension LF - 2.00 600 25' I �a.uJ --•y Su.uo 17" Cub•ert LF 40.00 300 1""IAV I I '4 Bridge Structur" EA 4,000.00 2 r, G.r•�' j v ' C, a�> o C},ou Bridge Lxtrx Sf ,. I.F I 100.00 20 I ` 4' Chain Lank Fence EA 1,000.00 2 r- :).1- It I Chain Link Fence LS 5,000.00 1 0 ! 0.0�7 ./ ✓.eu I e> c�.OJ Spring Head Drain EA 400.00 6 C, o <..� 4' Ni"1 Starts EA 1.15 0,0t10 i I utr? a U.C..'} 0 0.0.E Ft nisn ing and Cleanup Lf 2.00 5,400 Change Orders - GRAND TOTAL I i I I I j iI i i I MONTHLY RR06RE55 PAYMENT • _Su MMAMY OF WORK C0MPLS7E-p FOR MONT'N OF PRO >>=G—[ ——• PREF'A�p BY • G E�c�o.l..� �1��bf �«l'EV f'�Y Crh�'1QAc.To{Z . 1 DESLRIPTION QTY, UNIT t,lN�T i tica AMOWT! T m _ 1.00 730.00 ) S.-(. 3:0a 141.00 3.00 - I,IyF.00 11 Iu �s2tc�S E_Fvwa �+� H 2b(o c.Y. W, co 5, 7Zo•o0 1 ! Aien{Iw 51�c1w e SJ L.S._ ZSW. 00 l Zsu.00 _ EK-t w, %►roleV.F.1 Woo 1 3 .v0 2"Cl_— A�w� 4�ca—st '' EA. �}� o0 �F Or$'• S+��ic.c �.a.K.r.aa- Q,p.0 1.F. 50- 00 lt.000 xo Z9 ca �oY�s �o`` L• C. kDU.00 (01400.00 zo1 ^ v�_ _ 2v L•F• _ (c coo 34 Q„ d� 51. nc1 une Eq• 40W.00 %a ooc 7.7 E k -- l urm a - :lII CITY OF RENTON • DEPARTMENT OF ENGINEE;ZING ,� • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH RENTON. WA. 98055. 235-2 31 Honey Creek - Phase 11 'fix ,. PROJECTSdCitary Sewer Interceptor PROGRESS PAYMENT ESTIMATE/NOO'��p`� 7ontract No. 040-85 Contractor_R. L. All a Company Closing Date��S�Sheet 1 of It Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATt No Description Unit Unit P"ce Qty Qty Amount Qty Amount Qry Amount i Mobilization LS 47,357.00 1 100% 47,357.00 0 0.00 100% 47,357.00 2 Clearing aid Grubbing LS 32,500.00 1 100% 32,500.00 0 0.00 100% 32,500.00 3 Timber Salvage LF 1.00 1,000 702 702.00 730 730.00 1,432 1,432.00 1 Access Road LF 22.07 3,760 3760 82,983,20 1 0 0.00 3760 82,983.20 5 CMP Culverts LS 1,500.00 1 100% 4,500.UO 0 0.00 100% 4,500.00 6 18" CMP Culvert ILS B,700.00 1 100% 8:700.03 1 0 ! 0.00 100% 1 8,700.00 7 Crushed Rock Sy 3.00 650 530 1,590.o0 ! 0 0.00 �530 1,590.00 D Temporary Patch ISY 3.00 650 ( 242 1 726.00 ! 49 147.00 291 I P73.00 9 Aspnalt Concrete Pavement Sy 15.00 650 530 7,950.00 0 0.00 530 7,950.00 io Portland Cement Concrete SY 30.00 10 0 290.00 0 0Do 0 I 0.00 11 Bankrun Gravel TON 3.00 1,000 14030 4, 0.00 1398 I 1,194:00 1828 5,484.00 12 Slope Rocking CY 20.00 1,500 1132.91 22,658.00 1308.1 6,162.00 1441 28.820.00 13 Bedding (Type 11) LF 3.00 300 1435 1,305.00 j 0 1 0.00 435 1.305.00 14 Bedding (Tyne 111) LF 0.50 5,100 4918 ( 2,459.00 0 0.J0 4918 2:459.00 15 Scour Protection Rock LF 12.60 1,800 1430 18,018.00 0 1 0.00 1430 18OIS.00 t6A 12" Sewer Pipe LF 30 " 300 329 1 9,870.00 0 1 0.00 329 9,870.00 168 8" Sewe• LF 30.uU 301 154 4620.00 I 0 0.00 154 4,62C.00 17A Overflov Structure LS 2,500.00 1 50% 1:250.00 i50% ! 1,250.00 100% 2,500.00 178 interceptor Cut In LS 1,000.00 I 200% I 1,000.00 1 0 I 0.00 100% 1,D00.DO 18 M.H. No. 3 LS 1 11250.00 1 100% i 11250.00 0 0.00 100% 1,250.00 19 M.H. Type 1-48" EA 1,000.00 4 6 - 6,000.00 0 0.00 6 6,000.00 70 Existing M.H. Depth VF 100.00 ' 22 0 I 0.00 I13.3 1,330.00 13.3 1,3Pn 00 21 8" Drop Connection YF 1 70.00 10 8.1 567.00 0 0.00 8.1 ' )0 22 12" Cur, Sewer Pipe LF I4.20 5,100 4988 f 70,829.60 1 0 0.00 49118 70,• 0 0 !`. 23A 12" Cleanout EA 2,000.00 IS 12 24,000.00 i 0 0.00 12 24,0 .00 238 8" Cleanout EA 875.00 ' 3 3 2,625.00 0 0.00 3 2,6ta.00 24 12" Cleanout Apron EA a78.00 11 0 I 0.00 18 I 3,824:00 8 3,824.00 ?5 Service Tees EA 350.00 9 10 3,500.00 0 0.00 30 3,500 00 16 6" or 8" Serv. Later-alp, LF 1 50.00 310 387 ' 19,350.00 180 � 4,000.00 467) 23:350:00 :1 Television Monitoring LF 1 0.20 5,100 0 0.00 0 ! 0.00 4 0.00 28 Spawning Gravel TON 15.00 1,000 925 1 13,875.00 0 0.00 925 13,875:00 9 Gabions ICY !00.00 450 309 30,900.00 64 6,400.00 373 37,300.00 30 5ubdrain �LF 6.00 i1,000 1230 1 7,380.00 ! 645 3.870.00 1875 11,250.00 11 30" Horizontal Well Point EA 1 100.00 1 40 4 400, 00 0 1 0.00 4 400.00 32 Horizontal Well Point Extension LF 2.00 600 25 1 50.00 0 0.00 25 50.00 13 12" Culvert ILF 40.00 300 260 10,400.00 0 0.00 260 10,400.00 34 Bridge Structure EA 1 4.000.00 2 0 I 0.00 ! 3 12,000.00 3 12,C00.00 35 Bridge Extra Span LF i 100.00 20 0 0.00 0 0.00 0 0.00 76A 4' Chain Link Fence EA 1,000.00 2 0 1 0.00 I 0 I 0.00 0 I 0.00 368 Chain Link Fence LS ! 5,000.00 t 0 0.00 0 0.00 0 0.00 37 Spring Head Drain EA 1 400.00 6 0 0.00 1 800.00 2 800.00 38 4' Willow Starts EA 1.15 0,000 0 1 0.00 0 0.00 O 0.00 39 Finishing and Cleanup LF I 2.00 5,400 0 I 0.00 0 I 0.00 0 0.00 Change Order No. I 1 i I -5 771.40) (-5,771.40) GRAND TOTAL 1 1$443.604.80 I $35,935.60 $479,540.40 j I I f I i i I I � _ c0Ay �R ° CiTY OF RENTON • DEPARTMENT OF' +ENGiNEERING • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, RENTON, WA 98055. 235-2631 ��v,'�r�� Honey Creek - Phase 11 19/ f'IAI L PROJECT Sanitary Sewer Interge-tor PROGRESS PAYMENT ESTIMATE NO 3,_ ":ontract No. 040-85 Contractor R. L. Alia Company C loc,ng Datc• Oct_31, 1985 Shoot Loi 't Est PREVIOUS TOTAL THIS ESTIMATE TOTAL, TO OAT �- Description Unit Unit Price Qty Qty Amount Qty Amount Qty. Anwunt 1 Mobilization L5 47,357.00 1 1pOE 17,357,pp 0 0.00 100E 47,357.00 2 Clearing and Grubbing LS 32,500.00 I 100E 32,700.00 0 3.00 100E 32,500.00 3 Timber Salvage LF 1.00 1,000 702 702.00 730 730.00 1432- 1,432.00 4 Access Road LF 22.07 3,160 3760 82,983.20 I 0 ! 0.00 3760 82.983.20 5 CMP Culverts LS 4,500.00 1 100E ! 4,560.00 0 ! 0.00 100E 4,500.00 6 I8" CMG Culvert LS 8,700.00 1 100X 8,700.00 0 ' 0.00 100E 8.700.00 7 Crushed Rock SY 3.00 650 530 1 .590.00 0 I O.GO 530 1,590.00 E Temperary Patch SY 3.00 1 650 242 726.00 49 147.00 291 873.00 9 A,phalt Concrete Pavement SY 15.00 1 650 1530 I 7,950.00 0 1 0.00 530 7,950.00 10 Portland Cement Concrete SY 30.OD 10 p 0.00 D 0Do 0 0.00 I1 Bankrun Gravel TON 3.00 1,000 1 v 1410 4,790.00 398 1,194.00 1828 5,484.C3 12 Slope Rocking CY 20.00 1,500 1132,9� 22,658.00 296 5-7 18. 28,378:00- 13 1 Bedding (Type 11) LF 3.00 300 435 1,305.00 , 1D 0.00 1135 1,305.00 14 Bedding (Type 111) LF 1 50 5,1010 4911 I 2,459.00 0 1 0.00 4918 - 21459.00 l5 Scour Protection Pock LF 12.60 1,800 1430 I 18,018.00 0 I 0.00 11430 18,018.00 !CA 12" Sewer Pipe LF 30.00 300 329 9,870.00 0 D.00 329 9 870.00 i6B 8" Sewer LF 30.00 307 154 - 4,620.00 0 I 0.00 154- 4.620.00 l7A I Over Flow Structure LS 2.500.00 1 SOX 1,250.00 50% 1,250.00 100% 2,500-00 ;78 Interceptor Cat In LS 1,000.00 I 1 100% 1 :000.00 0 0.00 100% 1,000.00 :8 M.H. No. 3 LS 1,250.00 ! 1 100% 1,250.00 0 0.00 100% 1,250.00 i9 M-H. Type 1-48" EA 1,000.00 4 6 I 6,000.00 O 0.00 6 . 6,000.00 ?0 Existing M.r.. Depth vF 100.00 I 22 0 0.00 13.3' 1,330.00 13.3 1,330.00 ?i 6" Drop Lon-^.ection YF 70.00 1 10 8.) 1 567.00 0 I 0.00 8.1 567.00 22 12" Curv. Sewer Pipe �EA Lr 14.20 15,100 4988 70,829.60 0 0.00 4988 70,829.60 3A 1Cleanout EA 2,000.00 IS 12 24,000.00 0 O.OII 12 24,000.00 3B 8" ClEA 875.00 3 3 2,625.00 0 0.00 ! 3 2,625.00 ?4 12Cleanout Apron 478.U0 11 p 0.00 8 I 3,8T0 00 8 3 824.00 ?5 Service Tees EA 350.00 9 '6 6" or 8" Serv. Late,als LF 5q,00 350 10 3:500.00 0 0.00 10 3.500.00 38T 19,350.00 80 4,000.00 467 23,350.00 27 Television Monitoring LF 0.20 5,lD0 350 1 P8 Spawning Gravel TUN 0 0.00 0 0.00 0' 0.00 p 9 I 15.00 t,000 925 13,875:00 0 0.00 926, 13,875.00 '9 Gab tons IC' 100.00 450 19 30,900.00 64 6,400.00 373 37.300.00 30 Subdrain LF 6.00 1,000 1 31 30" Horizontal well Point EA 100.00 40 12,10 1,380.00 26 120.00 1 7,r�g Off Hcrizontal well Point Extension LF 2.00 600 400.00 0 0.Do 4 100.00 i3 12" Culvert LF 42.00 300 25 I 50.00 0 I` 0.00 - 25 50.00 A Bridge Structure 1260 10,400.00 0 0.00 260 10,400.00 9- EA 4,000.00 2 1 0 0.00 3 I 12.000.00 3 12.000.00 35 Bridge Extra Span LF 100.Do 20 0 0.00 0 0.00 0 0.00 36A 4' Chain Link Fence EA 1,OOO.OD 2 I 0 0.00 0 0.00 0 0.00 368 Chain Link Fence LS 5,000.DO ] ! 0 0.00 0 0.00 0 0.00 37 Spring Head Drain EA 400.00 6 I 0 0.00 2 800.00 2 800.00 38 4' willow Starts EA 1.15 0,000 0 I 0.00 0 0.00 0 0.00 19 Finishing and Cleanup . LF 2.00 �5,4C0 I 0 0.00 0 0.00 0 0.00 i 1 Change Orders GRANO TOTAL $443.604.80 537,61fr:6O- I �500,11G-80 1 I I I I i i I I I I I ' I � i OF R4L A T PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 OO MUNICIPAL BUILDING 200 MILL AVE.SO RENTON,WASH.98055 9 p P 'Irto SECt Eoo BARBARA Y. SHINPOCH MAYOR January ]5, 1986 R. L. Alia Company 9215 Martin Luther King Jr. Way S. S^_attle WA 98118 Subject: Money Creek Sewer Interceptor Phase 11 Change Order /1 Dear Sirs: Please sign the attached Change Order form for Change Order N1. Our Finance Department wants the Change Orders to be prepared on the City forms, not HCUL. Please sign and return for processing. I will give you a copy when I get all paperwork complete. Thank you, / ��i L�' SWVM Robert E. Bergstrom, P.E. Engineering Supervisor :mf Attachment cc: Fred Kern, HCUL Engineering C.O. / I CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE URUER AGREEMENT CONTRACT _ Honey Creek Sanitary Sewers Phase 11, S-296, CAG 040-85 CONTRACTOR _R.l. Aliq Companv, 9215 Martin Luther King Jr. Way St ., Seattle WA 98118 SUMMARY OF PROPOSED CHANGE _ 1. Add extra anchors for CMP storm drain L.S. Additive. E 450.00 2. Remove existing pipe and provide new 12" connection at new ---Honey Creek Pump Station, L.S. Additive. 228.60 3. Approve bridge detail and plan change, no mice change 0- 4. Reduce access road rock surlacin (rum 12" thick to 6" thick L.S. Deductive. 1,000.00 5. Add additional clean-up of slope from NE 17th St. to creek s`ewer�mpnt. L.S. Additive. + 450.00 6. Add trace wire. L.S. Additive. � 100.00 7. Add wider roadway patch on Union Ave. NE. 136 sq yds. @ E40/per sq. yd. Additive 5,440.00 8. Add traffic loop replacement at Sunset and Union Ave. NE, L.S. Additive, 1.562.94 Subtotal $1.231.51 --99.75 — total with Tax f1,331.29 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. ORlGtiiAiL C0NTRACI fUAkrNf HA Cpf�RgC LSiIµgTEU?+ET'GFANG� ES FEU LONTRAC AMOUNT I AMOUNT THIS ORDER I i 3536,853.20 I E536,853.20 —TOTAL AFTER CHANGE E1,231.54 w/c tax E538.084.74 SIGnATURES: CONTRACTOR _ �/ ! DATE PROJECT ENGINEER x� DATEJ,-,IS'*/48,C APPROVED BY — ---- otrector DATE -(Public ilor s �'— CITY OF RENTON • y. DEPARTMENT OF ENGINEERING •�•� MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA 98055- 235-2631 I ��'-�•�7� Honey Creek - Pha;e 11 PROJECT Sanitary Sew r In •rtgp or _ PROGRESS PAYMENT ESTIMATE N0..1___ . �ntract No. 040-85 Contractor R. L. Alia Company CIOS,ny Date----11LK..__ Sheet.1-of 2 'I Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE Amo „b Descript,on Umt Umt Pr,ce Qty Qty unt Qty Amount Qfy Amount I Mobilization LS 47,357.00 I Clearing and Grubbing LS 32,500.00 1 Timber Salv,ge LF 1*00 I,000 7 Access Road LF 22.07 3,160 i CMP Culverts LS 4,500.00 1 1 18" (MP Culvert LS 8,700,DO 1 I j Crushed Rock SY 3,00 650 Temporary Patch SY 3.00 650 7 Asphalt Concrete Pavement SY 15.00 650 Portland Cement Concrete SY 30.D0 10 Bankrun Gravel TON 3.00 1,000 :2 Slope Rocking CY 20.00 1,500 :3 Bedding (Type 11) LF 3.00 300 .1 Bedding (Type 111) LF 0.50 5,100 ' Scour Protection Rock LF 12.60 11800 :6A 12" Sewer Pipe LF 30.00 3DO j 6B 8" Sewer LF 30.00 307 17A Overflow Structure LS 2,500 00 I j 8 Interceptor Cut In LS 1:000:00 1 ;8 M.H. No. 3 LS I 1,250.00 1 '3 I M.H. Type 1-48" EA I 1,000.DO 4 O Existi pg M.H, Depth VF ]00.00 22 I 1 -1 8" Drop Connection VF 70.00 10 Curv. Sewer Pipe LF 14.20 5,190 Cleanout IEA 1 2,000,00 15 j 38 A" Cleanout EA 875.00 3 '4 12" Cleanout Apron IEA 478.00 11 Service Tees EA 350.00 9 6" or 8" Serv. Laterals ILF I 50.00 350 Television Monitoring 0.20 5,100 LF ! '6 Spawning Gravel TON I 15.00 11,000 I Gabions Cy i 100.00 I 450 :n Subdrain LF i 6.00 11,000 3o" Horizontal Well Point EA I00.00 40 I I I:C I Horizontal Well Point Extension LF 7.00 I 600 Culvert LF 40,00 31 1 8rfdge Structure EA 4'000.00 I 2 i Bridge Extra Span LF 100. r0 20 " 4' Chain Link Fence EA I 1 000.M 2 - ;B Chain Link Fence LS 5,000.00 1 Spring Head Drain EA 400.00 I 6 i 4' Willow Starts EA I 1.15 IJ 0,000 Finishing and Cleanup LF 2.00 5,400 I � I Change Orders GRAND TOTAL I 1 I I i ! j I ! I i I I I I 1 I I I CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING, 200 MILL AVE SOUTH. RENTON. WA 98055. 2`15-2G31 Honey Creek - Phase II PROJECT SanitarySewer int r "tor_ PROGRESS PAYMENT ESTIMATE NO.._._ Contract No. 040-85 Contractor_ R. L. Alia Company Clos,ng Date__7j}7[_8-__ Sheet_L of__ It Est PREVIO VS TOTAL THIS ESTIMATE TOTA, TO DATt �. Deec ript�on _ Unrt Umt Pace QtY Qty _ 4moune ' Qty 4mount Qty Amount I Mobilization ILS 47,357.00 1 2 Clearing and Grubbin,l ILS 32,500.00 1 ! 3 Timber Salvage ILF I I.00 1,000 ' 4 Access Road LF 22.07 3,760 5 CMP Culverts iLS I 4,500.00 1 6 IB" LMP Culvert LS 8,700.00 1 j 7 Crushed Rock SY 3.00 650 0 Temporary Patch SY 3. )0 650 9 Asphalt Concrete Pavement SY 15.00 650 I - 10 Portland Cement Concrete SY 3"00 I Bankrun Gravel TON 3.00 11000 I 12 Slope Rocking CY 20.00 1,500 1 13 Bedding (Type 11) LF 3.00 300 i 14 Bedding (Type 111) LF 0.50 5,100 is Scour Protection Rock LF 12.60 1,800 16A 12" Sewer Pipe LF 30.00 300 166 P" Sewer LF 30.00 3C7 17A Overflow Structure LS 2,500.00 1 178 interceptor Cut In LS 1.000.00 18 I M.H. No. 3 LS 1,"0.00 i 0 M.H. Type 1-48 EA 1,000.00 4 20 Existf ng M.H. 0ep*h VF 100.00 22 2l 8, Drop Connection VF 76.00 10 22 12" Curv. Sewer Pipe LF 14.20 5,100 I 23A 12" Clean out EA 2,000.00 15 238 8" Cleanout EA 875.00 3 I I I 24 12" Cleanout Apron EA 478.00 11 25?6 Service"Tees EA 350.00 I 9 6" or 8 Serv. Laterals LF 50.00 350 27 Television Monitoring LF 0.20 � 5,100 28 Spawning Gravel TON 15.00 1,000 I 29 Gabions CY 100.00 450 30 Subdrain LF 6.00 1,'000 31 30" Horizontal Well Point EA 10J.r1l 40 32 Horizontal Well Point Extension LF i 2.j0 600 33 12" Culvert LF i 40.00 I 300 34 Bridge Structure EA 41000.00 2 I 7` Bridge Extra Spar, ILF I 100.00 I 20 3,A 4' Chain Link Fence EA 1,000.00 2 360 Chain Link Fence ILS 5,000.00 1 37 Spring Head Drain 1EA 400.00 6 38 4' Willow Starts EA I 1.15 0,000 39 Finishing and Cleanup LF I 2.00 5,400 fIi Change Orders I i GRAND TOTAL i I I I I I I i I E -- - CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH. RENTON, WA 98055. 235-2631 yF'.V'5�1 Honey Creek - Phase 11 PROJECT Sanitary Sewer Interceptor -_ PROGRESS PAYMENT ESTIMATE NO -2ontract No. 040-85 Contractor R. L. Al is Company 1 17 85 Closing Dale 1.l� Sheet__I of 2 iten Est PREVIOS TOTAL THIS ESTIMATE TOTAL TO DATE Description Unit Unit Pnce No. QtY Qty UAmount Qty Amount Qty Amount Mobilization LS 47,357.00 1 1 Z Clearing and Grubbing LS 32,500.00 1 3 Timber Salvage LF 1.00 1,OOO I I 4 Access Road LF 22.07 3,760 i 5 DIP Culverts LS 4,500.00 1 6 18" CMP Culvert LS 8,7" 00 1 - - 7 Crushed Ruck SY 3:00 650 5 Temporary Patch SY 3.00 650 9 Asphalt Concrete Pavement Sy 15000 650 1 10 Portland Cement Concrete SY 30.00 1C it Hankrun Gravel TON 3:00 I1,000 12 'ope Rocking CY 20.00 1,500 1 13 Ading (Type II) LF 3.00 300 14 Bedding (Type 111) LF 0.50 51100 15 Scour Protection Rock LF 12.60 1,800 j 16A 12" Sewer Pipe LF 30.00 300 i 166 8" Sewer LF 30.00 307 17A Overflow Structure LS 2,500.00 1 17B Interceptor Cut In LS 1,000.00 1 18 M.H. No. 3 LS I 1,250.00 '. 19 M.H. Type 1-48" EA I'000.00 1 I , 20 Existing M.H. Depth VF 100.00 22 1 11 8" Drop Connection VF 70.00 10 1 Z2 12" Curv. Sewer Pipe LF 1420 5,100 �3A 12" Cleanout EA 2,000.00 15 �38 8" Cleanout EA 875.00 3 24 12" Cleanout Apron EA 478.00 11 'S Service Tees EA 350.00 9 16 6" or 8" Serv. Laterals LF 50.00 350 i '7 Television Monitoring LF 0.20 5,100 '8 Spawning Gravel TON 15.00 1,000 I A Gabions CY 100.00 450 30 Subdrain LF 6'00 � 1,000 it 30" Horizontal Well Point EA 100.00 40 2 Horizontal Well Point Extension LF 2.00 600 33 12" Culvert LF 40.00 300 t4 Bridge Structure EA I ^,000.00 2 ?5 Bridge Extra Span LF I 100.00 20 36A 4' Chain Link fence EA � 1,000.00 2 I I 36B Chain Link Fence LS 5,000.00 1 31 Spring Head Drain EA 400.00 6 i 38 4' Willav Starts EA 1.15 0,000 39 Finishing and Cleanup LF I 2.00 5,400 Change Orders GRAND TOTAL i I I I i I I i iI f I I �F11 I N11ll T E R O F F I C E Y E M 0 TO t lYl OIl4, A,,' .i,, DATE FROM: SUBJECT: CkP„,�E. fife%� {:k �t uN�:J....l C'•U '�� S<yr�� C`J•�jt%>a.(a Ora -T, cnk cNG C)va -PS �- j��..k S 6 • CITY OF RERTUH • PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER A64EWHENT CONTRACT _Honey Creek Phase 11 Sanitary Sewer interceptor CAG 040-85 CONTRACTOR _ R. L- Alia, 9215 Martin Luther King Way S., Seattle, WA 98118 (122-4900) SUMMARY OF PROPOSED CHANGE _ Emergency Flood Repair ' upper channel _! FINAL REPAIR FORCE ACCOUNT: Labor $5,623.42 20% Overhead and Markup 1,124.68 TOTAL LABOR -_ --- ;6,748.10 Equipment $9.219.01 TOTAL EQUIPMENT $9.219.01 Material $9,651.17 15% Overhead and Markup ` `1.042.68 TOTAL MATERIAL $7,993.85 Miscellaneous $5,171.95 15% Overhead and Markup 790 74 TOTAL MISCELLANEOUS $6,062.74 _ TOTAL $30,023.70 8.1% Sales Tax 2,431.92 i --_--- — GRAND TOTAL $32 455.62 All work„ materials and measurements to I- in accordance with tl�e provis;ons of the Standard Specifications and Special Provi>:ons for the type of construction involved. ORIGINAV LuNiRACT-- CURRENT-00-WR-A-LT---EST)► ID-NITCilMa --LSHMAliv CONTRACT AMOUNT I AMOUNT THIS ORDER TOTAL AFTER CHANGE $536,853.20 $610.520.81- /, ,$30,023.70 w/o tax $640.544.57 SIGNATURES: rONTRACTOR -� ' {-, _ _ DATE PRpJECT ENGINEER _ -C -` DATEtoi° APPROVED BY _ DATE �� •�- —�-�------------�Pa� c Ilo1r s�UZreUorl HAMMOND,COLLIER&WADE—LIVINGSTONE ASSOCIATES.IYC. CONSULTING ENGINEERS "11199E-43 VEARS Ore ESSIONAL SERVICE .mo STONE rAr Norm. u.In A r.P[•[ SE.TTLE.rAII#v T NBRIO>6 CONSULTANTS �' '"d '( TEi.Er,gNE IS06 432a664 c4:+G(•wu..ap.a [r[MrC�G RRF.[ ODr R[OtMR[( MEiI R>D.{.y1 O[ PO�(2", wAwP[w[`rrx.( 303 SOul.9y JT:ST rl W[[P OO..i..{ wtw TCM[E rA 3[uNuiON b�, RW m,[RNP.q R[s rElEp FISM 66l I161 July 31, 198b Mr. Robert Bergstrom City of Renton Dept. of Public Works City Hall, 200 Mill Ave. Renton, Washington 98055 Re: Honey Creek Sewer System January 18, 1986 Flood Damage Repair (Change Order - Force Account Work) July Charges HCW-L No. 2850 Dear Bob: Force account charges in the amount of $32,455.62, inclusive of WSST, have been requested by R. L. Alia Company for work, completed through July 22, 1986. The hours noted for equipment and manpower and weight tickets are reasonable and accurate. Rental rates for equipment are from the Rental Rate "Blue Book". We recommend payment in the amount of $32,455.62 be made to R. L. Alia t,empany. Sincerely, . Frederick G. Kern, P.E. FGKIrtf Enclosures Summary of Mork and Documentation of Time and Materials by R. L. Alia Co. W17-63 r � • JN'ICaORYVAD V\Ill\�[[ k cAt. A , � [DV eM[MT Y[NiAI �R�:DMC9[T[14•YIMY �a ompanV y GENERAL CONTRACT17R5 931a [m!':11[ wAY•OUTN 7 4;rt��7_ [ATTL9 WABNINBTON sells ,3061 933.4900 JUL 23'6: July 22, 1996 j Hammond. Collier i Made 4010 Stone Way N Settle, WA 98103 Re: Re-rock of Honey Creek, Completion Dear Fred, Please find enclosed our billing for the completion of the rc- rock work at Honey Creek, Should you have any questions, please call. Thank you, R L Alia Cumpal. Gary J Pankiewicz, Office manger cc: Bob Bergstrom, City of Renton CONTRACTOR'S LICENSE NUNEER RLAL-l"SS3KP • • u.OaPaeOu.O VT Lrrm /�/E/^/ ///'] [OYIPM(Mi Ra.TAL • � //{ / ' CO.CP[TE PAVING ll.�//�� ___//////!llrrrFFFLLLca ■t/ompanc�. - OENERAL CONTRACTORS -1 9216 EMPIRE WLY SOOT. RATTLE.WASNINRTON sla''s (106 722-4900 July 22, 1986 H&.mMnd, Collier 6 Wade 11010 Stone Way H Seattle, MA 98103 Re: Honey Creek Phase II, Re-rock Dear Fred, On June 30, 1966, the barge loaded with 1,000 tons of special rock for Honey Creek arrived at General's dock. General Rock has insisted the ),000 tons of rock be hauled away from their yard immediately upon arrival so as to make room for their other deliveries. Fo: this reason, this firm procurred a storage site to stockpile the rock during the course of placement, tee rock had to be trucked from General's yard to this storage site. For this reason, there is the billing for the truck 6 trailer rental to move the rock. As you probably recall, last year our order was sold out from under us be- cause we could not place the rock in fast enough fashion to clear General's yard. As this is soecial rock, there Is no time to allow for constant re-ordering. The costs included in this extra step are: 1) Truck costs of the rock to the stockoile; 2) One mar's time to bunch the pile 6 flag the trucks into the site' 3) Rental of the site, There are benefits to this extra step which are realized and noted as: 1) The trucking distant• to Honey Creek from the stockpile is cut In half so only half of the trucking which would have been re- quired to supply the placing crew is now needed. This is becuase the stockpile is so much closer; 2) The stockpile site is directly across from our yardsite which will allow us to attend the pile for loading only when needed and not need to supply a loading man full- time, The City of Renton had a potential stockpile site a 24th S Jones but this would only eliminate the need for the site rental we have incurred but it would have triggerred the need for a fulltime machine 6 operator to load the trucks and increased the hauling costs of the move from General to this site as it was further away by about 1/3. These costs would easily overrun the site rental cost, CONTRACTOR'S LICENSE NUMBER hL'AL`1 "262KP page 2 • • The stockpile for the rock was necessary to General, aid in reality, is cost effective to the project. It is because it is an alteration to the previous method that iv: have sought t� explain tt is t you. Please -all if you have any questions. Thank y. , R L Ali nnyy ZZ.iche tl , President • R. L. ALIA CO►OR IC E GENERAL CONTRACTORS 9215 At. L. KING N: cOUTH SEATTLE. WASI.11W 98118 a0. %: 1986 (206) 722-490u OATf July 22, 1986 SOia TO SHIlrEO TD City of Renton ' 200 Mill Ave S Honey Creek 11, Re—rock Renton, MA 9B055 I I Bi !l;ng per attached detail ^.,' 013.10 8.1% Sales tax 2,431.92 rota] due this invoice 32,455,C2 I i I I y CAL., h J 3 7t L F Nr%, 1 V,, 'P�M•; Tawa 4'w /q44, . Z�Ssi 9 iSY 2tsyy , isY 7131..r._ 2lS32- f $(o2j,V1 Fcv/rysi.NT r77,iY,E ro ryr 4..,w 7<( /iT L Y%Y Sri t x /7 /�r� ✓ r:73.' 7s A. i S d 3 aPr. a�= 7V 213 A. Kwmr. S P x 8 X b 8 4 71L A I)t 771S o TRR4:R - L d'. b. Y 8 )f. Y. Y 71 3v > lr* OR Lis � 2 rV �'• T GYty. s, I 1 2 Tn y� M27S o u a."L- `f y ro c- 9vsa yn aa,n It �Y yY SO u♦ Eie..eeM, Ym.uVr I 1 y r IY SS .$.+V c7rk4 �- r i 799-ter 'rl$1Z 1 R/pt.7.- --ry..(7u,� y Y µ 4s4 x 54%' �Y1-/S y , i WoWanp 1/ wn nnr clyusleN --- - 1,/1 ..V� nns, o4t iM3W IfID3 lYlN3t 7Pl 'f � 1 ----a'';-vt--�� r • -i 11 N31M103 -- $Jr w s.roN 11 irCl no3 Au�dso� 49Vuol5 '�Wp ii3Oli v!0 ulsoau I 1•col L ! '— luno" vino, wyN {,"W3ju{A . lYp _ � 1 — SM311 air T•rc'e Ir�f I u• tl 16 -M IWOS-'K A rM u�d• j cILA �o rn��•u •��u wnr•a� I wo.tx 1 i555 NURTHJP WAY,BELLEVUE.W- 9yip� we p w.Y.o�ocr�r — aLn L• � .UY:aCirOn �/� OT p�O // IWVFNy WC. • CO TT TC 6G �eucawa [x 11555 NORTNUP WAY,BELLEYUE,W N q yypp� Y R06,887818, - 16374 'Lratn LL �-� / �... ")65"577 w.Y..•oo+w� gZr1_ l WO I? ,/ r,ic .,� ro le l- s a�El Ul I`�LEAGE BfG�J�� i LYa.�p /..J)/( �EOLII' T'MY � T9T4 My�p �Li ;w OM1VBRi Nr x4Y'ti -- -�Vo\F Tyra— `IM�M(� -�-OYVTiYCT Y rJ. DanJer, (n(FF ' V. ^. • 02013 40574 u Ma,ulI .p, - — Garw aslaw Rw Sro ro.a; T.non.. u. Z Dw wNw � - rawGrp.a— ,qU LOafgn . ,7 Y Joo Numpyr. WAP uwa oo wFnw n..wn NunW Fran --� io NoICna. HFV. 1 .- 1 raw Co 4.SN,.___ _Sprr•✓aa p FaY wpru wY b.wrpwi N:M nana a as nrFgl b.�M nOlwl.n rocwee.. ;nu:ew.I,•Fw mon!i.rF h crr.'pFE m.Y oar or FLNI.w. • �'drF,p.a au.q W wan N ri maW,www.p a+N a p aRlrp. ' NORTHL.nK f LICKING, INC. Dw. 7fi/sG 1.772 � TrukNo. 44KW2 r.uew S,n: FHON NI;TI NI�/IT5'463-1 1pp T•uc.Rau ( _ f� r - TOM' �K . y&4:! T:,,_.HwN ^ r. __ •�mawaw � Houo: TMO Gre �.c 615ol FOdnw. 1 Mop: I.Wt.r: - Daunlwr. Ry mwur ____ yrorR To ---- NO.LoaO. Nwn. rji1 .w, I Tpa1 M W J Fwb _ a.,� '- �...`� � .Sprywn V ,� :�-., •,y 1.- 81alYwtF d p YNY ur;aw w•u 0a fYrMp.nO Ya✓nouq OI aw Ie1P1 i;ONM YaF ralwt,d FFaa�rY.IMrM■1*plF}OrRR wM\fwMYd Mall nw,Ar wxrv:nt. f.'nn F.•Cw M•M Mnn o1,n.,nonM IMOnirp nm d tNH Mllirp 1iEF,*A_ CON0RULTIUN LusIP"N" P. 0. BOX 24Si.c 5£AIlLE, WASHINGTON 9OL24 INVOICE R. L. ALIA CO. INV. DATE, 9-JULY-" 9215 MARTIN LUTHER KING WAY SU. iNV. NO.'. C14-00-0 SEAIiLE, WA. 9D119 P. O. NO. % TONNAGE TYPE PRICE iper attakcPed OF PER tickets) Fuck TO14 TOTAL 5/EI" CRUSHED 49.95 *4't9_94 C5C" L1kZ-=r F1/4" CRUSHED 45.97 f639,74 LSO 0.00 2-1/2" CRUSHED s5.95 $0.00 0,00 - 41' CRUSHED $b.45 s0.0i' o" CRUSHED L6.45 $0.0:. 0.VO 4" - 6" CRUSHED 46.45 EV.ch.' I- 3800 i.4 7" rRU HEO tO.f"'. t6.40u_7" �I�ax�11�YL MEW ERY ROCi. Y1f). 75 $0.00 0.1�5 PIT RUN, CL. 1, 43.75 t0,0v 0.00 WASHED SAND t'+.'-Z i0,uv O,oO PAVING SAND $6.00 40.OG 0.Ov CONCRETE RUBBLE $3. 15 $0.00 SUBTOTAL i7,4do.! � SALEc TAX is tu.00 AMOUNT DUE Y7,40u.01 T ERNSi PA'YNENT Ir: DUE ON THE LOTH OF kt,� MUNiti FOLLOWING BILLINU. ACCOUNTS NOT KEPT CURRENT ARE SUBJECT TO BEIN6 FENCED ON A LOD BASIS UNTIL PAYMENT IS kECEIVEE R.ALIA,MO. R.L.AUA OP 9215 empir.w.T S. foreya'e SlyNetyre —'— I1 m , ressl uon It ni P roJalt BID ITEMS 0 � — Vorkwen'! Neese Noun Mndtne To •1 I neotee Neterial!• —` Btd Items; COMPenN Epul ument Oper.. Standby Hoy n HM r! COMMENTS: RENTAL EQUIPMENT ebor Eny t pment overhead --- Pro/I t It lost RR.ALIA,MO. R.L.ALIA CO ex t S t'ro•..Way S...S.*"I"%V,aat is Fore-m�c/-n's Signature a" Unit ►l l Progressi -•c' C- L C S StO ITEMS Project - -- 7 Workman's Man Hours Amount Total Incawa Materials; L•�> ote :tams: H Cape E i oiler. Standby ' ^Y Vu Pment Hours Hours OMES• b;7 ,A .L l� � ZS i /S w - _n C , t, "5 -�• —Labor REC AL EQUI►MEMT Eeul powrit r72,� MKarlalf Overhead Profit or Lofs - � 67 s T O N E W AY P".°, 6311 S I .. � 1 110C �YI,i�/� •Mf PO so.WI • RE%TON wA$M 99 t7 7Ms00E Attarcwl INVOICE N R l ALIA 016801 0 Ap.o Tr, 9215 EMPIRE WAY 50 SEATTLE WA 98116 e A • n.._s.' 0.-1 T C DELIVERED TO CALL' 2 1563 OT 02 66 N �ql;. P�[.('[ES:Fa.._. � rFKt �i f•tiai V.�� EI 1 i 65 TO%S PEA GRAVEL i 6 l503 10 73 i t ' 14 i . ' I i eTONEWAY CONCRETE INC SALESTA% ' P:ene Pemn Ta » PO e0%509 , RF NT ON,NAS.,NGTONe9D•v) TA%AELE TOTAL DUE 10 h3 F .f.OV.R CCq[ �- C•LLm. YD I Wl a��T'N+ .[]HT YD V•1.l � T Vl P. 16L _i D Oic .T r. .0 Ir 1� I � twWp VMb.D uwo __ .i11C( •YDUwI —T�_HOVN06 oaaa[R ._�-..slsrE ♦ w� s.[c••. _ . nrr 62010 120t0 t20SC � t20T0 si'� ; 1. SUPEWTO faa[w • SAND 42020 t2 42060 I SpyM06 5201 3205 5205 `5207 w0 GwwrEL S202 5204 ' S206 S200 0 62010 L 62020 620W 62060 ' CRUS.1[O IOr COU•S[ V1 [9M LL YU M. HIV w.wR MITIroc�62020 $20/0 ♦i)60 62070 l••[• leNs[[.w•.Yw noel E1,111MUM LOAD 12 TOM 60001 Yruwa• T Sw[ctsa.n Eruro••D W002 w+•n WOOL s a.i ...lo.. 60007 csr+. 60004 I ro.=v•—i 600051 °."w." 10006 • 1. sw'c[s[•w•..,-�..rorNr N / k k 10' R['rN.•w 150 1 ', ev.s 66000 — cvr+o.[rs � ( riH TOTAL w.n c c su.•.Y �( 1� TAX [IENTON Ci2K[ s•ry ..•�is.vr. wR[w lrW'•N+ .-ej�.�,...�.. ,.�,•„ uNoY.w.iaw5 a6Mr OFUVERY�1CKEf �. Ynw�`i+w i�Yiw aver. �� . . .. la,u.T'Mr•.m` rWJr[4 ter.r..��.......�....�.� �..-... CUSTOMER DUPLICATE WATER&RKS SUPPLY CO., INC. TO 509610 PAGE BOX 3515•SEAT RF,RMSHUJGTON 90124•1206)223-0400 7/ 9/1986 1210160 b R L ALIA COMPANY SHIP J 9215 MARTIN LUTHER TO W/C KING WAY SOUTH SEATTLE, WA 98119 SEATTLE - WILL CALL .a a.°YN.y � )/ 9/86 SO CANVAS GUNNY SACKS 40 1.33 34.0 SUP-TOTAL 54.0 FREIGHT 0.0 SALES TAX 0.0 TOTAL 34.0 ALL ITEMS NOT BEING SHIPiCD ARE BER7G BACX ORDERED. MD MATERIALS ARE TO Of RETURNED WITNOUT AUTHORIZATION. 1'6%►ER MONTH LATE CHARGE ON ACCOVNTS UNPAID BY THE 1571 OF THE MONTH 11 , R 1 i r9 � • � '....'1t..u.:of ! � • r w.. . a ` ♦ t rti 'I � � k i _ ♦ may,, � r �;Fw� 4i 4�•�'' � rt•�•:,�:�M s,.:plc ,�.. ' +a*n i it, OR9655 R 6 R ENTERPRISES 4S6-7563 Y .n. r a�' 4aln Ca Mep 5. n - Vlu pM.y M11 NIMr,U YOW rro1.C,J,W� nlMl 10 IiM In:a OrOKKI. MCMSi,y Inle,s31 0 1 1% ."1 Ctl�ry,yaC On,i L.yl Oue Ys�unl py♦r_ r 6W^p Ow W IM IM111 J11M nIp,M111pIIJY,nq�n VI lO,.PLxp �.ALIA,Mt. R.L.ALIA CO "Is Begin way 4.•$0.10,.W,.ss 11 p ioraaun's Signature P!pyrefs• 'T' / < < BID ITEMS Croject D -- VDrknan's Nave Hours AM"t '- Total Incase Matlr la is; BId Itmrf• Oper. Sta 4by _-- tamp" Equipment Hours Hou, . OIMENTS• C;—,) �< At:LI r ebor IIE�NT�AL.Ilk,Psirr Enui nt -t— —E•= � Sr" - Mat erl a is Overhead --- 1� Proilt 01 loss____ ANTERMUSES wry ILL v - ------------ t�Mi 4.p lid• W..i•v:In��T'T�'a � � C M �+ ��+/� CnYYh YU OI'M IMMPIIMwWnll.ldYy,Mf.,r �nlnrt.:al f�pp mein wW WCM,yN JI,.:i W.i 6w q ouw m u.�.o�n.ro .... a.e..,.e..,�— .. + s .ALIA, AUA __ �� M'a•MI1� �erey"'t Sr9��t o.� F C 4w► Pro act ^ J� e1D rrEMS Mbrky^.a rla.y • -�- ire Aed,nt TOtt? 1,Cw* Matlrlail. fetia►a^1'FOu 10'"t D►er• Standby _ Mdlrl Nau rl S �L �ErITAI EpU1hItNT - �.- _- .bar tom_ E^uf nt �---- ---. Meter a l I��1-- profit �ett R.AUA,INC. R.L.ALIA& hu►nw,.wgsw.s..rM. W&eatIa ' TereMny S19netu re ._ l I !ID ITEMS Project Owe *rkwot's some Mears Mount 8 Total !nee" ------------ Ma•erla is• Eld hews- Oft'. Srendbv Cmp" Edul Owlnt Hours Mou r, OMMENTS: 5� Of 47 _labor RENTAL [QUIMIEIR Enui nt Materiels Overhead ►relit or Los, om — H .N 1 , (1rr.n ..Mr.ry l4n.w r4uM - 5y^n,vypyy VucR.wra.fe w.: n,m vmr neuce or p,y nlmr m �n Tn O�TM. n rTcwu,•r`rmnnt sl 1\ �` Cr,NyM Ou.b IM NnT O11M TpnT bllpwTy pl.pl Trf MI,Fq YF TMT F.:b wR,gm nn Nl OR.,T,e.<tr 9 R.ALIA.MO. R.L.AUA CIP e71f V-*M Way So •Seftl4.we ql If iore.»nf Slgn�ture o" n 1 RAL?t IC iro)eet S!D ITEMS Mbrkwm'f Mwy Hours Mount `r Tot,1 1 nosy , �•� �'- - 14twlels• I old le.en• Dper. Stemdby Coupany Eauip+wnt Xoo rf hours ebor IIEfrtlll EtjUl lilElfT Enid nt -- - heter111f --� DverAeeA Prof It or toff �No. 389660 _ R f,R .ATEICRT ,E , - - u[.Rq t NM 480M we.nR'wN - M.yrr.r srMn _ Nn tmN TN On t'Nq 4nn o4nr • n C.-1 n �nN�H w �M�,11tl. Orc pR CM YCur nC'c.Cr war.wKnr 10 uM,nrf O.('I.CI .1 Cxf.Mrr nr q rh"'Mnln N"M cnN .r.n n a �r�/-j-' �^ �nN01.tlrN M tM Mnln pl My rnnntR lNlprIryr ry40r M. dlnnq R.ALIA,MC. R.L.AUA CP nu e„µ.Way so s..nt, w. vino ICA-Am Foriwin's Siy.vture — ran 1 ►rol ict 310 1 TEMS Yj<, t 4 D i• — VerlNllii'f Mna.i Meun Mount ,�„�,�• •etil Ineef ta+Mw DMr. 5 t Meey Ewis.Mt Meurl wwr, 11EMTIIt EQIIP"EMT fiber Eeul _ nt Dvtrh*le I ►roF1t er to.y • s r- K rY IJOJ Y.K..Iu. O[LW .wn✓ YYr ..�.c.,a. �,+w. � _ Cwy\Y Cw Ov,M MMB.M 1y TOn1.. W m.tnlx YiY 0.[wV.'f P Ni GMI Bw ' �R'^B BM\M IM\dM� BGt�lxnV D In (0tloll aM t o6Lr *ro •D ,D..L01.6w 1 't Y IMI YAM r'-..__..1 _ ... - ►AN[ •roues♦ +2010 _ 62060 4205'I rest ay.rMAA rILL[A wm _1__3.... SANG e2O20 e2030 62666 AWINIri L .ii rTT�"Fi'ir-ly—�1 Q !!Ot !!OS 320F 'i'✓jt( l7Oi •WNW. 1�'V�4/Nt t-rr• Zvi'- .r�C fi�A�r• • . 62010 62070 62030 62060 1 , rA~D +o•<ewrtt r ri.i-1Y'�'ice" IT,..'w. otv. 62020 K060�620e0_I 620)e rir6A .. •o»s C.M. TOOO1 WWPWM LOM 12 TO woes SONG _�_.1_ ua ttrt+r ft•»d11b 60001 •.w,v ed92 +r+.f " p Lam. .J�.1__ ••A n01 ., cN1 e6d0 ftwmM orrwt w•�.ww�.w� 'r•' �rP'..WKk T vMIFv.r1:iMW1. '0'r •�—�--w •••w• wor.:.w, _1VVy�////aivcw wv,w4, yy.gp �•.�••=ar.'=.r�x. ^• DEl7VEfTT TICKET «.d«..dr.•>. rar.Ir.onnIw�nAac++a ��+:1��.�......� f R.AIIA,M. R.L.AUA CP el13 a'+o+w Wry fe..f..tM. ws.H11a 1'txewen'f Signature I�Pee: en I �It ►.Iu ►mioct -- 910 ITEMS Otte Wrkwee'f Naaw Hours AMount ,__ �ebl Ineaae , eye�t@w; �'4,ri ai __- Oder. St ,dbr �aroNiY Eputtn.ent Mou.s Ma,_rs T �) Jt IT M RMAL tgUIPM r labor Em)I nt �� k'' CAC ., Metertalf Orerhood p"I"t or loss dc N � R&R ENTIMs'R1SES enrr PWref. P.. Rm •. MLpey nOWtl } e I Oa wue •Nur1 rrrullr CY • YI pur nU1rCY ul Cur rlPtlnl lU IrM Itlrtl PrGIKI •I IrKNYrY••rnlYBel el l V Syr rryun111•il M[M1V II`W prl tlri 1•eel puY Ka GMrQy Eytl OY IM IYrIX OI IM IpnN Iggyrrr9 yp o111ru 6rI1rrIQ �� YtweW ew•r WSR ..�. rs�ti R.ALIA,MC. R.L.AUA C� s71 S 1.w4pir.wq So..$"we.wa."I l s rorMaw, Slpnatura __ !^ I y^It hltt�.J Mattis- Project SID ITEMS _— �_tlr�.r ,. `f7T WorkMw's Naar Hours Maou"t — TOtal 1„eOna � N�brlay• r• � Ater. St Mdby ' COlaparly Equip nt Hors Hours CdIMEHTS' V -- r aAor !MAL EpUJ►ME%. EOu i p�nant Hat er l al! OvaMaad A T4 � Oro/it or loH No IWO R&R EN RISES �VV r•_y, l i . M1i AW.ry iM 4 M. .ir4 .bur 4a' iw. n (/ M. 4.o«q a.r a mr o-" �LJUIVAN 1 57,.,a1„r,r 11665 NORTMUP WAY,BELIEVUE.WA.96004 Q(' (2061927a761 Q06�666J577 N90 1 1�]8C3 OTV w�..o•oonrr ire TW c/ i rtC,v Tear if�r[ alrvn - J �q (• 7, nu,rw"LL rya To a�a .onor .qq ♦ - 04a�alC r [ i n / *""i we. JiC_ oti p IC «a..eur nec -ma:2_ eKa«rs_ _.=uss-=w. ,orr r,w.ro_ /.�.'3[+ .o.. ,..�.—la�_on,Ywsw11•'k') ♦ � a+ —"— .,,,r„ro 3'0o c.r\w rw. y4._ m.+,r.c,wsro �i:�_Lo [f^ t 'Po" y,� CADMAN ROCK CO., 111C. PO BOX 790•MONROE.WA • PHONE (208) 79A-4100, &V.2M.Aety 62428 CASH CHARGE CUSTOMER t.'G'~-� COST ACT NO.. __ ADDRESS / ' /a+ ✓V ''"'� � ----z <�DATE TRUCK ND e do9w.o ND . 99AI4P IN= BAIDA GROW ' -• 1.1 . j1 :4:.4v' JL .. be %" SXOXO - _ PIT RUN SXtOX �'•SXXX2 G CIE MAN ROCK Som Ih WASHED SOAR 2 2'+SXX0.1 ' TWO IAII ROCK 50Q, 116 WASHEO 50202 'I`' iA IAA ROCK W= 1&WASHED Som 4 1 FIVE PLUS 501W PEA GRAJEL 502W SLHEkmP lops; xnWyApAp„0A gAJO som TONS PER To" _ 9gwu to II XYS"SDK n SUB TOTAL M M MN4/H Yew —. — PINOP a tWr KEN m KR Nr Marl a nR,w.r,. TAX TOTAL — _. DRIVERS&�X /rwo� F __ _- - WEIGHED BY h_ CAD"N ROCK CO., INC. BY4OO P O BOX 790• MONROE,WA 98272• PHONE. (206) 79441m.622-M,M7.9419 CASH CHARGE/ ° 4,' GUSTOIER.. DUST ACT ALK:+I _-DATE_. OE; LOCATION j 2 G'.a ! I—' ^/C-.. TRUCK NO HAULED BY� Ldt' a-4 '-� l i(. JOBIPO NO OYAIWV HOCK SAND A GRAVEL 5/E SD000 ___._..__. PIT RUN S02XX i 11 : ,'1 H11 JL 1: '+SOW2 ONE MAN ROCK WIW 11,WASHED SXA1 :2'n SIIXXX TWO MAN ROCK 5010l 710 WASHED 50202 -� l•SXIA'H 0<MAN ROCK WI02 15 WASHED 5 S SUXU6 ME PLUS WlW PEA GRAVEL 50TX5 SURELMNIGS 500XB X R~SOIDF SAND SOM TDNB PER TON SUS TOTAL $yIy1WA o-Itw wpn G..•xI oe cw,.XA.eO HIw — MIKI d Pw MAPI Io YYI IMA pq•CI.rl ry(:yAy, TAX TOTAL DRIVERS WAX ___ V/ /- (/_1 L `"!? WEIGHED BY: TERMS CHARGES w, A TN[Tp1TH OF 711E ANY W F0401F Sq YLL S G WRRE Q�4ti WKt M ADpFo TO ANY ACCOUNt M5�]p DAY$ CAD"" Roar 62409 P0. BOX 790 A MONROE .PHONE: (206)794.410D.622-2066.441&9 CASH CHARGE y / eu OUST ACT NO—__ ADDRESS_ _ DATE - AL IDUTKXV.6e�•�;-e.-(�G, A-- -= -TRG:K No HAULEO by -- .—__--33Bw0 No _. GUA Mr am MAD►SRMRL l• 1 .r _L :. ao WN l0000 m RUN W0 ONE MAN ROCK WWO .:. 1-1 WASHED SOaG1 AIN 50O03 t'. TWO MAN RDCK WWI m WASHED WW2 14 W000A .314 LEAN RDCK SOW.' VS WASHED W 3 •4 50m FIVE PLUS W W3 PEA GRAVEL WJ3W SCREEMNGS]W04 `iiL9ypFl.p W01W SANG Wm TONS r PER TON j Iur.y1 Iro. SUB TOTAL SprM Awyr dig Ha M aW.awtl pur noHK.d a: mWn w SV.p:0)Fu.11 mKwrF TAX e TOTAL OH,+ERS SIG X — _ WEIGHED BY. ~�1 1 i.NM5 CHAP .ES OLIE BY THE NTH Of THE MONTH FOLLOWING BILLING f CADMAN ROCK CO., INC. 62376 P0. BOX 790 A MONROE.WA 96272 A PHONE.(206)794.4100, 522.2065, 447.9419 . CASH CHARGE CUSTOMER __. .�:�� _ GUST.ACT NO ADDRESS _- __ ...__..___. DATE_-- DEL LOCATKXP / __TRUCK NO ._ HAULED By ___ -,L_ 3 po NO. QUARRY wom SAND S SRAVEL I j: .'J US WW0 - RT RUN Wm 1. 1�.5000I ONE MAN ROCK WO100 I,WASHED SOAI 2 Z�'50W3 'WO MAN HOCK W101 Ile WASHED 5020a Z♦WIXXH 3_A MAN ROCK W102 31E WASHED W W3 '/ .4 Y-A10E FWE PLuS WOt03 PEA GRAVEL N2N SCHLCNINGS WW h RIPRAP WlW SAND SSBOS TONS PEN TON sue-OTu __—_— Spn.lur. Im. I OIn.FI q canuawAn Ywr nalK.a EN,w.m u ..o ft.pFHEa.n nw...rY TAx TOTAL DRIVERS SO X — Tom— _ WEKJKD By TERMS CHARGES DUE BY TIIF/IENTH OF THE MONTH FOLLOWBFG BK.LING IIVMF CHARGE OF I-I"WIL((BE ADDFO TO ANY ACCOUNT PAST M DAYS OR.ALKINC. R.L.AUAC� 971 S F npne Way Se .S,.nls.W s.98119 orswyn s Siyoaturf an 1 1 r. I CCy s•roJatt !ID ITEMS y ferG: f• ' ork"ml s Nasr Hours Amount _ — ` C1- S' To41 Incossf CL Materials• !id Itamsl S. D OPO s�party EpuiPwant r. Standby ours Hours OMMFNTS' - { 0 r NTAI EQUIPMENT abor Enui nt MaE er I a I Overhead Profit or loss • • • YND[n BRDYND YTI\IT,(B M J. /j /1 /j eBY VMi NT B(wTµ \—J/e//w: �//t//ram//U/,/ �/ A@cowea aTa MviwB a oinpan y F GE CONTRACTORS B]lb L.PI CMPIRC WAY SOUTH O B CATTUC.WAeH%M8TON e0,6 _I �IGiI 7]IDNOO ` July It, 1986 �- Hammond, Collier S Made 4010 Stone slay N JUL 2 3 19P6 Seattle, WA 98103 Re: Re-rock of Honey Creek, Completion Dear Fred, Please find enclosed our billing for the completion of the re- rocx work at Honey Creek, Should you have any questions, plesse call. Thank you, R L Ali* Company f 1 Gary J lokiewicl• Office manager r.c: Bob 6.r9strom, City of Renton CONTYACYORB "CCMSE NUMBrc nl AC Y'1611(P • • UN DLtOROYNY YTIUTI[\ ��/: ✓�//v}aaCa/• (a`.//� DONCARt MVIM\ is orni ans< GENERAL CONTRACTORS e21% tH►IRE WAV SOUTH ; Q StATTLt.WASHINOTON VP I 11Ou 7]]a\QO July gy, 19R6 Hammond, Collier G Wade 4010 Stone Way N Seattle, WA 98103 Re: Hnney Creek Phase 11, Re-rock Dear Fred, On June 30, 1986, the barge loaded with 1,000 tons of special rock to) Money Creek arrived at General's dock. General Rock has insisted the 1,000 tons of rock be hauled away from their yard immediately upon arrival so as to make room for their other deliveries, For this reason, this firm procurred a storage site to stockpile the rock during the course of placement. The rock had to be trecked from ieneral's yard to this storage site. For this reason, there is the „illing for the truck a trailer rental to move the rock. As you probably recall, last year our order was sold out from under us be- cause we could not place the rock in fast enough fashion to clear General's yard, As this is special rock, there is no time to allow for constant re-ordering. The costs included in this extra step are: i) Truck costs of the rock to the stockpile; I) One man's time to bunch the pile 6 flag the trUCKS into the site; 3) Rental of the site. There are benefits to this extra step which are realised and noted as: 1) The trucking distance to Honey Creek from the stockpile is cut in half so only half of the trucking which would have been re- quired to supply the placing crew is now needed. This is becuase the stockpile is so much closer; 1) The stockpile site is directly across from our yardsite which will allow us to attend the pile for loading only when needed and not need to supply a loading man full- time, The City of Renton had a potential stockpile site iv $4Lh 6 Jones but this would only eliminate the need for the site rental we heve incurred but it would have trlgyerred the need for a fulltime machine F, operator to load the trucks and increased the hauling costs of the move from General to this site as it was further away by about U3. These costs would easily overrun the site rental cost. CONTRACTOR'S LIt[NSt NUHStR XL-ALY`]e]KP page 2 • The stockpile for the rock was necessary to General, and in reality, is cost effective to the project. It is because it is an alteration to the previous method that we have sought to explain this to you. Please call if you have any questions. Thank you, R l All �Richard (� President r • • ip y I JHN eb(ypJ `1 ,I•more laoN THE STNEA1dLMERS—Ro. 4e0. IAechamcswg Pa 17056 / R. L AUA COMPANY INVOICE GEIRENAE CONTRACTORS 9215 M. L KING WAY SOUTH SEATTLL WASHINGTON 96118 YD. � 1986 (206) 722.4900 DATE July 22, 1966 SHIPPED TO --� City of Renton 200 Hill Ave S Honey Creek II, Re—rock Renton, IAA 96055 I w�uiJiY W IMM OYA�O�� UrI1 I(MIt IYM1Y'M T�__ 1 billing per attached detail 30,023,70 6,1% Sales tax 4 Total due this invoice 32,455,62 I furry rya 'l-/-PL 74Vo 40 7-iSr AL Q OVRR1e'( a. .- .. � , t M/ fjw.n. atty' ba wr S f- L �'rNwr, TP.Kt GI,w blir s J. &ram r a..wa s • f Y i a a r Y f �w :i~ /<73`i 7. Cr1RW 7/r✓i- 0+.,,.n. !r .1 - All �S'i,- J. Re Yo ,owx�p/L 3 Y sj' 7SaY 1 I 33 201 ar //2Y!.Y 1 fy7yf/. I � I - dt �L l.,Yaet 7 2 z a z Z /9 /al% [7337f //lfkr ro Cy LLB/K /-: 4 Y%. sl. 1 S Y aYl. + «' 7V?i3 f;.v n+rM 7R>•.,✓r �/L p y y y y 3/ YrL l�'- 17 SS. .. J.N XM MS1.. 0 X P O N O O E 71 V�% T/0.0 ?$a7 I ' r lc* wo 27y 1 I I I ; 7'�. 4�' y7-.7S 1 r rrar. S . . + 9 ro% 9yso , 3yv Goat R- 3 - L+' Lofi //lwcw bCy 4jmp 7At .. T-. . l Z/L 3 AIL ♦ :ti'% 3't"+3 9+1/9w/. --rl Aa I , /IJRrer.a. .4---y. TK 7'rPat fr.rR.It. Ys+orr /Pr`1 } f' 6.4.37o ' !•F,.r +Lr.r Cwo r+,+ Rwl ?23l4 YT YJ Y� 733 /-=2�.i 79"40 o7weR _ _5 r.va/Yaf 1Yy0 Lrr,n f $W,,.J f rklriru.r •. / 9 r4i ySY $ A10 6u s , I�y SA r r y r 4 ti x sail sy,o/s kp?f.7 T•w�7w..K Y X ^l uIYz 1 5 2'],9S w- *' rcS7 � 79tf . r �R.ALI&MC. R.L.ALIA CO aIs ant"way se..f..M..W. varla Foreean's Signature =-- _an Inl1.lfi Project DID ITEMS No a10 II � , p 1 Workmen's Nagle Hours Amount m r Total l"Come Materials, Did Items; Oper. Standby Camp" Equipment Hours Hours COMMENTS; ri -- stLCti', 'L1L I7nr L Th T n ,2231,i— I t G I I N ..Qre. .P Oe T ? -T�..� , prs=[C Ea r rT T + -' mM �NMgI C4At4 Lon,dP Tv PerTr<T' SENTµ EQU 1 WNT *bar E Enul ment va a,+4w T/T Materials l4u+�.,, /r Ove.heed D w ant r 1 Profit or Loss________ uIll'U 11555 NORTMUP WAY,BELLEVUE,WA Wlpp� No �� rAurAxc•tx xc ggyy �1L�-7�7�//�{1 I2Ufi1 Bfifi�57) rarw won�w cyn � � _ 1• Grtv iTA A•ArwA�, .wd�J If � CW �pAq Mr1A > 6 o`Z/S `�4 a. MILlApA Y!G�( --AA? MT4 .T.wr.p a•.w .».�-- �4i1 '�� Talwvtws c�u oaeu nna '�? - cp�rwa�rpw'B pp w•MA..ar 5U10. 11555NORTHUP Ay 'rquc.'r.i;•. ay Icco lwc WAY, WA.94 Np 16374� !'1 L/ � 1206)827,8761 fifid57,120filfi57, GrTa+rw—_ f w..lrp Aoora.� aArc V • +�i�� Z Gv .io.L 7 A S J `f L1�- 117 � UT/1 LTA.—�� pp� Ir Tp FI.EI 411- MAGGE BEO�`J/ - W1MP TI/„ Y AVM TIA� /)� G}'ITwACT Yr4 QsnJor, 02013 Yoiwl M,,Tow)t Irun Tl xuil..l run Wu _ soia4' ,run rvw. 'gar awi.. - or.w ww. ,n4 cwxr + GuaonWr BiUKQAUITo .m Lo IM i :-.n+ Job N .ro , .WI r ilaa. J.' g LrxW.. ox.mvrl. w...o krwW f� ------------ +r"4 Ox. low N+.. V 7fd �.. :,xW w..lNlMwr qi u'w nw..+r M an.a..,r.xr roles a ow a1M1 l0 4.n Inr aw.�l I�«.....,` inn�.M.11b x.riAYWI MI»Vw�Yf.M Y V �f ' NORTML" T KING.INC. h///�G Ij 1772 `I',- E Tr k N. - Tr�_ Truck Sin Ti..0.l iibY T,.o MI.. T 1F ' T Truck .xw axll r,aar.,. 5^/ yr� .t�.r -ems •� it T—T� td. U•1 ITWI4M TM4MIY OIlhl Co.It, iwwv. M M.xrwdY4IIr1Y•M14...W M...rarw' —� 1�e.r rnlrr�.Cll.ri..11..M Ilr.MU M M urwl.wlsti.4.d tl.x eYY.W.e"�'_7" , LO. luXxI IUN WMPANY • SEAITLE, WA;H1N00N 981.:a INVOICE R. L. ALIA CO. INV. LVTEI b-JUlY-wo W16 MARTIN LUTHER KlN13 WAY bU. INV. NU.I C14-u ,j SEAITLE. WA. 96no P. O. NO.% T UNNAiik TYPE FHILLE (per attached OF PER tickets) kuo ION TOTAL ZJ. 94_._ _ ..__/J,'._CkUSF,�L, fb.-t la3y_9c �1I' "'� 1 1. +' t'f•U`-iiEU f` #c�"'V 'n LSO CRUSHED 0.00 - a" LKUSHED O.Gv _ Ltmi HEU i�.00 •i" - 8" CPUSHED #O00.i,a Y'• ("PUS4*1) lSafh ,UL1 LI:Y KULf. 0.00 PIT kUN. CL.. b 44.71 0,u0 WASHED $AND !_. 1b Q.uo P..V1NG SAND ♦i..wi , 0.v0 CUNCkETE RUbSLE S.7b ♦i . SUDIOl A1. SALES TA% a #u.u0 ANUUNT DUE #7.10Hi).V1 TCFM6: PAYMENT IF; OUL ON THE li;1H OF' THE MUNIti VOLL.OWINci BILLING. ACLUUNTS NOT KEPT CURRENT Aki, $UBJLCI Ili 1d.IN6 TLACED UN A COD uASI$ UNTIL r ,AYMENT IS kLCEIvLD. O R.ALIA.M. R.L.ALIA CP "IS lw*ll w.y H..Lsto% w..g1lf iorwsbr•'a Sig.y[ure 1 _.eL__ �_^i� ^_.lS1f1 ta—Am Proloat elO ITEPS -ter' �'k'rn's Nf.w Hours Mount Tou l L.eaw� 14t•rlflf; Oper. 5tf dby Co.00r.y EPIIP�nt Hours Nou rs CO.INEMTS; !ENTAI EQU 1 MENT fbor Enup.ient �.In t L ('c. A •>r' Natfrl GIs Ovtrhead Profit or loss < 'OR.AL IA.MC. R.L.ALIA CP 971S F pi Way Se..S..M..W. es1+s EerwwM+s Siyrytura wI ^ ;ty I t CA—4m G, ,L C S tress c Project !iD ITEMS i-in.,c Y Tf rl L D Wer4mae'f Mauve Mou rf Ametnt Total Income Met orlp Is• L i e d Itsss �ie Dv*,. Standby Eewpany Eeulpwent Met rs Motrs i + ------------ ♦. p }w /J ebor AENTA� EQUIFlIEMT Eewl nt Matarlals -- - overhead I�i Profit or Loss lonl ♦ - TO N E WAY NICK =16 3100 L.CJ<i icnei.e •w c •O eOT eoe . REI ION.WAS49"1 . TM t000 .[cwn`cDOE INVOICE N M L ALIA 026801 0 $OLD TO 9[15 EMPIRE MAY SO SEATTLE WA 98118 e A • T IM VOIC{n[ D..f E DELIVERED To CALL 2 1563 OT 02 86 N u ue.e�i cu o,t E 1 65 TONS PEA GRAVEL a 6 :503 10 73 1 !! I I I I ! 1 I I • � 1 i I i I i i ( STONEWAV CONCRETE INC SALES TAX Poem Remq T„ PO Box A0e RENTON WASNIN ST ON 98057 TA..9LE TOTAL DUE 10 IT wi.:OVY.C001 tr C1LL[D YD W vt tl,Fw ♦.Y. \Ca[.NC ,war' t' ♦ o C QQ ._T� (Isla 1 � - y 815V 11 •w 1� OCllrCll TO a•O •NS l0! ETC �\'Da ♦IMIaN y YNLO.O .1. ♦wD _ ♦oKs •NOVMT 34OUNO6 A aHn •. ND 1♦[UA. mvv, _ 62010 4Z060 42050 62070 6\ • MAaw l fF[ {YI(MM( I'"* SANG 62020 62 62060 a'OUNDS 5201 5201 5205 5207 F GRAVEL 3202 52U $206 5200 O CRc G wocw 6201D 62030 620SO 62050 1 ERV HEO TOI CDuwY r..:l Y rM YI uu 1M r..W t llla „v. ROCK 62020 62060 62060 62070 rrAaw L1' Tows uvA NAu. 700p1 MINIMUM LOAD 12 TONS uM ( AND D 50001r K—.auw.v 60002-1 +r+An 50003 60006 5000550007 ww 5000♦Rcn[a.rsroF MIIN. Sa l i k k 10 R('M a'+____. S50 1 cu,s 66000 =,% ; "TOTAL D♦•.o TAX - RENiiW OfM[ _ t � TOTAL uw�s�..r + N1 rlF� yrVav ! ♦+w.♦.r �. ,., Y . - 2X.1oao DELIVERY TICKET .. p.... CUSTOMER DUPLICATE i VOTER &RKS SUPPLY CO., INC. TO S096Ao PAGE SOX 3515.SEATTLE.MASHINGTON 98124•(2061 223�0/00 7/ 9/19e6 121 1160 .O R L ALIA COMPANY SHIP 0 9215 MARTIN LUTHER TO y/C KING MAY SOUTH SEATTLE. NA 98115 SEATTLE - WILL CALL "EI"'"-�`" w.oRPro R4nn 7/ 9/86 40 CANVAS GUNNY SACKS 40 1.35 54.0 SUS-TOTAL 54.0 FRFIGHT O.0 SALES TAX 0.0 TOTAL 34.0 I ALL ITEMS NOT BEING SHIPPED ARE SEINO SACK ORDERED. NO MATERIALS ARE TO BE RETURNED WITHOUT AUTHORIZATION. I'S••PER.00NTM LATE CMA4GF ON ACCOUNTS UNPAID BY THE ISTH OF TMF MONTH 4MOgrwtlnWSAWI OMIle,W"hVVJU Ii�piA1DWJ0 i 1�IlCbt77W EHIP TO L- uuwsu �. MIiM�M roe rowT w� caEecE �.r 41M3 n rltro '�1 ' er eerrcr Euas�uu r e 11 • r D ;� ) i 4 E \ WOW 000 E1000cT 04CQWTM 4 T Dnl1ER fOVMf:E ,sqe W\T rieEEe�w c T 1-W" —WWI Wax rk E(eO CME, 011elep et ev �y 'igehTUR6/ � "J^1 I'l ITEMS NOT SNIPPED ARE BEING BACK ORDERED'—t PACKING SL IP Ash - _ N9 G 5 5r ,ruc.lr{• it-.= R&R ENTERPRISES i•�.�.a r. �. _ 4WT56.3 1 f Az,.g ♦yy.uw.. +/ r .wn Le Hq Sgrvn.r. �T NuIIE ��•W yMrk Your rplrc.OI our m(ml to um rn.f gcgq it rw.Nyrr ��lerpt q t\,. mcNn rr I M cMyna M m Md M KtV Y CrW aw by tM rmWonro.1h 1.1l..V My a, }11m0 �.AIIA,MC. R.l.AUA COP "IS Ilmom way se •sea,M. wn,eft is foremen's Signature Am.4intity -un;t P t 0I0 ITEMS Project O Mer4wets'9 Meae Hwrs As,ount — Z Total Inane Mater14I,: —_ S. p 1- _. Oper. Standby Carge,ry tyulp•eent Mours Hours fit--=-��=1tL � ;2_ _•_ -� '- qa _ abar a EMTAI E9111►MEt1T Enul nt ne MateNals Overhead profit or Lois I�4PRCSES !C7 sr to x„m �—�—•��. lR ..om sr Sy,�sx�s ••, ,o .�u�w.OrenM. yow rwn<,a am wwm ro rw�M p an s .mn �ti' cn.rQy aq er rM wnm urrM man�,arOp�Ypr rn„py naww,mourn rJ:p,cwpna on..iuu:au,r.(u un O R.ALIA,IRC, R.L.ALIA CP 9213 twpin W.y S♦,.S•sn4.W.9a11 a Foreegns Slgnatu re In -- Qusty tY 4^1LL1 �reares•• `T C-1L! c CID ITEMS ►r0)ett - 0 •• Varitom"'s lime Moors Amount IT fRI- Total Intaft MaNrl�l�__ old Itewa• i -- to"*" f t Doer. St Mdby . —'— ou o•Mnt Moury Mars { T 3 abor I1fNT�L EQUI►MEtR Eaul •lent Materials Overhead profit or Loss R.ALIA,INC. R.L.ALIA 0 Mlis I-*"way So.•teenlf.wr 1s 116 forw�•s S,9-sture n LplI ca mnre•f !ID ITEMS ►ro)act s D •• We kwwl•s MINN Mou rs Amount c- Total I ft-com t ' Old Its*n• Oper, sUndby EaulpTent 14ou rs Mourf 7 LV � T _ ebor RENTAL EQI11►ItEIR Enui Trot Mstsrlsls worbsod Prorlt or Leff R&R EN7VRpRT F,g a NN Now 083653 �:(�1 T.h✓ . nM Yrn'� k n.nw clxs. ,4j G3 �r T ry incrMwn 'Yf 'gee Pr vx xN'f J / tt Rm eNer.x �esv laxirM JM NvnM' OOenM /� Mww gyrrtl V MiMa nN-M pnxr.e.OM.w. T �Onx�'yOLW�1tW_nrs.w. corn C.0.0 ��w_4�(.`'/ Yhr.p�fe or py nNn110 nen M�f yrO�lCe it yeery�Y Imrye1.e1��pr 111pH11 Y��M rnx9ep o VI 01V W!M'fr C^npw a/DY IM pnM d M.YIb'Nn bIMwMO GN d My D.nny 9 R.ALIA,INC. R.L.ALIA ntst , .w.ys...s"Www..tells forlwlns St9niture -_. _lost n I r � ►roJttt BID ITEN5 Dates: �+/9/cL IAM�lRN'f Nwi! %our% Mount ... `Z Total Inesy , r., t4terlatt; ete Icltt• — z o7tr. Stlndby Ctllq�ny fpullw+lnt Nou rt Mau rs COMMENTS_ `> ! ^cR, i -'---- —labor -- AE>tTAI EQUIMENT Enut nt L�1i� M!tlrlllf Ovtrgvad aroflt or Less No. tf Cr'� L�.iN�ITMriSE 486.7563cl R5. pM.N. JCO MymM' �vN Me l•M a �.un., rbplww ael\Mw n p.p son., CI. py4 wry M vp r , MtMYry InU�pfl w 1\ .nr,n�.u CO✓QIf OJl Ov 111!\M1n 01�M+«wl•Alpv.p Ople o�Mw MOnp \p.Xpryn��ppw��4 vr. r 9 R.ALIA,MC. A.L.AUA R. ens Bmrl..w.y fe..s..nl..w..set t• Eore""s Signature - n 1 n JIC! — Progr Ss: fro)ae t 010 ITEMS TT- ck o e• Vorl.men's Nam. "ours Mamt g Totel 1Neew Motorists-, ri F >a Oiler. Standby CoNpeny ENulpwent Mou rs Nou rs OMMENTS; e, 4( o abor IE"AL EQUI/NENT J Enul nt Me terla is -- Overhead Profit or le., � r ' No 089662 _ Tl NO T,u lCM R&k EN'':' ' r .00� r4mU"� �Y �• l�Mn � Dpan, Rr. pW.OI nq V .p.00 YOu'Mliq O�c._ inlp,l IO INn M. prohtl ,I n.cyy,Y Inl1'ul a 14 p.r monln.M e.<M'y.0 On.'�put Wy.CC - C W�..Oup UY UM 1MM OI IM mMln IOnOw,r�y O.I.pl ln,f O.Ymy ��p.X�O.a,w,�,w.a rae .ar1FM alaiDELIVER TO 00 JO0.LUT if C.. _ ,� /-✓,�c} . � __ VNLRI�t. TCOMG[rC J'f J 620t0 A2060 A20SD Awouerr IxN _ 42010 S.NO 62020 su�0" 42060 fxlu w1 ' S70t 3205 3207 O ORxvFI 1207 r _� 62010 62030 AM" 6— 0 t 4M �I. i.ia Ix{ �—.�-.. ROFx- 62070 62040 62080 6i070 ,w.eR L.—.A ! —*e,e FxTw.wue 7000t —MINMNM IOAD 12 TON6 t'�Y _ N5 vACEN[lw a2ANOARe BDOOI kvuur MMp2 wNrrE t < _ 0d01! e000i ewc.n 6000! SOON x 10, qR Rt GAR «,.2 6600D X txn TOTAL .-. RENTONO rlr ?A•--X F%I"li .AllfV NKiMVe. !. i.!oT �[Fd0♦I.M1 ' `^aa` �I Pf N,l1N. fbV4 q`F(w•.N�ry Fw•�c.•., '�,�,� OELIVER►TICNET 'R.ALIA,INC. R.L.ALIA CP rtts t-04,way Se..Semnlm w..Nl a Foremen's Sipneture � �-- AL,tx Init Prlt� e, �•oj ett SID_ITEMS,�__ n I D r _ Wo_`kmen's Mauve Mowry Amount Total I neeeue Meter le ls; eie Ie.e�,• teepeny EwlMant •. Standby . curt Meurs r 1 _L M � AFMTAL EQIIIFlIEMT .her Eenl�ment Materials Overhead ►roll t or less K 6 R ENT"RFitISESlw 4S64510, L yMnn�� yul iryfl lyx• �� ()rr r Y 8 C." GOp Rqr S. n �^"�� +"`ee eW nWhe JI 0.,slenl'O lyn rni\pOhl'1 �1 M[MWty rrlr•INMI it l�qr TOnln Wrll 00 Cber�Yp yn 4i WY Qrr y.� y^-' Crwp�pr M IM brp or IM Tonn IpWYinp wle ul InH brlrp 0 A.ALIA,INC. R.L.AUA 0 eitf swe a way so .saanla Wa.$81 Is Toreeyn's Signature ---- Que I nTt ►jl� DID 1 aS yrOJKt �_ Dw we s ea.e MOet7 Aselunt Total meow Mlter111f• � Did Itegf; L( r-r / a • _ Dyer. StM teeyany Feui paynt "Mrs"MrsMayrsrf dMEMTS• 'A�w_. `�� a t' 04 3e L ONTAL abet EGTI I y11CMT Ena i nt 0 Yr Naterlalf Overhead "rotTt Or Lost 60 Q,'OEk�4 R &R ENT&RISES a 6rrer C«E To - rrW ypyre •«. LV Ex,n •Crhef� n M" nwe d ceararen vwr route or wr wenr io imm mn pope. n naroary mu.ea er 1%or nunm.r a rNrpw an w petl aw eccomq. ' GNpee ttu.py u..anlh d IM ngnin ro�ngmy yle ur this Emup ~ )UV v �E 1/556R-8761 WAY,BELLEVUE.WA 9800t N° 17863 rwrc./nroJn.e.cw.rwc co r«< 12061B27�tl761 12061%8-4577 r erU3 'SI.IYAn__ K L rk/NS Cp S — O(- ru.fa♦oowE /yr! G.. G/ KCN TL'N AL Lvvn fl IK f7 M..Mrnl MJM .O EfiE LQrCr� rxL.JaE O _ G -/✓ ! 47 Len oc ZWI:s- /mwe r O i sraLfL- t/(r E..v.rw N i0 ESFP ♦va �S owv.ae Etc �;1FYJ It4yc nv-•� __[Li ttFer/c z vwre.rto 3�G0 oewv.rw� yfT wrrtne*oaEw `� w�«ruec� ,�1d0 LVN(I(L_ a 'jlbL ri e' TO Lf.Lly h'_Ip revvsl CADMAN ROCK CO., IYC. PO SOX 790 • MONROE, WA 9�e • PHONE:(205)794-4100.522.2065•"09 62428 CASH CHARGE CUSTOMER__._. C�.E_G./l.J - __._._COST.ACT HOB__. ADORE" DATE / - �d yr CJ _ DEL LOCAT ! �a-C.L C ♦ /C/lam/_ ��,yL}}. /• -TRUCK N0JOwRa No. . 11KRE0• �.E--�.t .-� 01MRMWN ROCK SAND&G14VEL 1 '.?-.,1:4.F 01 AZ431? X 1: 66 I q 1, TF No WON [: _ . PIT NUN50200 , .i'i.:. Ii"T 1h aroo: C2 ONE MAN RDCK WIN ,W WASHED 50201 2 2 n Sp006 ^ TWO MAN ROCK 50101 716 WASHED 50202 2.W004 ;j E•.MAN ROCK 501W No WASHED Wm ♦8 mxXK FIVE PLUS 50100 PEA GRAVEL 5020a SCREENINGS SD006 _�<RIPRAP WI1 SAND S0205 TONS PER TON SUBTOTAL Sgn.I of u ma.wgn du 'r B.ao,IT now RKW nq.0 OI Wr mbn110 Run Nis prgMK•M A...�MN. TAA _ Al TOTAL WEIGHED BY _ CADMAN ROCK CO., INC. /� PO. SOX 790• MONROE,WA 96272. PHONE:(206)794.4109. $=-20®g.447.9419 62400 CASH '1 CHARGE CUSTOMER �f _CUB? ACT ND ADDREBB DATE ♦ / .��' _ DEL LOCA?ON j L'.< /_ C i r cA, t , TRUCK No HAULED BT\ia!<'t L —." 2aamo NO QUAR IN RDCK BAND A GRAVEL 6AT WON 1': _ PIT RVN 50200 (ti - 11 :.?i N!I IL 3 fy6 1w 50002 ONE MAN ROCK WIN 1h WASHED 50201 ` 2.2%60M TWO MAN ROCK W101 No WASHED 50202 J L 24 MMD1 3-4 MAN ROCK 50IN . No WASHED 50M .i fi000A (ME PLUS W106 PEA GRAVEL SDtM 6CREEMmM WWo A RI WIN SAND 50M TONS PER TON B SUB TOTAL glrur..A 1 b 0 L.,n INS, Incpn.q.t.0 ypur —- ASYO a ar.KMK prol.y,n rrwA.ry TA% TOTAL DRIVERS an _ L�[ 'Y-/�� /'� --- + _ . WEIGHED MY. TERMS CHM10E6 DME By THE OF THE MONTH FOLL:FHVq BILLING w :l RVICf CHARM OF 14R WIL ADDED TO ANW ACCOUNT PAST 50 DAyAY9 CADMAN ROCK CO.. INC. PO BOX 790 A MONROE,wA> . PHONE. 1206)7%-4100, 152E-20F` „� 62409 CAS M H : CRGE / CUSTOMER_ ./•�4� N� ._GUST ACT.ND AGURESS DATE �• �� '` n �L� DEL LoaT or; TAINICK 40 HAULED B1 -- JOBIPO.N0._ GUAIIRT ADC( BARD A GRAVEL il:!-JOL li 12:33P11 X 1< so ':rOCLF� TR FIT RUN 50200 i,'SQI�L.}. 111.:T .'. `iAX12 ONE MAN ROCK W" -. IN AASF1ED 511201 2.21,MAnO TWO MAN INC Ww TR WVUMED SOA2 2 4 S001A X4 MAN ROC, ,.:102 14 M"ED 50203 4 S SPXI6 FIVE PLUS WIW PEA GRAVEL 5(X01 SCREENINGS SI%lOB �;K�,PRAP 501W SAND 50M TONS J J r PER TON T S IW i m INi+ UB TOTALpsi ,QrI NadY MY Ei CP'WUNW YWr ndlG d pM mlwll 10 Wr11114 g01.1.1. I nKAMVy. TAX TOTAL — DRIVERS SG X WEIGHED BY. ~ TEEMS CHARGES DUE By THE NTH OF THE MONTH FOLLOWING SILONG .._.000urcc.rw+cui I CADMAN ROCK CO., INC. PO. BOX 790 • MONROE, WA 96272• PH011E: (206)794-41DO, 622-2D66,447.94% 62376 V CASH CHARGE CUSTOMER __GUST ACT HO ADDRESS..____.__. _ DATA _TRUCK NO _ HAULED Bv ____—___—._i_: __... JOBIEO.NO DUFIAW ROCK "NO A GRAVEL i>T ;a l 1 1 O:02Eii l A 1-: b-, : we 50000 _ _ P;T RUN soz0o Ot P- TR 1'-.50002 ONE MAN ROCK WI'X I.r WASHEO WK)l 1.'..-.4PL 11 N14.T 22`n 50000 TWO MAN ROCK W101 718 WA: ,ED SCM2 24 SOOM 3-4 MAN ROCK WIQi YB WASHED 60200 00 44 50006 F.VE PLUS WI00 PEA O VEL%QN1 SCREENINGS WOiM >C NPRAP WIN, SANO 60206 TONS PEN TON SUB fOTA Spvluri on Inca..Qn Nil.dI NY C.pNmw W+ur ro1:A d'lur�nNn110 Mn INi ggKL II M[Ouxy TAX TOTAL DRIVERS SG X WEIGHED By TERMS CHARGES DUF THkTE•,:H OF THE MpNTN FOLLOWING BILLRA IVICF CHAPW OF I .�WILL BE iDDED TO ANY ACCOUI.:PAST 30 DAYS I slilIaiaN iu Ino3 --- --_ ,oqa 1N3W IOD3 lvv4 o.� a J _ �>d A4 '3. •S1N3NIq t'noN san H iuw Tlwj Amy w A90u&iS .ate mil PIY 7Y11y11/ tinow ark il,uarlic 7 SN311 OIY iH(O,• Ig71u I us _ aani�u615 s,aawao tl lab +M ryu�q eS 4r,M u,dw�SICb unu ra •Oki ronv a SHANNON III WILSON,INC. Ga01eCMYg1 COnSu!tants Eng "Ting and APWW Geo -en es 1105 North 38to%Street•P.O. Box C30313•Seattle,WA 98105a067•(206)63248070•TejW 48M MEMORANDUM ` pay 7,i4,-.4Ifl pm 6-2 s-eil; TN.?At.•x..•�. li/,%i� r /.�ws�-.6.�yxw,sr/i.r 2-t-kid%Port Pays ol...l. Proted: //if�y,.. �•rL5 �3 N'✓��I�a�✓. <Oi /�rl��r�/ow i�ib✓� lD ^: /rs�r 'E6� /t'c.0 {+� 'L/70./fliSlr �Itrr,(- �ro•jeet�. T .Y! (f+ .�i+ . f E/llarlelG r OsrA�/f� /r/J e r�./l le.o O/ZW= �. ZA c l.E �b14ka^r f e _ fr/r/l areJJ�/�.e+ O ./diPir. �9 O�'�/! rev' S('?f 9' J�riparTlNyJ 1 /�CIIMrfI "'`:r✓r /InC70.rt 4i!!S 6`J2�'C wLr�L �! ...I..;••.rT S//rP /slf i..P4�(rrd�Irirl �� wcfis a+.t� lf� dvlr T/�tl�r �liWPrt-� �6r Ivlrw.i/ sn 't'F" L�g4! Irv!/wy /a Y/1/r/ h'Il 54 T/ief' 7dr F;-✓Jt.+e..�; By t , 7, .- HAMMOND.COLLIER at WADE—LIVINGSTONE ASSOCIATES.INC. CON Tm9GENGINEERS 1943-INee._43'Eln OE"R ESSHIFAI SCF,•.;.� .LR10 S10NC wAr NORTN .YI..II.NIL rL SE.L TiIE.wASH1Nr,,pV 9p10>o0\0 YA'n'L i vN4L,:M..a CON4Y0.TAN,E ,nEn.onE izo\e e>zzew cLollmL...,.o„d.a 'MIX\C.i�L1K IB003\]'TIDJIN.b. T.t.i h_u1..Chi1'r.( s.L ancNLLLwY\.n ,w.L ✓O W.2S6, +rwcI.n..r.,o rc JO2 S TN W5 STKET OLtL dY.W,K\ Nf1Y TCNET.WA\IIMGTON/e\QI -YMy�v.lfiYtpN rl4 TE lf.1bN[1. \1e42-I1e2 June 13, 1986 L _ Mr. Joe Robel JUN 1 6 19'i Washington State Department of Fisheries Habitat Management Di, ision 3939 Cleveland Avenue Tumwater, Washington 98504 Re: Honey Creek - City of Renton Sewer Program Improvements HCW-L 2850 Dear Joe: The City of Renton is anxious to complete the January storm damage rock rep.ace- ment in the upper reaches of Honey Creek. We have scheduled start of re-rocking for June 23, 198E; a "window date" when we can get the original contractor back on site. Background A bit of emergency work was completed last winter after the January storm. Bob Bergstrom, Dale Erdahl and you later walked the upper creei, areas that needed ^epair and concluded that the work should be deferred until June when the upper creek bed was dry. I walked the entire upper stream area on Monday, June 9th, and there was very little flow. Now that the upper reaches are essentially dry, we wish to resume emergency recovery of the creek bottom in the upper creek zone. The work will entail adding rock along roughly 1,000 lineal feet of the dry upper stream bed. We request that you issue a permit to give us authorization: to start rock replacement by June 23, 1986. We anticipate the work will be completed before mid-July. So, a month permit period should be ample allowance for the recon- struction period. w w Mr. Joe Robel June 13, 1956 Page Two Enclosed is a copy of our previous permit for the creek work. Please send the new, original permit for this summer work directly to Bob Bergstrom and a copy to me. Thank you for your consideration. Sincerely, Frederick G. Kern, P.E. Enclosure cc: Bob Bergstrom - R. L. Alia Construction 111 S-157 HYDRAULIC PROJECT } APPROVAL R.C.W. 75.20.100 0041E"M of Fcw,Wa OF FeiNE111Es <1,nww Aanwt. OfPARTYENT �_ �ul 9S i °a plr.w+.wwlw°�Myp, PAGE I OF —,3__ PAGES "'C1Ly of Renton . pe t. rwsr p of Public works 235-2 311y O Q wo...wn 200 Mill Avenue south 12 31 O 00-2 32 10-02 Renton sr•, __ o a _ Washington 98055 A°< ° B-08,0285 Honey Creek w Cnrk O [] O C < 2 rein. w<no. -----o.�:i.. y a F 5E awn 23N King -]Sanitary Sewer <r TIME LIMITATIONS; `��lamedlately O October 1, 1984 MS APPROVAL R TO M AVAtl U ON TTw Jo! SITE AT ALL TAMES "0 Its pROVI&Ows FOLLOWED aY THE PER11fT- TEE ANd OPEMTOR ft"oe1wING THE woR°, TM pr•Onlq 10 Mam M. •pportl u u•uw m•r be nuE n.pN lar wY bu a E•m•°, 10 hM MI, a MML1 M,pn I,•yll.rygn 1•Y✓1 to CCm01Y..111 IM PCv•Mn•d MI,•PYOv.. F,W.b<o1Nlr Mn IM P,nywdrt,d Ins.APPm•I a.0r0••mtwem..wr, DMNOIy Pwu•n•04 by Ww•M;w wnpl•Onmwl TM Pp.prMn1 r.Mn.•IM rpnl. .u01Kt to In1 nobM•ppporlunnY 10• MMnp l0 Cml.•1 .0•n<y •Ctpri•M yq,M.b by IM b- .u,rr•In.PrKpy.Ad.cM01.r N oe RCW. to m .•oEngMl r,Nr.droM a caMniOn•O' 0e'y m,.Ppa.l My by 11 A,. non e"e-Mr<n•[non i\nKMYry by the a.0.nm.nl 1p IM rdMlm Of n,n YI, TTy o.p.,hMm c.md b.,b b.bb a .nY aPOriy Nm.O. Witte mynl Kw•. . re,ux of M„wbf < ,.c.Pt weer. d•m•p.. rN Ibo.m,IMy up•w by Web 1M U.P•rlmwt in.. .pp.wel p,n,m1 P^tY t0 IM P(Pv.lw. OI IM F,.h.,ro. .nd G•me Coo.. AM,t n ) .u111diI.IM11 hpn o1nN pupK .OIMN. T.Y M n1t.•Mry 10r In,.0!]tKt 1. The upstream portion of this project where the sewer pipe will be placed to the bottom of the creek shall be accumplished only when there is no stream flow, 2. AL the end of eacn day's operation, the streambed shall be backfilled and the stream- bank stabilized in the section worked, 3. The top 18-inches of backfill within the streambed shall consist of clean, well - rounded, uniformly graded gravel ranging in size from 1/4 to four inches. 4. Gabion streambed controls may be used to stabilize the upper section o' ;treambed. 5, The gabions set into the streambed shall not create a waterfall more than we (1) foot in height. 6, All wires used to tie the gabions together shall be turned under to preyent damage to fish. 7. All sewerline crossings of the stream shall comply with the following irovisions: ADDITIONAL PROVISIONS Jwlr 2 1984 01ty of Renton - Dept. of Pu"4c works DiiA Appoval given to Istream ortaka....!kPneY Leek_-14hy,Craek........_._.. . .. TYDa of Proled,....Sanitary Sewer ....................._..,.. 1 PROVISIONS. !l a. The sewerline shall be Installed at a sufficient depth and in such a manner so as to avoid subsequent disturbance to the streambed. :J b. The excavation, placement and backfill for the sewerline shall ' be separated from the flowing stream with the us: of temporary I -� bypass culverts. c. The inlet end of the culverts shall be contained in a sand bag revetment or other method approved to divert flow through the culverts. A sand bag revetment or other approved structure shall also be installed at the dnwnstream end of the culverts. d. The temporary culverts shall be of sufficient size to pass all p anticipated flows and debris. e. The upper 18-inches of the t,--rich shall be backfilled with clean, +� well-rounded,unifa mly graded gravel ranging in size from 1/4 to six inches. if. The banxlines in the area of the crossing shall be stabilized with the placement of angular rock of sufficient size to prevent ' erosion from high flows. g. Prior to releasing the stream flow to the project area, all necessary streambank restoration, bank protection, armoring, etc., shall have oeen completed. h. Upon completion of the sewerline crossing, all neterial u,ed in the temporary bypass s^all be removed from the site. B. The sewerline running parallel to the creek shall be constructed on the landward side of the road whenever possible. The alignment shall be such that streambank armoring will be held to the absolute minimum. 9. If dewatering the trenches becomes necessary during this portion of the project, the water shall be pumped to an area where it will be filtered clean prior to stream entry. 4 10. Material excavates, for the road con_truction or the sewerline shall rot be dumped or wasted on the Stream side of the rod, This material shall be h„uled out of the canyon and disposed of at an authorized fill site. p ADDITIONAL PROVISIONS July 25, 1:9" ............. Mwovaianenlo.. C1ty.of Mitou of P*111C Works Stream or Lake money 1>00 - fly Creek ....... Type of project __S iln j � Selllr ................................................................ PROVISIONS: 11. Gabions used for bank armoring shall not encroach into the existing stream. 12. The bottom row of gabions shall be set low enough to Preven, underscour. 13. Brush and trees that will hang over the streambank shall be planted along the top of the gabion walls. 1 14. Bridges shall be designed for all road crossings, 15. The bridge footings shall be constructed outside the ordinary high water line of Vie stream. 16. At least one end of the bridge or stringer shall be securely anchored. 17. The stringers or structure shall be placed by working from outside the ordinary high waterline and in a manner as to not damage the bed or banks. 18. Alteration or disturbance of bank or bank vegetation shall be held to a minimum and all disturbed arees shall be revegetated or otherwise protected from erosion. 19. The bridges shall be high enough to pass all anticipated flows and debris. 20. Every effort shall be exercised durinS all phases of this project to insure that Silt laden water does not enter the stream, 21. The Department of Fisheries Habitat Management Division shall be notified at least seven (7) days prior to the Stall of work on each Stream crossing, SEPA: DNS, City of Redmond, November, 1982. Regional Habitat Manage e - Location; Joe Robel - telephone - 753-2980. Renton Highlands adjacent to Sunset Blvd., N.E. cc: Rubel Johns-Patrol 1 HYDRAULIC PROJECT APPLICATION CEPANTIeNT fA DANE lu "C` IC""; DEPARTMENT of OISNFRWS 9101 ee LEA PRINT OR TYPE wMnl haiAtAn oft QW OIEmR WAOHAIAIn" SOADO NOT-WHITE NI SHADED AREA ?S346o City Of Renton Dept. Of Public Works 2]5-253: C' CI�E 20D Nil] South Renton, Washington 9805S A c P Softy Creek May Creek r 4 23N 5 King Sanitary Sewer I DE ON OF i crovide additional rock cove- over sanitary :ewer to replace rock eroded during record January 1986 storm, (Refer to earlier permits granted for construction June 1985 to October 1, 1985). �..:sre s.ai.n e•n July 1, 1986 October 1, 1986 fe+. .yM rA e b renwwlroy . . - _-. Maint4n4ncg_N A__ :rt. EW S N.A. It K ARIFO TDDP THAT Mn NM1t will vpNUiN _.p^rE K 5LM[0 lxrtn . 5gME0 .VSR.]ti a. 5 VE Cf wEO .. TIME LIMITATIONS: f • . UNpLaYiOYNO YTILITIi{ /6 'a /)yany iYYiPNLNT iCNT�I [�/`//• C�JI�//R� �i//F�/lam//l/K/'•/ ■ate/./� OO MCi[1[ P{V1Ni GENERAL CONTRACTORS 9216 EMPIRE WAY 0OUTw a EATTLE.WAa H1N OTC 991Ia 1006)722-4900 June 12, 1986 City cf Renton 2DO Mill Ave 5 Renton, MA 98055 Re: Honey Creek, Phase It Dear Bob, Just a short note to let you know that we have contacted General Construction to begin ordering the rock required to complete the re-rocking Work at Honey Creek• I have also contacted Fred Kern who will be contacting Bill LaPrade. Between all of us, we are arranging to visit General to inspect the rock before it is cut as we Old last year, Bob, I know you are extremely busy but as per our Previot, discus- sions, we were shorted S 4,000.00 on our last billings to you, Is there any word as to when this will be processed. Please advise. If you have any questions or comments, please advise, Thank you, R L Alia Company Gary J ►anki ewicz, ' Office manager CCNTRACT0R1 UC[N6[ NY�•6[R PLd41•'aaiRP G/7/�iV ►'�cQ,.�s� l f alriCd q, 7 �s� �Q.✓i"6 rn.0 p�✓�4t 5 y�j� dvtJ l l A.M. Dui i�1/f rS vevfl 7 lr^& 5f�j a�-d 21a/i4 pl<., �S e!� rt ✓a,'1r! t b� cep G o a/tti..�7 ; t Iwpi4. -low (,b•r 7�w,, 1. J 6401. 5� tf � •� S cL�K' ,z.-,. �du, . Pup(L kw E ->la „nt�iz sum. ,,. ✓w j , r,�,tr� . Pa,✓,. J n.s "w ( ! bj b lI ocjc.. S�:�ws w� buak u lac �,.sAl(5 0 ^r �•o b � rn�,-L„�� Y/U��G� Ly.•„� AI,.. , �'�` a,C �W 3J✓ �H. TJ J wl�c� d io.00 To,. a. q.riwd, Lc�i ; ice s;fG SAo4l 4%G c d� KsrM1.�f' .✓11�+F -�ati 7dvwy�n.e'trJ� , --' s _ , . E•-�.�ii .��.� .��.�..�<z ��>.�.� C'st`Gh SOLO L� DAre TD�..L] 1t 'N( . , .— / , / s ADD. • OIL tons CLAW B U GALE ASPHALT VAIN! N S; 2l, l W 7 TUNS c,n51C _ TONS P� f is, TONSSHEET CRUSHED — q ITON ROCK Z� yb DALS DIESEL OIL SAND TYPE_ m (8 ru w GALS.EMULSION MISC z ; IhcROW LLJ � ^EE CIE 0 E ' TARE '0 TROCA Lu (n —isESP�i 1 •. I �� U NET Y � REMAR k• , � t t Q S J RECEIyfogy f "�IJ •. FOR 36362 N0. 32- DATE ORDER NO ADD.— DEL �j iUN3 CLASSB GALL ASPHALT PAINT I ,� y 'TONS CLAW u 7 TONS 3 TONS SHEET Ir ITON. CROCKED N GALS DIESEL OIL I SAND TYPE i GALS EMULSION MISC f. Z 1 �' t: bGR055 W S I W j J i ( I 4 I. TARE TRUCIIIp _L y W REMARKS:- 3.1 HIf RECEIVED N a i FOR �:. ��• NO.u- 36361 0 _ �' L . I f vU DEL .. TO N TONS CLASS ! GALS.ASPHALT FAINT '„ -_-- TONS CLASS i TONS_ S CRD$HECIPPP , i0N5 SHEET iTON ROCK ,w GALS.DIESEL OIL SAND TYPE GALS.EMULSION Mi SC. e ?4 GROSS W W FARE e B y TRUCK W '`. �j .1 � NET S REMARkSP_'�A. • �.w __ RECEIVED By' FOR ----NO 33- 36382 DATE ORDER NO ;OLo To I'LL ADO UZ TONS CLASS GALS ASPHALT PA-NT 'TONS CL0.RC TO-4 U. ' CRUSHED TONS SHEET TON ROCK GALS.DIESEL OIL SAND TYPE D i GALS EMULSION MISC - (t GROSS W W F 4 L: .%RE t y TRUCK4kqP_ - W ;_�� / • •� r J't � � NET Y Q S V: 11� J REMARKIK,, ' - RECEIVED tlV_��- FOR __---- NO 37- 36363 DAIF OSN NU. 50LD AOD \ DEL i TONS C'"_ASS! i GA': ASPHALT PAINT N W TDNS CLASS L i TONSrx •� i TONS SHEET i CRUSHED i TON ROCK 'A GALS O�ESE.LOIL YI SAND TYPE i GALS.EMULSION MFSC ZO iR055 W tARITRUCK NO' WT Y REMARK^ E I A A ' REP FVED 01�f FOR. - - NO, 32- 36364 liCILO GATE ORDER NO TO TONS GLASS! vI v , Wl3 ASPHALT PAINT W _ i TONS CLASS i TONS x f CRVSNED � F j TON$SNEEt -� TON ROCK e GALS.DIESEL OIL SAND ' •E i GALS EMULSION MISC O S Z N; 5 a WRo s _ WIRUC w IL rr, i � 4 ? I►AaE � � � _ � W LG , IG. '.i NkT Y' J � 1 NEMARKSyfL`_ 1]� • r D RECEw ED 0, FOR _ 36365 NO 37- ? I /j DATE DER No TO !L Y s ' / TO-- r )� ,Do— ♦ 1 DEL TONS CLASS GALS ASVNALT PAINT i _W •i TONS CLASS' TONS /r 1TONESNEETL CRUSNEC GAIE.DIESEL OIL "NO TYRE i GALS EMULSION MIX --- In' I G W ` O J J IIL I ^ 1, (RARE TRUCK NO. t W 411 NET s Y AEMARKSN - Q O _ r i RECEIVED by Em NO 32_. 36372 Y oof �1 O� t V W Q u w � r REMAR gECFry FOq HAMMOND.COLLIER d WADE-LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS 1943-1966-- 43 YEARS OF PROFESSIONAL SLHV ICE 40105TONE WAY NOWT" �us,A YA9C eE SEATLE WASHINGTCOI"103-0 CONSULTANTS t uv�llvTry• TELEPHONE.12061652.2664 s[ont I„Is✓NC•u n[ uwu.Ca I W2 MT;WI5 11v1 Aw aNn N..N•a[ ALO[/C•6 41F n[[ �/w'[YatNMDtA e[ Y.S•LYTM eF AO BO%296T .J,a9[4,YAD F, Y12 SOUTH MIS&ON$TREE': D4[9O%wrl he WENATCHEE WA5111NGTON960101 •Ewr�.�[Om9tor.es TELEPHONE 15C91662-1162 May 16 1986 Mrs. WaunPt.a M. Eastman 3533 N.E. 17th Place Renton, Washington 98056 Re: Honey Creek Sewer Program HCW-L ►285OP3 Dear Mrs. Eastman: Thank you for your letter of April 28, 1986 with the neatly prepared sketch. Bob Bergstrom and 1 have discussed the work. R.L Alia, the contractor, will be coming back to do some ad, tional rreek rocking near the middle or end of the summer. We will arrange for th contract to complete your work then. Sincerely, 7rederick G. Kern, P.E. S rtf WJ 1 W15-7b AE•[ m cEUT+u GWINATl1l1 ��, 1 •' ,/f� I'"' �'-`'`_. 0 April 28, 1986 3533 NE 17th P1 Renton, Wa. 98056 Hammond, Collier 'Wade 4010 Stone Way North Seattle, WA. 98103 Attn: Mr. Fredrick G. Kern bear Sir: As ner our telephone conversation April 26, 1986 concerning the completion of our front yeard due to the removal of shru.s and trees and the digging up of the yard for sewer trench construction work on Honey Pew Creek, I am enclosing a draws up plan which you have requested for the completion of our front yard. I am sending Nr. Bob Bergstrom a copy of this letter with the plans as you have requested. Sincerely, LIJO'U"� Nl. Ga ti Wauneta M. S'astman 3533 N. E. 17th P1. Renton, WA 98056 0 &T -drums OF Rp • - _ - 4. OFFICE OF THE CITY ATTORNEY • RENTON. WASHINGTON pOSI piiiCF!O+•}0 ,M)S}nE iipFET • 9EHLON.N+SMMOTOM 9806v p{S {•T{ pS �� LAWRENCE J. WARREN, MTV+TTQ Wl DANIEL KELLOGG, -3W6' O COY ATTOOEr p DAVID M. DEAN, A"ST+ST MTV+TTOHEp �rfn TEMe' MARK E. BARBER, +STpaTCIR nTT+TTOMar SEP ZANETTA L. FONTES, +S98TAW MTT+TTOIlEY May 2, 1986 MARTHA A. FRENCH,+SMSTANT MTV rt40wET //'J RECEIVED `' PUBLIC WORKS DEPT. TO: Richard C. Houghton CITY OF RENTO^: Public works Director FROM: Lawrence J. Warren City Attorney RE: Honey Creek Sewer Interceptor, Phase II Amendment 1-86 Dear Dick: The Addendam as forwarded to me is approved as to legal form. It is my understanding that the contractor had not completely finished this job, had the contract closed out and his retainage and bond released before the City required this extra work to be done. If that is the case we m-y add work to the contract as this was directly related to the initial work to be performed by the contractor. If the contractor had been cempletel} released from further obli- gations on the job and his bond anu retainage released, then I believe we would have to go out to new bid. If not, then this procedure is appropriate. Ve �ruly yours, A- Lawren a J. warren LJW/jw cc: Mayor Shinpoch r April 28, 198E 3J13 NF l7th F1 1 F;erton, Wa 98056 V1 amwv,n 11 ; ^ity Hall yny 1 19PF Public Works Dept. dth Floor Attn: Kr. Bob Aergstrm Dear Sir: am sending the letter which I have written tc Fredrick 1. kern from Haamond, Collier A Wade who helped do the work on the Sewer trench construction work on Honey Dew Creek last summer. fie has requested that I send a duplicate to you along with the plans which 1 have drawn up. Since.,.iy, �-- ZGQu,, /% �tC ll-s?l Wauneta R. Fastman 3533 NF 17th Pi renton, Wa. 980r�F; Hammond, C> '_ier +& made 4010 Stcne tray North Seattle, '.:A. 9F103 Attn: Kr. _radrick G. Kern Lear Sir: As per our telephone conversation April 26. 1,26 ccrcerning the completion of cur frcct yeard due to the re¢cvei cf s'rubs a^d trees and the digrirp ap of the yard icr sew: r trerct, ccrsr.rccticn wc-k on ''crfy Lew rrc<Y, 1 ar enclosing a drawn 1p ..an whict. you have reeueet d for L'.r crrrp:e*icr cf cur front yard. 1 am srrding Lt. Bob ;ergstrcm a copy of this letter with the plans as you have requested. Sincerely, ?G �2�c> j11 �aan;m=env waur.eta F. -astman 3533 N. F. 17th rl. Penton, WA 38056 �u° o 444' � 9y y � . C.O. i s CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT BOneT creak Sanitary Saar phase 11, S-296, cu.-040=8 CONTRACTOR R.L. Ali. co„ 9215 Me in LUtber Mina Wav Su Seattle Its 98118 (722 4900) SUMMARY OF PROPOSED CHANGE force Account Work to ae-roct [lone c t s�s:_SIlantsl-- L�bor S 2,479.73 201 Overhead and Markup _ 495.85 SUBTOTAL S 2.975.68 6quipawnt Material _ 2,508.24 151 Overhead and Markup -- 388-4 SUBTOTAL 2.976.40 Miseellaneoua 151 Overhead and Markup 131.54 SUBTOTAL 7,008.50 TOTAL $10,748.76 8.11 Sales Tax 370.65 GRAND TOTAL $11,619.41 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. CR1 n I T2FA Z�fI RAZT--TSTfrWY�� i CH�YOI CONY C AMOUNT AMOUNT — ANT THIS—ORDER TOTAL AFTER CHANGE 3536,853.20 $599.772.11 $1n,748,96 w/o tax $610,521.07 SIGNATURES: CONTRACTOR d ATE ;//v/,� r `--- / PROJECT ENGINEER \��4 DATE — APPROVED BY 40 c Wor s D rector c 0 „ $ S4, Mt�a jf 2 CITY OF RENTUII • PUBLIC WORKS DEPARIM-BT LUNTRACT LHAIi1.L URULN AGRLI.M01 CONTRACT Money Creck W ase It Sanitary Sever Interceptor CAC 040-85 CONTRACTOR R.1.. Alia, 9215 Martin Luther Ring Nay S., Seattle NA 98110 1722-4900) SUMARY OF PROPOSED CIWIGE Maer9esey Flood Repair For January 17. 1986 STORK - FORCE ACCOUNT Labor ---. S 3.728.19 201 Overhead and Markup _ 645.64 SUBTOTAL _-- S 3,873.83 RquipNent 3.991.15 Material 5.671.68 -- 15% overhead and Markup 850.75 SUBTOTAL 6.522.43 Kiscel.laneous 2,247.21 �15t overhead and Markup 337.08 SUBTOTAL --- 2.584.29 Discount per 2/18/86 Letter - 1,114.98 TOTAL 15.956.72 6.1% Sales Tax _1,284..39 GRAND TOTAL______ -- ;L/,141.1} All work, materia,s and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. URI611611 GutirMLI __-CUkkFtirCUiTRACf E5TI1Witu hET CiiANG€--ESiIAWTEU IUNTHA AMUL41I ( ARMT I TH'- ORDER ( TOTAL AFTLR CHARGE $536,853.20 S538,084.74 $15.856.72 ^v $553.941.46 SIGNATURES: CONTRACTOR __ y y DATE PROJECT ENGINEER j ' I ' - _' �:2t' DATE APPROVED BY -- DATE 11 61Tc Works Director] • C.O. I 3 CITY OF RENTON PUBLIL 143RKS DEPARTMENT ' CONTRACT CIIAIIGE ORDER AGREEMENT CONTRACT Whey Creek Phase 11 sanitaxV Sewer Intcrceytot CAC 040-85 CONTRACTOR _^R.L. Al la, 9215 Rartin LutRer Seattle Rn 9811_6 4722-49001 SUMMARY OF PROPOSED CHANGE RRergency Sewer Repair at sunset Pump station » UOwRM—R—M S7STEN PRO" DARRCR lR JAROARy_17, 0% STORK AT RR 7th ST. AND HARRINGTON AVE. MR. PORCR ACCOIR'T. 412,320.35 20% Overhead and Markup _ 2,464077 sue"AL 13,827.78 $14,784.42 Materials �^ 2,806.78 151 Overhead am. Markup 421.02 " SURTOrAL i--3.229.80 Other —_� 4.950.46 IS% Overhead and Markup i'- _ _ 742.57 SUIIyOTAI `—�—__.._.________,._ --•T—~-5.697.07 70TA1. --yam- $37,537.03 B.11 Saes Tax a,U9U JH GRAND TOTAI, "0,577.21-T All work, materials and r*asurements to be in accordance with the provisions of they Standard Specifications and Special Provisions for the type of construction involved. O INA1 tONYNAt1 _ NT COIa�IIhCt _ STlt TtOHEf CHAtIGC�— ESTIMATED COINTRAC - CH AMOUNT 1JUNT THIS ONUER + TOTAL AFTER ANGE 5536,853-Z0 _•_^ -- -, 0,941.46 $37.533.03 w/o tax $591.474.49 SIGNATURES: CONTRACTOR DATE 'A, PROJECT ENGINEER �, - +2 ,,,� DATE r �a APPROVED BY r` tt_.( i. DATE ,(�6' c-Norks Director] ` �— '`_"-"--"'— • • G.O. / 4 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHAI4GE ORDER AGREEMENT CONTRACT Honey Creek Phase II Sanitary Sewer Interceptor GAG 040-85 CONTRACTOR R.L. Alin, 9215 Martin Luther King Way S., Seattle 10A 98118 (722-4900) SUMMARY OF PROPOSED CHANGE Emergency Flood Repair for January 17, 1986 FORCE ACcou" -- 4hor 204 Onsrhead and Merkuo _ 457 02 SUBTOTAL ---------_. __ $2,742.13 Nquipment 3,554.85 Material 1,615.60 151 Overhead and Markup 242.34 SUBTOTAL —_ •• 1.157.94 Other/Miseellnnsous 380.59 151 Overhead and Markup 57.OS SUBTOTAL A / iI44• 437.68 Discount per 2/29/86 Letter "AL .._ 8,297.v. 8.11 Sales Tax _ 672.11 GRAND TOTAL 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. �bTiI�tNAl�bi7RAC1 --�JRliiN7 CbHY�A2T TSTIidAATED"NET-CHTN" —E-f piATI[D CaNIRA- 1 AMOUNT —_ F $59 AMOUNT THIS ORDER I TOTAL AFTER CHANG $536.853_20 1,474.49 $8,297.62 w/o tat s599,772.11 SIG6ATURES: CONTRACTOR ��•— -' DATE PROJECT ENGINEER DATE APPROVED BY BY DATE YY"77" Public Works Director '— • CITY OF RENTUR 0 PUBLIC WORKS UEPARTMt"'.i EUNIRACT CIARGL ORDER AGRLEMLNI CONTRACT _ Abney Creek Phase li sanitary Sewer Interceptor CAG 040-85 CONTRACTOR N.L. Alia, 9215 Martin Luther Ring way S., Seattle NA 96118 iW2-49001 SUMMARY OF PROPOSED CHARGE raergeney Plow ar"ir Per January 17, 1906 STORM - 1'3RCB ACCOUNT Labor S 3,220.19 201 Overhead and Markup b4S.64 SUBTOTAL S 3.973.63 _—Rquilwaen! Material 5,67'.68 15% Overhead and Markup 850.75 -- SUBTOTAL —___-`- —_ 6.522.43 Mlacvl loneous 2,247.21 141 Overhead and Markup 337.08 ..�._... SUBTOTAL 2.584.29 Discount Per 2/18/66 Letter - 1,114.98 --- TOTAL 15,855.72 8.11 Sales Tax GMNO TOTAL !— 517.311.11 All work„ materials any measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. TiRiGiNAI ciAlliRAll"�--GRRRIiII cutRRA�T--�TItATFnliEfi LiiAirGE[s�1Ft7+TFU cun�t+At AM L41I I _AMOUNT I THIS ORDER I TOTAL AFTER CHANGE S536,853.20 $538,084.74 $15.856.72 w/o tax I $553.941.46 SIGNATURES: CUNIRACTUR "__ DATE /1 AA PROJECT ENGINEER J 1� ` DATE APPROVED BY -_�E__. ,i, _ DATE �Publ{c WorZts Utrlctor) . C.D. $_3 CITY OF RENTaI PUBLIC WORKS DEPARTNERI CONTRACT CIIA14GE ORDER AGREEMENT CONTRACT Sony Creek Phase 11 sanitary ,Serer Interceptor CAC 040-85 CONTRACTOR R_L_ Alia, 9215 Martin Luther Rinq way S.. Seattle VA 98118 1722-49001 SUMMARY OF PROPOSC9 CHAN;E maer9cncy�seuer Repatr at sunset P� sLtion DOWNSTREAM SYSTEM FROM DAMAGE IN JANUART 17, 1916 STORM AT RS 7th ST. AND IIARR""[:TOM AVR. NY.. roRCR DCCO MT. $12,320.3% Ina Overhead and Markup __ 2,464.07 SURTI]TAL 13.827.78 14.764.42 Rquiprcnt ^ Materials 2,806.78 IS% Overhead and Markup 421.02 SURTOTAL 3.228.80 other 1.950.46 154 overhead and Markup --_ 742.57 -- SURYOTAI. -- 51.693.03 TOTAL - —_— $37,S33.03 8.1% Sales Tax — 3,040.18 GRAND TOTAL $40,573.21 All work, materials and measurements to Ix in accordance with the provisions of the Sta^J,;r.' Specifications and Special Provisions for the type of construction involved. IbRIGlNAL7-rGlff-F CI CURRENf;,Ot1TRACT'`€ST1t1ATEU NETCNAN EST GE INATED 'CONTRAC AMOUNT I AMOUNT— I THIS ORDER---- TOTAL AFTER LIIANGE $536,853.20 $553.941.46 $37.533.03 w/o tax $591,474.49 SIGNATURES: CONTRACTOR DATE --�-- PROJECT ENGINEER DATE APPROVED BY �i_ `r DATE -- - -j blic Works DirectorT ---__--- - - • i_ 4 CITY OF RENTON PUBLIC WORKS DEPARTMEI.T CONTRACT CHANGE ORDER AGREEMENT CONTRACT eoney Creek Phase I1 Sanitary I Over Intercept^r CAG 04n-85 ,„TRACTOR R.L. Alla, 9215 Martin Luther Ring May 5., Seattle VIA 98110 4722-4900) SUMMARY OF PROPOSED CHANGE Smer,4eaey Flood Repair for January 17, 1986 STPR. - FORCE AC'OOMT Labor -- _ 52,285.11 10%Over 457 02 SUBTOTAL -- — _ $2,742.13 equipment 3,554.95 Material 1,615.60 Is% Overhead and Markup 242.34 SUBTOTAL —_ 1.8�7.94 Other/Miscellaneous _ 380.59 151 Overhead and Markup 57.09 --- SUBTOTAL 437.68 Discount per 2/28/86 Letter -15,144.98 TOTAL - 8,297.62 8.1% Sales Tax _ 672.11 GRAND TOTAL -- $8,%9.77 All work, materials and measirements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. O1fIGIFAt�ONYRTY —�tiRR@N`fZ61YhACfi�7$Y(MATEU FIE��HIIN�E-�T7�NATEb C�'N AMOUNT _ AMOUNT THIS ORDER I TOTAL AFTER CHANGE $59 $536,853.20 1,474.49 $8.297.62 w/o tax 099,772.1' SIGNATURES: CONTRACTOR eC /f DATE vw/�/,1L PROJECT :NGINEER _ DATE !%0'-- APPROVED OY � - _ DATE // Public Works Director — —'-- — • • C.O. e s CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT —— Y:reek Tani tary Serer__ rise tl. ;�%• "��_ygo-es ____ CONTRACTOR R.L. Lis Qo 9215 Mart' LutAer king Mar 3. G L1:laJld9Nlte �n2-a9nei SUMMARY OF PROPOSED CHANGE _Mroe ACComa Mort to Re-rock o r Lek CAann 1 Labor $ 2.479.73 -- _20% Overhead and Markup 495.85 SUBTOTAL. $ 2,975.68 Rgoipment 3.788.10 Materiel 2,588 2a 15% uverbad and Markup 388.24 SURT7rAL 2,976.48 Miscellaneous ----____ '- 976.% Is% overhead and Markup 131.54 SUBTOTAL Om-sSo TOTAL $10.748.76 8.11 Sales Tar _ 870.65 GRAND TOTAL $11.619.41 All Mork, materials and measurements to be in accordance with the provisions cf the Standard Specifications and Special Provisions for the tyre of construction involved. AFgUNTA� —�R� fi �ED�$�ZHFFF T$TIp�TEb CONT AMOUNT THIS ORDER I TOTAL AFTER CHANGE $53RAM 6,853.20 $599.772.11 $10.748.96 w/o tau $610,521.1 SIGNATURES: CONTRACTOR DATE V/✓/;r PROJECT ENCiNEER DATE s/7 APPROVED BY DATE y K ub is works Director PUBLIC WORKS DEPARTMENT t7 MIN z DESIGN/UTILITY ENGINEERING 0 235-263' MUNICIPALSUILOING 200MILLAVE SO RENTON.WASN.98O55 9 0 1TF E�P ATTN: GENTLEMEN: ME ART SENDING YOU H ATTACHED a UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ SHOP DRAW NGS a PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS ❑ COPY OF LETTER ❑ ___ COPIES DATE F. r7Jf (ACL. 0f cci /&tr *v ;( rr7 'J, THESE ARE TRANSMITTED AS CHECKED BELOW: a FOR APPROVAL ❑ APPROVED AS SUENUITED ❑ FISLBKIT COPIES FOR APPROVAL o FOR YOUR USE ❑ APPROVED AS NOTED a SUBMIT COPIES Fria 015TRIBUTION CK AS REQUESTED ❑ RETUWED FUR CORRECTIONS ❑ RETURN CORRECTED PRINTS k FOR REVIEW AND COMMENT U _ a PRINTS RETURNED AFTER LOIN TO US COPIES TO: ''zz SIDED 3 4 [fit,—o.f,. TITLE ��i S Ina•: _ .. IF ENCLOSURES ARE NOT AS NOTED. WIMOLY NOTIFY Ib AT ONCE ADOENDUM 0-96 TO CONTRACT AGREEMENT BETWEEN CITY Of RENTON AND R.L. ALIA CONSTRUCTION COMPANY This A., aunt Addendum to Contract Number CAG 040-65, Honey Creek Sewer Intercepter - Phase 11, executed this day of _ _ 1g86, by and between the City of Renton, WaShlo ton, actinu ttiroughits City Council, referred to hereinafter as the "CITY and R.L. Alia Company, 9215 Martin Luther King Way South, Seattle, Washington 9811E referred to hereinafter as the "CONTRACTOR". WHEREAS, the fo tractor is u.rrently under contract to the City to construct the Honey Creek Sewer Interceptor - Phase 11 (Contrail Ne. CA, 040-85, and WHEREAS, the Honey Creek Sewer Interceptor project was substantually complete in December of 1985, and WHEREAS, the newly constructed facility requires additional rip-rap channel work to stabilize the upper creek channel front the January lBth (109 year) flood damage, and WHEREAS, the City now desires to proceed with the addition of this rip-rap work after June 15th as required by State Deeartment of fisheries in accordance with the force account Provisions of the contract, and NOW. THEREFORE, the Parties hereto mutually agree as follows: P.L. Alia Construction Company will provide all work and raaterials for the rip-rap channel work estimated at $25,000. This added work will be performed in accordance with the Contract Specifications and paid in accordance with Ibr im„• nr .,, tnt prro it ions. I Ix• I ity will prN r4i final Imorient And wipotailrp of the nrlq indl coltlr,l,,t will unl rr I i, untt,n tru of 1,i^, tlI iginal Per for ntA nee Bmrd When Iha o"j'11n �.'rl "nn,,ai r, „orl I, wnlP 1C te. the ur iu inal colt act will be rel ct reJ to hereinafter as the "PHASE ONE" contract. The Contractor will provide a new Performance Bond for the work covered under this Contract Addendum, which will hereinafter be referred to as "PHASE TWO". The bond amount will be for V2 ,000, which includes Washington State Sales Tax. The Contractor will provide a Cerbif irate of InSurance for Phase Two, as detailed in Section 7-1.18 of the Special Provisions of the Contract Oucuments. The Contractor will begin work when directed by the Deparbnent of Fisheries. Completion will be within 90 workinq days after the date of ;his Hydraulic Remit authorization, liquidated damages will be assessed at the rate of 5154.00 per working day if this Addendum is not completed within the specified time. ADDENDUM N1-B6 to Contract Agreement Rage 2 IN WITNESS WHEREOF, the City has caused these present to be signed by its Mayor, and attested by its City Clerk, and the Contractor has hereunto set his hand and seal to this Agreement Addendum on the dates indicated below: CONTRACTOR CITY OF RENTON Title- a-9ss.�.,zr------ Title: ------ Date: �4'------------ Date: ATTESTED: FfaxTni Mbtor,-cfty-CTw—" " • SPEED LETTER • TO: GIeY s — �v'a e� 1 .1 DATE:_ PROJECT:_ *Lp . fy S Siqne r N i U{11� I Mrm STATI (K V%W":A(A DEPARTMENT Of LABOR AND INDUSTRIES (M'Wj/ A,*, 'tjm I $I{A{Y�G ♦ (M,olpy IlA�Yy(IOrt ,41+lN�All !.larch 3!, 1986 city of Renton 200 14111 .Avenue S .trnton, �l'A 98DS5 AM: Pots Berslstrom 'et Firm Ne, 843,041-00-0 'ontract 'Vo. 5296 rentlement �/ Please be advised that tNw mepartment of Labor and W,Jstries dries herehv release the "ity o1 Renton from any to-thee Ilahllity Prvwant to RC%' 51.13.050 sad T'rw 51.12.020 at wea&otherwise incur in connection viM co++trsct cali4nv for w senitary Cse,.er interceptor- 41oney rreek Phase fl. -his certificate does not release R. L. Alla Company from iiabillty 1� additional co"tributkro which late mtv b� determined to tx, due with respect to the a4ove rwnthxed contract ar any tithe*mrtraeft said cmtra"or may 1+.i.1ie oer4nrmed. Very tnlly Vo rs. Kave Klorlaul[ .Administrative Assistant i',ontractrtr Unit Phn _i (206) 753-4398 ccuL.KiCs1b.5.b0 cc to ? t. A111 ..fir,-R3nv vtin Luther Kin,, 1r. ''p: t Seattl AA i)811R '4Se 3 HAMMOND.COLLIER dr WADF -LIVINGSTONE ASSOCIATES,INC C045Ul71NG ENGINEERS 16a3-16M-63 YEARS Of PROMSSgN m[RV10E 60106 WAY NORTH ...rr••.Pa.1 SEA"MWA6N Io*I N1036060 C ku%.TANT6 s+uca l.Nwaa.at rt TEL[W1a0aR-IX* 63l2666 nva...a.A•W..♦ra 1♦0p66$)TOIIWAa+Rru. M�uNr M�Pn •noaNc•a•arN ra n6Na ar.W,6aaa..n Wrya•x1b�.D n -O 60x 30117 +•PaYo[•..r.t r[ )W SLNJTN M6100N STREE♦ WUNTCMfE.YNSNINGTON W , anr,n••.as crtr.r,p TELfM1 1"'6621761 March 3', 1986 Mr. Bob Berqstrom City of Renton Dept. o' Public Works City Hall, 200 Mill Ave. Renton, Washington 98055 Re: Honey Creek Sewer System January 18. 1986 Flood Damage kepair (Change Order - Force Account Work) March Charges HCW-L No. 2850 Dear Bob: Force account charges in the amount of $11,619.41, inclusive of WSST, have been requested by R.L. Alia Company for work completed from March 4, 1986 through March 10. 1986. The hours noted for equipment and manpower and weioht t1.kets are reasonable and accurate based on Dale Erdahl's diary record. Rental rates for equipment are from the Rental Rate "Blue Book". We recommend payment in the amount of $11,619.41 be made to R.L. Alia Company. Sincerely, Frederick G. Kern, P.E. FGKJrtf Enclosures: Summary of Work and Documentation of Time and Materials by R.L.Alia Co. W14-66 61.ra �:4.••al ..raY.CKt 1 DATE: April 1 , 1986 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR: R.L. Alia Company ESTIMATE NO. 7 . CONTRACT NO. 040-85 PROJECT: Honey Creek Phase li Sanitary Sewer Interceptor I. CONTRACTOR EARNINGS 1111S ESTIMATE $ 52,579,41 _ 2. SALES TAX 1 8.1; 41258.93 3. TOTAL CONTRACT AMOUNT 11115 ESTIMATE $ 56,838.34 a. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 490,009.68 5, 'EARNINGS DUE CONTRACTOR THIS ESTIMATE S 49,950,44 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 539,960.12 7, RETAINAGE ON PREVIOUS EARNINGS $ 25,789.98 •• RETAINAGE ON EARNINGS THIS ESTIMATE 2,628.97 SUBTOTAL - RETAINAGE S 28,418.95 10. SALES 'TAX PREVIOUSLY PAID $ 411779.77 11. SALES TAX DUE TIIIS ESTIMATE 4,278.93 12. SUBTOTAL - SALES TAX $_46,038,70 "(95% x Line 1) GRAND TOTAL $_614,417.77 "RETAINAGE: 5= FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 arl 11): ACCT. I _421/000/015.596.38 65 19 ` S 54,209.37 17 ACCT. I S I-- ACCT. K L (— ACCT. A S /"— ACCT. I S h RETAINED AMOUNT (Line 8): '— ACCT. I 421/000/015.596.38.65.19 $ ACCT. ACCT. ( S ,-- ACCT. I S I— ACCT, I ` s (— CHARTER 114. LAWS OF 1966 TOTAL THIS ESTIMATE $ 56,838.34 CITY OF RENTON CERTIFICATION , n,.uq+,rap ro wu.<JJM u,wJ wwn a nur M1t Y,raWJ M.N MW IVw,JD. M[ .w[U NbINo fJ M W M1 ,JUO, m JMOq.y H,/•\ .uJ)lw, .,f ftAY . L[. JN MJO 1J,.M ouw.or .GwJ. M an a JJI,11h Jfp 1M,f r w JY Mf.�p al!.,,un�wpnu r'o per.q J.e cur , •`l f CITY OF RENTON • DEPAR-1-MEN-1 Of- ENGINEERING MUNICIPAL BUILDING. 200 MILL AVE SUUTH, RENTON. WA. 90055. 235-2631 i Honey Creek - Phase II PROJECT sanitary Sever interceptor PROGRESS PAYMIFf1T ESTIMATE NO. 7 Contract No. 04O-A5 Contractor R.L. Alia Company f ,.+ 4-1-86 fl Data_ .ihteet_of� It Est PREVIOUS TOTA-) ;HIS ESTIMATE TOTAL TO DATE No Deacrip t.on Urnt Unit Pnce Qty Qty I Amount ' sty Amount Qty Amount !1nbll lza uon LS 47.357.00 1 I IODZ 47,357.00 ' 100% 47,357.00 Clearing And Grubbing I's 31,Soo. 1 IW' 32,500.00 100'1 32.500.00 + Timber Salvage I.F 1.t I,000 11432 1,432.00 1432 1,432.00 Access ROA4 LF 22. 77 3,760 3760 P2,983.20 3760 82,983.20 'i GNP Culverts LS 4,5u0. 1 100�; 4,500.00 100% 4,500.00 6 18" (AIP Culvert I's 8,700.00 + 100E 8,700.00 ' 100% 8,700.00 7 Crushed Rock SY 3. 650 530 1,590.00 530 1,590.M 8 Temporary Patch SY 3.00 650 1 295 285.00 295 685.00 9 Asphalt Concrete Pavement SY 15. 650 530 7.950.00 530 7,950.00 In Poriand Cement Concrete SY 10.00 10 11 hankrun Gravel TON 3.00 1.oDo 1928 5,484.00 1928 5,484.00 12 Slope Rocking CY 20.00 1,5o0 1418.9 28,378.00 1 1418.5 28.378.00 11 Redding (Type II) IF 1.00 300 435 1,305.00 435 1.305.00 I/. Redding (Type I1I) LF 0.50 5,IC0 4418 2.459.00 4918 2,459.00 15 Scour Protection Rock Li' 11.60 1,800 1430 '0,018.00 1430 18,018.00 12" Sewer Pipe LF 30.00 .Ott 329 9,870.00 329 9.mo.00 8" Sewer LF 30.00 307 154 4,620.00 154 4,620.00 IIA Overflow Structure LS 2.SD0.D0 1 100' 2,50).00 IOOX 2,500.00 178 interceptor Cut in I.S 1,000.00 I 10u 1.000.00 1001 1.000.00 18 M.N. No. 3 Ls 1,250.00 1 11)0- 1,250.00 100% 1,250.00 19 N.N. Type 1-48" FA 1. lo.00 4 6 6,000.00 6 6,000.00 Io Existing M.N. Depth vF 190.00 22 11.1 1,130.00 13.1 1,330.00 1 8" Drop Connet tton yt 70.00 10 P.1 567.00 8.1 567.DO 72 12" Curv. Sewer Pipe 1.5 14.2O 5,1On 4998 70,829.60 4988 70,829.60 15A 12" Cteanout FA 2,uOO.00 IS 12 24.000.00 12 24,000.00 8" Cleanout 875. 3 3 2,625.00 3 2,625.00 12" CLeanoat Apron FA 478.UO II 8 3:824.00 8 3,824.00 15 Service Tees rA 350.00 9 10 3,500.00 i 10 3.500.00 6 6" or 8" Serv. Laterals LF 50.00 350 491 14.550.00 491 24,550.0' 7 Television Monitort,.g LF 0.20 5,100 4988 997.6C 4988 997.0`;; 8 Spawning Gravel TON 15.00 11000 925 13875.0 I 925 13,875.00i 9 Cnhtons CY 100.00 450 373 37:300.00 I 373 37,300.00 0) Subdrafn LF 6.00 1.000 1675 11,250.00 1875 17,250.00 it 10" Horizontal Well Po Irt FA Ion.00 40 n 400.00 4 400,00 32 11,wizontal well Point Extension LF 2.00 wo 25 50.00 25 50.00 Is 12" Culvert LF 40.00 300 260 10,400.00 260 10.400.00 34 Bridge Structure EA 4.000.00 2 3 1 000.00 3 12,000.00 15 Bridge Extra Span LF 100.00 20 i 46A 4' Chain Link Fence EA 1,000.00 2 368 Chain Link Fence LS 5.000.00 1 17 spring Read Drain FA 400.00 6 2 800.00 2 800.OG 38 4' WHIM Starts EA 1.15 IO,J00 600 690.00 600 690.(►! i 19 Flnlshfng and Cleanup LF 2.001 5,400 5471 10,942.00 5471 10,942.00 Change orders M1 100-. 1,231.54 100% 1,231.54 Change Order ►2 ( 100, 15,856.72 100% 15,856.71 Change Order 03 100% 33,533.03 1002 33.533.03 Change Order 04 100% £.297.r2 100% 8,297.62 Change Order N5 100% 1C,748.76 100% 10.748.76 • c) Subtotal 515,79^.G6 52,579.41 %8,379.n7 I 6) Retainage: 51 x (a) 75.iP9.98 7,618.97 18.41 P.n' c) Earnings Payable this Estimate- (a) - (b) 490,009.68 49.950.44 539.%0.12 d) Sales Tax: 8.IZ * x (a) 41 ,779.77 4,258.93 46.038.70 e) Amount due this estimate (c) A (d 531,789.45 54,209.37 585,998.82 GRAND TOTAL (a) a (d) 557,579.43 56,838.34 614,417.77 i �r�7 SPEED LETTER DATE:_ PROJECT: ----_ SUBJECT: A'AC t N lb Fo aeA IeL.,h "[,AC c.i S qne A. L. ALIA CANY IN VKE GENERAL CONTRACTORS 9215 EIVPiRE WAY SOUTH INVOICE NO :;: 1963 SEATTEE, WASHINGTON 9814 (206) 722'4900 Matt DATE March 26, 1986 SW w SNIPPED TO City of Renton 200 Mill Ave 5 Emergency work E 7th t Harrington Renton, MA 98055 ,. V QUANTITY-- DESCRIPTION PRICE 4k&%0jJNT Billing per attached detail S 12,786.79 0,1;;, sales tax 1,035.73 Total due this invoice $ 13.822.52 it fiutx/.ru;.e/ !4/atc �' 7+M ✓ nliMar...y.er Y f,. .t. optics dt a Y d Y V 06 J Inwt cr , Jh eA.+ti 8 d Y .J uit (•ay3Z 1r t 54Y2r 1F 2"J (e i t 34 W"Bf4MM, Vh•a w Y y to Iid 407 dd 01 11 2/ 37ov3 rt`' 2,N 3z zs y a 21 LMra,ri .b� /1l]t. 7 aaw C ✓e Ir.a p r..r•.r I 7071 aAO r•o� 01,3}=" .=fw %ri.. 'r]✓ Y d ) f a 33 SY a46_tir yJ's 1 V e w Tµ,.<.. //1r=.wv lir•t.-.r.., i. Y �' /d. 72� 2sJP AI,=~ /3 9J 4J i�waa .tr It 37'e G,oaoo Tina: �„y t IM1/tua. 'fdurb - '/ y :21' 9Jw SaYSiLS" /rli]ax.{ C'wa M.v r3t 7t St h /Jtm 4tjr self s39rr /i ' Re RdM•YLA 3 3 7sr,6 3.N L ,J rataaa CwR+N + / /J�(w /+.t. :,Lr Srr G idu bps !✓]I�NiN,a `«a y /lyC,' V�+�T /ay a64 aA, 1a 93/ '19Sd o•wc. _._.T;tea.•.w .fl..r ;4V's' r /S.L :.M MS/ N9y y• f .�l 7 +lR i9a t�rralV�tiYa 0*ALIA,INC. R.L.ALA CC. 9711 lmpgm war So .saanla w..ael la Forearm's ntitv unit1 1 !ail»s s —�� BID ITEMS Project Workeatn's Name Nours Amount -- IT Total Income -- t ri Is• !id Items: C Oiler. Standby ospeny Eau_pment Hours Hours COMMENTS: bor kENTAI EQUIPMENT Emu i Rnnt Materials - -- Overhead Profit or Loss A.ALIA,INC. R.L.AUA COP 9211 e.nan.way SD .Semla wa go is n i ni iorenvn's Signature CL !10 ITEMS Project ----- Oat=1I- a+ Workmen's Now Hours Aequnt I Total Income Materials; �lf Bid Itw• Ar � ti ��. j�"-"•i i i Oper. Standky Company_Equipment Mou rs Mou rs OtYI TS• SA _TV"Ja, . l_ 5f Q o��c..,t - <•_�� Ono 1E��My-!1•t�1 1� shor AEMTAI EQUIPMENT Eou 1pment ♦AFL 4c1.LQ �_^ Materials 1j2�ati� 74� �. Overhead Y 1 4 Profit or loss A ALA►,IM .GIs Dagw.w.• S" 1— •� y -, C y J N A sle S � N sn's Signature I� O t sD v V f i DID ject O r f J S _ Vl ...It's N.In Hours Aslsunt 10t8l IncOm L c Did Items: LPAurl t?I At_ Pr Oh('rrr3 — — 111LTL E — _____. . a a.. i C -- — . , L.,•n Oiler. Standby pony Equipment Hours Hours C"ENTS, k DIc' �<w�oVa� Ja Ase r LA4.11 i +G 1. t Pd..el: UA � > Mt� G el.[iwT. .�41 S ]IG�I� OIr�I,tJr Iti,.r •w.y — -- s 2r•,i }- yfgkor YC EqUIPMENT Enuipwant _ me 2rials tr _ Overhoad ►rofit or loss INVOICE waoKe w COAL CREEK 78815 DEVELOPMENT CORP. 9 SOBTtl MASS STREET.PIER 35 Date � —Q�/ Q _ SLATTLE WA"INGTON 96134 t2061622 t]Ou Jobe 0 P.O. e L D ' PLACE OF ORIGIN o O' 3SS/ IPE.tiTdN� For Disposal Service at the C.C.D.C. Landfill Rehabilitation Project • Yards Code Description Price7;7*--u7nt A irekce&mc- c/.00DO A m°nth!1 statement wm be FI edimps by the 251h ere due by the 10th of the ITEMS NOT ACCEPTED.LIOUID WASTES OR HAZARDOUS MATERIALS OF ANY KIND! Iohowing month ALL DAMAGES INCURRED BY THESE MATERIALS WILL BE CUSTOMER'S LIABILITY. Finanp Charge;I By°, by,month charge0 NOTICE.FACILITIES USED AT CUSTOMER'S RISK. on oast°ue balance over 30 days wuh a ORIGINAL mmimem charge.1 f100 INVOICE \ MUPCF MO COAL CREEK 78755 DEVELOPMENT CORP. 9 SOUTH MA55 STREET PIES JS Data —�_-6! �4 a SE\TTLE.WASMINGTON 991.}\ (• y N/ a s t706i 821 1100 O Job p / /r l D P.O. M T d-39Fj PLACE OF ORIGIN For Disposal Service at tDe ell all C. landfill 1 -- —� •Yards Code AehabiNtation Project / 0 DsscN lion price Amount CO*CAOS Z '�/•v0 /O.00 A monthly EtatGtnent w'i tR Bn m ---- -- —_L. _ Dy the 751n ale due by the tDSA 91n1 r 9a IOUowvy mamn o the ITEMS NOT ACCEPTED LIQUID WASTES OR HAZARDOUS MATERIALS OF ANY ALL DAMAGES INCURRED BY THESE MATERIALS WILL BE CUSTOMER' HIND'o nMt lq+.o pea moem cna ES USED AT CUSTOMER'S RIS1c. S LIABILITY on part dueCaW ante over]D days witn� NOTICE-FACIIITI minimum cna.pe of St DO ORIGINAL fl LAKESIDE SAND & GRAVEL COMPANY, INC. DA*E »Vo eE Ta. VOSTOFFICEBOX967 ISSA0UAH,WA9E0:7 7455W 1 057373 I - , g E H 0 0 . • T O i DffwwwTIO» 1 ip�7i L M10E .EII A»OY»i I I 1 1 1 EAmMCA(rE(CPntNMMgFM(((wnn ELAl TE1TAL 4L[E TAX F11E�OHT F NEVOICI TOTA EF('EM. YM(HMMN.ft(I(HYAMMUAI FEECEMTAEC 4TE/1EA M/A4 I RFMITTANCE COPY-PLEASE RETURN WITH PAYMENT INTERSTATE HEAVY HAULING INC. ►.o 1101 M636 ►ernma,Onp017220 2563M Trod No T,00v N0. 3-Y-9f 90I54 Daa FREIGHT BILL WO Snlppp Al!• 351st ► Bwy 99 redarol Va}, Nut SnWOrf Nc • Conf,gnee Saps WE 7th a Parr Scgton Penton, Nast wp +0 A:la Conat 9.45 Kid Nay S Seattle, wash + 1' 9exiu Wcrgl,e�of A,ncb Las fNe nla� T a111:0.„ Hwy aibb Wwgl !Gn t1'n� i 2C4 xmato� back`o i9 39e -- a ' as 9C0 - 3 hro 9 74.34 9v.felt ' •i1.25 254.28 ShIPPet Mro,rea lM.0ow rnynl,n atw.b+i p0a pan _ ._. _ ►Ar • po d o,�.= aol.W..1ul ollM pop.ry,l Mnay fanUall! Dab f _ AMOUNT bl 91 ppr m b nw upM�y B _Pr ►MPAYABLE 7 DAYS AFTER PRESENTATION RETURN ONE COPY WITH PAYMENT ' 411.R.ALIAt INC. R.L.RM R. %IS EmDor We,S. -Y.nw.Yq.Nt1A For~$ fi�ryWry _. Quantityi cA ►ro)sct BID ITEItS _ L i1orM"'�" E Names Hours Aswnt Total Income ri 1 lid I 1) P ----------------- Oper. standby ompsnv Equipment Hours Hours Y aw�tlTs: Q w G cti�.•ar - ENTAL EQUIPMENT bor Enui oment Materials OvsrMsd Profit or Loss 1 LAKESIDE SAND & GRAVEL COMPANY, INC. POST OFFICE BOA 967 ISSAOUAH,WA3WZ7 74656W C57 *0-1. I x V N O I C T • T 0 O T 0 OESCNITtION �� • TNICf TEN AMWNT 1 i I i • I SNwa cWPMlNile+rlEMN:[wNY WNTOTAC MIEf TAX— i11f10Hi INVOKx TOTAL MlI FlN. RYIIO iNNEE N+NEEM III NVM. TENCENTUE NA)E M I!%w w - �-PEMITTANCE COPY-PLEASE AETURN WITH PAYMENT tNE mEcwnlnww ei tM tan. IN�01 L'E COAL CREEK 7891*5 DEVELOPMENT CORP. 9 SOUTH MASS STREET PIER 05 Date oft(*_ SEATTLE.WASHINGTON Pst.v S IZDEI 6ZZ 17M Job N o P.O. M T Q ?��/ PLACE OF ORIGIN G J E:L—A� • For Disposal Service at the C.C.O.C. Landfill Rehabilitation Project Yards Code Description Price Amount /z) CO 1rG/tE'TE 1 pd A monthly abNmenl a De 9en1 adnnpe Ify Inc$th are due Dy the 101"of the ITEMS NOT ACCEPTED.LIQUID WASTES OR HAZARDOUS MATERIALS OF AN, foitowmp month ALL DAMAGES INCURRED BY THE SE MATERIALS WILL BE CUSTOMERS LIABILITY FYMApa 1"+'. pr monln cnA.ped NOTICE FACILITIES USED AT CUSTOMERS RIStc on past dueue bal Ealanoe 0C b Wye wlln a ORIGINAL minlmum cnMpa of$i1 a'. �.R.ALIA,INC. R.L.ALIA C� 9215 limpra W„ So . Seum W, 981 Is EOreman't Siynatu re : '--'--- QumntiIX unit p,i sL 810 ITEMS Project ----- - DALILL br4nien's Nesta Hours Ascunt Total Intone R ri h• i A< L rx Oper. Standbv o!pany Eduipnent hours Mou rs OMMENTS: 3 k — 1" 1Nn /o. '1 / TV.,, Alin w�l r 4.r r tNTAL E labor EQUIPMENT .w� tt Enui meet -- terlals Overhead - Profit or Loss I" V O K E NO NNHONAL WALL '"ING COaus !DRILLINGCf� CONCRETE CUTTING INC. :9GRGIaouW fnEuwe! lNa nNo DEMOLITION •trrro Z24'G"STREET,S.W AUBURN,WASHINGTON 98007 9127 ! '2061 762 2188 INVOICE No. _— 1 12081$54 2171 Sat! fo RL Alta jy.NE 7tk " Harrington 9215 Empire Way 5 Renton Seattle We 98118 ,VN Los OSOfe NO L:1 Arco rUMa NvOICE OA-E OWOe 40ar} '22-4i0J reg net JO days 7-14-86 1+379 o•'f Ill" PAY FROM IMIS INVOICE "NI' "°cf •E' .a•cf i i i Slab Saving I -5-86 172 if X 7" ac 8 if X 4" cant Mtn Job $150.00 • I -NOTE. lnv"*dve on or beforE nark vout TOTAL $150.00 AWtomaLC hen Had 90 Caya from Work Cat?C unoa,cL e»s Errµ.w.y s. •s..rm. w. sells Mn' In a SlyMtu re _._-. — gyAnt i ty UnLLIJi t BID ITEMS act _ mm+'a male mou rs A p nt Total Incow c� materials: lid 1 A f'1 p T A H S a _ Sc ..c' z Oiler. (Standby my Equipment Ha rs mours COKMENTS- r mal ce 4.. p q I r bor E EQUIMEmT _ Enu; menu - - materials ----- Overhead Profit or Loaf R. L. ALIA COPANY i II\ WE HCTORS Si; h i> :;'(N�98118 INVOICE NO. ti; 1964 12Co) :0 INVOICE DATE March 26, 1986 ihlPPEO% City of Renton 200 Mill Ave S Emergency work (d 7th i Ferndale Renton, WA 98055 r Billing per detail attached $ 24,746.24 8.1% sales tax 2,004.45 Total due this invoice 5 26,750.69 Mlal��►Ap. taFxGtw� G(,L,.er C� )Ti/ / rra.,taPr-� /9PRcr/ LrX. /PK >+ /77AecN /d /Y.Pti MAYcN v wd rr=° /.sa./6 - 7. Brngns OMnyx P Y X Z`{':r1 6uv,SZ 7 A;y ft /7Mr.w.rlc 7. „/.,+. P.A2rrc �!f) l•/ i 1{ :,H sz2 9(, + 7. C'PPw T/u[C. Qw✓M. q -a P l�f.N, Islr� _ /tbc 3. et L. FA lucl Drat L 3 :v 71D(. 4. Omvvt if p,r. ha P P X *' a' iyo , 1.-" B7//,o t�*<• X N /6 /t / SSOVy 72+'S.ty ' °N ys.,v; f 8,T3d.S7 Ke.nA+Ju low 8 8 Y F 52 SL% f 7.9Po A7 CAT YrO L...<A- d P d' 14, S'd-, CA3( -/ fAp^x Y Y d d d 3. 3- /.16a Jss / Tn.. C.t✓ Y Y Y -w 279.. /Y7n.'C Q..,na 7AtrK C�3 .� a 2 wy Jd,.r 8e TPn,<w A. Y a y z /o'- 2.eoo -raeo /N--" 1/ 12 1-17IS- IV" 16a.11 1/ /1` 3aG Ke /mac Ew,awr..s TIw•rw. 1 y 9591,13 ✓M1� 11rl 2.1e rsn Nned -/Aaw li.r +.N 11M 5=' 1,120 2M /S! S.am Teti )e•r 1.A S �Sq .sa �.S:w 'fp Zvo C'• m" �T 3rl k: 71oo N1 7- /Jivf ['rnJ.a Pat !rf`. �n91 Y� 6fo7 i 1.Ji iru lay P, .f SZiaJ � /Pf/O-JL OP.TI rSA ow ,0,00 Lrr 39V1 _.`y f qsn /P / es7. .d L77403 -y, 1 r P / Z L.. 7,l, 2oav VS All,no•✓ �.R.ALM INC. R.L.ALIA 921S s^Wq Way$a .s..m. W. Mtt Ferttittsn's i.ynetrro 2UMiAX Uniti ►reject DID ITEMS brkmettta Name Hours Ass"t Total Inconn IYa P,pe 1 [tNL 92 .. 5�d cu.c -------- �u ---. 9 TC c.4 — c — Oyer. Standby °oysny EOuiyMnt Hours Nmrs O TS• ti t �w�<�e SaT p < T L 2e ENTAL EqU IMIENT r Equipt r is c overhead V T Pro/it or Loss IPIUICE COAL CREEK 79842 DEVELOPMENT CORP. �/ /V SOUTH MASS STREET PrER 35 Date -Z,js� .. n I SEATTLE.WASHIt4GTON 9813a 12%62217W O »..i i f� Joe r ---. L P.O. N—--- —.. For Disposal Service at the C.C.D.C. Lendflll Yards Aepiiitatbn P,coct Co" de • Deecrietion Price Amount �— I w- Lid I /0.00 A monthly statement weI De sent by the 2511,are see by the loin fMlowmy rrgn,h at m• ITEMS NOT ACCEPTED:LIOUIO WASTER OR HAZARDOUS —J All DAMAGES MATERIALS OF ANY KINDI FManO•CM INCURRED By THESE MATERIALS WILL BE CUSTOMER'S LIABILITY vn P•St due pA1NCl tOv�1'Ath Char"a NOTICE FACILITIES USED AT CUSTOMER'S RISh mmrmum ara wrm change Of El OD L MGM IL 111 Concrete Construction, Inc. 15141 - 169th Avenue h L (c Kent. w"hinpior.98042 Perk E/soe Bill t-clumil 6)1.7%2 9S9-SSIO BILLED 10; H.L. Alia BILLING 0ATE1 306 $1TLt 7th A Harrington Renton REFERENCE NO. i PERIUDI 44rch 1986 OE SC RIP T IUN QUANTITY QUANTITY AMOUNT AMOUNT TOTAL THIS BILL 10 DATE THIS BILL TO DATE DUE Ldbur 4 men to 4 Hrs. $ 443.00 $ 44).OU I I on 4 Hrs. L U0 42.00 2 ion 4 Hrs. M $9.20 36.80 36.80 Forms 105.00 105.00 Concrete 15.5 Yd . (Includes tax) 696.00 696.00 $ 1r322.8O 20% 264.56 rT-,5 d T.-7- LAKESIDE SAND A GRAVEL COMPANY, INC. an wm—c—im POST OFFICE BOX 967 ISSAQUAH,MA BE027 7465W i � H O I 1 T C F E E T D •O O lo DFS RWTJOh 1 MIC: FEII AMOUNT i bolo lw'N N I`n t,Fn EUE♦OTAL MLEE TAX FREIGHT INVOICE TOTAL N11Ew EWW NWNNwTE.r1 NENXYEI FFECEXUCE 1411E H 181 REMITTANCE COPY-PLEASE RETURN W11H PAYMENT 2%d«aIm a wa oT the 101n ... .. S -S TO N IE W AY . RCNTON Asa I.O BOk 101 • MENTON.NASA 98057 • 226100C N P L ALIA INVOICE soLC TO 9215 EMPIRE NAY SO 026801 0 SEATTLE NA 96118 B \v0.ft NJ D•ll T C DELIVEREDTO CALL w • y' 0591 03 061 86 A 714: J(VfT TONS PEA GRAVEL 6 00 85'. 56 � 1 I • I STONEWAV CONCRETE IN(Peas, Rpp.E�e7 1 To » R p TAX BOX$09 F-- RENTON,WASRir,:a�r,npf . TOTAL DU: es, se • �R.ALlA,INC. R.1.ALlA C� team. W..9U IB Foremen's Signature j Iroject BID ITEMS T_ Iort+enrs Maw Nours Mount L YcL Tctel Intaw uF.a t rial T:1 �.�•.• Bid Item T Over. Standby _ onWany Equipment Nours Mass COMMENTS: s C/�IT`A .ST_[G � tSStiey� tNTAL E IPoIEMT bor -- t I �, Enui went Natari�Is overhead ... "_ Profit or Loss INVOICE eNeC{aO COAL CMIK 80041 DEVELOP~CORP. 9 SOUTM MASS STREET.PIER 35 Data ,y._r_J_ �EATTLE.WASHINGTON 96'34 s / 14Z,,c 12061622INX job a O L P.O. a s — T / PLACE OF OIeO1N a For Disposal Somice at the C.C.D.C. Landfill Rehabilitation Project Yards Coda Daseri tion Price Amamt coIvc,,e&-rE /e 00 O.pO A moninfy elat<ment wtl:(le Son, e,,,nS --- —�� by Inc 25th We due by Inc 101n of Itn, ITEMS NOT ACCERTEL LIQUID WASTES OR HAZARDOUS MATERIALS OF ANY KIND' Ipnww'n4 rn,'th ALL DAMAGES INCURRED BY TMESE MATERIALS WILL BE CUSTOMER'S LIABILITY Firu Ace CRMp:t'•;°v per mpntn cnerppp NOTICE FACILITIES USED AT CUSTOMER'S RISK. On My dee W&,ce over 30 days wqn a ORIGINAL i minlmum Cnarpa Of$100 RIIId(E b COAL CREEK 50011 DEVELOPMENT CORP. 9 SOUTH MASS STREET.PIER DS Dole _Z •1�,�_.. /� SEATTLE WASHINGTON tatu - a t• J• ��/a/4 I2061 en trpo Job N L L -- O P.O. T O Q— ) O�/ PLACE OF ORIGIN—_- Xf F ar DEspaaat SarWca at 1M C.C.D.C_ Landfill Rehabilitation Project • ov YE da Daacri tEon /D Price Amount r1 hon /p0 /O.Od A m tMY Cy'me ZS`n Ire 0w or tM tpn 01 Iolow-nq ine ITEMS NOT ACJEPTED OUID 1, *ES OR HAZARDOUS MATERIALS OF ANY RIND' mpntn LIALL DAMAGES IN CURBED By TNFSE MATERIALS WILL ER CUSTOMER'S LIABILITY. EMIRIIO b6l ty""Pero RN,<h NOTICE FACILITIES on girt etia eM.nce over 7p RN,AIM ORIGINAL Es us[D AT CUSTOMERS RISA mimmom nvpl PI jt DD LAKESIDE SAND & GRAVEL COMPANY, INC. 000 OFFICE 9OX 967 ISSAOUAH,WA 9K27 746%60 M1 V c H _ 1 F F E n F F T T . CI T 0 _- OtlCR1FTION � ��[ _ R� AN011NT 1 • i I I I I irmcr oArrpMl'hkF orxm n reewms tU9-TOTAL SAL[[TAx F9EIOHt Il/VO1Cl TOT. Ftl•Ax FW "p,rrrw :%AMMWL FEIICEMTA6E RATE Y I[%Fr err REMITTANCE COPY-PLEASE RETURN WITH PAYMENT •«••• 7%diu nt 4 O[w by the Ian. LAKESIDE SAND &GRAVEL COMPAN"C. °"' r— vccl mo POST OFFICE E.X 997 • ISSAQUAH,INA 99027 • 7465990 L —� I 1 N N 0 0 P 1 v E � T T •O O pESCNIPTION w1� T MICE PER AMOUNT i 3vrX.cnnN el t'•'.N'�MMXM peeNm WB.TOTAE ULEI TAX PNEI6MT Nrv010E TOT Np au. FmmI,m,p."v" MINANNVAE PEECENTAU EATS M III%W"V PFMITTANCE COPY-PLEASE RETURN WITH PAYMENT 2%d,Kc M it Pwd Dy the 10th "HELPING BUILD THE REST...ANDEEVONG' 159-jC ST@W�!A•l YI!r%RADIO ADIO DISPATCHED ISPATCHED O RAHSWERING SERVICEPIONEERCONSTRK110N MATERIALS CO ,Xn Yae r}it9PuQ i15111lWLEMi i lti @t LP``E WY..•^m.b .. v+Vv{>{:OAw Yo•,ntW�Twi.Yw+�.WP.•1 M[wr• @Ft•n EPAII. •@P\ImF r�xr. .o•w r[n��r@If��I R@M@Y�@W rt••••�aanrt . .r.n m.. ...n. .. Mm +[.++Hrt..w ow<.rtr. [•slfvw en 4� Fa. • SooPs•e • SnINs•om • MPu.v lvw 901E..v.W Arww N.-* EIOSR sm.@MtHw1 UO2 G[PItl.oW Drnn RAW, P.O EA•SBl SNt11P Wurnlycon &."w Rw,Wp. YNIw HIw .ww'"10A READVMUE •EUILDHEO MATERIALS •EAND•GRAVEL •CRUSHED ROCK •FILL MATERIAL •TRUCK RAIL NARGE DELIVERY TO DATE - - - - PO NOi DELIVEREOTO F •. ACCT.NO INVOICE NO �Q TO. F�E� y PIONEER CONSTRUCTION M41 EF _ PC BOX C34210 • SEA^:E WASHING TON%I]< STANDBY • DISCOUNT ALLOWED IF PAID BY — 30 �.R.ALIA,INC. R.L.ALIA l 91I5 L.p..w.r S. •S..nl..W. en Ie n i i Foremen's Slynetura S: _T (, ,[ t BID ITEMS Project .h Iorkmen's Name Hours Mount • Total Income materials: �'�O id Items: F A t L Oiler, Standby ampeny Equipment Hours Hours WENTS_;__ �r M u�c t r bor VITAL EQUIPMENT Eoui ment /.�� - - Ne[erielt -- L'Iram_1Z S YJ v Overhead Profit or Loss ew: w COAL CREEK 80396 DEVELOPMENT CORP. 4 SO_'in MASS S'9EE' P-EA 36 S � / SEATTLE WASNINGTO,EEI}I De% .L. A lZ,, QDE.62t 17M L ----- D P.O. 0 O 3f./ ►LACE OF OO/RI—GGIIN�---,— Disposal Service at the C.C.D.C. Landfill Rehabilitation Project Yards Code I /O •-- WserMllon "'�'T�� t C"6diC/fb7� ---}—r Amounf � c% oL I rice i A cpRtRIY EWPmen2 WiR bE EMI 61i1m py MP 25m ne cue cv the +01n of Mc CI ITEMS Wllowin0 mnnm NOT ACCEPTED LIOUID WASTES OR HAZARDOUS MAT f ALL DAMAGES INCURRED 67 THESE MATERIALS WILL 6E CUSTOMERS LIALS Of LIIABILI KIND, NMI WA ueM t '°°pe 30 r mom,cbt, NOTICE FACILITIES USED AT "'"u"ch 9e p e$I W drys+rtn• CUSTOMERS RISR. ORIGINAL INTERSTATE h kvy HAULING INC. r.O.9a.t9b19 � a.Emr,uuo l5677a6 Truck No. TTpM�. Dew i-lh BE S,.p AI. All& a5t}, a Doca Taw aa, , --FREIGHT SILL NO ._ Cor,ary& same 331 a Uvy 99 red way . wane Sh P 'j No. CMv To gy Al is 9115 N:X Noy S Seattle, wa&n 98111 V�rcnwon Or-6,1 tWC M nI�' T Ru, MAW y 13G KO*Atsu back r'aw Nn, a+Ynr u r to en, � 39m 6:.Ss liC Ti.31 It i.3.C]Pr ca _ I 3' .. Pa .ea tM app.,,n.ynr n,pp,rmr exe w6. ru!,�&r rM `oaa, op.`nar Mapirrr�M.,nr,oennwy Do" AMO{Mr pw RETURN ONE COPY WITH --N H PAYMENT 4.A.AUA.INC. A.L.AUA N. 9215 11mr4we Wry So.•506M4.Wo."I I ForwM'• i1p�Wr� I 810 ITEMS ►reject ------- --.— ,L 0 A Cc dorluson,a NHso hours Mount 0P Total Incosta Materials: U41 It T�q(. Opor, Standoy w"nY E"iposnt Hours hp;rs OhhENTS: 13 �i\ •..'1.all Lb - r � ENTAI EQUIPMENT labor Epuipment Materials --`-- Ovsrboad Profit or Loss IN�C ' NNFIONA L rwC oYwwc u E CONCRETE CUTTING INC. aW"WIN, a aA[tfuA[OAgITING a[rnro 711'G'S7pEE7,SW o[rOLn YN AUBURN,WASHINGTON 90001 f�1 1 r� "'ur{ 1206) 7622188 1 2 1206 J'65a2171 INVOICE No � BdNs Id IL Ali, 9215 Empire Yay S / Job 7th a Barrington Seattle We 98116 Renton CUSTOMI"E O"OI" NO ON"ArOA • Gary 722-4900 re"rs wv0,t{ CIA" Chad net 3o days Aoa Ao j DATt 3-19-86 14572 PLEASE MY FROM THIS INVOICE rtr MUI UNu Mq{ Slab Saring J-I]-86 68 if If 2" at 9 185 if x f.40 . ac a� S.60 $ 27.2o 26 It x I pcc 6 $1.60 11100 41:60 Total due: $179.80 I • .-NOTE Inro¢e due 0�or before 4-14-80 TNanA YGu' TOTAL SI)9.8o Automatic hon filed 90 days from Work dalE if unpaid wE CO NOT ASSUME AESpONSre41TT e0A CONDUIT aVAGE CAUSED BY CUTTING !U"lEO plot VOIDS. WOOD. ANO STEEL BEAMS LIt. 223.01 NA- TI- �.R.AUA,INC. R.L.AU" 4 VY 131.epv.W.y sa..l.ml. W..sc ►Oreasan's f101'IStYfa Inc ne: -- nty Lin i t prI _P�Qress . • 7-4 NIO ITEMS -- Project Oorkn '$ Maass Hours a we[ 1 Total Imam Materials; —_L— BiJ Items: Oper. Standby -- oe.pany Equipeiant Mourn Hours COMMENTSL ENTAIL EQU IPMEMT labor Enui ment _ -- Matrriels Overhead Profit oc loss LAKESIDE SAND &GRAVEL COMPANY, INC. POST OFFICE BO%967 ISSAOUAII W A SW27 7A6566G w v E O N I C � T b o T a OEEC1111TMJN '1C MICE Pan AAIOUN'—� I 1 1 OIrtp�011'41 YLES TA% FREIGHT NIVON:l TOTAL w d.. FmuKTeM.M NurvWn14 ANNNAI FERCENTAEE RATE M11%W pv REMITTANCE COPY-PLEASE RETURN WITH PAY 'ENT •'•"• Ts dwoum If Nne III roe TOre DELIVERY 6 MCA UP PACIFIC 110628 °AT TOPSOILS, INC. 3Jl 10037 270 Tw 14002 35m AY S l 1E04M11.VIA 1R0/I EB4 JI01 1106E lift N M.E. K.%mnt SIX SROSS 12&6712 numen&[[BUNT 1 S22.7180 W D./IUUM YJff YOIMs 06ECQW7p coon w=— .MUIMI TOPSOIL 2.i � -- _ •p —" 7 ` ab r6anrfol" ;,Il) - COMPOST SANDiiRAVEL -- w — RAILROAD TEES -- - -- SOD — 10 DitumR TG__ Slur Ili nil t TOTAL Amu" ,Ll�j� m 1 Y(,. 98 TAX cllr j 1p 96 PALLET I �^ DEPOSIT JJ DECO.RV TV LMDELINOT 'IMfOR OAMACE OVERDUE ACCOUNTS RIII*HEEIIVE*v R PLIME I%% RF CNAROED INTEREST PERMORTM A.R.AUA,INC. R.L.ALIA�. 9215 imps.W.r s.. s..m. W.981Is FereeNn•s Siynetu re - n i i 610 Project Ort/sue, S[ O*r4gn's Neon Hours Amount Tote, Income #14 items: Oper. Standby o?mpeny Equipment Hours Hours ' COMMENTIL fat 1"D fn N 4 s a < --- -N��,d tNTAc EQUIPMENT Dor tnul ment wJ C ANA1� t oriels -- _ Overhead Profit or loss Concrete Construction, In-. IB 73141 - 169th Avenue SL IL, Kent. Weelnngtun 90047 Merit Lyme Bill L9ckrll 631-I.H3 919-5370 BILLED TOs I-.`. =•4-- ,I BILLING UATEt 3•r �-�t6 JOB SITES '�� Frc`-.eAT`�^Z REFERENCE NO. t PERIOD DESCRIPTION QUANTITY QUANTITY FAMOUNTAMOUNT TOTAL 1HIS BILL TO DATE IU DATE DUE �nME&A 4 ,4�va&t� _T" •-(pN S/Nsfv y.Zo —Tuw: 4,n Qf to.sc. . I u5.w Ipm� k l rc SC 2`t• ; 1c [ rz LZG Z`I 72C.Z11 I 4.R.LLIA INC. RAAAR. "IS MMie way Sc.faa11N.Ws.NI14 Fo.. .� o's Siytrturs n i i i LI Project D ITEMS II' r )ALA, T Iark"n's Now Hours Amount r � Total ImQm teriels• Bid ltam • T Doer. Standby anpeny Equipmpr hours Hours gt_MfNTS: S _ ENTAL E991PNERY bur fru ipmant ` — hater als Overhead Prof't or Loss Olcv k 497%4 - iiM t1/dN�[W N f n1♦r 7Mi Ml(N I yr 1y] am lATTI!I'.`0!1 C'W 4 FontwF.[.reo�,ttr�H,. {FFD M`T' NO PALL EFUND INSTAL;•WDINMEDIATELYW Ti:OJT II&C'FCE J Y.r.oY DA.XY FOR TWO WEEKS NO 6XCIPTIAN; �AIE Glf9Myr C QT rF (WCEP NO 1M5 DESCFLPTION SO FT NSTANI LAWN AK40UNT f vT.•Yr.4.QW5 40GM•AE N0.s ' �.'[ 5 M:tF rS �� rFq `lMFviC«\\lMr� InF`�aINFDi �_ ii cp Can•TY+[ Wei�re p•.wa br a�eb T16.�'.v. aoa.enit r��n•� arw.w eea BOO°•••ram acaww.a w• Me'OT • �SUoe a Mwv1 b• m w rl M'qr.My dY.F , . �ao.O+N rirwtar mces�Jn ��e��p 4v,'.'��bw t�•[-Wa I T�i RECEIVED AS SPECW ED a _TOTAL i • ♦NaNr rou 4.R.AUA,INC. R.L.ALIA M 9115 Am mm Way So foam. W. ea 11s fore"o's Signature — _- Progress- 010 ITEMS Project L� Iorkman's Name Moue Amount S Total Imam S [ ri•Is' id —s: -�a Oper. Standby _. ompany Eauip•mnt Mou rs Hours - „y COMENTS, l , D0' ENTAL E NIPMENT Enui ment O S s.IT e Nr C ,� Tww w - - — Milteriels Overhead Profit or Loss Parker,Smith&F-A.Inc. r, Match 21, 1986 � City of Renton 200 Mill Avenue S. F' R 2 5 19% Renton, Washington 9BO55 Re: Builder's Risk Policy Atlas Assurance Company of America 297269 For: Honey Creek Sewer Project Phase 11, R. L. Alia Company Gentlemen: This letter is to advise You that the above Builder's Risk Coverage will expire at 12:01AM Standard Time, March 24, 1986, and will not be extended past this time unless we are instructed to do so by the owner and/or contractor. If you should have any questions regarding this Builder's Risk coverage, please contact our office. Very truly yours, PARKER, SMITH & FE�E_K,, INC. Gregory?. Walsh /tg cc: R. L. Alia Company IL L US 646 vM="W"M * 1961 avawt Sri March ?0, t46 city of kentm 200 Mi 11 arc S Malay cragk Phase li + VA ` ; Merock Am to atom Bi cling par detalI attached S 10,704 J6 e j% saes tax U0" . Total due this ltnoica j Il,e y,41 i DURICATB INVOMI /cif Gz.PFF.r � C//34cX i�iM,/r4 I�F7o[f IAAReN 415 /9/G /o, /P.P& Q ` V is . Y 1 1 I • i 2sY96 7 nwru , 'ri.et Dr�r<io 4 / . y 9r+ �._ 3/Szy ,• 8fNlDr.r, OP<rrrea P 1 r 3SS 1o7yyt V� /Bw.wM (JPrtr,.t 8 � �' y 31 za9 �'o57G I irl'!A/M 7rua Ly i.aM Y 5 J ✓�r,�r, hRMyr4 +- 1 z,7 +'3 S9 f 21179,73 r Ao 2 IW y- i �97�u• ra eY *Ilk* A-W1We<<r�l�r y l /�,w y ri • K� ,r 3rS,00 /, ry M4. o., 1,y cs rF) Y Y . TLC fou.AeMrrr yPw,.e a r,r 2,o,w ii p, r o IS95, '�nAnu PC 2� y27t '� 8 r '• G952o '.< 3S Lwres d 4 8 34 370 r 7wrk 2 1 9= /gv� 3G.2b -.[ �d'O dAt<.ror / jJ ,? Z'f r S;v' _ /2��► 3 71ar Kn 4b.R.ALIA,INC. R.L.ALIA A 9215 imp,ta Way So..Seattle Wa.9a1 is -- n i tv foremen's Signature --- _ Unit p 0 c BID t7EMS P roj act ---.-- �1c� a:r c1 --.— D e• 3 PI aorkman's Nava Hours Amn nt Total Income JT rr — ° H [erials Bid Items• Oper. Standby ompany EQuip"nt Hours Hours labor tNTAE EQUIPMENT Enui mint -- -- - Overhead ►roflt or lose +Q.R.AIIA,INC. R.L.WAS. oils ln.Pin war so.•Saarrla.Wa.fll I Toreinan's Siyneten Quantity lo, —� c -Project B10 ITEMS 0 4orkirn'1 Nave Hours Awoun- 4 Tot-al Intone -- M4teriti5; C� , Bid_ Items: _ E a.. Oo..t t .r r o l_ ;:..:.. F L * Gawk, '/i I1 n`t F L Ll lal AL tt oaT. r To Or 0 14 ivt 0►er. Standby r' n"• k% '. --�,aMMIY IPeent Neon Hours COMMENTS. - r � L X ENTAL EqYIPMENT r Eau poent 5;L r 1 _ "--- overNe" Profit or loss 4%r R.ALIAr INC. R.1.A U N. e71$Ernpre Way So. Seattle We.eel Is Foremen's Signature Quantity i i �--- __ BID ITEMS /rojett — —. i rorAsen's Nees Hours Aequnt Total Imme t reels• Bid Items• ryTi__t." Oper. ISlendey _— in"ny Equipment Hours Hours O1W NTS: rn1, r... . ,e 2•u ` , PC „r Oor LNTAL EQUIPMENT EnUI men[ -- '_'_.. ---- — O�erheAd Profit or Loss 00.R.ALIA.INC. R.L.ALIAG. ells 4•-aus Way s...S.mi. W. rai la y Foramen's Slytyture Quantity 7. C.. C C ' % 910 ITEMS ►roject ---- Y D Workmen's Uses hours Amount Total Income Materials, _lid items: A 12 l q L Ope.. Standby ^oppeny Equipment Hours Hours COMMENTS: 1 — bor tNThl EQUIPMENT Enui nt - twills - -_— Overhead Profit or Eoss �.R.A!IA,INC. R.L.AUA�. 9215 Empn Wq So. .SlsnA Ws.9e11B iOfMean'e Sl — ocome --- n i Anit F j /tMtYfa BID ITEMS Project —___—i-- -- I 4OCKn 'e Maass hou rE Avwunt -- - _ Total Incomes Met riels,_;__ Bid It vX .Z A"T,; Oper. (Standby _ a'OonY Equipsent "ours 4ours OMMENTS: __ ENTAI EQUIPMENT labor Enui ment Materials Overhead PrvEi[ o- Los, �r` , �,f;�Yl -z-n7�" ,n�a ��Y�[-izy�7��' x • t un4u 9wouwB ununcr �2 cc1 A c [4niwH[Ni NiAL [ :o Ncw[.[ ewiNw Ica oirtpa.nc� OENERAL CONTRACTORS: 9719 EMPIRE WAY SOUTH SEATTLE.WASHINGTON 99116 ., 170Q 977-1900 � March 20, 1986 Hammond, Collier 6 Made 4010 Stone Way N Seattle, NA 98103 Re: Honey Creek Phase 11 Dear Fred, Please fir:d enclosed our billing for the work perfromed in reroce%ing Honey Creek Phase II from March 4, 1988 through March 10, 1986, The total of the billing for this period is $ 11.619.41 including sales tax. I talked to Bob 8ergstrum today and his desirr is to get this frown you as far in advance of April 1, 1986 as possible in order to finalize this project. As always, if you have any questions, please call. Thank you, 8 L Al is Company Gary J Panki ewicz, Accountant MR2k'86 n CONTRACTOR UCEn5E NUMBER RLALd"76SKP a1 R. L. ALIA CAY INAKG GENERAL CONTRACTORS 9215 EMPIRE VAV SOUTH INVOICE NO SEATTLE, WASHIW TON 98118 (ZU5) 722-4900 INVOICE OAT, March 20, 1986 SOLO TO SHIPPEL IU City of Renton 200 Mil! A,,e S Honey Creek Phase II Renton, MA 98055 Rerock due to storm Billing per detail attached $ 10,748.76 8.1`y sales tax 870.65 Total due this envoi-e $ 11,619,41 ,.4 1ateYc a h 5 � F a •i>s r .n j,�.j f 25Y96 7 �MH 'rivet GR�Yr{0 M / . Y 9h • ]y- 3/S29 ] BE Ia,<.. UPCA z4 Y VJ BM.Mi UInR+.4 8 � � Y 31 v s<�' do576 t rArrer" "li-va lal..k 8 Y sr /92,96 s J L.tlr,4, hftAlja. i 43 H•.•s_ p/rus i � Q p ,/ ra3 „sz/b f 7 y-+9 73 r JoR oN f Yee, A''A[a 4" 7;dw.(A)lei V / /%L <t /2 • 2t. / ;/Sa p r/ M*a C.ri Y P • 24, /'i /.a /7!,' :S9S 3v T /0.-0 r7, w / Z / 97y Ys Yz7S N'vnArtu ri 2w s� G952o � so a> / r TAw*a 2 7a41., Ir.—'. 2 2 sl vw� C.r;r bit'O .BiYear..r X d 2.j , xY /2oaoo ? IrB,to .-y / /77Ay�p•A� - � r 7 .•A'r Aft-ni k Ci.AR /0`K12 lzw /iefr 3ussT. 8"'/r j 1�Yd.sY 7i«/ A<•...z- S c.u.r BMR:` A so, f Y3t� ! S%9b r /5 s :o-IV$ o *R.AUAt INC. R.L.AUA R qls 1-4: Way Sw•S..ny Ws.91111 For Mryn's Signature — n i BID ITEMS Proj act --�_ IL p Io,k"n s N1re Noun Amount Total I ncor M�teri113: Bid Items'-- _ Opor. Standby o!VMy Equipagnt Mours Hours r OMM NTSf 'r�cL,� t 'Sr JO <4. .�.ri ENTAL EyU1PMEN' bor Enui inept --' ---- M1ter 11s _.---- — GrerAHG Profit pr Wss ' OC.R.ALIA,INC. R.1.AUAVJ. l,IS tmq..w., S. -S."w W. !tl It Omer I ey a. fortm.sn's Si Bnstur• --} �- BID ITEMS ►roj Kl __ D Workmen's Me" Hn1.rs Mount -- C' ^ •� ' Total I ncdsls r C [!r illS' C. , ,tt n Bid It T CLN r Li LTs 1c Ow. Standby :amp" EW IPsrnt Hours tours COMFUTS AA- { v: . . _ bor EMTAL EqUjpmEjIT ui nt ri Is ---- Ovorn.N Profit or Less Ou .F VAN 11555 NR09 9P NUP WAY.BELLEVUE,WA. ^OE Na 7 ,,oa uovuwu co , 561 IZpglgSy...1.7 .v BElIFIp AUDraBBT____,__... __rnv_ .c11.ODAT� a T A — �Fx vo r.YTliM4 FWOM Tq BI}E aDADS �QNB - V Fl.l� Oa ` � MIL'ADE BEG - lf�CYFaf: /e'•. OFF MWv ?Dt4 STARTED_ ED1,W IiME / Dgyrfq'B BIO_ _ FIfwBFEO ___DRIVEF TIME C4JTMCiOG1.6 S.G MIMAW.9 — U11IVAN BBB 17555 NOFTNUP WAY,BELLEVUE,WA.88004 0 1 C {.tnl:Ev..IM4 C0 Nl f 1m18'74 (M)O'AS77 w K�EYG�M (/ '✓ 1. CITv O T. TRK I.p _ AYTERi4 FRpM ' TO B126 1Oi06 rpuR6 ? W _ 0 F N J �uEl Uil MIiEnGE BEG ENDING —/T'� OE iyWY 'TOTGI BTf.RTEG _FGUIP TiMF ORiVFRB•A IQ_-..� VIN1640 ''ll OR1y4p TIIAE ` GpyTq,.CTORS BIG.1 ' RFM.R1(. •A iF,c iR, PUYALW^AA,T,,, Biit-Rite Fences BELLEVUE fSSw J_ hi xL-cM.3 303AST. S.W. AUBURN, WA 98002 o �y ne Il�V ®lytiy(� SOLD TO R.L.Alis 9215 Martin Luthrsn way Seattle,WA. 96116 • hr.c•uc wo[nw dwaeofe Yo - Wrz Gwa[+Fo fAlhYYv feA,Ij—�— Bike Allen Coapletion RY A1pY11 Reinstall fence at NE Harrington & yth NE,i%onton . PER BID 195.0 o ru resale BALANCE DUE 195.00 PLEASE PAY BALANCE DUE BY_ Larct-?2—TO AVOID A FINANCE CHARGE. � l \STANTIAWN, INC. �an 8 To t M+vom cr - • ,��.�� - 49848 mE�oEE MUM M+-arEa RPALLEFUIND EE•"+u Oew Ea.o... rDm-..vc uae�Ear•r". s.cTD NO INSTALL SUUJNlIA�rc'DIATELY WITHOUT INVOICE I j [EEP DAMr CUR 7WU WEEKS NO MCiPTIONJ 1 6r?E R4E1MM. GVF-ptEp yC, .OUANTRY�, CESCAPTIDty PN'CE AMD1:A- SO FT NSTANT I i aFEc+�vE awcodcr winerEwwEe e,uETs m4lETE —T---- WaxE:NxD,gEYJf1W.EE.1Mal Ri•n^4�, b4:11fRN.'EMEM1'fi Ngp.�C'DlLY Mm'e.�.. C+b••.-epw+ m�ceemrce a PNa em w mF nva.e awce De �'F'Y •' Mn^F Mclea Wt'.nn�u[M 4WM��NOrm •Nv�e 6 AR'O'4 rp»ennM Sf�.: <n.t�ve c*rgofr raY.+Mve9E M.M vF4 h+N-6 waiFe•..My CJrI b'Re WM9 9r'Y.CY r K Ov+en• ^Yn y. T.,' i ,ww+.e.en.-mevn Vm.nD<w.rettxmp nv Fp C�aF:..w.roan a�rm•rr w. TOTAL FECEIVED AS SGECs7EU i �.—.... —_.. TxI.MM YD�. �.R.AUA,INC. R.L.AUA v71s Empa.w.r So .S..nM W..9a11a I For~'s 1119"turd _ nit ftic& C 4,4 !'b ITEMS Project ----- -- u • r Q�ie�h�'l RL. rarllm,'s MOM hours AaMnt Total Imo,,, Materials; Bid Iteanf. Opor. Standby Company Equipment Hours Moors COMMENTS: .. L r J 'ENTAI EqUiPMENT labor Enu i nment Materials --- Overbaed i Profit or Eofs P.O BOX 682" _ SEATTLE.WASH."188 _ _ P.O BOX 68279 SEATTLE, WASH 96I08 PHONE 1206, 762 5210 PHONE 1206t 7625210 PLANT LOCAT 1115 SOUTH VAIN 113258 PLANT LOCATION ills SOUTH%TH 113251 ` SEA"LE. WASHING TON SEATTLE,WASHINGTON � ^ y c I —►c ►T _ _►T �j uEK f _ I fVSiOAEER (l � � 7� � f naM ND_ W1F ♦D M7 RfM NO. _D.Ar� uHr CEOCFnYV VN,:IM+Ct AMJVV! gIANl1�v W1OIYeN'pY LµI wbl( MgIA. , nm __ TONS MC COLD MIX _ TONS MC COLD MIX 'TONS STANDARD MIX I TONS STANDARD MIX 1 TONS SCHOOL MIX I TONS SCHOOL MIX -TONS TOPEKA MIX TONS TOPEKA MIX n TONS SHEET TCP MIX TONS SHEET TOP MIX 1 TONS STATE SPECIFILATiO N CLASS_ TONS STATE SPECIFICATION CLASS TONS ASPHALT ,IEATED BASE TONS ASPHALT TREATED BASE GALLOWS EMULSION TI GALLONS EMULSION GALLONS 85100 ASPHALT GALLONS 85 100 ASPHALT TONS CRUSHED ROCK TONS CRUSHED ROCK NO !Ri CEIYED @v TRUCK NO RECEIVED BY SALES i touL Toru EQl AD1 V51 Mf Nl M.t•N CIAw,S f(H ADIU5l Mf Ni MUST� ,' I+T MERf'Ra Wwf•w w'f LI R CwAN{C U �_ �A hrE65'Ra rpNb,w.p R Mf¢{^pa ACIOMEAMEG P 1M5 lKlFl I HfI Wf aCCWn`a yp•IC'ocat, h Nl aNwuM. .aANFO KY iw(IYIf' IAS7 W.E K10 15 W'to 1.1110'T NL'Avnv* CUSTOMER co" CUSTOMER COPY KEN1 FEDERAL WAY ' E 11009R0NS0NWA1 NORTI, `0211[ VAILL\MIWAY l]Op PwL'IYG RWT.SD RENTON WASH 9e999 FEN, WA9N L9p11 FEOERALWAY.NIYA F PHONE 2261410 PHONE 251 0150 PHONE 696-7767-952476e ?WAM 5WPN CON TO;. PA.BOX 818 • RENTON. WIFSH. RBD67 R 30849 B.L. AL16 CONSiROCT,LOM_CO_ _ _� Rer lerN rnoK .. I =1 .... Obein R•t.ReG. uA..m.9�. GIr1 9215 N.L. KING N6T S. ONics _ - PNONi YVi 4 SEATTLE. N6 98118 --- --- i0e MO OR LOC4TION ............ 722-4900 -..-_---_ -A.T. -. _ .uiiue n w s�ekiGiii RRweR•e trcenee Nwa• m•o�mFwas MINIMUM F HOURS DAY DATE GNARGE CHARGE { q I RET. HRK10 UNIT CT RCKF.NDISE PU EU OTY qSkG PRICE AMOUNT OuwSN OCHE TOTAL RENTAL REPAIR OR CLEANING DELIVERY PlER H EESORECESSAR LI RETPONSIBILITY FOR TRAILER XITCN ROOK- TOTAL MERCHANDISE NOR NECESSARY LIGHTS MERCHANDISE IOU ARE CHARGED FOR TIME EQUIPMENT ISIN YOUR POSSESSION. CMs9lxw Responsible For We TOTAL ESSOR LEASES TO LESSEE THE A6OVE CESr918ED PERSONAL All Tire Repairs. SALES TAx 'POPERTY UPON THE YS AND CONDITIONS SET FORTH ON INa o.aNSTWNI � ;7G AK PAGE 0 WREIKE SET F09T:1 OM THE REVERSE SIDE. A CNurirl0 Cher09 WNI Be MedE On Items Returned FUEL \ WARNING: FAILURE TO RETURN FIFES TED EQUIPMENT OR PROPERTY ASPER CONTRACT MAY RESULT IN A CRIMINAL PROSECUTION IN ACCORDANCE WITH STATE LAW RC1N9.e5.060. CUSTOMER COPY ON F9RST BILLING II COPY OF OUR RENTAL CONTRACT IS ATTACKED FOR REFERENCE • �f�V�OO B 6J mDU SUPFLV n � vennv CRNT KM REFERECA TR4i CUS I M vOOP UMBER NT RIEASE REEFRENLE Txb W5 T T �lh_ 7f. 4-. TOYER NUMBER MTN MYMENT WwURuin NUMBER OBUVERING CARRIER c.GD EGINT EREIGNT?ER�E AT �. S H P .. .. . i T O TONER NUMBER I DATk N�7�TE �N VO��E��T��1ERME 7sCCOUN�—ISA�E4M�N —TO i J�a6E1f Na W' YL.ri1N W airy h.:r. I11 I I I i vRM YRrceBRGxE Seu�aU A Cn D...w `.ARgxa It Accoum F • F Hgaleey CexpE o. �s RBw m Fue eT UP TO 7%PER MONTH LATE PAYMENT PENALTY ON PAST DUE AC--)UNTS REMITTANCE COPY 1 * 11 • . J.....ROUNO YTII tT,Ia ///�//(� [aYlew[NT RInTAI e � L, CC NCI[i[ RNVIMa ,,,�/�/ La C or,ipa►ui GENERAL CONTRACTORS ) 921% EMPIRE WAY BOUT" •"'— BLATTL[.WABNINOTON 99:Ia 40G1 722-4900 �- March 26, 1986 City of Renton 200 Kill Ave 5 Renton, WA 98055 Re: Emergency work P 7th 6 Ferndale, and 7th 6 Harrington Dear Bob, Please find enclosed our billings for the am rgency work done at the locations cited above. The amounts of the billings are: 7th 6 Ferndale S 26.750.69 7th 6 Harrington 13.822.52 Total 5 40,573.21 (Includes sales tax, As in the past, there were a number of Items for which there wes no charge. They include: 1) No hourly bodily insurance Prcmiem charge ( 51.75/Hr) 2) 5 da•,,s usage of 2001 of 8^ discha-ge -Ipe 3) 5 days usage of laser to facilitate above groud lontrol 4) 10 days usage of traffic cones and 4%4 signs 5) No standby charges for an/ equipment 6) 8 hours per day of supervision was not charged on 3/6. '/7 6 3/11 7) 8 hours for a tamper operator was not charged on 3/10. 1 hope this is getting to you in time to be processed by the April 1, meeting. As always, if you have any questions, please do not hesitate to call, Thanks again, R L A I i a Canpan• Cary J Pankiewict, Accountant P. S. Bob, the ctamlpn item% WwcN FRB 741F x"eTfWirt STj is✓t Sete' Brunt r.'W 7Ty I ta+waal� ..ya.r Ar.e....W ~IL Ti•e t.,✓J.oia.., CONTRACYOR 0 LICENSE NUMBER RL4AL 1• 2iaZXP • A ej�i7t HAMMONO. COLLIER Is WAOE — LIVINGSTONE ABSOCIATES. INC. CONSULTING ENGWEENS CONVERSATION RECORD []Phone []In Person Talked with Date: J .,fin_� /0. 30 Time: Of -� , O d'' tau6 Phone No. ❑I Placed Call OP&rty called T— SUMMARY OF CONVERSATION: ;1�Cu�c� .tc•l�.r� t{-a yacicri�7 � /.pn�yY L. �jGGltiGcf-s-li 4 IJL .f�-A�4� C ,p� Q �tf< ' i L�- I i � NSC r .1�� -w:-.A'� .E I „l'{J'{!'c�r . .K..�lti✓ L '4e.�.l-C . I{ �- 17 -t /f ACTION OR FOLLOW-UP: , c Routing: Si Return to for filing. 4� E� HAMMOND. COLLIER i WADE - LIVINGSTONE ASSOCIATES. INC. CON> TING ENGINEERS CONVERSATION RECORD ❑Phone Oln Person / Talked with �;; tZj Date, j:Z-A& Time `f 31114— Of Phone No. Re: Job No. Q 1 Placed Call QParty Called SUMVIRY OF CONVERSATION:,r� - � �E/-��',yLt 'c- L/x-rt.,lO < p.+fs•,..y sz _c. D ACTION OR FOLLOW-UP: Routing: Signed: ___ Return to for filing. MAIL M. WAGES PA �AAVIT os'µ INUCTRIA1. Sl4IISlI(IAN �� ov"" >e U 12h.n.ea of Iabw ha,„Ievq�� p E.1glave SusaLrds Dititfoa 64t'y.Cfj k ON PUBLIC WORKBICONTRACT GeGeneralAdn"W rstfaa 9@1Wft . (Ryalpia. WA "W 1 ; Fo 12AI 75UN19 t�tQh Contact Number S 296 ytp I �� Date Bid Was Due May 7. 1985 Contract Awarding Public Agenq Date Contract .Awarded May 20, 1985 _ Cicy of Renton Date Work Completed 3�S�cpL. Address . 200 Mi I 1 Ave S CountyKing Renton, MA 98055 In Which Work Performed -- _"— Prime Contractor R L Alia Company Telephone Number 235-2631 Was a Statement of Intent Fled For this project' Yu U No ❑ In compliance with RCW` 39.12.040 1, the undersigred, being a duly authorized representative of R L Alin Company 9215 M L King May South Seattle.NA 98118 ICar«q rtt0Y1WWa110 iabr�i do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechama employed by me upon the project described above and that no laborer, workman or meth•nic has been paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Dcpa:iment of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. PLEASE NOTE If apprentice%hate been employed on this project,pro.ide this additional inform tion:name, registration number and stage of progression. .n Roe of W. n, II«ni. t.uae lYeeno P.m UTILITIES CONTRACT Superintendent $ 21.00 $ 4.le Pipelayer 15.4+ 5 3.4. Laborer 11,96 3,45 Backhoe operator (680 or less) 16.425 e..18 Truck driver (5-12 CY) 17.49 = 3.66 N«. An..A Addnw�ui \Attu .. NrNea R L Alia C an _ r Subscribed and sworn to before me This day of Rlcha d L Ila, President ITMhi f`TA, _ �7�e'v _.. , 19 • uI Usr db I MnM rnnfy tMi.t%vd..a s'the twat n,o.+d fr.rge heweliu hee.n..wn _y(•_ _, �-. �-e_ w.M ar.n kol was rgmn.tw.of RC w 19.12.040 Mw ha.+samfwa Np.ry PaaAc w r r.r th.son u/wsulu ._indiry �+ waWyr,.v INDUSTRIAL STATISTICIAN DEPARTMENT OF LABOR AND INDUSFRIES INSTRUCTIONS: er ww MAR 2 01986 I. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub. contractors. 2. Complete this form in triplicate and have it notarised. 3. Submit all forms for approval to Employment Standards Division,Department of Labor and Industries,General Administration Building, Olympia, Washington 98504. 4. Mail an approved copy to the Contract Awarding Public Agency CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the &R CONTRACTORS,This is required by law and payments an not lawfully be made until such affidavits arc filed. u for 0ran. .wa. 0N41 .4w. =LY INSPy'Q1ON IIEPORr SKEET 01' tOICCT (rwh Sful(n�c DATE I I CUCNT r WEATHER 4 4yy„rtiy. IOR NO._�uS� LOCATION (Street-Smllon-Uthcr) �=F'�"'CONTRACTOR- ROAD ROAD (-1 I'ORI:MAN• SI:WI:Ii f9,/ LOUII'M L'N'1___ CREW WA'11a: BY- OTHER TRADE 'SAME IP NO CHANGE PROM PRLVIOUS DAY PROGRESS„CONVERSAl'IONS, PROULCMS, DISCREPANCIES, COM MCN7S, RCCOtIMCNDATION£ ETC. 'i_�� t MCNtniru �'y 'rn+Gi U L Artt L , �]eeSSi"13 o s 16w It S4}T• srelqtAs, s�j 7x n bu.-s s, U.- -{i,z Pt' t;V- U_ J--,A, IS'�' - "r q,zr IRA ' l mi" ✓J,.li. ,.1*-��','�' '�� _�' .. ST 1'lIU'I'Ui VN PI:YI:its, SIIY CC: CLII:N'I' CONTItAC'I'UN I'll L INSPI:CTUIt�-- ENCI: RCVIIAl HAMMOND COLLIER V4A" HAMMOND, COLLIER a'. WADE — LIVINGSTONE ASSOCIATES, INC. CONSULTING ENGINLtQS CONVERSATION RECORD ]Phone Din Person Talked with Dater Time: Z '.;:.� Of ��•'Y �`L..i 1' 1 t� .�I L. Phone No. �� -; Z-�t7 R^_ 0ob No. _ ❑I Placed Call QParty Celled SUhMJ1RY Of CONYERSATION:_ -i �.M�.ti� ,.�{��L7��L i 1 _�. � IlVV1iC51i _ LAG VJ � � IHI ..� {liCl✓y� � } IV�'fi 7� ACTION OR FOLLOW-UP: Routing: nL (; Signed: �tJ6 — Return to for filing. GEMI#L CONSTRUCIM COMPANY 300 PROD OM ow • uwW..t w. rClrL�a, sWA "" 4 M l{* kOR 1{I�4m rAL 4 -C1NI111E9 ROCN C�DEb-- —__ tAROE ROCK C00�EE8-----�---__. 0 Tx . 0i 1Kt• ,,Y�1y^ [%P•P s'•,!t" t. NM 't`2 MAN :!'.7 Wri '�t WkH M.ro ,7 Kr �� p coKc+ee�e eueKE —— - -- o* "7ADE fS L;toD x. t.wrov i l Tax ."""" ftft 'W°"_._-_ Aaxt WM 4hw^l NaMih YW tBw of ma�tElW_�MIM�tl �MMM W t Sh ow xwxN axpptl m oMt Cw�eaVO�. t WMptyp _ � .t " / . _... ...]. V WYEyM �IIO,MsNW pw .N•41 W MMu� ... ." ._,.. Iw 4+MAMa� kW.gp�MWx,yriiyfWq r-r t-r- +r rTT T-rr- 1—y- T wna -e a3tuo+0 .. wMVI tnac!§ W»ti7 Wmt;R tr.r3] v-aa �'4t at li;e .soea .t / _._._ _- -. 'M1YisI�U '••• Mtge» wri + W" 0�iw�+euw w.rww •.+I�ww�oux LTQQS •ANYA�moo Y GENt CONSTRUCTION COMPANY& Im"1! .woov"I va Mir lkvrn�a ° �aot a s.. Dreg 4474 MA 4 " �a --Msheo�coaa_ —_ ^ ��,� __ ___ s I*" m M• m,Y r n r-r s v , —MAW IAX ;....il..l., show nee f of i svL� �Jw a�n"wn Moww wwgne0 By �. r Dnwe CN (' DFF c do"fm " d raH ow"mr� 299F0 a 8- wee PW+U'�fIN MIrL C11Y�IIfO DOCK�006D.A_____. _ .y I MPX WtYfV CODER_ .—k Ff:I WW 1+:4 MIN 'Mlle �M lF �O�At IC11f1E LOADEOIk'!YFS L r, ^ l...L.._L.1._ il.ICoot ❑ '".Ir�wr Mee wr •w�rwr.rsr s"a"— ... .---_ .--._. wr ro /N w Ivmw.M iM_F �oDeWIM wows BY .._ _. f..., 40 V ON G OFF GRIOWL - 7. r aNr� 29952 Yaa r/.YiMIMInWy ►0 00.Him • •. PI y ymollM1AY1 is Oil- Rm oHQSB 00 Ibi Ni l --CRUSH 0IIm CCD!& 1,M"_ �i:W W 2W W r-1" AN LAB HOCK CC VA -- ---. if1 CB" ,y' 1 MAN �',2 MAN Q1 3 YAq �};1 MAN �alwo ■nr pmvsNete Mreu 101 OTHER ... . [ of.____ [' L0ADE(r4nYES coACE 1 1 .1 ._J_I WMc beM._..___-- ItlN �M�M Y MY11.1 0 1 Yr �d w Ot o MMM WaNMO !Y Tetitk Nn _ -1 1.� L ❑ON [7 Ofs RecO BY _ tiONifMI1N7f10N COMPANY01C 299` 7 - - sawwoftM"m 'aa0 mKye o Ba.ww bM d _ 2 4 —CMIifNW ItoCK coon--------.—. LAOU , 9i" H,kia` Ui Rbi' 9'T.!• Hla^.0 � A CODES tNAN um %8vm m4ION Mi aABID ►f► /1 OaNCRC1'E N IKU LOADED?,tjYQS "1 NO TAX V/a nNY laFyrW NMaaar►IYa sl `MNUW y8, a,1PNM Y,NAaoeoMN. I WdgM By Y F 1 yyy 7 imtw No L1. � MnON COfi 29908 WA 141144M GUVW4" -p a 8m 346M 21 mu E. Ift TAME NEW CAUSKED A$CK CODES --- ---- LARGE ROCK cOOn ww w1u. fCJzw- xr-r T,4--W. Ll-", MAN v 7 ,AN 3 MAN ;tj 4 MAN spirRUM o CONCRETE itumu LOADED'?J•ES No TN( CODE A-i -I---i- I w T,,,k MDrwN 'ON 5OFF .rnw•ara • f'lh aratq� lii.9trrt�0 tgOgi� P•4f, IYET ,.CWJGPEA ANA com--. - `._e. — IARK M COM28---_.,---. C15 K" L6 all• 16 M •.i.Z.j .,,l MAN 2 VAN :d 3 MM1 ;({DM 101OhiH'.. -.---- /• .......___ tOAOCWRfYES C-1RO to ►uMm ECM.__,......... ._...... ___ .. ,..._ �� +ww � w enuewrti nM� ievon__.... q ft cots, ow a MMt, trap MM M w.vU. 9we�r! w"Nod A COMPANYq:w 29959 OEN CONg?NOCR rift hm p= a 4 ......------ -. - -_ :b. t,kRE Nt �� _ RooKcm ,;.. cwjsmvbmw C' 1 al,t MIS S6 t'� J f.►UDSLE 101WE0' rf9 Ll P4 RUN ® _.- � � ,�. f ---- .. Or+w -R txm 4MIMt M 1 Nt�•niM�o1M�C°" ?MEOW----^' NK O ®Y -. r.�,MO ..'�F..•+l--Yam.... ...-_ • uNOL116POYND YTLLR1ta /// /l�//////��I��1 /////////]]] tOWew{MT Oe NtAL k / e //a/ CZNG%61I P.V,wO t (�7/� ✓/tvr`/ta ont�ari� GENERAL CONTRACTORS 921% tm Piac WAV SOOT. _ etATTL[.WASININOTON eel ly1 _ h 12061 e23-4900 March 6, 1986 C � Hammond, Collier 6 Made 4010 Stone Hay N Seattle, HA 90100 Re: Money Creek Phase II - Completion Dear Fred, Please find attached a copy of your -unch list for the abase cited project. As of March S, t986, these items have been taken care of. As per our conversation today, you have received our billing for work done on this project during February. Accordingly, please accept this letter as our formal request to initiate final pay release procedures which includes but is not limited to notifyine the Dept of Revenue for their audit. 1 am sending a copy of this letter to Bob Bergstrom as per your request. If there are any questions, please do not hesitate to call. Once again, it has been very enjoyable working with you and ym r associates. Thank you, B l Alio Company Gary J Pankiewicr, Office manager rl Bob Bergstrom, City of Renton CONTOACTONS L-CCNSC NUMetie aLAL41^262KP r • _,.C.. i ur . 1>.•�i w `I AP VoE O MAMMOND,COLLIER•WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS t�t41.'Wfi-.43 YEAR.(tf PROFf5510NAL Y W K F b10 STONE WAv MOAN w1IX r[ SEATLC WASHIN6TpN yl10)IOYD fONS'u lr ANTs SNx[LNNandA r[ TELEPHONE 13(X1432 2S rwlIXlF.c uAw r[ 1lOD MP77071WAtu o,.La ....... aert vnNicNn.[ M lf.m6rp.[ POb XZ"7 SOLI[.,MSSION 11RE[7 Du[D[W.w,rl• WE[UTCNEE.WASIIIMGTON 9!!OI M[rw[tx mMtirV..l4 7[ICPNONE A09i 662 163 February 24, 1986 Mr. Rick Alia R. L. Alia Company 9215 Empire Way South Seattle, Washington 98118 Re: Honey Creek Phase 11 Dear Rick: Bob Bergstrom is ready to close your Phase 11 ccntract out and complete any creek repair work on a separate account. The items I've mentioned to Jim Gillis that need to be completed in order for Bob to sign off the job are: 1) Flush the manholes in N.E. 17th Place and Union Avenue. 2) Clean the pipeline oI any gravel or sand that may have occurred. 3) Clean the 6' storage pipe and pump station wet well. 4) Remove and inspect manhole lids and frames, for trueness, replace or machine lids if necessary, install and tighten locking devices. Please make a formal letter request to initiate final pay release procedures and send same to Bob Bergstrom when the above items are completed. Sincerely, Frederick G. Kern, P.E. FGK:slk cc: Bob Bergstrom W13-107 OF RF • • PUBLIC WORKS DEPARTMENT InEGwN/Ui'�JTY ENGINEERING 0 235 2631 0 MUNICIPAL BUILDING 200MILL AVE SO. RENTON.WASR.9 b. P lrEO SEVTE 9r055� BARBARA Y. SHINPOCH MAYOR March 6, 1986 Fred Kern HCWL ENGINEERS 4010 Stone Way G Seattle WA 98103 Subject: Honey Creek Phase 11 Upper Canyon Rerock Dear Fred: As we discussed, please proceed with the rerock work +hru R.L. Alia Company via force account. The City will proceed with this work on a force ac, ,unt basis. Very truly yours, Robert E. Bergs'rom, P.E. Engineering Supervisor :jw cc: RL Alia HAMMOND,COLLIER&WADE--LIVINGSTONE ASSOCIATES,INC. CONSULTING ENGINEERS I W 3.1966- 43 YEARS OF eROEESSIONAL SERVICE 4070 STONE WAY NORTH uWU AA.rt SEATTLE WA34INGTON9eI0"6 CONSUL)ANTW w8ic i�vIMETONt nt TELEPHONE 11p6163211" �I.wwgp n[ u Np4.9,lBWI.IA r( ADO 561.7707 MAP,V..lrl WH.W nCplP rt rPNCAI r O WAA A 4[M OIn[M_H[11.n( enYA 8Tn0 r9 00 9011196T . nt uruep nn l 2 SOUTH,MSSION STREET r1 ..0 1 8� HI III n,s WENATCHEE.WASNINGTON MCWI 65a�6A 9A '' TELEPHONE tSp9:662.1762 March 6, 1986 Mr. Bob Bergstrom MAR ,7 IBd6 City of Renton - - Dept. of Public Works City Hall, 200 Mill Ave. Renton, Washinqton 98055 Re: Honey Creek Sewer System January 18. 1986 Flood Damage Repair (Change Order - Force Accuunt Work) February Charges HLW-L No. 2850 Dear Bob: Force account charges in the amount of $8,969.73, inclusive of WSST, have been requested by R.L. Alia Company for work completed through February 28, 1986. As previously noted, one day's labor on Saturday, February 1, 1986 was not charged for by the contractor. The hours noted for equipment and manpower and weight tickets are reason- able and accurate. Rental rates for equipment are from the Rental Rate "Blue Book". We recommend payment in the amount of S8,969r13 be made to R.L. Alia Company. Sincerely, Frederick G. Kern, P.E. FGK/rtf Enclosures: Summary of Work and Documentation of Time and Materials by R.L.Alia Co. W13-143 1Wn.ro C.". OWtA,r.:HE R. L ALIA ANY r SAS KL-.H sEAn t 9511e 1 :' �; 1958 (2c6; rzrasco February 28, 1986 MAR 7 13 City of Renton 200 Mill Ave S Money Creek 11 + Eme r9ency York Renton, WA 98055 Performed in February 1986 Pit Billing Per attached detail S 8,297,62 Sales tax 8.1% 672.11 Total due this billing S 8,969.73 vul g� �F...l� c;firc r- r'Jmo O.r.,,•sr Ave R Ml..tt, •.w.e.,.,,. i ��A4t.0 +•utc o•�+la 2 / y ti N y 24 Q .I..n vlror /Int•trR s r X 2/ '-f /.1 rs- W BxwlUl , OIJa"*or d / x 2S t vo7.8e . . t FM+41 , .4yrti Y 2 k 2Y- ! 2lls;a f ��•y ON 4S7.' �•.ti. .M. [«...r ,G. •6..,� .lw.y JYIlw h..a....� �ry//MINT Rao Bgcr.u.f Y g f S7 8 37 fc': 1 /PTo.,o 7... Rra�r d d' s d b• S 43. �5 /ev !J Cy M*Q An 7tt Z ! 4 12 /1 . 2.6 y9d 75r fa,-glMtM 1 t ugCu 3$ Iriz So Clww rig•-. / ..pY,..r< 'J 3 r y.= I�.,.. 3.SSV ic, 'r/url AM, RFM,• RF..D A) • o.r 2 esya t--Tf T S•! as Q ao atej R,r R•s `...on 4 ufn att.i ! s�' 7y710 ^k' ea ac - u... n+.r ❑:ri el N r✓t` eiel S ` v"x ,6.. 3 Nstl ! V l' So 97r /c/rw r /SR eu SY�.3Y Its Iro o7ek ' v..i 3Il Hrat, i zy 3 /TMll,t.. S.w 35ba�7 f 380.s1 ;J.V 2 M..1. AM✓ iw (S ;;,.,. /.r y,lrt • J...,! rt.i�� 'rV i,'' L.~o- Sn. Oj v.Y, Y 97V .`sz Stlf '7AX �/ Z a7Y/! d ir7) LLAIAoo! nts M'w•w.,se.•s..Nl..w..NI t• Foremen's SigMture n Iunit Ari !IO ITEMS Project --. Workmen's Name "Mrs Amount —� -t TOW Income -�- -� Net rills• -- !Id Items; — --- OPer. Standby Company Equipment Hours Hours OWtENTS: I:hC �P IrtI ! r __STrt R4 �e 11 -- _ --Libor NENTAt EQUI WENT Enu iPment _ ---- Netorials --- __.—_ Overneod Profit or to,, �.R.ALIA,MO. R.L.ALIA 0. 921ss.....r.w.VSo -11"roo w..nits FOre.len't Slyneture Progress- Que"tIty unit v T� l' L C• _ 610 ITEMS Project D Vorkmen's Melee Hours Amount Total Income K tercels• Oyer. StMdby CdgMy fDulpwent Hours Hours &BENTS: "'7v Q Qc e Ct � bor DENTAL fgUl VNENT EA nt 3 ' , - —Materials Overkeed Profit or Loss ,a D FOWLER COMP4NY INVOICE E piA M WATER WORKS N L ALGA CUNSrKlX;f IUN SEWERAGE TURF IRRIGATION 9111D 1NY 110 MAY SlNl I aCltnNG St.Af Ik.lt 4A Y8II8 LQUIP`OENTA SUPPLIES .(♦.ar .. a F IAj pN rn{ OF •♦MMIMi 'N.)i. f N3 SwUA Alti.c U N{i 101n IwOY IA\31C( h4M{{R C1N 1 wfNli rylNfl •M•R wn wp � _ >a�l•.},.yae -i __-�- --- IOC Iowee�rvrA c.caAhi - •rvp(t Dwi! iNv01R NO. ,tY N. D. 1 . t:OA 7/ll/ifb Y'7A1�.0' 2/1'2/8A Lv1v5E Z1I T ^^ mow, -.1•c r ,. . . ?8�[t/ZO £ Zdd- I.A( 1f KlDo /RENItM ! 0NN]-10'11 1.00 CA RU/LiUl f10X10 MSSI 1d.10" X 10" REPAIR 109.11 I 10v.17 Nso) SZ'OZ CLARP Uli tZ•e fl)fAL t09.I/ ia5 wa L8 Ch'l y OUS 861AVT A b I 0 ws S5'Z Z 6V1 .•Z t• NG:N39 '3NI S3wlq I NV.� N AH-•1 i I i i I PENTON KENT fEDERAL WAY E I'm PRUNED."AV NORTH Ig1TE VALLE♦SWAY SIDS MCLEIC MIRY SO f RENTON HASH t•OEE KENT WASH, IOX31 FEDERAL WAY.WA WHO) PHONE 226141e PHONE 2514160 PHONE TRACT E IWAN smM MUE �0XA a FEMON, MAK Mop R 28977� ---- .. .. M Nr01. VAR.. 114. "As CNKI\11CTIg1 CO. NET IDTHRROK ONM Net.REe 1..01.1fii 12is ■.l. [180 VAT S. FEKN ONrr ERSETTLE . VA 96110 0--cR+A"Rol R NUM.IR TN rw oR io�Anpn_ 722-1900 eMIrlR\IKEKl Nu4NI1 � AV.OIIGENEENWNRr1i -VKLRRN.f.NNNN... MNNIMUM E MCANEE OAY DATE CHARaE D NET. PERKfVill A i MERCHANDISE PUR CHASED L EEO UP41T AYDIMIT OCAS.OCHECK TOTAL RENTAL REPAIR OR CLEANING DEl1VERY PICK U► LESSOR ASSUMES NO RESPONSIEILITY FOR TRAR.ER MITCH HOOK. TOTAL MENCHANDISE ' UP ON NECESSARY LIGHTS. MERCHANDISE __--YOU ARE ARE CHARGED FOR TIME EQUIPMENT IS IN YOUR POSSESSION. Custorwr ReHSorLsrble For SUB TOTAL LESSOR (EASES TO LESSEE A AEON DESCRIBED PERSONAL All Tom Hapaits. 1HaouuciibNl PROPERTY AND THE TERMS AND FORTH ON THE SET FORT. ON A Clewing l:herye Will -- Z THIS PAGE AND F T ER SET FORTH ON THE REVERSE SIDE. FUl1 MP Maue on ([ems RRturned _ unclean. _-- _ WA N N FAILURE TO RETURN RENTED EQUIPMENT ON PROPERTY AS PER CONTRACT MAY RESULT IN A CRIMINAL PROSECUTION IN ACCORDANCE WITH STATE LAW RCW 9 E5 060. CUSTOMER COPY ON IIR$1 MILLING A CORM Of YOUR RENTAL CONTNACI 1$ATTACKED fOR AL f l RE NCL ,rR.A�, IN.YMG. LLwAWqb -erwn's glgmtur� Quin"ItY unit r qlD ITEMS ►roject hr boom t't MM Mourl Mount -� Total Iecom* .V ! Materials, Rid It '' I Op*r. Standby �^Y ENtlp*ent Hours Mourf � t 3 1 :MTAI Ea�•MEMT Enui nt —Mtovials -- Overhead Profit or bay �.R.ALIA,RAC. R.L.ALIA A. 9715[.,*.W.r L..fi.M..W.."I Is to regn'a tiyM to re ---- "' � I i�fl �►.oject �10 ITEMS — ---— n 0 - tbrkmeM's Mane Mors h%otnt Total Incam Net rich• aid It" �er. Standby ��?aM EN IO.unt Hours (lours OMMENTS• tror MENTAL EQUI tMEMT C l l E11ui nt -- Materials .. Overhead Profit or loss 1630*fjvT(W cwta�-, Qwv No IUAWAN,WASH VW, am" To," 4, WMA 2' 4- ir ROCKERY *#P RAP KT rRucl L99 A VA w T A L I C L=FOR ENV no cow "Mrs ON mock DaMPRI Tmw 3 DAV& 4 7 TO twelvEa" N" NOURA ov X— ER copy s4►� a � r ' � + a 00 IF 74 o 2t Ns 'it to I S r RCNtON ISSA AN RO S,E. 1SSAOUAH.WASH. 9E077 p;C QU sjjI 6A 1MNUs 2- ROCKERY PIP RAP - —"'— ygCREENINGS -- — GR08.4 WEIGHT LOS_ TAX TRUCK WEIGHT Um-- __ - —_- j TOTAL NET WEIGHT LOS. VAPDS TONS .xxxa�r w a,oR.a a Rr mwr nol ro i aPx rmc nw UBT EC aIA w iy,ANryMww+tMtKiaiwaw.M�mwwaw.aw�axriv.M n�w.�er*w.�,rx^..Mlx+MrlpMarC�1MIK��1'N�'r wn+x+xxN'"q'M1"w.wwt MwVx ax Mx�°�a!��an roaa.ww+amawexx^xx��au. �,tro�y a,.wxu.rMh aawra x�Mr x.enm.a rowRxr•iRe.mxxrowrx••ueax a,.narwn.m.a+rxraawa ayapa a M.p.rpr«ux K�ynlaro.xr...rtw 18MV1xxiwlW.R aw N CLAWS M DR N{T11N 3 pA ALL C VA 11L4 LAlM6 R ANV R C9C.IAWTS ON ROCK DFL1VElllC TOB RECFIVlo WIT HtN NOURB. J44o9 e.ca x CUSTOMER COPY Lirvol ate"K°-i.E.,�•�" � Ito_., M,,may " I ,gyp BY-'-••�� Ko. SC, wol WO , a �yp, yAw�,,.•m�A» tW +f° ` �M,,,..�t4 s �� ev W. •"�4sEa IRrsR� �„ WO RENTON ISSAQUAH PO.S.E. ISSAQUAH.WASH 99OT7 cuww"i's Ostia No ._ bate._._._..__ I 9m To Addrau ..__. _. Eh N9NO4 �� Y'R9" V*Rall --� ROCKERY RM RAC— GROSS WEIGHT LOS. I TRUCK WORT LOS. TAX NET WEIGHT LYS. __--�' TOTA► YARDS TONS - �ea:«.a«mu MwslEl OWMv.wF iro.wNn Nr uN eNen.r urlr e:r>Nna uw wsrN w w wpo�s. C:aMmM i YpFMYSIfieMWspM W q4 h aYRaAr FtW9 N4AYE a NMI lNlervYSpIRN NPY M wa EU119Ff OWMY,WC.NlaxrRRleN au vy eruxree wi on eea FrrNNS.�:•swum erMr Xan>V Nrt fn wMer ro rN 4 M,nrmX�prrY W elie H W M aNVrbn nWrxe W YSviYW MY`r^ryn NN Te poNct rn n nwr m urw.W orNNNrrraw iMV W ib.dT rrrtlM Nar MNmMMrin NrNwr N We Trrcrrr�e x Mve wawm a mr wa eNxn SEOsser ereYllerNeErMHSwaalneYalIIIIEEtOWMY,W(:nraHe weepN..vrHN r-wnrenlM,wMtemn RIME FOR BE MADE ITHIor0 ALL CLAIMS FOiI ANY f1EASON M VET BE MADE WITHIN]DAYS COMPLAINTS ON POCK OELIV 41ES`T�O BE RECEIVED WITHIN 14 HOVNS. J4444 d; ° 7K `" _. - CUSTOMER COPY ' s ,Aire. 9838 RENT WY IBSAOUAN RD.8.E. Imi To - Truck Nn.—� Y — — r'.r' -- ROCKERY ' RIP RAP _— _.__..._._. GROBB WEIGHT LAB. ._. TRUCK WEIGHT LAB. _ f • TAX TOTAL i NET WEIGHT L". ---- Y4RDS -- TONS �w aNw+w w+rnr M+ia•wr rxotl a^r+wre. � mrmMn sUN/R�.NIC w•OaWM� �...�Kwrwt�Ir R•Mdl�yrllRb .G� rMwN�lw lwO Pr Kfw w.ulle�M M'OA1 I.N q.w�1�oM/MT iiY1.M M annEr gy.IrPw YO N.Y WOY�M Y.4'.. k1MMFuut .,,sr.0 m rv,w n T.,,u,cw�YYr'o a+�/M'*'sw�y�y�eraw M rb w.a+.�.♦wa �.wra w.wow•n.ar a.ar+TrrMr tiMJ �rw«.MMR�T.rw wYr nnaw•u+r"' N aMM wwMM]O W.awnllMYrYWM��a gMMl.m a ALLL r awnY w+Mw wrM A8L111G8 NrTHW1MVS. sa LC Wtsoa C" RCS *iM WITMW NNOYp6 cowrLnO"a a a«a 1 ' •j4435 a, x CUSTOMER COPY S;,IISEt AIRY, INC. .0.4 AWA Am-4-" I66AOUAM.WASK INr pgNSON ISSAVJM PJYA E. 5A wom 1114 mumus 2" ROC'.(EFIV JGTAL NEI*EIGHT SOS. TONS NOW aw WW" .Nm.. HW,�— lft� WNW rnw ANY MEMO"MLW at WDI IN3 0AY& WITH Ikscs,vw VATKO 14.WAMS. By,441 x CUSTOM YB�O RENTON ISSAG AH RD. tSS AOUAN.WASH. ND2T G,ow Na a 1170 Anal ---- -- Dom Tp ---- ---- -- aro wNus "14 MINUS _ 2"xV T v r...._ —�4"w a" ROCKERY - SCREENN/GS OROaS WEIGHT TRUCK WEIGHT LBi_ = I TAX �'-- NET WEIGHT L85__ - y TOTAL i YARDS TONS '�--- r w,.:mr n rw wwner ouRe�r.we rw..w.N•wi«w w"— —j-- CUR!mr Y'4YY 4 NHMYRufrMNRlrtllfollONriAVM R4AfM4wIYr Cff14R1Y N R�rr1�f��I�tt IeN NrNiiTOWdNC.N4'NfyfIyLW/d lNrrllrOf rdWIMMWMfN/ f1MRF1Mlb wM.�r ro lrla ofrwurw urrMV Rr�ro�Wffa Fdlrrrlff Ax Rww.x etY Mlw 7l'4N fw twat of Yir.tlni+rtlrWMWOA wFrIiM OdI1d10r1�Fdrr MdYbiRT4 NuwYfIA Te NY1M Yp M d9wnr p�q HIG NIRmypfyfdfuryRyR MNF RfWrltldi M'IYMY YRM yddad MFwaR�IAR4�Yf v wf..�nww.whtwrw.evpw w��nMI/flwY wm df4R 4YIpF144flPr fS`rRRff MrfFlHfr�IWRp ALL CLAIMS FOA ANV RE dddro Awr W fry Ruw�.rr wR MUR yf WOE WttHIN]DAYS COMPLAINTS ON RQa DELIVE ES TO$E Rmmo WITHIN 24 WR q' -14486 Rerrt I CUSTOMER COPY �. goP RTON 1SSAlwhN RR&E. ISSAOGAN-WASH YYOTI Or .r. OM•_.__.__.._ —._-19 thand"No &14 To DPt'r la 7..uet 1114 MINUS --- r.r_ RUt:KERV RIP RAP GR(M6 WEIGHT L/S. TRUCK WEIGHTS.LI -- I TAX —'- �- TOTAL N6T WEIGN7 LBS_— tOMLS ' YARDS iWi1Mi�OMiw•,ME.s�M aw•nw.a pwv mM wMq Cwa�•MIa�W aawM�WYWKIMK22M2M�PPIP•PRI2�M••�WIU.MIwi►�Y�xOto nao M11HIlXwW�.PIG R MIM•w/h!M•war YK I�•Praawnaee MM aesM+ Ylyp M IM•N MIM awPw K+s2W W N•RKi1Mw2YM�W�'m•MRi+k�� 0 wa✓� 11r u M Mw�IY•M M Y��a WF wcnw��'n r.Ka•w..a.rwaW+•rMwww�YrnMrliMWr ..r.NiRrw�'.w[:.wrona...*aa•, •we.,.�rn en•.xwWrnarM2F�� ,�N4 an 2w2slw uwi ' w Vi1WA�lMl CLAWS PDA AWVYU ME AWN WaW K MtAOM W17RM 2OAVM. CONPLAwn OR ROCK.00I IV"TO YS AECIIV W WIT11N 24 HOUR& s Al CUSTOMER COPY MA RE TON ISSAOU"RU S C 0140 No ISAQUAN MASH gM7 To Add"" D*km To T,U" IANW IIJ44AWM 2"w4" ROCKERY --t-R—W RAP -�--- TCREENINQS OROq 14 TRUCK SPEiCiNT LBS mily N'EN3NT LGS.. TAX ---- — I— - - I YARN - TOTAL TONS aiWh -mows. �by W'NrbL ALL OIA""FOAANVAIAIDW ga ft,� COAVLAONTS ON M,,, .LfVf*jgS To E IMAYS J44tll R-a VEDW, ft u wvfm SE � V"RENTON ISSAOUAH AD SEi �OUAH.WASH. WW7 (ww",'i OpdN No _.Y...._... _._.. -- T•uM Nc __._ __H&uWd BY ON � I TI:t IAINus r• -- i ROCKERY RW RAP _— SCIIEEllim GROSS WEIGHT LB&—7 TRUCK WEIGHT lei- ` TAX NET WEIGHT LSS. — �' TOTAL VARDS TONS y ter •tv.tr+er (CeteWttwWaraYwewY rrptwMnar.ro.1m.4ts.t ro+atrMz*vr.nz.1 ro-o♦.M•tWNNMtN AiraLNp�.l mrlr M5tLae1,t mirCwa�irnI NF1 e.wa.0.YwwNwaD rPtufwe4l.t+Mw1M lwPT-MO.Www1aR1M0t aN wtA+NrY¢wreNMYt t rNe.r iYr+Rt1ROorNM ata At1 u"mtq�rSoe b>O arwntNwtM•�aet"mNnMtrw^ttaMiwtaeruS�w.D.lvtAa. rt+YtlMoSrtl. w»laMnetppwM afttOrt.M eataNiUtxtCYer�t ierwAe�.Mne. CONPLAINTSOk MOLL~Tt>M. - NtotuKMc i CO$TOMER COPY Daily Truck Report 24961 MARTIN Tr kNo -- sM11N �r m" TRUCKING �'•_ — INC P.O. BOX 2 S 77&ON A.M. LYNNWOOD, WgSNINGTON 98036 Truck TlmF Owl '. li Dnrer JL/��_ r� f CMARR'376NO AOCLaf _—_ T b a wa«w Fun To Latl$kA ---Np Lops h rrEa •- _. To ,.ards Tory Y"ft TO Tom FuN al aa. ___ Rbryrks _---NOTICE ----- - NOTICE -- SgNlvn on My w111 M cpnypKm rpv rpm It Ia apntni�any epreea Inal lnro cwnya�r fool al our nun ro van Mro n rnpaaary. roi a m am war�aapnmmn w uannpa io --- cwromva propanr, nwlirop m alvNya ugmo cmt na agaaer O•R.AUA MO. R.L.AUA& "IS Ewybe Way Se.•feeNlm.We.Nlie EOr~'S Signature nGQMf•--— Went I i CA-ja ►r; 910 ITEMS _____ 0 Workman's now Hours Amount Total I.. l✓ �i Materials; lid Items-=- 1_�T Oper. Standby camp" Equipment Hours Hours COMNEMTS; L �a 'Q J '✓� K rt/ RENTAL EQUIMMi —labor E Enui nt Metorlais Overbood prOilt or loss YLEBOS PIT TICK,T • y IrH: • T W00"erU12�1 �r WO 001KJ))NO XarM. wrn,nyrp�. 7 F „ I i 4 c T "f rY I. In Sold g Addrees - Load No Weigher Truck No. - �-�_. Job No. Driver MATERIAL 1-1/4x0 CRUSHED ROCK ❑ FILL D5'8x0 CRUSHED ROCK ❑ TRENCH BACKFILL ❑ CRUSHED ROCK ❑ CLASS ASPHALT ❑ GRAVEL BALLAST ❑ UNCLASSIFIED BORROW ❑ 2"CRUSHED BALLAST ❑ ❑ ❑ BID ITEM H 6d?91 Imme"MON.ISSAO`AN RD..S!. ISSAQUAH,WA.NcAotwm ,s M._._,_ -__... M MNUS i � f RIP RAP QRa$W9wNTLYS ..T� __ TRUCK WOO NT L9S_ ,.__t rL. TAX — MIT WEIGHT IRL —_ TOTAL YARDS TOIK �wwwiewwMMll�liNw[.Mn.w.+wnrr«wrr�r MM M�i�w Pwa+Xx awww.awra.:oe re�a ewMe+.w+a.A.es.r FwPV.�T[ .cwwMgw. w MA'YXM'OWNw wC w�[enW b F�V M.nM.;'/w an rM PMMFL I.X FwoW.Nw Xw M Mn w yyq b�♦V Pr.wln�ryMF gMTF I�p�FIMpX�n.gwMOM AMF4M Xll�lpl.lw.I.O�Ms�h•q w1u Yr4�.NF'�f•M.�.>o'��yypr.A.gryl..yyfMtl�.Mnq MSW gMNY Y4FWMw XNb r�ww.wFr«�n.w me wXW.wwMww.wm�.�.r 1WiTdM1[�Y.MC.mMb wro .n wYX11..w ALL FOP N.X AMVIAkmwI ofMINN V.MA All CLAVMI FOP ANY XEAtlOM MUST�[MADE N S DAVl, MANNAWnMADMM"M TOMANCIMMMXTNIN74 NOUM j 4 a 7 ::° x ` E Gcwv 1 1 ftx RENTON ISSAOU " E�, I�A011AH,MASH son dMEr Np ant To 19"— _._.. AM&H, .. ._ ._.,_.._,.._- L*hatTn,.� Try HwAft IN 6M SRNLIS tNMNNW 2"x4' -- rwr- ROCKERY - �_ Rw RAP OROp W?l� MbE►LUS , TRUCK wEIOHT LIS TAX YARDS TOTAL : --' °+c w mvi .Wpxuwq�' ��sEYEwr~,,,°"rM'�jy�p.. «wear".+..mr�a�°tiP WM[aYap.�aww�.��my,M�ibanM a war ALL C.�aM n�a��'ulwr•�.�y�T NW lOR MY w COE►1A1N1S ON xOCE Tot"[HIDE WITHIN E EM YS OENY[wN E MR!11ECErvlO WITHµ 7E Cb§TOM.'R COPY SW�K_E! awayf INC. EE30 RENTON.ISSAIXiAH.D.$I MAGUAN.WA.w. V027 c. ., 04�No Aekrff, Dak%W To a _ 64 MN US _.-... Y` i rKr --- --- IWCKEIW y` - RM RAY _ _ I SCIIEEMNIO1 GROSS WEIGHT LEE. - TRUCK W*IGNT LW. ��.. TAX NET WEIGHT LES. y� TOTAL VAROS �_. TONS w M b RJN LUME1 pµMlE,MC.RYP4M M MARRY p IM+u1KE1d1Ul �L N OYYYK A VEb b aMMWAr �Ey(g aM MMMI GU�Mv R1C N�EgYM '' ��',.:.. WOFM b 1 M 4 OY•naM�gnky piy1M�pY pl MAR A✓1�Yp YYrbM�ly TIMMpYk IAMp p4.tlb P�+bwr pMab AlY W b IYYIMIYpYApWwbMY1p/FIkYp MNEplIIILLLIM 4bRi W wnFYYn n MrUi'MyMMNNMq�M.kMOF11iIERA`..li'NAY MIA14�pM p AwrMMY�.AIVbOFk.�M O�Tlkt kY b1Y AMYM A WIYb 4�k puOeMp Y� All CLAMS FOR ANY REASON MAR ME MADE MTMIN S DAVE COWLAMWTS ON ROCK DELIVERIES TO"RECEIVED MTMIN]LMO S 04-)07 R-'d Eyx-----"'—'--- CUSTOMER COPY "30 RENTOWISSAGU! ISSAQUAH WASH Oro&4- so,TO AOd,m 001-W T T,mk 14, II/AwNUS K ROCKERY Rip RAP GROSS WEIGHT LIDS. TRUCK WEIG NET TAX WEIGHT Lft YARDS TOTAL TDW "ur MI ALL CLANG RANY 1 MTIIW430AV,, GELIVEh1Ef To"MWM RtC"VEOWTHIN g4 HOUR& 04bi.5 X CUSTOMER COPY SSSD RENTONISSAOUAN RO.S-E. wttumri � ISSAOUAN,WASH SOU7 U.EIN No AddM% OEtlwr To nuok No 1*0 By On MINUS — - 111/4 MINUS '--�-- - 2"It4•• — r .e — T'A KEAY RiP RAP __ SCREENINGS �— _ --- 6Rpy WEIGHT Los. TRUCK WEIGHT LBS ---^Y-T— _--_____. TAX NET WEIGHT Los. TOTAL •rol+nN la noa EUIREr ouual.. TOM yb MNWNEENTy�wmx�JNNamwlar rypp.,�d1p�IE av pgrngF�^,�, nlININt\%EY NNMYp}hNNIREM�1Er1♦�pAIMMigpy��M�1»+M pr 41mfWm11F.MKNMg1NYr NrYN FNnnNhl a� wmIM NY.1e Me1N1.M,n y WYnIhMI mgV,hM 30Yw ur�u.h. . _ IMI%INMVII OI mh Wt,CMMYIMF N•ma.wlrr%w.awN�w.n+d4e tMl�jl,Npp,h��EFRIINEEI.Nn.FNNro•K,AnM'da ALL CLA S FOR ANY REA>bN MUST RE WITHIN 3D MADE p WITHIN U N C(IA•LAM/1i ON RpCp pEIIVERIPd TO BE R!ClIVEp WITHIN 1�NOIIpS J4 �3 Rd By X CUSTOMER COPY sumsty a QUAH,WASH 29027 EBSE mm,ON,ISSAGuok It RD,S.E. ISSA ctiAtemaet Truck No.---- HiRIled BY sx 1114MINUS Ir x W* ROCKERY RIP RAP GROUINE1G1WI.BS. TAX TRUCK WEIGHT t 96- T—OTAL NEI WEIGHT LBS- YARDS TONS Inc. T.".I'- ware—.. I aaM ALL CLAIM FOR ANY REAWN MUST BE"Ot WITHIN 3 DAYS tow LAIKVS OR ROCK DaLm"Its To ft mactiveo WITHIN 24 HOURS A';) R.'d By x CUSTOMER COPY RENTgy.ISSgGU � ■.�.J_�N.orrNr agee V.r r O.T.E Tu -- t.,,,__'—.�..... rSSA�H. awl IpAW 9opT. w _ Detr¢r to INy! 4/y1N4t s. RIP RAP Rip RAP GRGSS NEIG HT- ---- _ TRUCK --..�� NETWEI VAR GS -_ � �--,_.. TAX bay"' y ♦llCpirr'M /NTS OIyq UN 4NY EAb1p 4 4M4tp gy�U�r+e44 U4b Bic trVENlE6 Tp lF oF�EMADE�µwir"llryL „Qlq w 2. CUS70fIgEP,COPY l _`. SSAoUA",W"" 002" WyTi joulom we W07- 114 MINUS ir.W. ROCKERY 1R1-p RAP 2*046 ii UsS WEIGHT Los TRUCKTOTAL NET WEIGHT LOS TONS YARDS w¢ wnYYfvwvWwy ASO"MUST W,,IAOj MTOM 3 DAM ALL CLAWS ro"AWV ggCR,,j,,O WITHIN 24 V�M ROCK TO Cou"w" 04560 R.d9� -._.- CUSTOMER COPY ST P 9m RENTON ISUWAH RO.AL ISSAQL",WASH. 9M7 QrNA,+,', rwn..To-----..__...._...____ .. . ...---------_'._---_ _...-_---- T'.a ftm' 1114 NMNM 2- t a1 2 6 E`a8 ROCKERY Ri►RAP ORO9t wtt l4HTtt�lU� TRUCK WEIQHY LYS. TAR NET WEIGHT IBT. - TOTAL i YARD TOM .NhE is M,ar WMIT VLMlllw,EIQ NYewAi v-rnn.w M MM9a�III'FNNN w i1111N 6w.ws tFQoM F1AM FiDiIAMwA Y1wYwwrF1WlN�IYW.MYEI CIIIYMIy,11E IIMIa aC RMM OYIw, PC iIF.aENF,w wop.,wn.e aN a Ma O�w.ii Y wwrw wIw M Mwp w. �Aww K 1'.,\P'weM!tw�Ewy<�nFl.W.M ww'a+wyinNaw.AYMMM MYYIa IYt h Aiw 1Y M aan M wti O,F✓wY'M�.O..iENINIi awYA�w NMMw1 MaYRYIY[W MMMtINNwwEWw Ewi at:.auw a is wrrm.awns wN1Naa•wylwVu.w www RMlf OYMA,IYC arn,.iti+nren, a..nrai,.na+w+..nws,wwww wsi.w..w iwwr.ar rrwnwwr ALL CLAIMS FOR ANY CEASM MUST 9E MAOE MTHM E OAYB OCMPLAMTE ON ROCK Of LIV9MES TO H RELEIV EO WITHIN Ea HOWM 04565 x_- ------_.._ CUSTUME R COPY �¢tiSEt �Y, 11K• uAOOtN wAor Nov o"Wo MENTON.MiAGWw RD.tE QANrbrf Ip_. AeafrA l"w#N: _ _..fta.NO BV.-.____— _..�_._. r rar r--- -� - - RocxEav GROSS WEIGHT LOS TRUCIf WE16NT LBS. TAX NET WEIGHT LOS..— _ - �_ Y MAL ` YARDS �TONS �w+,e+ba��Me•Yf4.r.nwe+,.w.s�»+r��tirarr7rw+� �iarallb/»✓Ma W Jr rblb M nY lrf Wn T aarsnY fMN b��f IbrY�aanrllOr b Ntl WNMOIMIIPM.AM.Ab»ww lb unnp vMw-M.nWpfw»M.»N warn»ebn gun lO Mlfw rAMI w r»»ew b.nl�r++�r+Mawr«:�a+bnbw+b.ne rrsrorambn.»r.n wa.r»... rarMar»r.Yr P. v mooww.rr+rwww,a+»ca fttss OOWLM • wwn. uc„�rolw»Iwr AlaMrr�1Y4..1YMbanr a�nsts M ALLC+npMQaM�1.AM.»I@MM aar2 Arb NT"IrO A• All CIAI»NPW AM'I AIAEBN AAK,AE AAVIE70AVE timovLAom as mom D AMGRIM to Is user4OIMIM04 aA NOYAA. J4568 07^ X_�_� .________.____ CUSTOMER COPY SUNSET Qum, mc. SM RFNTON ISSAGUAN RD.SE.. ISSAQUAH.WASH SOW oRmos w'i Omw we ..__.Date _.._..__.._... ._.._19_._. AAdYR._.__.__._..... _.. ..___.___.._._..__,_......__.�. ONNYr To Sq MINUt � i \lfi MlNl6 1 r ,i••R S•• I ROCKERY � RIP RAP T— SCMENINOS GROSS WEIGHT LS.•. I TRUCK WEIGHT I.SS TAX MET WEIGHT LRS. _ TOTAL YARDS -. _._ TON$ X �4wv nawweslFwE�w�'.wcwM.wRYwwwx+nrMw xr 1�L. OYRIMMYYOu w M•Mu.fM.wev M Yd M xM+av s,MMY.xw.YrYww OWtlIiY�MildrN ,oY WI✓t'JWMIc W.:.�.4twRMwpnY tiwW Ma4NYN.M1p.MMmmY W1,Yw,I0111.Y. wY.0 M,•.a M.s M n.Ca-.:M[SPA G./M W W�MMnM.fO�AYNCn.11uM1Y�NM.I!WI4 M� w�Y01 NIM.M.nw�rdwwMwltlYYYYYA�MxM Mw1YWMYIIIIwY.YNt wRYfarYi�MRR4 >rawl�M:.W tiwn.M.an V a.MY..Y�.PI.YY.aNl1N 11M4<I OINw1Y.MC aYafx,YMYMwY rna �,ya MnbtiMre.rvrMY.w Vi1'iwMna aa. � ill CLAIMb FDA FORAN ANY REA[ON MUST R[MADE tRTN1i11 OAY$ COWU%M MROCK OFLMORIL4 TOIL REGSIVFYMITMN H Noun . 1 A b 16 Rx'e CUSTOMER COPY �.R.AUA,NO. R.1.AUA�. 9213*-a"w.r So .S..nte.we.al to Inc ForeMn's S�gnatu reDant I ty Urilt ►rp MIO ITEMS "reject — D Yorkfun's Name Hours Mount •^ Total Income Materials; Mid lua Oper. Standby Campo" EQulpeent Hours Hairs �— OItMENTS• / y ^ eENTAI EQUIP"M I labor Etwl nt Hater.•1_�__ Overhead Prolit or Lefs OENESL T,ONSTRUMN COMPANY FAW 29590 T ROCK PROODC?':' V 1 •N X40 W"a a W ,,l4m e�nTIUd Ra.t��wwru. s ifulis' 'm ww EMI s' S. - .atiNii�#b YLk..IA_WIi . .. _ _. oivaMTo.uur.ni+ Rr. ORpSS _W TARE`....._^.MSy _ .. ••� _.__.__. _._,.__ Ple. NET CRUSHED RO CODES-_------- __ URGE RWA CODES - - l0w IF NN' i*�2%* L r-r , -��%r 3, ! WM CK 2 MIEN J6 3 WW j a MAN U**b awRu'R NmcKaatamf _f01 ci s < /f 4TMER _ � IDADED'+Z t C5 ❑NC IT �� [°LSE ❑ CZ -_ mMw+M bi Aa0.06 % SNPM, M4A Aeeowtl Ew IOM of maM fo11.�M.Mc w MIN.II er 1 N ow menlN PN.+P.f on wpt.w w.Puih W mpOaO BY TW*No ` 1.�.._ _ Dowrr-ON GFF P. d BY _ .. .._.. f QERV CONSMCTION COMPANY 29562 ]New.« 4 rrib°a Same,,,, 00P.0 Qom 24Sa ocki •A.a:./.�.0 r. iPMI MT•Liee ~Cuf,cw„ro TARE --- ___._—.---__--- -_-�ram. NET LARGE ROCK COOES—._—........— lid 4.,S- G] WN Or.2 hM W 2 MAN W 4 YAN *wm N MIT Wm E'{, Wimm K*SLEv D'r eytE _ [ h) L_1 _LI...,�`1._.I ° �L1�� 11�. cooE L� � ...,1w1...1.-1� ._ �..�._L�_1._�_. PodK scow Yb wyy OM'rarie 1 n cY!eP Nn,q.WMR4[I�rrhiNMr eMe lYr4P rMu1UrM N t I1 pm ppT pMva A M1m bMowmP w�r[I�iar t-.WwNW1S�. -nm cnvpo un r.an pra,cc�uMa Wa.gftto DY_._ truck No 7 �+b D"w. [,:ON �i OFF 29597 Wk 1"2*060 414?uM 16 "lt-'ML%WM 06 IA44 'am` NET LAR"ftoCX CODU 4j 2 r 4- 4.,@. 0 Pn *9� li*M" at I MAN 12 MAN it,S WA 4 um (M OT4fk LOADED7 rj VU -IJ *6-91*0 Fly D..., CON C OFF AK U By I Conistat Cc�AMY 2954 x r�osul,x omuaM L.., j�..►�� to Ww"=r ft .,o sa z.soc ••..r. ... �. . iJ0�1 uTJMt CMMNEB ROCK CODiC- - _—_ LARM ROCX C X•1' y.6+8 1,2 MM y yq{ . A IERA P" M1N 17i 4 AM PO1NEM._. t.OADED?,e VES :-No c9X L� IM MrM 4ltlney Fsip�w0�r N + NMnsMV 0111 tiryt♦► ____ -..� —..._ Mien e��5+r so- cMip,1 aR yM M seve.eW W�Mtl Ar -- K_k Dr:. 00M [iD Wrc'a Br " .. :x ri►' -rt _ .... . QE4V : STRHCTlO�i CWAPAf4Y / 29STS sNnro�acy�ooucn onroM dM M-1-M lic .. -. ►b.. � .ems NM" �4K` Maw � Y'•4` Cf.�B' i"IIPI'M/ It71i41ROCK li{3 WIt ®<WR i►fMY1a W e ®COMM MJW4 L0A0EWZYE$ C7 No oDE Ll FAlq&�,.�__ %oftM�I - Li+rww ai•b�•r �r ew pan ar,�w�n,+ere.+a owe � ..r 1 - IM-�ctia�q m PW M.cewa. __� w•�ea B� -. Tmtl Nc Y /! K Drn�'?ON C Ois GENNIL OOf4TR1lC aw" ormION COMVANY (:r,. 2S586 noon rnTRUC yN•�11r WR iM-N1N�l-V 0 OOa 24M ![�T' IM MY v+A+S�c'A+a. � ffBt) N7.1NS arauo way cocas---- !!fR Iztnv °" 96 L ww X x NIW :.a uw W 4 wan oowun auesle --- --- - - -- ----- - IDADED�FIYFS ENO ,_T..._1 rt l:HOO R , . 4.t .a,3 3� • �� TAx L1 _.L 1. L �� CODE f. we�a�d M OEM tl�w cwnN WslpnaJ QY Twa NO A vdM° ['4N UOFF WcJ By ..{._.HrJr[Sl GEWfL CONSTWCTION COMPANYPNM 29812 P sEN Wed wa npNwp. --NSUG P.D.SM s.sa W* N1 aW1 � t4N) NTdi511 idtlMit. . Ye-_ttl� 4 $ 9 _►ros_Gaon � '4 ►ar.R� ----CRUN*D ROCK com_..--- —_.L►MM DOCK cam — . to t+• IL W W M' M r-P I!I WM Lit 1NU rh A rw+ ;,;4 ww Mifp 11 Mf 7 o IC CiN1[kEIY RiMlt[ ._,...__....._._ __...___..,.—�.. LOADEDIA YEB fa NO IAXX CODE [] L.�- Y Yh mpla OMnMfw NSN ew0 W W an tl PpMOnah rack 4mPPa ' �y vA NPp fq NOaa�f�l/MrThW+b Mah AmpP aWp�O� •'.t �. ___ .... _ MbN w,0 1.f, Accwnb Tla 11�M M rnanJN 1olNir N W p1QPBd BY -. .._.. tPod NO / '. .f_.- ..___"' 01-. CON �,OFF Rpcd BY GIN%L CONS'tRVCTM COMPANY• 29634 IT WflRaeN ..,, .., as% """m w . . wv. . «.tic: -- a...r• __ .- _ 4•-9„ UN�E 1t COBtS_—^•-,.—... .- m ! PiT R'UM 4"f.Gti(:RETE RU98lE MAN3 AIMf &4 11Ah1- 01 OTHER_ _.��_ /�✓" I LD.:DE6Y.Lr•ES {:NO TAXX MYWK.Wk ^krk aW�rw pruorwr SmwTrwe fran L ai EOM of M bMrrr�M .eRM1Mw�M�M pW�iCCe�W.b� WmgMC 8r. K Luc.No j+,.�i_Ki -.1 Aner O off ReC ti)OFF OENiwCONSTRUCTION COMPANY* 1 mom"1 NON Asa Mnr M nrnW"E v ww mci o eo.xae� naq U7JNM www6. •r rs. Wu 7 YARE Nn. NET -. Room— _.— --.._ IAROE IWCR COME if. :;.Z.. is 04-4- ;y l AN J•2 Mo i3t 3 MMR i;i M M Ql oft W 01"OL" �/ IWO�NER_ __... ..L, - It' OA EDIAX- D YES �a X nM coca PWKSUN_.:-_ .._... .-. _. _�. we mW dhrvt.Y IeWM wro iW W M plp/�IM/M NIIRYh1r tIN "NOW aYY: W�vta{I nu tbyaMMW dYWwr MMh�M�1�yy _._ ._i_ hnn Nt[h 4MWy Mweyne aM1 t01h M rtuMN INgh1M M+'�a! ([[///��` i.^WMI of t 64 OM elOr1N1 cMtMO b1 OYt EY�OhOWb ! MNI�IUE®y Lw � No r,..r✓r.f� /C,,,� oN n c DFh J t CO"STRUCTMN COMPANY0413L 29570 qw RaeR RRO I enuaR Ms n l «r.+ raR. VIA.•v sftwp . P.o 17�li� w�w rs aq 44MW 64 MIS . ► R i. +� t► ►�c. 9nass -aAUSOco POCK coins. — - uwm Roar CoaEs, p1#t.....JRMr pine (YY•R' fOr-r a.rMMW yg21MR *SUM :114MIW SMM t PIT RUN $'fC,,* *M RUUMdtE 11N OTHER ..rr � .�.'_y1 riC'. n Z-•'—'S x '1 �wYs..:_� Ivn �_'__ tout �N__l�.i M..i-� 4 ' 1.i_L_� GODS r 1NI.Nw MNYwm WYM MrJ M►M pd.Yry.IcW.M•NM1 _. __.___.... N.ws. �•N M.4 lYdW1M dM Yft M wpNR YCN.aMO MNrM M 18t N'�+eiM aN W or MM M w+f�M „_� WO4MU BY r:,"SyM It"CMpAffv, 295$9 �c. WA.$64944M �..1 fft W L _, lll317gt..11_ 1�1i eep W., TApE - CMMNen Roar woes._...__ _ -waE MOCK CODES - 9'M" i+HP _`2W y r-+F' +y., '.:. t ma z um :C 3 W.N „4 M M u wmMOTHER_ i!Kr MUM Rpg�� .. LGADEDI.["YES [-INq fiih t . YAK hw Wcn aww �mema Iui�i °N n�anln awe �- ,.. - .rt.at ar.r w ronn awae en o.a ew.eco a•�I w�gt+e 9w...+r : . , -, . OON c Q t OONSTRUCT13"comp NY� 2"07 ROCK MOe:1CTa 0"P 24 �1F1 Wri�OdAwg1.—,i.O. MW 9tArnE WA NIE4!!M jOU Mt1W "is own Wi KS taco wx 46 a �lm GROSS 10- 'bt_ TARE. COMNED MOCK CODES—.---..—. ----..—.LARGE ROCK CODES---. tow IW Maw t.±.2"•l" w 4".E" FK 1 MAN r 2 MAN t-,4 MAN :G 4 MAN moo+ - w rw wo, tools Es RMOt►'ER__ ,.C_�__ .��,^"^�{� '1 __._ __--�{_� LO)AOED%.r YES ONO TAX CODE l_.1 L,i •� I T L_! " .•_L 1.1—.:_�_ W1 MM MlMrIM UIMOI P1ti Wu Yd M yroyRp Y W'f RYA sft, a; _. - • . l.�e�t Sw>*� on MR M�ocOvrY. WMgneO El- l 'L f TNhNO' L C70gs'iIMq;F"coMPANY* 29636 -. IICI'N PRBS11CT8 0!rIM011 M ml rQ MouWnMl_.P O.Iler�M01 'rr UNM N7-0/yy{M��y�� wLwOm"4 MA MIA - 1 -- .....__ --_........._._ kMu. G"SS —C"SMED ROOM COONS —_—._ —_.LAKOE ROCK CODES 1M' CL i@` L,`2'•A' (a,3'.0+ iL I MAN 2 MAN 1a BOND is PIT M M 0 co"c m RU,SS/IE ai 3 MAN ,�6 MAW it' 10l GTnER__...____,c._��_.. IOAM14: YE5_ ..,NO t tM IL Nq+W�INLIYaIp Lmli L�ro alb he0 a tl Ii111bNM17♦thr+ ``hiPDa.__.._ _.._._ .._.Mail M�iCh OrMMIq� tell q me P:hlwi W«9 �1~ yr �1 �11br41m 1Sdwod PM t �_••---_..._____ / yam' ....,.,,yL� __._. tr��ck No ... �LJ� Rec U gv,., {l __ p�W ON ❑ OFF .`- 4b.R.ALIA,INC. R.L.ALIA 9 9Y13 tmpir.W,,S. . $."I. W. 961 la For aaisn's S:anetur'e - -- -- iUnit Pi _-, Project 81D ITEMS 0 / 'rorl.w,n's New, hours Aauunt Total Incowe M t<rie ls_-` Bid Items• 07 OPOr. Standby awany Equi~t Moors Hours 4. .T !a.a. J r tNTA: E bor, EQUIPMENT Eau i men[ ------ Materials _ -_. Overhead - Profit or toss ft.R.O.0 INS. R.L.ALIAS. :as�I.q.r.w.y s...f••nl. w. se 1 I� For•swn % Signature 177 i C.I C C U 610 ITEMS Project —_ � , y -- u — Workman's Name Hours Asvount tot•1 I nco•t• hate V hate—Isis; 4� OPer. IStandby �a^PbnY Eau .nt Hours Nours COMMENTS: 1 L --_ ENTAL E IPMEMT labor Enui ment —_— M• •n•Is —. Overhead —_ Profit or Loss �gg62 WDCK VrA _C*us ROW WOO AVG WOO • to Y ...J-.....—� off L14�M� �.R.ALM INC. R.L.AUA* 9215 9mprw Way $a .Se�n4.Wt. 961 it fOrMyn't SiyM[u re n 1 i 510 ITEMS hojKt _ br4rn's MNr Hours Aamnt — Total moos, Hater alsi C. id Items_ P - L- 11 ' � _ tN —_-. r=-s_ I e Oper. Standby o^VN^Y EOulPsnnt Hours Hours COMMENTS: jK I,OA.'L Apo }-.L11Ls��L_ ENTAI E 1 PM bor Enui ment _ t r S- t_ t —. ----- Na[frifls Overhead Profit or Lost e r, lf¢f� FiV't�s rR< 48730 �a CMr _ ••ae tl4•cn ene I,.w 4.w OP.q 'r i.W Viwe _ W Mx � 4a C npl a waen,ro�ti+mn waled.a rocesu.r mmenl a Cneegn dw Or ny unln o'IM mero a byi N• Cw moron Nnl M cnargee pn H�Wal dm aeeaW4 �'• n 1 I rw palf Ol lnry pllm{r DAUY INSP Qr'ON p npoii SHEET or 101CCT _u,o , 9 'A,ELA6_ SE co CLIENT ( fly t>�J� cg1,�Y1. WEATHER L(X NO. �rb 50 LOCATION (Street-Stmion-othcd - - ------- CONTRACTOR` ROAD 0 - 1'0RI:MAN` COUI;'mi.xv SI: VER —CREW'_ WAI IAZ — RY 011l Clt -RADE — -- ----- `SAME it NO CHANGE rROM PREVIOUS DAY PROG SS„C ACR A 'IONS, PROULLMS, UISCItCPANCIFS, COMMEN tS,RECOMMENDATION" C Tr. S t jv-.f -- — r r - 1 ti4,o —r - >~ -- '�4' 14 3 -- SRI:'I'CI1 ON It1.VL If,I: SIUC ( OJP4 �- CC: CIAENT CONTIRAC•1•UR I NSI'I:C'1'U11 LNGK KUHAI HAMh10ND. COHAER (e+l a h\" 2 r+ , c.�uH-1 i Venn..w IL Gvvch S CM6 C>OIWI vv�..r� tork.l.�LI icINs��.�cJ w� -Vkz lint � O� (�! ,JTU (rI�I�N�. �,,ry - ,M.v I,n4 Uld�wv�i ",A%, pro, vdr5 pa. (.t AA4. A 1 so -i' DAILY IN4pLOM N:POItr rK Slit rT OI' tOJECT CUENT DAI'L � - ) JOR NO. WEATHER 24 41 LOCATION (Strccl-Station-Othcr) CONTiACTOR• ROAD rom:MAN• I EQUIPMENT. <:RI:W• WA'II:R RY OIIi 1:Ii TRADE 'SAME Ir NO CIIANC- PROM PRLVIOUS DAY FROG S„CONVCRSAT ONS, PROBLEMS. UISCREP4NCILS, fAMMENIS, RE COMMENDATION" We l'4sl�fiS>. J kvb�)s + ____ "� err'----Tt>��.Il✓.LYz____. s Llun., a rncsl0 ON REV Rsl: sux CC: CLIENT CONTRAC'rt Nl 1'11 L INSI'r(:' nl HAMMOND. COI.I.IEr. • • 00 HAMMOND,COLLIER 6 WADE—UVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS aa10 frTOIK WEv N(fntn •• ••• .. BEETLE WEfrIM,G)pN 9lOJ N^.' . . . - -• '. " 3p3frWM wpy,p,.Snell• - .. WEN11iCM/E.M.4NMG)M iEFY - *tttargNE.aM•cu,a :.c February 24, 19,36 ,FEB 2 8 IKE Mr. Rick Alii ,_.. R. L. Alia Company 9215 Empire way South Seattle, Washington 98118 Re: Muney Creek Phase 11 Gear Rick: Bob Bergstrom is ready to close your Phase 11 contract rut and complete any creek repair work on a separate account. The items I've mentioned to Jim Gillis that need to be ronpleted in order for Bob to sign off the job are: 1) Flush the manholes in N.E. Ilth Place and Union, Aienue. ') Clean the pipeline of any gravel or sand that may have occurred. 3) Clean the 6' storage pipe and pump station wet well. 41 Remove and inspect manhole lids and frames, for trueness, replace or machine lids if necessary, install and tighten locking devices. :ake a formal letter request to initiate final pay release procedures a same to bob Bergstrom when the above items are completed. Sincerely, Frederick G. Kern, P.E. FGK:slk cc: Bob Bergstrom - W13-107 :�n•m cxnrnE OweE.e.Wr . ..FOIN pe OJMO rfl It l{e Jn / /t /Ira /j ra epu�.renr NanrAL e(K/ems/pO//vp ./•4/Vj/L//!% ■/�•{^N•-/_` Cp MLll lte hY1Na OCN[IIAL CONTNACTONG data CK►INA m<T cowl" .� ■AARLA.e1ANMIwmTON a\Ile �•r � 12041 72a•4900 a February 24, 19bb i. Hammond Collier A Wade 4010 Stone way 4 FEB 2 J8 Seattle, WA 99103 Re: Re-rocking upper creak area Dear Fred, General's material charge is S 8.00 per ton, barged to West Mar- ginal Way, Trucking from General's yard to heney Creek is $ 7.50 per tor, This figure if governed by the heavy traffic on this rouse in the morning and evening fish hours, by the fact that only $010 loads can Traverse the creel, area and by the time it .ak*s to get the trucks up and down the creek path, Placement cost is about $ 7.50 per ton based on a two-man and two-machine crew, which is as small a crew as one can operate. Based on a 1,500 ton quantity at $ 23.00 per ton, the estimated budget would be ° 34.500.00. A time and material basis would be acceptable also if you would feel more comfortable. Upon rece iviny instruction from you, it will take General one week to process and make delivery. As soon as the aaterial arrives, we can begin placement. The photocopy of Shannon and Wilson's report mentioned a portion of the the stream N 7% grade needing larger rock. I would need to knuw about how many tons of that size rock to hf a dellvered. There Is no price difference, only in sizing. We stand ready to aid you in any way. Thank you, R L A Rill rd L Ali*, fraAidant ec: Qea Rneasr'r at 0taNTaMOTORm v.clMe[ NWKm4 aL-AI-I.7sAR• SHANNON a WILSON,INC. Geolechn,,ar Cap%na MS Er'q'� ",W ano Aool�eo Gepscrorc_s I105 Nnrth 3Bth Street'F O. Box CJ03t 3'Seattle.WA g8103a087.1z'0616J2aD20•Ts4x:aevieo MEMORANDUM pay Tuesday pate 2,1111116 To:.._...Maraond. Collier 6 Made-Livingstone f', Fleld Report Ham 1 d I 4010 Stone Nay North M Scour Rock Recommendations . .. .__ Seattle, WA 98103 Project. Morey Creek Sanitary Sewer Attn. Mr. Frederick Kern, p E, Interceptor This memorandum Is a cnnfirmation of recommendations given to you during meetinge and telephone conversations between you and Mr. Lee Jones and me of Shannon 8 Wilson concerning the replacement of scour protection rock alot.g Money Creek. The r.ck was scoured during the January 18 and 19. 1986 flood event. In certain locations, where the creek gradient was apparently steeper than most of the creek, the sewer Pipe was exposed and floated to the surface. The City of Renton oar wishes to replace the rock which was wasted away. 1t is our understanding that most of the creek Is inclined at a grade of about 3 percent, but that a section of it is 7 percent. The 7 percent interval incurred the most demage during the storm. We recommend that different sized rock be placed for the two differently sloped portions of the creek, as follows: Min. Rock (in.) Avg. Rock (in.) Max. Rock (in.) 3 percent Creek Grade 5 7 12 7 percent Creek Grade 6 12 16 No material could be allowed which is smaller than the minimum site rock. At least 50 percent of the rocks should be greater than the average size and the rocks should be well-graded between the minimum and maximum sizes. The rock should be hard and durable and free of seams and joints. During placement the rock sizes should be uniformly distributed, .uch that there are no pockets of the finer sizes. It should be well-keyed and the final surface should De smooth and pr?Sent a uniform appearance. Reviewed by: lief r> �"-• ��`tos ruaa001. Staff Consultant Engineer V WTL/lkn 'r HAMMOND.COLLIER S WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS 1943.1986—43 3'EARS OF PRCFESSIONAL SE"ICE IOIOSTONE WAY NOR]H Oar,wW[r[ SEATTLE WAStt TON 961036090 CONSULTANTS auaau[W6,TaR..[ TEL:P E 42MI 632 2664 uTwca A„[n,n.xo r[ aM41011N[u.[ I.9OOl0?T2p>Iw[6w OHir1 w[uurco[i[.r[ •Am[Ac+c[6..•[ Aus AII�TTA>ra PO BOx 2967 1. HM1o:P[A.mu1p r[ 9 2 SOUTH MIS510N STREET 1" n ONt6lprnL r�R weNATCNFE VN6NINOTON a66J1 Ch:2r�:~:T'� 1I II •["'<T.�[arvn.aN r:[ TELEPHONE 1309)862-1]E2 February 27, 1986 IEEE. 2 $ Im Mr. Rober' Bergstrom City of Renton Department of Public Works City Hall 200 Mill Avenue South Renton, Washington 98055 Re: R. L. Alia Proposal dated February 24, 1986 Dear Bob: Enclosed is a copy of the R. L. Alia proposal for Honey Creek scour rock restoration. The unit price for rock placement appears to be reasonable and we recommend that the City accept the proposal and authorize the Con- tractor to order rock immediately. Anticipating the proposal will be accepted, I've prepared a letter to ,Joe Robels. Please advise me on how you wish to authorize the work. Sincerely, Frederick G. Kern, P.E. FGK:RIk Fn,:nsure Aswrro =wA-a[ cww•m.R[ HAMMOND.COLLIER H WADE—LIVINGST0NE ASSOCIATES.INC. CONSULTING ENGINEERS +ar a•onr xn„�. .. r . .... •...,.., "f. I .... .ram.. .. .. Mr. Joe Roebels Washington State Departmect of Fisheries General Administration Building Olympia, Washington 98504 Re: Honey Creek Sewer Program Improvements Dear Joe: The January 18, 198E storm caused a good deal of destruction in Honey Creek. Immediate emergency temporary repairs have beer completed to keep the pipeline and road intact. Additional rocking repairs are necessary to keep the pipeline in place and this letter will advise you of the need to make "in stream" and adjacent bank rocking repairs. We request that you send the City an emergency permit to complete the repairs. Please advise on any details you may require. Sincerely, Frederick G. Kern, P.F. FGK:slk cc: Bob Bergstrom . W13-109 Yw�.o ❑tur.� GYw�Cw[< • uwotwowouwo ummn Z u J//� � [BYrPM[Ni wtNiaL • � C7 _ CCNCIrRE P•VINY r/v a C..orn�c�" ,r GENERAL CONTRACTORS gala VMPIpE WIV BOYT, 1 B GTTI E.WABNINBTON !BI IB lava+7221+1,010 February pa, 1986 Hammond Collier G. Wade 4010 Stone Way N Seattle, WA 98103 Re: Re-rockino upper creek area Dear Fred, General's material charge is S 8.00 per ton, barged to West Mar- ginal We,,. Trucking from General's yard to Honey Creek is $ 7.50 per ton. This figure if coverned by the heavy traffic on this route in the morning and evening rush hours, by the fact that only $010 locos can traverse the creek area and by the time it takes to get the trucks up and down the creek path. Placement cost is about 7.50 per ton based on a two-man and two-machine crew, which is as small a crew as one can operate. Based on a 1,500 ton quantity at $ 23,00 per ton, the estimated budget would be 5 34,500.00. A time and material basis would be acceptable also if you would feel more comfortab le. Upon receiving instruction from you, it w;il take General one week to process and make delivery. As soon as the material arrives, we can begin placement, The photocopy of Shannon and Wilson's report mertioned a portion of the the stream i. T grade needing larger rock, 1 would need to know about how many tons of that size rock to have delivered. There is nc price difference, only in sizing, We stand ready to aid you in any way, Thank you, -��-L` R L AI I Company ,!A j J Richard L Alia, ' President 2 74t OONTpACTp R'* UCENS[ NUMBER RL-AL-1'@a2RP SHANNON IS WILSON.INC. Geotechn,ca'cs suoants Engineering am Aml,PC Gecsc;ences 11D5 Norio 381h Streel-P.O. Box G30313-Seattle,WA 98103-9%7•(208)6328020•Telex:4F -T MEMORANDUM Day Tuesday Dete 2/18/86 To:.._.,.N@=Iond, Collier A Wade-Livingstone Field Report D 1 ape of 1 . ......4010 Stone Nay North Scour Rock Recommendations ..._. . Seattle, NA 96103 Project Honey Creek Sanitary Sewer Attn: Mr. Frederick Kern, D.E. Interceptor This memorandum is a confirmation Of recoawendations given to you durirg meetings and telephone conversations between you and Mr, Lee Jones and me of Shannon A Nilson concerning the replacement of scour protection rock along Honey Creek. The rock was scoured during the January 18 and 19, 1986 flood event. In certain locations, where the creek oradient was apparently Steeper than most of the creek, the sewer pipe wes exposed and floated to the surface. The City of Renton now wishes to replace the rock which was wrshed away. It is our understanding that u,St of tht creek is inclined at a grade of about 3 percent, but that a section of it is 7 percent. The 7 percent interval incu' red the most damage during the storm. We recoaxend that different sized rock be played for the two differently sloped portions of the creek, as follows: Min. Rock (in.) Avg. Rock (in.) Max. Rock (in.) 3 Percent Creek Grade 5 7 12 7 Percent Creek Grade 6 12 16 No material should be allow-d which is smaller than the minimum size rock. At least SO percent of the rocks should be greater than the average size and the rocks should be well-graded between the minimum and maximum sizes. The rock should be hard and durable and free of seams and Joints. During placement the rock sizes stiouid be uniformly distributed, such that there are no pockets of the finer sizes. It should be well-keyed and the final surface should be smooth and present • uniform appearance. Reviewed by: -sK I_� "`-� �PNo�'y. O'1'�, Leland — 4i,�r. ki�di v Staff C,n su I tant Engineer � NTL/lkn �1S10NAL By w HAMMOND.COLLIER a WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS IR43 IMA--41 YEARS OF PROFESSIOMAL SERVICE COIO STONE WAr Mp11iw ..IWr•�epe ee SEA+TIE WASwINGTQN 9B103949C CONSULTANTS TI,r�P+�•! TELEWION[�2C116J33�4 a1011i✓�+waeWa +.Nnueµm..R 14OOSa2-7701 IW.s- 1NL.1 atw vmr[cr.a Nne..ns.en.E PO BO.2114T wuant m.r..ec e[ ]O2 SJ.Tw MISSION SM[+ a.•S O lMw:u�, W[IMTCMEG MI.9WNritON p!!OI T"FNQNE�S 'M2178 February ?4., 1986 Mr. Robert L. Bergstrom rngineering _upervisor Public Works Dept. 200 Mill Avenue South Renton, Washington 98055 Re: Honey Creek Flood Repair Dear Bob: As you and I discussed on Tuesday, February 18th, we have requested a budget proposal for upper stream scour rock replacement. We have kept you appraised of progress by memo and letter on the flood damage repair. Enclosed is a surEnary packet of Information through February 24, 1986 that Includes the following: A. Monitoring Diary Sheets. B. List of Memos, Correspondence and Meetings. C. Computations and Field Observations and Measurements. Sincerely, Frederick G. Kern, P.E. FGK/rtf Enclosures P6-58 .Wr.rry GMwnLL �.0..Kw[[ f •�'�Il.Y 1WSPCC77(?N RUNONT t SIiLI:T Or LnI 401LC7 'h �r.,.,<4S DATE =2.b-&Ls i eS,1-• J ',1-.-t�4- WEATHER ptl;t_ldr4_.. . LOU mclN (St:ect-S CONTRACTOR- f CUUII't`4LR7 ----------i:1:rw• `WA"1:!:. -- 9Y — U1'll;1, •S:.L",L Il' NO CI V��r I 1.-;t, PR0GIU:S� S, �;p ChSpTliit4S, PRUII I.I.MS, DISC It LPA vc, CgM1,4CN ms, IiLCO�k7 MBE ti L"7"IyUL°CT(-. ---f t �, wtesyt _� (coc: 1 _-jv .�ti.., z t IA t let. __�'r r w L I/ O� ,I f _JZ:..�._I_BY� 7 TY'v, 4iJ .f.�� tLj,, . � wDS/�� M'• �l Ll. wj 1 es t a eJt l t' U1�ufs I l `5 SKL1_In cl � -s�a�.,--T:.r�.�__13.-r.�_ /III;; t, I 1411, ; - . CC: CI.n:N-1 �pvEe1 (.(1NTIU.CTOR I'll L HAMMOND, COI.I.1r.R S C.'i i •1010 Stone Way Ave. North Sew� tM Vl o JO fans 4v bG F.I�,a s%-. } VMLUKSPECr10N Rlf-marl ', SHUT or �CfOf�CT DATI: 1 - Zy 1 b(o buti�� +rxtisaw wEnrHcr n, '� LOCATit1N ($free!-Station-!Hhvr) T-�'"� �" IC)h All CONTRACI'�R` ROAD �� rolOWAN-' -1 COUIPM eN7 Will u:r O1'I{L'R Ry p — r i m,r -- *SAME If VO CliiuL�;i: iT�>?.• i_'i i-low PROD RLSS, CON CliSnl'IONS. PROOLLWi..� DISCREPANCIES. COMMENTS, I:I:COh1 NILiJ UA17Uf`' Jil ��-��-.� - ✓fit ��.�— !r�`i"ru..¢., .._..- i r s,,h P&1;14As , _ b Ld V "Ale, V inn. C�'�tiyy" _- SACI'CI 11 Ic)1U11 ON RI.'I:I, , ;llk: -.---- — CC: CONTRACTOR I'll C iNPI'r.ITV{I LNC:R RLVllal HAMMOND, COLI.ICR S Wi.i -1010 atoll Way Avc, Nonh • i sIIPEr ___� \CLILNT �+HC DATP. 2- 7 b` IOR NO. WEATHER LOCATIOiJ ISl real-.: .v9nn ,' ' ----_ CONTRACTOR• PORT;MA N• EgUIPMCI37_ CItI:W• �— WAIE.!: _] OY I)?JiLit rt :M II''SA rrLYlrrnDr. -- - . --- ME. OUS DAY _— PROGRESS„CUNVCItSA'1'IONS. PROD EMS. DISCItCPAN CIES, COMMEN IS, RCcn�l n:f. ;.�r•"!�;;,ETC, . --- -- - �.....'ot-� SKI:1'CIII:S S PIIU'I'k I:; ON Itl',VC HSI: SIUC --_- _ _ CC: C NTR G(ltdr'lIhC1'UN 1'11 E INSI'CCl'1Ut RLVII:\1 HANIAIOND. COI.I.ICR S WAI 4010 Slone Wo Ave. n AMMONO.COLLIER A MADE - UVINGSTONE ASSOCIATES ANC s;. I I 1 ��ZII rj)aN+C,t 1 - k4o J U sir N:rtE1e: ca�..a�. r� N;►.RauL� z-o DICa! FIOf wumo.l -IMIs AWROYMATe V;rIIJA-,ro DF7.i $! JYEQ VF SWVR RccK t. BCD�CW1,Hft t"lA- PIPE swL.R -To Di CrE."WE CoJe'2 Z/� JO9 NJ BV {,N(CM SVRIECi pAtF SREFT NO HAMMOND CGEa IERA WADE —LIWNGSTONE ASSOC uiES INC 1,4 fit\ 7400 x�n.� e� c�Ea svB�ai G11[ YYEI ND. MPMMONO.COILIEa 9 WPOE - LWIMGSTOW ASSOCIATL d.., T O tv+c i. Y _a t NCYTL` : Tfi i y¢.,TI•I.J `� 1•aw F'.,i W' �Je�U STRcnI�, FFJM -A,;, GIEAa� .OJT. E:.&•!A'nPNS !.,AiZK 0,4 G.U•I col A'& r TOP JF Po PF_ 1 280y DDE PIKE SEnR(.N TD DE-lCkM,�F- "EA, l/q/yV 1 3 roe nq ar chEcn sue.lEcr oPn OIfR HAMMOND.COLLIER&WADE L IVINGSTONE ASSOCIATES.INC O c 1�1 ��v DvE �IDL SEHkr,H TJ DC i�Rnnl.lb LJJF.rE .} JOB NC Br CH... SUlJECi I DA SNEFi NO S III t:T Or lOJECT CLIENT [ ' _ DATC Z.��I IAcn� ton No. , r LOCATION VA feet-SLviotr 111— 11 — CONTRACTOR• WOAD I'0111WAN• EVUI PIAM P _ ._r,It1:W' _-- 1VA'II:11 BY- 7 t11'Hlai C; _ RA DE ---- -- ----_.--- - •SAME II' NO Clii•KGC Ilir)K-1 7N—Tv IOUS :)A'i PROGRESS, CONVC1I-tSA'1'I,�NS, PROBLEMS D'SCHEPANCIES, CO AiMEN I�. HC..;.�A1MLtJ DATIOt,3 Aw IL • iL_- �i-Yr�,�*s.� 9-tyo ( Sze- y T 2ti k-e i---='S,k v" yn- _rco�diC__�e�17ti.,. t ---------- Y. '. -n.�. ,,I1_�•rw Dozes ruunr.; UN Iel;vlatsl: snn - ----- CC; CL1':N I' CONTRAC I olt - c I-ll I; I N51'Lt-1",I ------�__LNCR RLVI13\ HAMMOND• COLLIER S V.AJ 5 Ill:LT—O!, 40jECT S61 CLIENT. WEATHER DAIJ E Ion NO LOCATION (St IRIJAAN 7�,,Jmr-j PROGRESS NVERSATIONS ppolq CMS,�DISCREPANCIES UO—MMUNI-S. oTE—C-Oh1NlNj)Ajl()N, --Ac .rK, CC: CLIENT —42 CONTRACT n �D I'l I L INS, t t�v �C NCR RLVIiAN HAMMOND. m Avale Avc- Nnh LIST OF MEMOS, CORRESPONDENCE AND MEETINGS u 1/12"86. HCN-L-FGK Lotter to Scott, Re: Flood Repair. 0 1/22/86. MCW-L-FGK Letter to Alia, Re: Flood Repair. 0 1/23/86. MCW-L-FGK Letter to Bob Bergstrom, Re: Final Inspection and Flood Report. 0 1/28/86, HCW-L-FGK Letter t0 Bob Bergstrom, Re: Scott Force Accour:t. 0 2/3/86, HCW-L-FGK Letter to Bob Bergstrom, Re: Finalizing Alia Contract. 0 2/7/86, HCW-L-FGK Telephone Call to Bob Bergstrom, Re: Progress. 0 2/10/86, Alia Letter to FGK, Re: Test Pits Force Account. 0 2/10/86, Dig Test Pits. 0 2/11/86, Alia Letter to FGK, Re: Charges for Period 1/21/86 through 1/31/86. 0 2/11/86, Fred K. , Mike G., Dale E. Met with Bill Laprade and Lee Jones to Review Rock Gradation and Quality. 0 2/14/86. HCN-L-FGK (Memo Transmittal) to Bob Bergstrom, Re: Force Account and Phase 1 Change Order Work. 0 2/18/8b, HCW-L-FGK Letter to Bub Bergstrom, Re: Pay Recommendation for Alia Flood Force Account. 0 2/21/86, RFP from FGK to Alia, Re: Upper Stream Rock Replacement. u 2/28/86, Proposed Notification to be sent to Joe Robels after negoti- ating upper creek work with R.L. Alia. P6-Sd HAMMOND.COL'JER 4 WADE—LIVINGSTONE ASSOCIATES INC CONSULTING ENGINEERS 1043 IM6—43 vUR5 OF PROFESSIONAL SE KE A 10STONE'AT Np . w...ttoa n SEATTLc*As IMITOft"l03aaao CONSl1liANTS TtLEf Ii '932aI oac�ra..+rwa.[ gANp[.y a.s.r.A.a IaOD662.TTOT+N.s. •tw[t c+mw.[ o[r a..oa[wA.a AB{ty1rAP.t PO 60X 2SS7 ylpc[u.vtS.[ ]D3 SCt1..W 5ypry STgEET oV10 PONI.fit RENATC MAWN TON Wp1 WMt,kM4.MRt TELEN NE16 Iss2IT62 N(WL:Y ..F:.ILr JPNL4A` 1r„ 1,,i, „ORM DAMAGE ASSESSMENT CALCULATION ABSTRACT After field reviewing damage on Tuesday, January 21. 1986, we prepared additional scour rock calculations assuming diftLrent roughness characteristics. We als reviewed the steeper slope encountered where pipe had eroded. Original alignment desi i had bypassed this stepper sector of stream. Thus, original design calculations did not cover the steeper gradient where cover was washed away. We next field measured cross-sectional area of strealz flow and velocity on January 31, 1986 and February 1, 1986. The field measurements were used to compute actual stream roughness "n". The computed "n" closely matched "n" selected for initial design calculations. We concluded the design was accurate. in.ro �a...0 nnw•r„[[ Even with adequate design, eddies and unusual localized velc•.ity scour have created erosion adjacent to the pipe trench. Thus, pipe trench is being laterally eroded as soft area. Beyond the trench is washed. Re-rocking sectors of the entire stream bed is considered appropriate. Shannon 8 Wilson reconmended use of a uniform (one size) rock (see mer.K� on sizing). wi3-li3 NSMMOND COILIEF{W40E - EIVIMGSTOME A4SMaTli.MC. CAt- C ell r'1 Lo511?r rrr'rylf 'H`AR:'fv,•fre _- t(,G,/�ti y.r>s �eY1/cr!x • • GS G1`2r. - r�i9T�/f1/Z GNrtNnL - IN5 /gxfe 7. aSsar�t p. o3�/ cfs tnix�. 7gfrnc�t7 �'.r�sMaJ�y�r1+s �6•� �, �o ro ,r /"a Cdro� is ry w,o r A;n G fry ©h , . C3S(/bL� = 5.r/? 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Cal as V .xi o W � Ooi W oP c Y os o} no 010 ` ea of of 0 w � - J Soo 0.0 \. \ CPo 00 0 C _ f0 of 11 u y o OF I ..a—� .... o q p )7YDSaN$ �" v � � b '. .:•. � �e o o V o Q o 6 CHANNEL CHART 2 / b - l0 FL 1 yb �y o'Z • /rr-��p � >n-f/,•y, so�.� •,� -�9 ti-or t see�y . <o/ , ,, lot a(0t/J500 Sy7Cx72 T'.7j a�7 Of/ _ e!2 '� 5>.'+ .::J.::.% �7 sow 1 ? ¢ yo e e e p e ~ e p i u u a n Y ♦ ♦ ♦ `r 2 a a a 0 o soo o eoe e e a e e e ' Tl roroao Poo, i:r' '•—•-Y )7 r-- tale o f� � - �� Y�.i' �� . .. i,' ar I iJOJ e4 /r 119.110 IO 1 rr Irlo er r nY�� ;f �c1� �t'4 f/ r11 � �{I 7 5/ '•7NNygI N/ cl N 1t I 1 fr atir.r-+f 1.►q�f�/ 1. j1 �` ��.' r� y�1 I--e,'—'I r jcs .i 0.: � -•7NNr..i� r w� �' - /` tiv jJr v1 O o .� OAF,�JJII3 C''"T3n�9 W •0 0 � a >��u�ti'cea � � c o 0 o eo 0 0 �vog8 F 3 0 8n S o `oaoe o0o a y o o_,R n Q3dw1r��{1S �ny� a OOOGO Owe .'rr $ 0 rn LM. !1rrON 1N( t •r 1rrU,� : s:ny�af —wafau�ip a•�oa NA: MOND.COLLIER A WAGE - LIVINGSTONE ASSOCIATES,INC. P,ow, N: Y c'.tYE.e yr: r r r r o, woe Aw y 74?' , t7t)r(.: >i:' w/^/f 5TA %C�+oJ F�Or, f9m1 Gh'E D ��.rru,X.liy 1010e, 7E/ 6.6 rPSs h Ja 2 zzSF _ ,� z ah � 1,F ' L� ` = �+, • Z�,` � 2 21,sfbEc � � ATS'?TE L�oSE b �• � v` I� A 2.5rz;�03,1 !.$ . . . . . . . '40 •I�; [:n;�tHrE .F�rt o," /GbyR r.L-J _ ' J .," JOB ND Pv CNF�.A SUBJECT DATB MEET MO 1 j , I i i p pF lot ; oSJ l 111 'r pf mb Vol pOsf pp a } I` pp ac• � .V 1 1 ��oof Or I oz W or FF � `Foeo Vol yy 1\ pro DID ap _1 Yd� �� urOOO }.�• V{� 1 Of0 pf a -b pqfro J! D y Or A` O0 GF , 11 N FO fro of g� fr0 1 ; , 1 'J DZ0 III.)00 TJA CHANNEL CHART r p / b - 8FT a a fn %r% u nG v v „ 6 n! 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A9v& e E!c✓ry srfop cp ec 1 t,o Firms 1xY ".(----�- thy, >. �•O S($,a) s. : Y• •..4,a.ng c $.o Fll ire CNECA 9U�JECT �— DATE SNEEI ND HAMMOND COLLIER A WADE - LIVINGSTONE ASSOCIATES INC tr .,1 43/ rk! yr ' • OFFo� j,�„ • �.ca is a) G�6 y 14 G'Kt'CA �� CifAi'✓NE c �TTR� `, / 5 - 3.7 Yei pErA,4 6 Q� �.os L3y)s G,zG 1; . a.fr7 Z. Z'9 �irclAC lifcL 7T-7 Na. L iy.4170N Aeovr A5* Cie-XN J-ei'7 n✓ ejW*f {-Y(A77IA Z:rtrvrnnrN - 3.9 Ft ✓,YrAt4C.t _ /Zl ft the si.DM It :3. ZZy SUB NU I I, (YECF -i Nn.. DATE SnEF i N� MARC y 1�lamt," rt; �1�6��\ 11 \��\►�iM\ it �,w�a►?r'i��iANINVOW" ■ ur.►��larr+gMm�.u►h, ��twcw�►;�'S��'�.WN►IN I .ki�,.IaWlu..,. ■� 1 � fit'\\1Q1t1�: , N\�` \.Y\1►1r\► i. • I 4. Ir can.] 1-5 Ittl rt or! e � wa P i t N j aN r � `, 4` L t ♦�ao 020 f.. i N Br� \`l >'ef �l]90]7A i)IIMM 8 n � $ g •. ..•_ f _ V b CHANNEL CHART b • 6FT yI/Z N+MMOND.COLLIE+&WADE - LIVINGS ONE+SS:CIATES INC Pr O)w rY i •��.� }� 1. $� 5/ ✓�G .�' W1Oc (�y,.«•�Fe.. BO R'o M. N.r''EeF�rr�f�h S� 3.Zy ✓Lf �kO+E+ YItF!' a�J/I •y.� Q,C3 rl .'Z..+�' ff'S s '.:'.N.'F:• D41E 9NEEi Np 77T r wa a .w"• -Nw Ns� ; -. rrxr n :ter•.. • `:.rat. 9. rrw, Ks K�CNe ,p Mr •1 , � w r •.R.� K I. � .w Mf �' 011 � \ �e r1• • It w• 4,a N Y I It-no yM f ! N9 . N N• IJ K.rr, i ' P w i 1 � � . ..ti 1t,• 9a � c o.• . .. •. two N' Y aar.X'JA. w CHANNEL CHART P:/ b • 3FT. �'At NAMMOMO,COLLIER•WAOE - LIVINGSTONE ASSOCIATES.INC Ownl Project /�CAi✓L TS FsnNw rFp /N A,JJ'f• ew .k" O. OS �o D O�'> �'Pr1� T/rC' NC9!/l �iELj' fXA/�/iNr 77C^J i►� li vu. cF -r;+,y s sv. ✓;i aF M -n - 49,o4 iO� If !G r=r- Ci�F,v�vtL JEE f/rri►�H x-,0 /401"ie l fle- p/fr �/ /0' B•z firms Ae .tAldGAfak ✓Ak; <c k �rn�st�✓„{�c.t/y r�5f SL"/a �e 6re I . xNi NO B� C�kG .• SURIEit G�if SNfCi NG �nfr L vQW`JS/ �tao 010 069 W a.a 060 CT0 APO 1 20 00 V it JS•N .. -. .. � .. .fee o cHAHH£C CHART 24 b • 6FT. \ � 4 OIf y z `\ I I nio,,G I � 1� ' �• u�ro0r os � I f Vireo/ I v�o al 1 i 11 , � t •ovo I X a.0 � 1 _` •-'.ram ,i� � �A tK0 C LO w D \ , y I• 1410 .JIO s20 Iz Irr„i l . . 111 5s' I7ros 1--- CHANNEL CHART 2 / b /O FT r o b yy � i U , SAyJa/ —.i 9fDw D�lJ a'�'G.d }� 'J - w V••AI'��MVY��V.[.. �yy ....^!��.�1^.ww� ...�.r.y N'R�..�T' 26 I.: 26 Li-4 21 i r N 20 b 12 10 y . ' I u 9 J �� __ For Stone Morning > 165 LNY. Per Cu. ft. B I ' x It Algtee f,m Room of SuecoNNittee on Sloo< Protection, A.• Sot. C."I 2 � ih i Enpi neen Prot. June 19Yg o I 0 ! 3 x 5 1 EQUIVALENT SPHf AIUL OuwFT(R Of STONE, IN FEET Qf I 001 greater tnen) 512E OF STONE THAT WI LL RESIST DISPLACEMENT Ef FOR VARIOUS VELOCITIES AND SLOPES �+1 V pf -r FIGURE 4-6 a_ i N � I �`6NTp�/ NOrK� ClffE/K� iPS' ri � ' xl � 1 � e E r t r a,S y.z i • • COPY NAMMONO.COLLIER 1 WAOE—LIVINGbTONE ASSOCIATES.INC. [ CONSULTING ENGMEERS Me- ci 'EAR$Or eI-: U .010STO WAV KOR. MATTLE WALM TON W1015D90 C,YtSULTANIb TELEPNOyE 4206)E32,l GA ZedM.wwfWr,rt t00OS531707 ,RM dN,ItCw[il.( .a.v . ♦ PO ROT 9"7 SOYTN,MSws STRCET •f ltlRwK.,e WEw!C„El:WASHING LtNt 9Rpp`. -.vw -.[cmu,w e,> rE tcswl)HE t509t W61 tvf.2 !- - __ February 21, 19F6 Mr. Rick Alia FEB 2 4 1W R. L. Alia Company 9215 Empire Nay South Seattle, Washington 96118 Dear Rick: As discussed or, several occasions, the upper creek requires rocking to replace scour rock lost during the January 18, 1986 storm. The rock gradation sample that General prepared for us 10OKs reasonable, based on Bill LaPrade's field measurement. General's Quarry Superinten- dent, Hugh, showed us a rock face he proposed to use. This rock appeared to be generally sound to Bill and me. From initial conversations you had with General, the cosy of materials appeared competitive with other pits. If a satisfactory price can be negotiated by you with General, then we believe it is in the City of Renton's best into rest to obtain rock from selected areas of General's pit. 1E General' price is toe high, there are other pits we can further ezplorr coat provide sound rock of reasonable gradation. Please prepare a budget estimate to rock 1,300t lineal feet of creek based on the fallowing: 0 We estimate a yardage requirement of 900 cubic yards to re-pave a dished bottom. This translates to a tonnage figure in thv range of 1,300 tons, which is close to a barge load. Assuming some additional rock is required, we suggest a tonnage of 1,500 be used for budgeting. 0 Careful use of rock is necessary Lc assure we can maintain a reasonable tonnage. The operation then will be one of contig- uously checking yield to make the budgeted quantity work. sn..o Darr[[ OPewrc+We Mr. Rick Alia February 21, 1985 Page Two After you have prepared an estimate, we will review the budget estimate with Bob Bergstrom and advise you of a go-ahead. We are enclosing a copy of a recommendation on size from Shannon 8 Wilson to use in discussing price with quarries (General and perhaps the Monroe Industrial Quarry). You should also make clear to the quarry that a Shannon 6 Wilson staff representative will inspect the rock for proper size and soundness after the product is prepared and ready for transport. we all are anxious to get this work done soon. As before, anything you can do to expedite your proposal (and work, if the proposal is accepted) will be appreciated. Sincerely, Frederick G. Kern, P.E. FGK/rtf cc:.4ob Bergstrom W13-105 HAMMOND.COLLIER Q WADE--LIVINGSTONE ASSOCIATES,INC. CONSULTING ENGINEERS IY43-I11186—43 TEARS Of PROFESSIONAL SERVICE 40105TONE*AV NORT14 ,AM,r[ SEATTLE WA{MINGTON 96109H CONSULTANTS W"ICt.Wgt,o"[n[ TELEPHONE l2O61632 2664 uo4uswwgND�[ MwWLL D MLM(IA�[. n,kMwd4wLw,E[ I'SQ?6621107IWAs.DhL v1 NGLuuA[pL4A,[ G[w[cERxYCKs n( s[4rtFTAD A( PO BGA 2S67 .D[sv"Av n[ b2 SOUTH MISSION STREET LALI u CW[ML r[L. WENATCHEE WASH 4GTON"W$ �.(NN[["L RTYDTnN A[S TEL EPII(TNE SOSI 6621162 February 18, 1986 Mr. Bob Bergstrom City of Renton Dept. of Public Works City Hall, 200 Mill Ave. Renton, Washington 98055 Re: Honey Creek Sewer System January 18, 1986 Flood Damage Repair (Force Document Work) HCW-L No. 2850 Dear Bob: Force account charges in the amount of $17,141.11, inclusive of WSST, have been requested by R.L. Alia Company for work completed through January 31, 1986. One day's labor on Saturday, February 1, 1986 was not charged for by the contractor. The February 1st date entailed an attempt at line plugging and some hand exca,ation reconnaissance. Also, please note standby time credits or discounts noted in R.L. Alia's letter of February 11, 1986. The hours noted for equipment and manpower and weight tickets are reason- able and accurate. Rental rates for equipment are from the Rental Rate "Blue Book". We recommend payment in the amount of $17,141.11 be made to R.L. Alia Compary. Sincerely, Frederick G. Kern, P.E. FGK/rtf Enclosures: Summary of Work and Documentation of Time and Materials by R.L.Alia Co. Z W13-92 .11ro DISAIL[ QAEw1x[ R.L. COMPANY M NYmo 9215 M L.King Way Sa SEATTLE,WAWASHINGTON 96118 Con* Lic.No. RL-AL-1-262KP ' (M 7�00 TO 0-77 4C /PE1v7s.N DAT -/e-eL, moo 'r"' 'A� r , B � A-A / ' �O/sew' ne,.y Rr'Lsai, �✓f ��JSJ l'-rMew!y [4sXA lA.71C ,�i F /� Ad:.rrz .Bj f+erb .rFry , P�47sE wee T.rE S..va. DMF 7::;�C'. O[a Aiwewl.rw J.a T7c ub/Jc A.F - ,56.oFy C:tESK- 1-C- rw, ,uar /"cf+ttE Ci4c.c . IL L wIR CUMM INVOICE 83Wlu owmam MS ewwa a"um a Wig , , $c 1956 M r feNwry 11, Id6J al.. City of Ilr ntm dwxy creek r'nyse 11 Flood taw.ya, u rqe y York MIA Bl lllny for work as detailed S 15,656.7T Sale$ tra i Tutal ,ut : II,IS1,11 Y�V-Sam �aailtM'.:�ai • • ..u.wo.RuwR unuT,ca Company LRw,eNaNr aaNr.a /� cuNc.ara e.v�Ne k• • A'a OCIVERAL CONTRACTORS eaie L.Pm1 YT wT G,,1. •UTTL(. WAS NINQTON •ai,a .w 4064 7224e00 February II, 1986 Namniord, Collier 6 Made 4010 $tone Nay N Seattle, NA 98103 At: Honey Creek Pha_e II - Flood Damage, Emergency Work Dear Fred, Please find enclosed our billing and related worksheets for the emergency work Performed at Honey Creek. The amount cones to $ 17.141,11 including sales tax. Please note that we have given a discount for items at no charge, and actual items that at been deducted. Thls amount exceeds $ 1.400.00 belute sales tax and does not take into account our hourly bod ly harm premium. As was discussed between you and Nick, the full a count an be Paid through bid items of your choice ur as a separate change order as detailed. It you have any qucsti ons, please Lail. Thank you, A L Alit Company / / r C;4. /-. -� Gary 3 Pankiewiu, Accountant Fred, Can you give us an idea of about when we can expeLt Payment for this? Thanks. CONTO^CTORa L�CLNee NUMQER RL-LI"262xn /N•wY f'Iff,lC n � l Sfrr-ew:v, 44,r1 4�w �! 3 lY ;yf- t zx'7 yY •� L�I�1Vf'DT Akv�a. vYfiJ6f 4 . .L �u3331 P /44r/rrY p/inni� Y r /f M.,+r,f_ A,gr'v,:r l� y i�.• ray 3i J (vf10 , ^2cut A4e,Y. 8 a t JK= 9a tc � 3,Jlx.a h 7a�. nN 6YSc4 { ;d-Jid3 �. 6120 Gf/Kw..•I FIX DGd 46 = /./f wfF, >< //30% l izq s+ (�Mr �� •� vvvv ry I.r..iil YYY I v v 2J ✓ 37 /.4 PAfrt x /onAq- ' .a; n rf.r A/M Yl"F r, NJY/ f a� I"45 1 y�' •G J/Y/ /ff Alal.._._ elr _ i 9^ Q�� tiIr L /Iee•nM �fk 1�=�/ /•2 r //S�, n' 7A.atc yk xy x_'' "s, Fw.rw..vf 7wa.,�cx- ljk /7t' :;91p { I lip.% / 1 k:i"oa 00 ALIA,INC. R.L.ALIA 00.E 9715 tmpin War So -Snnlf.W. 9e11a oma• n i ni 1 L 'aaen'a Signature L !ID ITEMS oic — - 'kwan'a Nagle Mou ra Amount - Tocal Incoee Materials: L _ Bid Itemf: Oper. Standby �J'Pany Equipaent Mou rs Hours COMMENTS;_ i Dor 'AL EQUIPMENT Enuipment Materials -.-- -__. __ Overhead -- Profit or Loss d LL.AW0j Inp:+way$a..S"I"o.wa.NI t e Foraman Signature re 8 • n t ni t r—o-ect�— — BID ITEMS _ Morkwen's Maws Hours Aa4unt Total Incom Nat•riala r• -- - _� Bid haws• � r- Trc4�T Cawpany Fauipwa�t OVar. Standby NW rs Hours OMM NTS• AENTAI EtXIt MENT abor Env iPwlnt Materials DV erhaad ►rout or Loss • H I S smyM'W ey>•..w�. Foremen�s S!gnetlinc ure IMUIXunit i I ? , _ --- - !ID ITEMS Project Workmen Xaeu Yours Am mt —.--_ f' 1 ,��..! Total Income MeteI e1S• - eld 1 esn r T • Oper. Standby Company Equipment Hours Hours COMMENTS; ac bor 4ENTAL EQUIPMENT ._ Not* I&IS Overheed Prof l t or Loss wa a,In'. R.1.AUA CO. e7IS&v*"W.y Se.-S.snk,W..9611a For ton's SIV*turra. — — gims"tity unit Pi uo ITEMSLa — ►roject —_— Ut Yorkwa,'s Naves Hours Awount Total I ncdr —� CI Materials; e:a Iea1s• Oper. Standby Company EQuipwant Nou rs Hours OM1404TS- yr�.� 4 _—rs•...� .,e..-- ,ice.,__� �TC� abor_ RENTAL EQUIPMENT Enui .rent _ w'reie C. _ Overhead Profit or !.nss VI.ALIAt INC. R.L.ALIA CO 9215 Empire War So,.Soanla.W. 9411a NanNn'S Signature Prggr ,�.11dlS, f lSa �..101 laS• — .. • .... AZZ 810 ITEMS 00 --- xkmen's Nava Hours Mount _--- -- / 4 Total Intone — M1Ceria la• V Bid Item • "- 1p —__-- <-reArr'It;t _ I Oper q4out� " nmpony Equipment Hours :OrWENTS• abor ,NTAL EQJIPNENT Enu' nt 4WAL Materials --- _ Overhead -- Profit or Loss 0.R.At1A,INC. RA.. %;0. 9215 Empire Way Ss.•iesMe.We.9EI IE Income: ns lIn t1 orsmen's Signature Vx,arass-, --X 1/ $1O ITEMS 'rojsct fir .. t _ .lorkmsn's NseN Mou rs Amount Total IMOM . . ['. _. A 14t a rIaIs• __'__�,• ` t __ Eid Items: Opt Standby company Equipment Hours Nou rs 'OMMENTS: t �_✓ .Lower.^.•t)�- r—_j i bor RENTAL EQUIPMENT Enji ment 1 j .._ _, M.,•srisls _ _ Ovsrhead i 0.R.ALIA,INC. R.L.ALIA CO. 971s S,npin Way So •Saanle.Wa.181 is coma: [Ouantitvl Unit orl` corwmn's Slynstnre -- 21,20.cw-, BID ITEMS 'rojsct VorksMOs Name Noers Mount Total Incoas ' Mstsrlsls• Bid ItWno t � Oper, Standty Company EOuip"nt Now rs Hours OMMENTS_ ev �s a � bor NtNTaI EQUI PNEMT Enui meet Maurials .j ___ Ovarhaad • e &j inousTRkRL - 0HYNCE suppLY cnmpnnv } SLATTit-kE b1A Ytdt,,,• • P4EWEIW xbNfM.E10 PIK'MER CRIPI TO YOLIII ACCOLNL Rf V(RkFEIENC!Illl{CU6 T ZltG—/A:"44 '•11 IOD1[R MUWER RIIN RNWlII WROwBI RINYrI{{R O— W'IIVEAp�O s 1 � 111 ��Ill N ��•d. I r, i f nr h i l 114 W,a� 1 W 11_I 1 fat L T CU>I U W N NUMbt H 0 orb.IT - - _ �W�MlIMQ WT! '11NVOfiE DwTE TIERMG � � - a,��cu,' •f^Rsry itl♦ 'Cn0[w rv1 1 i..� 7 - e:+� :•i {i Ir,ll ytiv kA !,_''S� ItNI kk lNktMrG YIh4 ND b INh iUN'rl'.a . 1>e.' I(( • ININUL.E LiNt 114R 1 1 M+ YYDN 1 CqR pW,uum A,, lws R Acwu, M,w,•I�_q Cbtl{w of m PwW m full DY 1 .�. UPTO 7Y►ER MONTH LATE PAYMENT PENAL'i Y ON PAST DUE ACCOUNTs RYUMANCEMPIr p a exr�a��s� INVOICE MIX ILWMA WMLM Ani"Ill A&li l %D* 1236 DATE January 31, Ins A L Ali4 Company 971S N L King way S Seattle, I%A '>d118 Wt 10th 33 Hours Solo $ 54,81/Hr ' g 1,808.73 7oU1 due g 1.808.73 � I • I 1 I Noyaw TTT +'► __ So LO 7sG -- a...l a T� 4• �Jl_' H• IYIr.... • fA1bI�Ky YM MI.N CI yul ♦:In 1. ••. ...r. . VNMI b lyn 11'.n pgKl n nKW4Y InIN1Y 1 I\[V.nyv�1Y• N..I...yp��•� _ I� CIWMMWIM MMII CI Y1.nVM'NNI.N�nO MY Ol lnn4 Y..I M1..KCV.IIM 1 I K. r Mw.�I Mn MN.�My.� •�I�la M.� S W..i♦ (V•O� .lae .lug..IKn Iti lyn 1M1 pYIKI I I•tK.yY Inb��q `I� Ltil� M♦YIti Y.MKIM Ii.i.b�wwl�Y.WItK U.•q.ym Kl py.tM K<GUI` 1• L� ` 6. O R.xw rti ,CM Npn. _ CnrpY Ow A M pn,n W„r mon,n�Ww.u.y up o,wuRu.:.,�,� - ��on.n•.J.p w r.w.,aw xcuunU R. EN7-ciePR scs No 49388 PKE „R. Pp r - - . .,,m.. �` C.Y�1w A.rrpM.,Ru.n Mia+rw.r.mu..o4Wry ! .. a,.w�aRx. --- - -------- ---- -- -- - -- - ----------- --n . --� NORTH LAKE TRUCKING,INC. 1649 . Tnck No. - I TrNeL CNY9»: •(.,�A�'j 1[ MONE 481 9117 VIGNTS.4in-1110 Try NYv. SW T.t 7 r1�/� 3��'�' TnKY Nalloun: 5- (J .'AdY CMr n: -i[YwyG,�. Ssoa� rldlNrNWn: �. � TotY CN. » r c owo 7ZC t/' e • er11,M�FC•.a L j. 1pU Numew • •.y1. 'e Stop: LuKR. DOwmil•y'. �f �P.ypn'. r Wtw�Y f,om TY Np.Loq Noun y .o r .Y: OY: T:W MIIMf_ TmY 4W OM MI ... 0Tq+.nR Gp . — • squ[un o1 tnn n` ,nv�o.r11 a mnwY7 rw nptiO d op.,nM1111 ro,+1 t�i/poiac A Iru�Y,n1w»1 Y 17 pp my1S11 will e.iaw(Ae an Y1 or nr cw�n CN9»Ylw tY.M t�UoltM+.onM ldbwA'ys`N�.b�lrr� I • - w i a an Y1A AA fik CONTRACTOR/SUBCONTRACTOR Q REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT Month: 7*11 Year: r(. .ti be aubmitted to the City's Project ,r Goals and Timetables as comoutted Engineer during the let week of following , �� in Contractor's Affirmative month while contract is in progress. Prime Action Plan 1 wntractor is responsible for obtaining and :,td+mittir, all Subcontractor Re rt . or per City's Plan 9.1 To: lemmm eN lecetion se Oeqjl/aare As, eyt 1 From: (Mr wl lecmiiw ee etisamaterl cc ,Rn ,20a A q. c, 4"A Gn.n/Aey . ao n' a .r S. GD/S .n. L� 0-4 Way f Reano�, L✓A 9losr this report is required by Executive Order 1124o, action O3. allure to reporesult in sanctions which include suspension, termination, cancellations or debagent of ,ontract, 2. 3. 4 ! 5. 6. -In— total tal Work Ncucm of Employment (See footnote) rit nun0ee lumbe, a. o. e . N/h or or or C laeeiminurit Employ. Ne m- Asian/ .oual company'm Name (I.D.1 Trade tlona Tots black anit Ina lam heVae er- total Ensloy- bee p LLnn ale w,Rt eem A 4eI C Y /(. L AL�4 Ci rn/ m9r A ea Tr w,max 3 0 A /4 4 L4*1w1'r 'rN.0 7/r r Tr c AD _ Tr C A Tr A Tr Ap rr Tr AD Tr 132'1 1 J.1G Tr 7• Company Cf tl olU'm tg na sire an a d, Cate Slknea Tele ph ene `m eE r (Include Area Code) w9nu v. 11/77 (*Males G Fesales, --Minorities i Non-minorities) d•r•I tt al Rermlrementc F Ci t I-, r' _,1 - 'Tietetah l-•;) Page _/ 0t r CONTRACTOR/SUYCO CTOR MONTHLY MANPOWER UTILIZATION REPORT Jam, RtPONTiN1: PERfOU Month: Fc5 Year: Pc. Tu 0e e d to t tYtv'e Protect Goals and Timetables as coeautted Rnylnear during uiing the Jet let week of tot lotnrq tAIV in Contractor's Affirsetive 'aunth Mlle contract 1s in Progress. Prim Action Plan Contractor is responsible for obtaining and all co -t0 r-v ar per City's Plan 9.1 To: (Las wA leeestft at oeeettesaa .0 4 fees.1 Fros: (me, me l•eestes st esseamaa) r .s Kawr.t+J R G A-* too .n... qPs S hetrrt A/A 9/OST TiIS T K.aa See'Tlr W4 s report a pgulr y Esecut e-]vs r r 1246. oation .03. ailure to report can exult in sanctions wh ICh Include suspension„ teminats0n, cancellations or debarsent of contract. t 1. 3. •. R �. s. aim_ total total Ib ra Noun of 6sPloyeant (Sn footrotel rill noebar b,r or lice. Nis- ". Asian/ 041 aimrit tbyby. Gobpbrys as" (Lp.) TnOe Tote elaca Loral Ea La us t lone Panic tWlen tae Vie Pe- P r- .alena ele v? •ea 94 A' t A..A �evlr„p �•. . e a Tr x :S z "". t TAD T- 7N/1 yPEP 7- c c o 4FAff NO 1 E o.z C z ' a Tr *beery 0 Ala 's by vr• • pats Slaty* ,L/.., 9. Te spNorrmt=") • ' �- ?� � (Iasi'" (LW� 711-µ fog ev. 11/77 (*NUM a run"", ••Is]mrttim a Nan-sinocitieal r"•hwirl al Rr... 4 Ntv'� rnnla^fi ne•tM n.a Pap / of . '"p Te il1J 1pW CONTRACTOR/SU DCONTRACT JR t -� - REPORTING PERIOD MONTHLY MANPOIIEII UTILIZATION REPORT Month: F,g Year: Y, To be suboti tted to the City's Pzoyect Goals and Timetables as com fitted Lnyineer during the Set Weak of following in Contractor's Affirmative Month while contract is in progress. Pri ) Act ion Plan { contractor is responsible foz oqt dining aid bltbaatt nq all ilbcontrtcto c ,�. dr per City's Plan _9_.1 { To Lams seed Imattom of GaWisaee Ages, soet.i From: (ease me &.aim or mistroaswl_ — nw•n� R A�.+ ..+a - t�'satreu WA ",2s-T Sse+rLa µ/A 5ri/,r 11iis report is required by aecutfive r er 1 _ectiun 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarsent of contract. t. S. ♦. g S. 6. no Yetol tel York Xcure or Employment (Sir fooirotel rlty number Numb., r! Clmoei e. ea- . tot nr mtnorit 8mpbr flea- • X1e- er. Asian/ Total total Conpmny'e acme (1.D.) 'rode [lone to•.a 8lec„ panne n!:eT AeVle !Ai F.v!T eeslor- eae Ie3an0 ..ale e C 49 g a er _ LIuA wTOq.y •- AD > .." Tr .i— f_ Tr Ap Tr C Tr C _ A T C Tr Au AD f J Tr �mpery Cf rt old l'e , Lane vre an a ;ate 'i)Fred 9 e epnoN Auaaer (Inelmee area code) Nv. 11/77 (*Pala i rmmalaa, " ino[itias G Non-minoritres; -..t.-i•ttl Pw.mtroment. c ^i r,,. . - Page of �G..a.s-�i..�,c.-.tom sro._ .�,� ,.�y..rt�.h� .u�s� ��, �...,�,�-ram HAMMOND.COLLIER A WAGE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS IQA3%965—42 YEARS Or iROiESSICNAL SERVICE c(d,D(+,Mrpa r( AOI O STp1[w(v NORTu SEA T p E. HONE NGTON 9 BOBJ 10J n(w[mL[cwf�p+.Lf TELEPHONE QOaI E322544 W.C(uvMSTyR.n( LSCD 5627 707 IWnsw AMM.L D.Alw(Ln r[ r0 px 29157 .s+.[:s•.D rt 302 SOUTH MMSION STREET +rr0.D[uvyp r( WENATCHEE.WASMINCTON p , TELErHONE 130 "2 n52 January 23, 1986 Mr. Robert E. Bergstrom P.E. Engineering Supervisor Public Works Department City of Renton City Hall, 200 Mill Avenue South Renton, Washington 98055 Re: T. V. Monitoring and Extraordinary Flood Clean-up Dear Bob: Report the items of clean-up, Friday, January 17, 1986, Mike Giseburt and I walked Honey Creek Road and then lamped the Union Avenue and N. E. llth Place sewers. Both sewers appeared good with no noted deficiencies in the manholes. There was a small amount of mud and grit in the manholes which 1 asked Rick Alia to flush out; and, he will do this. o I inspected the existing manhole that houses the mud valve; and this manhole has such a long neck it's very difficult to get out of. The top of this manhole should be rebuilt or it will be an access problem for maintenance. Rick gave me an articulated key which I delivered to Gary Morrison Tuesday. 0 The pigging operation finally got under way about 2:30 p.m, and it was too late for Gary to witness the operation because of other appointments. The soft pig remained intact through the whole pipe run; and, there was very little debris pushed out. The pigging procedure involved: inserting the soft pig at the entrance to the 6' pump station wet well; installing and blocking a plug; and then applying air pressure through the plug, to push Lire pig upstream. The pig was retrieved at the first manhole in Ur, on. Instructions for the procedure will be prepared for Gary. The used pig and a new unit were given to Gary Tuesday. We believe the pigging operation results (intact pig) indicate the pipe is satisfactory. I asked Rick if he wool' assist with one gravity pig operation and he agreed to do this at a later date. 0 On our Friday creek walk, several areas of the stream showed evidence of potential scour. One area is upstream from the Mr. Robert E. Bergstrom, P.E. Engineering Supervisor January 23, 1986 Page 2 most upstream bridge and the other downstream from the next bridge downstream. [ discusSRd trase areas with Rick and he was to armor them Monday. (eierire IAe ghr-m . Regarding our site visit Tuesday, January 21, after the record rainfall, here is a summary of field observations and instructions issued to the contractors: 1. At the pump station, the existing large culvert inlet, just upstream of the sack concrete ring wall, backed water up during the storm. There is the possibility the cuivert could be effectively plugged by gravels during another Heavy rain (It is about half full of sand now). We had R. W. Scott construct an emergency spillway over the top using the ecology blocks for walls and large rock for the floor. They com- pleted most of this spillway work on the 21st. Work was to be com- pleted including armoring the 6' pipe plug end on Wednesday. 2. At the upstream side of the first bridge the gabion walls have been washed out or. the up stream abutment: and, some 40 r feet of pipe exposed. This area was a location where the Contractor had difficulty with a stream crossing and cover may have been limited at the creek tc road interface. Heavier armor rock will be placed ever the pipe after a trench is excavated and the pipe is bedding protected. 3. The very long duration record rainfall thoroughly saturated the creek side slopes: and, a number of westerly location banks have slid resulting in damming the creek with trees and silts. Where the road has been washed large armor rock is to be placed in voids to permit maintenance access. Rick Alia is to do some work on filling washed out roadway and Pulling out some timber that will cause water diversion erosion. 4. Near the critical cover oas main a segment of pipe roughly 80 feet has been washed out. This location is in a final closure location where the pipe laid downstream from Union was joined to the pipe laid upstream from the elbow. i'he stream just beyond this location 4< steeper and very confined. The pipe scour rock cover, may have een less than desired too. The pipe lowering will be accomplished after the pipe is weighted to overcome buoyancy. 5. Stream above the large 48" twin culverts has had a good deal of spawning gravel transported downstream and filled the creek downstream from the qas main crossing. In the area of stream infill the water spreads out over the road with no detrimental effect. Mr, Robert E. Bergstrom P.E. Engineering Supervisor January 23, 1986 Page 3 The upstream locations beyond the twin 48 inch culve Cs have pools and dams but no additional pipe is exposed. Some i:,f+ll of the pools with sack concrete mix may be desirable to prevent further scour and poten- tial removal of rock for pipe hold down. 6. In general, the pipeline system perf;;-med well, considering the extraordinary rainfall. Pipe continuity provided by the cortinuousip welded curved P.E. was a good investment; and. I believe it's fortunate this pipe was selected. 7. The extent of scour rock removal, in the stream, above the 48 i ,ch twin culverts, i- difficult to assess and several "potholes to evaluate remaining cover has been discussed with R. L. .Alia. Rick will work Saturday if necessary to finish up all work. Contractor repair worK is being logged with Contractor time and materials documentation for inclusiur as bid pay items requested. Special non bid items features required for emergency spillway, pipe sinking, logs clear-up will be included as a change order or other as we collectively determine best. Al+a estimates about three days will be required to clean up his sector of the work, R. W. Scott work was scheduled to be concluded before day end Wednesday, January 22, 1986. Sincerely, 'rederick G. Kern, P.E. PGK:sik Enclosure W13-16 co �f HAMMOND.COLLIER a WADE.—LIVINGSTONE ASSOCIATES.INC. COW JLTING ENGINEERS 9a3.1905—•:YEARS OE RROEES&ONAL SER'ICE a[ow;[r w,.,[I,p rl b105TCwlt WAY N[JI1TN 6EAALERA6NWOTON N1036090 oW6[row:r�2 rrp[r. tt:ETgN[1t061632.266A r[N,En.I mnc.w rls �Ixi Lv'w.s.a.f r[ '.6 M217 7MA.11,1' tll4uOwLYYIw r[ rAQa[Cr i+IrM rt t r ge[y[C+[!r[ PO 90%2961 N[.s+xulw•[ 302 SpyiN-M5 STREET Nip6l Y.wp ry W NATCNEE.w1s101(T �1 TELEr'NONE q0 )662-n62 January 22, 1986 Mr. Rick Alia R. L. Alia Company 9215 Mar'in Luther King Jr. Way ' Seattle, Washington 98118 Re: Honey Creek January le, 1986, Damage Repair Work Dear Rick: ConfiEming our verbal instructions to complete miscellaneous 'eanup and pipe covering in scoured area , please proceed to complete t work providing us documented time and materials each day. Where feasible, the contract unit prices are to be used as Bob Bergstrom discussed with you. We ask that all cleanup repair be completed by the weekend, s discussed. Sincerely, Frederick G. Kern, P.E. FGK/rtf cc: Bob Bergstrom W13-18 L , JAN 2 3 1986 �Rw.To D E[ATN2 ❑rR,r1aQ C.O. / 1 CIT1 OF RENTON PUBLIC WORKS DEPARTMENT CONTRACf CIIANGE ORDER AGREEMENT CONTRACT Honey Creek Sanitary Sewers Phase lI 5-296 CAG 040-85 CONTRACTOR R.L. Al iq Ce- mean" 9215 Martin Luther King Jr. Way So., Seattle WA 98116 SINMARY OF PROPuo:D CHANGE 1. Add extra anchors fo! CMP storm dr.in L.S. Additive. S 450.00 2. Remove existing pipe and provide or, 12" connection at new Honey Creek PnL1 Staticn, L.S. Additive. 228.60 3.jprove br we detail and plan change, no prir+ change. -0- 4. Reduce access road rock surfacing from 12" thick to 6" thick L._. Deco:ct, .e _ 7,000.00 5. ,Add ddditiuntt -1t+n.up of slope frow NE 17th St, to_ _ — creek,sewer al_unment._L.S. Additive. + 450.00 6. Add trace wire. L.S. Additive. • 100 00 7.- Add wider ro.dway patch on Union Ave. ai, _-_, 136 sq. yds. @ S407per sq. yd. Additive. 5,440.00 B. Add traffic loop replacement at Sunset and Union Ave. TIE. L.S. Additive, 1,562.r' Subtotal $1,231. e -- -- -- A It c.ia r —29.75 ----_._ _ Total with Tax $1,331.29 All work, materials and measurements to be in accordance with the provisions of toe Standard Specifications and Special Provisions for the type of construction involved. �i>ifclfaAi wNfkAtT COARLii CONTdA I S HAT€13TiTCNifNc�1 1� nH1TEu CONTAAC AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $5.6.853.20 I 5536,853.2© i $1,23124 w/o tax $538,084.74 SIGNATURES: CONTRACTOR — DATE PROJECT ENGINEER " APPROVED eY • cram. DATE -Jf-•.... 2.1 � �iL � ublic Mor-(cs Djrector�-- • UNCCwfwpYNr 'i"Tel �/ I n EYUIPMew!weN+u . [j�lCOMP cewr.STC Paa.NO GENERAL CONTRACT. i v 9215 EMPIVM WAY SCUTN NA � 1- 8"'ETLE.OASMIHSTON f S I I a I]PU 92IafCC January 20, -986 [tn. t _ 3M C;ty of Kenton 200 Kill Ave S Renton, WA 98055 8e: Honey Creek Phase II Change order No. 1 0e.r Bob, As per your request dated January 15, 1986, please find attached the COPY of Change order No. I toned, If you have any further questions, please Call. Thank you, B L Ali& Company + /9 Gary J Pankl ewiczz, Accountant C ONT9dC�ORS LICENSE OU"6FF Cl �LI '262X? -CO-NTRAC�I CHANGE—ORDER DATE: PROJECT: Honey Creek Sewers Phase II OB 10. 2650 P OWNER:0 —` JOB LOCATION: Renton gntor TJ: (Contractor R. L. AT{a Cgnp-ny — CC: (Surety) YOU ARE HEREBY INSTRUCTED TO: ❑Make Changes in plans and specifications []Execute work as noted below Tas noted below [$Delete work as noted below perform extra work as noted below Restore areas as noted below DESCRIPTION aND FOR SKETCH TY UNIT UNIT PRICE_ 'OTAL FIELD CHANGE ORDERS. RELATED BID ITEM OR ELEMENT OF WORK. EXTRA ANCHORS FG: CMP + 450.00 REMOVE PIPE & PROVIDE NEW 12' CONNECTION AT P.S. + 228.60 CHANGE BRIDGE DESIGN. NO CHANGE PRICE. CREDIT FOR REDUCTION OF ROCK FROM 12' TO 6" ON ROAD (-)7000.00 EXTRA FOR CLEANUr OF SLOPE HE 17TP TG C.".CEK TRACE WIRE 0.00 ++ 45 450.00 PATCHING OLD TRENCH ON UNION (3�. S.Y'. @ 540.00 = + NEW TRAFFIC LOOP INSTALLATION Z�SUNSET & UNION FORJA ABOVE DES; D WORK: bmit lump sum cost $ /� 6a (increase, Submit unit price Record and submit force account cost per —specifications Same unit prices as bid No change in contract price CON CT COMPLUTWIT9— Same ❑ _(increase, ?-crease) calendar days PROCEED WITH WORK: [] Immediately ❑Af er receiving approval q At our ccnvenience y (Engineer Recommended b LvWz-" e' C .i...-.'�( / ";d _ Approved By (Owner) Date_ Date _ — Agreed to by (Contractor Date_ 9� HA AMOND COLLIE & WADE L;VINGS'rONE A55OCIATES, INC. CONSULTING ENGINEERS . .`.,/ CONTRACT CHARGE ORDER No- I DATE: __ PROJECT: JOB N0. JOB LOCATION: OWNER- TO: (Contractor — CC: (Surety)YOU ARE HEREBY INSTRUCTED TO: ❑Make Changes in plans and specifications ❑Exer,ite work as noted below as noted below ❑Delete work as noted below ❑Perform extra work as noted below ❑Restore areas as noted below DESCRIPTION AND OR SKETCH TY UN 1T UNIT PRICE TOTAL uiu. ITLM GR tLtK, Ol WOkr,. EXTRA AnW Rs W. cMP 45C.00 REMOVE PIPE A PR!JYI7F AEN 120 CONNECTION AT P.S. + 27CISO CHANO,E BW GE OESIGw. NO CHAM1GE PRICE. CREDIT FOR REr.UCTION OF ROCK FROM 12" T6 B'' ON ROAD 1-)7 .00 -iXTRA FOR CLEANUP OF SLOPE NE 17TH 10 CRFrK t=!„C iRACE WIRE PA1MPA OLT1 TREiw'W ON UNION ` S.Y. 0 f4O.00 wrW fl I P :1 i'1Co Tti;, ALI ATION V+ ,UNSET h UNION :y FOR THE ABOVE DESCRIBED WORK: Submit lump sum cost S (increase, decrease) Submit unit price ❑Record and submit force account cost per specificati,,is ❑Same unit prices as bid ❑No chance in contract price CON❑TR LE ON 1 : 0 Same ❑ (increase, decrease) calendar days PROCEED WITH WORK: Cj Immediately []After receiving owner's approval ❑At your convenientx C, Recommended by (Eng ineerL— � Date Approved By (Owner) Date — Agreed to by (Contractor - —"' —Date — s HAMMOND COLL.'.R & WADE- LIVINGSTONE ASSOCIATES.ENGINEERS .•' \_ �� CONSULTING ENGINEERS uu SRA�S tFWRGE raax .ors P OPB; +� ° '� � to 10� �n�tbbebe, Qlo` ctorl� `��pExecv NrK ds a5 noteG `� 1 INSSRI�'SVD TO, ecifications CAestoriete e areas SO'i0.E �/� HEREBS os and w pR/EE YOU sin Pla tea below IS u 0 ©Make tR ted below no ✓Sy 1YN PerS°Ym ` rk is extra AIDS ION P rt dd coll"� 6F1A'0 610 WR�R 12' �Ic.Etq 6" oR � , �oq.ua l[pr lla.++ '"� 41gf NSj Ci" g1+ 1 � Y t1 c + tog Fca ci lin 'ea5es ecifications svp - 1R S'/NE ABOi`4CsomWOV G�st rce acco°nt cost dar days S4001 ir andt jces a5 by Drice r decrea5e alzn r conven'e°ce Reco on}t PTA contras' (increase. p, ydi No ban9e ' / 's ©/ cater r a i 1 ; v+ E Sa WISR WORK' PR�tt�ediately(Ef!9+neera--�''...-!". ,.�-- ii33 by e A Rec r°`m'eed By ( on ract^r Oi-t'iE.r— R 5.i��EgS ADD eed to by AMVAO Ol " t'sso A9 N Go�s�� - uF kF. y 1 PUBLIC WORKS DEPARTMENT DESIGNiUT4.�rY ENGINEER114C • 235-2631 00 R MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.SINS5 9 w P 1 rr0 SE:TE� BARBARA Y. SHINPOCH MAYOR January 15, 1986 R. L. Alia Company 9215 Martin Lather King Jr. Way S. Seattle WA 98118 Subject: Money Creek Sewer Interceptor Phase 11 Change Order /1 Dear Sirs: Please sign the attached Change Order form for Change Order tl. Our Finance Department wants the Change Orders to be prepared on the City forms, not HCUL. Please sign and return for processing. I will give you a copy when I get all paperwork complete. Thank you, f-- poof- Robe. .rom, P.E. Engineers a ,upErvisor :mf Attachmert cc: Fred Kern, HCUL Engineering • C.O. / 1 CITY OF RENTOH PUBLIC WORKS DEPARTMENT CONTRACT CHARGE URDER AGREEMENT CONTRACT _ Honer Creek Sanitary Sewers Phase II S-29E LAG 040-85 CONTRACTOR R.L. Alig Comp=ny. 9215 Martin luCher King Jr Way So Se-t[le MA 98118 SUMMARY OF PROPOSED CHANGE 1. Add extra anthers for CMP storm drain L.S. Additive. S 450.00 2_Remove existing pipe dnd provide iew 12" connection at new How Creek Pump Station L.S. Additive. 228.60 J. AODrove bridge detail_in, _plan chance no Drice chance _0_ 4. Reduce access road rock surfacing from 12" thick to 6" thick. L.S. Ueductive. 71000.00 5. Add additional clean-uc of slope from NE 17th St. to creek sever alig nmen t. L.S. Additive. + 450.00 6. _Add trace wire. L.S. Additive. + 100.00 7. Add wider roadway patch on Union Ave. NE 136 sq. yds. R S40/per sq, yd. Additive. 5,440.OG 8. Add traffic loop replacement at Sunset and Union Ave Nf L.S. Additive. 1,562.94 `rhtutal E1,23i.54 Total with Tax $1,331.29 Standard Specifications and Special Provisions for the type of constructi All work, materials and measurements to be in accordance with the provisions of the on Involved. ORIGINAE coNTRAT _.CURRENT-U0NTRpc'---ESTIM1ArE-5-NET-CHANGE— i4TEG CONRA AMOUNT I AMOUNT THIS ORDER I-ESTI-M TOTAL AFTER CHANGE $536,853.20 1536,853.20 $1,231.54 w/o tax 1538,084.74 SIGNATURES: CONTRACTOR DATE ,p__ PROJECT ENGINEER S — _ DATE, i3"/99 APPROVED BY DATE --jPub�Tic ilorl-cs D—irector�-- ' �.-• EOpTRAE Q r.y4:e. soots QATE•r`_�,�c�+,`�P"2a.._-•- t -�""" notedte1ge Gd,•�'tLNi�t°r � CRExe{Ute *aSn7 p"o ed b lov' C tsu� --ZttliCTf9 T� s D,Aet s ss REBY 1%, and 54ecvf ication DRPetA eras �DTAL ARE n in p ns se P,114f. VOU©Nake oang telow as noted low �i1T � as noted W¢ TY lR' �Perfa s 04if 1RM t pgtGEi b" ♦ titD.00 E YE p1PE a tr'S10t. �[ Fo, 'tO Cam a . - • "x t 'E i OE k S.Y CAD' FISK D>< lot WLAx IOM "' � (increase• specifications fOR AgOYE DES sumcae st ca ,,t cost per 141E lun? s5 trait and s rit asobit acra ase} calendar dales fence 5a*wit it$c4ontract pri inc"asP dacre CAt Yor conven No rhanoe "- --,^ aPProval ner s Date�� CON sa+wttH ' k QAfter �` --''"Dste PROCEED diatelYME ..• .: �l' ded by tEnyinaerl--•� 510 ee..�"' V iSd Aec ram end RY ( e t-.ctor IBA & A9to b7 µi 10N4, Go S�dGNT ENG,NEER� , reed R cot. r - P ^ Gry r�/ C�Y.Prifni N(NiAI CONC9(lC PAVING ca Company , GENERAL CONTRACTORS 9315 EMPIRE WAY BUUTN B CATTLE.WA6NINGTCN 9P;16 Ip61 lIIAYVp Cp NTRACTCRB LICEN5E NUMBER RLAL-1rr363KP 5°.�"s t,�1� BELLEVUE,WASHINGTON gemPhone 7464M Contmio LI nl ECOI UWJN••214JP WN 1 E To: —_ '_at/+. /1'/u^ N 1'1DAY V90M U GUNTHACT O EX TPA .tTN: rew!ar arN a✓}IIN In,aw,u rw.>R oTr' z 4+as __Rtp�slaMe a,, I.�,....�� F -- - - - Q a✓lo k 3 IO130 00 TOTAL OTHER 2(S 00 it ip w 70TAL LABOR II CO - _ TOTAL OTHER — -----.�, - TOTAL MATERIALS �• � TOTAL MATERMI.S �03 .n UNOERy,(',NlD AUtNORiIES lNF PEpIgIW/L4 a THE WOIu•no M+Jv,SgNS O! �__ '^H HNl $1 W� Nl RiN. •NO•1iltl5 i,NT NL YYO/R MK BklN Slr,SFKiONIIY _,Matt flO H Mr epUNi Nl4MN5 UNVNp yy1L MrrlEf 10 VAY WIlR 1 q IBk Y!H — " '-'—' n';n�uHN"Ii�i,tit�ovo�N to uccl�a�a.[ArtonN[Y!lls,H lHl lrlNl rru. �`�---�► TOTAL 2tlg TAX wn,owrsurwMUE ._ _ TOTAL cl.) Alia Company C ENERAL CONTRACTORS 9215 EMPIRE WAY SOUTH t3t3T*�� SEATTLE,WASHING TON 9811a �'(C�Y 1 / ,2061722-4900 December 16, 1985 Mammund, Collier b Made 4610 Stone May N Seats'., WA 98103 Re: Honey Creek Phase 11 Letter from Dave Tibbot, 120 0l85 Dear Fred, Ash"one knows, the M1' patch north of Sunset was placed with the knowledge of the impending overlay in hand. The patch through Sunset was placed with knowledge of it's permanency in hand. The unevenness of the patch is variences up to 1" in several places. It was agreed by all ,he patch was plenty smooth until the overlay was made. The westerly er a of the patch was not neat because of the know- ledge of the impending overlay and because the existing asphalt was not 4" as per the item description, but 8"` which rendered the original saw cut plan ineffective and :he t, I,wlinq had to be done with a jackhammer and trimming spade. A major cause of the unevenness of the eastcr`y edge was simply due to the tact tee existing paving, which was matched, was itself uneven, The patch a 1 saw it Was more than smootK enough. As everyone knows, Union Ave is under heavy construction and will be a series of noticable bumps until the final overlay is placed. To say the slight unevenness of this patch was not tolerable in not acceptable to this firm. To say that the edges of the patch are not su 'e for an overlay or that they are unsightly until then or even o, I .' rent basi, is not accepted as true,by this tirm. To call 1" depressions, hills and valleys is obviously a childlike attempt to mislead an uninformed reader to an unfair perception, CONTRACTORS LICENCE 6UMSCR RL-ALI"262KIP parr i • • STo say the 'pending overlay is not a factor is not even believable. Every piece of the roadbui ldinq process is indeed a factor. It is to those building the road anyway. If it was not to be a factor, why were we given the option to use ATB instead of class B for this patch? We were informed of the 'mpending overlay for the benef"• of this knowledge, not to disregard it, However, I met with Mr. Tibbot and his people on site to look at t the patch. I agreed that even with the impending overlay, the Patch around MH nl was in need of re-construction. I told Nr Tibbot at the time the rest of the patch looked good and a prelevel course of Union Ave would be necessary anyway as there were depres- sions along the entire length that would require the some treatment. The depressions he was poin ing out were actually not deep enough to even allow the aggregate in Class 8 to fit into. This firm subsequently removed the area of the patch which was unacceptable to Mr. Tibbot per your instruction. The manhole men- tioned was also regraded at no charge to the City. However, then was existing pavement unrelated to this firm's activities which this firm was insttucted to remove and replace by Mr, Tibbot. This area was an old storm drainage ditchline and some cracked out areas that existed prior to our entry. These areas were marked by Mr. Tibbot and he told me to talk to Mr Bergstrom about getting paid for this work. A sketch is atta.-hed shown the area of the extra work. You have my price which is ;n line considering the nature of the work. It should be pointed out to Mr, Tibbot that we assumed our respon- sibility and reconstructed our patch, and now we expect him to assume his and pay us for reconstructinq his patch. No less than this settlement is acceptable to this fiat. This firm has been fair in it's deal inq to Renton and Renton has been fair to us, but each encounter with Mr Tibbot has been re- sulting in negative encounters, hich have always to initiate, been his design Sincerely yo I R L Alia CO(,pa Richard L�Ali&, President M �bbCTS eeSPowS•gil T'1 rMnV.440 b`1 T+b6aT � 7 PcQ Rtv».ov�l eke aACG&ne h? NOT 7Lt LATt0 To Ti.+S F•QMS qc t,v�ti¢'a �'�'' � y ,) • Ats� oC RL:{1 ♦YrNcL. "Z na.:ca + Vr QC nceO � "�'}j � . • Fq+Le7 i N ` N l . v�ehoc IU ,V • • � Y�C[•6ROYN0 UTIl lT1t• ka efA ^ C [q U1PMtN1 R[MTAI ia GENERAL CONTRACTORS ee 9a15 EMPIRE WA♦GOUT" GEATTLE.WAG111N8T ON 9811a 1206, 122.4900 Jaryary 9, 1986 Hammond Collier 6 Wade 4010 Stone Way N Seattle, WA 98103 Re: Honey Creek Phase II Dear Fred, I was contacted by Gelco on 1/7/86. 1 was told it wts not prac— tical to attempt TV Inspection of the line because of the access point problems, but +rare so because the pipe, beinq black in color, absorbs so mich of the light that the image would not be clear enough to make any kind of determination. The man who called me, was Steve Waring, and I asked him to convey his eaper. ti%P to you. 1 assume he did. As a result, I ma still unable to produce for you on this item Of ork, the fencing item is considered dropped from this contract. / The willow, starts have been delayed because of the item Doing from 10,000 each to maybe none at all to 5 month each. We could not Dive nor supplier a firm order until last mom Nl and then he tells r us it will be mid January until he can get them. Being the order 1s so reduced, it has become a low priority as opposed to a rush I to serve a largr order, we are at the mercy of suppliers on such III 7 d 11 tems, They should be planted by mid January, IThe colnectlon of the gas station is something we wocld do. Could you give us a t:me frame when we can perform this? If it Is after T January, we would still like to dr, the work, but would not like to / hold up the f7nal;zation of the rest of the work for just as 1.e seem to be at the :mercy of another contractor in this matter. Traffic loop has been Installed. The invoke amount is S 1,562.94. { I am awating word on the buttons. Someone was to check as to whether the city will postpone placement until final overlay and have the ci-y or Scott do this. Our trench is temp, striped in the meantime. CONTRACTORS UCENPE NU+ OtCt A IL 1"262[P b •, page 2 I also still have the articulating mud valve key to present to whoever yM say, The rest of the item „ill he co:rected beginning 1/9/86 and be completed by 1115/86, In regards to your 'anal quantities, is bid item No. 39 (Finish- inq .nd cleanup) to be included? Please advise on the matters wh' are still unclear. Thank you, R l Alis C an , / Richard l Alia, President A P;irker,5m1th&Fcek, InC. Jaaaury 7, 1986 Mr. Bergstrom City of Renton 200 .1111 Avenue S. Renton, Washington 98055 Re R. L. Alia et al 3uilder's Risk Policy 297269 Honey Creek Sever Project Phase II With respect to the abo 3.We of pleased to enclose the following Original Policy _._ ___._._ Certificate of Insurance X. Copy of Policy . ._._.__� ......__._ Endorsement Loss Payable Clause _....�_._. Mortgagee Clause Invoice s — For S . Credit Memo a For S Checks _---___.___ ForS _ Renews.Certificate This is issued.n connection with Extension of policy from 12/24/85 to 1/24/86. We trust you will find the enclosirefs)to be in order. Wry truly yours. PARKER,SMITH&FEEK, INC. i Terr�lomhecki ---- For: Kathy Crutmser Senior Account Admi- ,trator 1986 R. L. Alia 9215 Martin L. King Way S. Seattle, Washington 98118 S.F, FORM • • CERTIFICATE OF INSURANCE (Oct. 1968) ill ert sate ssu�� o- ame an a ress o nsure CITY OF RENTON R. L. ALIA; CITY OF RENTON, 4 SUBCONTRACTORS 200 Mill Avenue S. OF EVERY TIER Renton, Washington 98055 9115 M. L. King Way 5. Seattle, Washington 98118 er s tns ured aga nst: 1 000 a 1ctl e, a^p ytng to AlOeo,i15 except 2% Deductible Fire and Lightning Q Sprinkler Leakage of 'he T tat Co tra c PPri e Extended Coverage on �ar th ua�Ce pal, Vandalism & Malicious Mischief xe Broad Form Coverage Incl. earthquake oo su Jec to policy conditions, limitations t exclusions. Locat—ion—OV property covered: (1) Roney Creek Sever Project. Phase 11, Ctt„ of Renton, Washington (2) (3) (4) Legend: SP-Specific insurance B -Building(s) 1-Location I1 BL-Blanket insurance BE-Building(s) & Equipment 2-Location t2 R -Reporting form-amount of ins. E -Equipment 3-Location A3 shown is limit of liability for FS-Equipment & Stock 4-Location f4 all contributing insurance S -Stock A-All locations P -Pr 0'ect o Icy erm overage unt o Number Il.surer From To Locations _ _ Insurance 297269 Atlas Assurance Company 12/24/85 1/24/86 SP- [lard Cost $579,452.00 1 Mortgage Clause (requires 10 day written notice of cancellation to mortgagee) Lenders Loss Payable Endorsement (policy continues in force 10 days after written notice of cancellation is received by lender) Q Other payee clause (copy attached to this Certificate) certify that the above de scr be pp is tes exist and cover on-mayFn accordance with the pa+-cy terms. l_7? Account Executive January 7, 1986 Gregory E. Walsh _ PARKER, SMITH & FEEK INC. 1700 First Interstate Center, Seattle, Washington 98104 TFIRM AND ADDRESS) THIS CERTIFICATE IS FOR INf ORMAT10N ONLY; 1T IS NOT A CONTRACT OF INSURANCE BUT ATTESTS THAT A POLICY AS NUMBERED HEREIN, k"D AS IT STANDS AT THE DATE OF THIS CERTIFICATE, HAS BEEN ISSUED BY THE INSURER. CERr.1- 1,%, HAMMOND,COLLIER S WADE—LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS IU49-I S65- 42,EARS OF PRO✓ESNONAL SERV irE wwo(f w•.ao IF 40105TON[W6v NOlrtN ra „r c0.ufr rt SG LEWAWWGTd19610160➢7 .w.r�rR ra TELtrwONC.12 1632 2664 MKa uVwpf+O,L r( IJ 54112.1)O7 IWr. O L' YM4,D WIW1 ra WToucr¢rafw r[ rO BOa 2967 [n Cfr[w Wf r[ W[A.rtlf I.rp r[ %12 90lITM M156gN STIIEFT ww.D\u..ugr[ WCNAKI w/.SwNOTpN "W1 TELED I[("1662 1162 January 6, 1986 Mr. Rick Alia R. L. Alia Company 9215 Empire Nay South Seattle, WA 98118 Re: Phase 11, Honey Creek, R.L. Alia Contract Change Order Dear Rick: Enclosed is a Change Order No. 1 form. PlEase fill in the dollar amount for the detector loop work, add up the totals, sign the bottom lire, and return to me for forwarding on to the City. Sincerely, Frederick G. Kern, P.E. FGK/rtf Enclosure cc: Bob Bergstrom • - /t.�4�''� CONTRACT CHANGE ORDER o. DATE: PROJECT: Honey Creek Sewers Phase II JOB N0. 2850 P2 JOB LOCATION. Renton OWNER: Litt' of Renton Tn: (COM ra[Lo R, to ompany CC: (Surety) YOU ARE HEREBY INSTRUCTED TO ❑Maxe Changes in plans and specifications ®Execute work as noted below ® as noted below ®Delete work as noted below Perform extra work as noted below []Restore areas as noted below DESCRIPTION ANO'OR SKETCH TY JN IT UNIT PR10E I TOTAL FIELD CHANGE ORDERS. RELATED BID ITEM OR ELEMENT OF WORK. EXTRA ANCHORS FOR CMP a 450.00 REMOVE PIPE b PROVIDE NEW 12" CONNECTION AT P.S. ♦ 2P8.60 CHANGE BRIDGE DESIGN. NO CHANGE PRICE. CREDIT FOR REDUCTION OF ROCK FROM 12" TO 6" ON ROAD (-)7000,00 EXTRA FOR CLEANUP OF SLOPE NE 17TH TO CREEK t 450.DO TRACE WIRE ♦ 100.00 PATCHING OLD (RENCH ON UNION S.Y. @ $40.OD = . NEW 'QAFFIC LOOP INSTALLATION iF�UNSET & UNION FOR THE ABOVE DESLRIBED WORK: Submit lump sum cost S Submit unit price (increase, decrease) []Record and submit force account cost per 1 Same unit prices as bid ------specifications I No change in contract price I CON RrCT-0 LE ON TIME: )Same ❑ (increase, de(rease) calendar days PROCEED WITH WORK: 3 Immediately []After receiving owner's approval ❑At your convenience Recommended by (Engineerf Date Approved By (Owner) Date Agreed to by (Contractor Date HAMMONO COLLIER & WADE- LIV WGSTONE ASSOCIATES. INC �.•% - �� CONSULTING ENGINEERS !::/,I I`•` HAMMOND.COLLIER WADE—LIVINGSTONE ASSOCIATES,INC 0 � CONSULTING ENGINEEM$ 11IJJJ fff 19a31990-421EARS OF FESS1CN-�SEFVICE ipp[r wrgp nt A010 ATONE WAv ypW1M •ewer Coup n[ S[ATRC WAYwNGTON yR10xlOYO WIEO PRaw,n�a ..6y.%yne[IF .oetlwr tn.,ov.r nx 1EL0'aIOrK ITOSI UCM6A •YCt,w.NG{1[y%r[ aD.'131T.9A)MaW p.r+i yY Wa�O.pyLLa It a1KpfTCa Y rFM r, [a DINMIlC.4l rt IQ W%29Rl V[rE r,rrtrb r[ J0T SOUTH MKIION SFREET wpp[Iu+wup rt yI.ICNEE WA.$n,%IRtOV EQ60 i[LEP E150y166T'116T January 6, 1986 Mr, Rick Alia R. E. Alia Co. 9215 Empire Way South Seattle, Washington 98118 Re: Honey Creek Phase 2 Dear Rick: We appreciate your attention to all of the details of finish up on the contract. Your contract responsibility Is pretty much finished up now (except for T.V. monitoring and fence work). I'm submitting our final tally on quantities (copy enclosed) for your final review and concurrence. As discussed for convenience, we have decided to drop the fence work from your contract and add same to R.W. Scott. Regarding the T.Y. monitoring, the lines on Union and N.E. 17th should be T.Y. photographed. John Jurgens, Technical Representative for Gelco Grouting Service (telephone 872•.2550), has indicated his firm can do the T.V. monitor e rk, We suggest you get in touch with him. /Yl+�s I am also submitting a preliminary punch list of items Bob Bergstrom and Dale d4elV N� 1 prepared in November, Some Of these items have been completed. We would like to set a final punch list walk-through of the project and invite D.O.E. �. to make the same walk. Please let me know when all items are completed and &b you're ready to walk the project. Give me several dates and times so I can b arrange a convenient time for Renton and D.O.E. staff. I'll submit a final }' change order form to include detector loop and other pluses and credits under separate cover. Thank yuu for your conside.ation. Sincerely, Frederick G. Kern, P.E. FGK/rtf Enclosures cc: Bob Bergstrom W12-69 x[w.,p rf Y%Tnt OxaynFap R.L. ALIA CONSTRUCTION CONTRACT HONEY CREEK PHASE 11 CITY OF RENTON PICK UP ITEMS 1/6/86 1. Rake to smooth grade berm area at Union Street and seed. 2. Place +550 Willow starts various areas as marked along length of Honey Creek. ` '. Along new storm line off Sunset at power line crossing secure locking lids; install hill holders along Crench line. 4. Connect stub to gas station (upon completion of pump station). 5. Paint side sewer stub markers and clean out location markers. 6. Clean up construction debris at access road at power line crossing li.e., headwall, farms, wood). 7. At turnout area along access road +200' north of northerly power line crossing, grade stockpile spoils into low area of turnout area to uniform grade. 8. Install traffic loops and buttons as directed in City of Renton letter of transmittal dated 10/3/85. 10. Provide television monitoring as required. 11. Repair leak at 12" curvilinear pipe connection at pump station, drain and clean wet well of pump station. * Bob Bergstrom laid these locations out and he has a record of the locations should you need to re-establish same. •` We need to get dollar amounts for this so we can incorporate same into Change Order #I. l COPY c CITY OF RENTON • DEPARTMENT OF ENGINEERING • • MUNICIPAL BUILDING, 200 MILL AVE. SOUTH, R�NTON, WA. 98055. 235- 263t Honey Creek - Phase II PROJECT Sanitary Sewcr (Il(erc en tor_ PROGRESS PAYMENT ESTIMATE NO , =ontract No. 040-35 Contractor R_L. Alia Company Closing oatp Oc CL c-19855he t 1 0+ It DesC liPt,On Unrt Umt PNc• D Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO A- �• Q tY. Qt•• Amount Oty Amount Qty Amov I Mobilization LS 47.357.00 1 1001 47,357.00 0 0.00 '00% 47,351.2 Clearing and Grubbin•; LS 32,500.00 1 100% I 342,SOC.00 I 0 0.00 100%, 32,500. 3 Timber Salvage LF 1.00 1,000 7G2 7112.00 730� 730.00 1432' 1,432.- 4 Access Road LF 22.07 3,760 3760 82,983.20 I 0 ! 0.00 3760 82,983.. 5 CMP CUlyCrts LS 4,500.00 I 100A 4,500.00 0�. 0.00 700% 4,500. 6 18" CMP Culvert LS 8.700.00 1 200% 8:700.00 I o w 0.00 l00%' 8,700.' 7 Crushed Rock SY 3.00 650 530 11590.00 0 0.00 530'. 1,590. -- 8 Temporary Patch SY 3.00 650 242 726.30 49 147,00 291'. 873. 9 Asphalt Concrete Pa., 15.00 650 530 7,950.Oe 0 Sy 0.00 530' 1,950. 10 Portland Cement Concrc S, 30.00 10 0 0.00 o 0.00 10-' I1 Bankrun Gravel TON 3.00 1,000 1430 4,290.00 I353 - 1,194.00 1828- I 5,48q. 12 Slope Rocking ng CY 20.00 1,500 1132.9 22,658.00 ri09.1 6.162.00 1441�I 28.82p.' 13 Bedding (Type Ill LF 3.00 300 435 1,305.00 0 I 14 Bedding (Type i11,` LF 0.50 5,100 4918 p 459 00 0 / I 0.00 435 1,305. 15 Scour Protection Rock LF 12.60 1,8000.00 4918 2,459.:- 16A 12" Sewer Pipe LF 1430 I 1,0001".0000 , . 0� 0,00 329-/ 18,018. 168 8" Sewer 30.00 300 329 87 .00 0' 0.00 329� 1 9 87G.� 17A Overflow Structure LF 30.00 301 154 ,62 .00 0/ I 0.00 1W 4,620. 178 Interceptor Cut In LS 1,000.00 , 10X ,25 .00 50% � 1,250.00 100X/I 2,500."ILS 1,000.00 1 200% 0 0.00 100% 1,000. 18 M.H. No. 3 ILF LS 1,250.00 1 100% 1,260.00 1 o0.00 ]00%i�19 M.H, Type 1-48" EA I 1,000.00 0 6 6,000.00 0 0.00 6 1,25020 Existing M.N. Depth YF 100.00 22 0 6,000.C2I 8" Drop Connec[icn 1 0.00 13.3 1.330.00 13.3 1,330.' 12" Curv. Sewer P+-:o 70.00 10 8.1 567,00 0 0.00 8.1 567.r . -A 12" Cleanout 14.20 5,100 4988 70,829.60 0 0.00 4988 70,829. IEA 7,000.00 15 12 1 24,000,00 C 1 0.00 238 8" Cleanout EA 875.00 3 3 2,625.00 0 0.00 11� 22,625.2 24 12" Cleanout Apron EA I 350.00 I1 0 0.00 8 I 3,824.00 8/� 2,625.' 25 Service Tees EA 478.00 9 30 3,500.00 0 3'824..- tfi 6" or 8" Serv. Laterals LF i 50.20 5,100 1 387 19,350.00 80 0.00 10✓ 3.500. 27 Television Monitoring f' 0 0.00 p +D00.00 467 23,350. 28 Spawning Gravel TON 15.0G 1;000 I g25 13,8)5.00 p 0.00 0 ✓ '9 Gabions 500.00 450 13,1375. LY 0.00 925✓ 11 SaDdrain LF 6.00 1,000 1309 30,900.00 I64 6,400.00 373' 37,300. 3l 30" Horizontal well Poi-.t , EA 1230 j 7,380.00 45 3,870.00 1875 11,250." 32 Horizontal well Point E-,•c ;;o.n , LF !02.00 640 I 4 1 400.00 0 0.00 4 qpp,- 33 12" Culvert ILF 40.00 I 300 25 I 50,00 0 0.DO 25 50. 34 Bridge Structure 1260 10,400.00 0 0.00 260 EA 4,OOo.00 2 p 0.00 10,400.E 35 Bridge Extra Span ILF i00.00 20 - 12,000.00 3 12,OG0.,:: 368 4' ina in Link Fence EA I 1,000.OC 2 0 0.00 0 i 0.00 0 O.tr 36B Chain Link fence LS I 5,000:00 I 0 ! 0.00 0 0.00 0 p,p 37 Spring Head Ora in EA 400.00 6 0 0.00 0 0.00 0 p,t, 38 4' willow Starts r�:.a.w L - EA 1.15 0,000 0 1 0.00 2 800.00 2 WO,,_ 39 Finishing and Cleanup LF 2.00 5,400 0 0.00 0 0.00 0 p.i, 0 0.00 0 0.00 0 O.0 Change Order Nn, 1 .-t�•-�'^'w� -5 171.40 _ -5 771. GRAND TOTAL I I I$443,604.80 $35,935.60 $479,540. : i r I � I , 1 1 1 i I I I 1 ENDING OF FILE FILE TITLE ;? 96 Phan � Sqh, St, w. 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