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HomeMy WebLinkAboutWTR2700718(8) W-718 WELL #9PUMP HOUSE WTR- Inspectoi 's Correspondence--& Memos BEGINNING od lOF FILE FILE TITLE .1 71 $ Swp�oLy uReeS 0� VJTR� -C 11�10u�e C i'FY�A1S�ec-1dR'S CaRPPSPWfI- ZNCQ �Me1ft0T PRECONSTRUCTION CONFERENCE CITY OF RENTON WELL NO. 9 PUMP STATION -A preconstruction conference was held at Renton City Hall on September 4, 19B4, at 3:00 p.m. The conference was attended ' by representatives of the City, the Contractor, the Engi- neer, the WSDOT, and Puget Power, as shown on the attached list of attendance. Barry Barnes, CH2M HILL, conducted the meeting. The conference began by everyone introducing themselves and stating who they represent. The representative of Renton Police Department stated that the project would not affect the Police Department, and then left the meeting. The representative from Puget Power, Juan Paraiso, said that Puget Power will install lines to supply the pump station with power. The Contractor stated he would like Puget Power to start work as soon as possible. Barry Barnes asked Ron Olsen, Renton, what the status of the contract was. Ron Olsen stated that the contract was not yet executed, and that it would be at least until Septem- ber 11, 1984, before the contract would get through the Mayor's and City Attorney's offices. Barry Barnes stated that one particular change to be noted is that CH2M HILL is the Engineer for the project and will be an agent for the Owner. This is a change from the Con- tract Documents. i The Contractor stated he would like to start work immedi- ately, and asked Ron Olsen if the work could begin without an executed contract. Ron Olsen said no work could begin, and no equipment was to be mobilized to the job site, until the contract was executed. Ron Olsen stated he still needed to review the insurance and bonding information that the Contractor brought to the conference. The Renton Parks representative stated that many people use the park, and stressed the need for safety. Barry Barnes pointed out that the Contract Documents require a two-stage a-foot fence. The locations of the fence must be coordi- : .ited with the Engineers and the Parks Departments. It was also pointed out that safety shall be the responsibility of the Contractor. Juan Paraiso asked the depth of plants. The parks people stated the ball of the plants will be about 2 feet and there- fore the power lines must be at least 3 feet below the ground se5534AA1 surface. Barry Barnes pointed out that note 8, sheet 1 of • the drawings require the Contractor to encase the power lines in concrete at existing utility crossings. Ron Olsen asked if the Contractor had a project schedule. The Contractor said he would first do the storm sewer exten- sion and then the following: adjust valve vaults, catch basins, etc.; storm sewer work; water lines, footings; encase power lines; and the access road. The Contractor stated that his final schedule should be complete by the end of the week. The contractor asked if he had to do all the staking. Barry Barnes replied yes. The WSDOT representative was asked about the permit, and said he would expedite the issuance of the permit if possi- ble. Jim Dingfield, CH2M HILL, stated that it had been about 2 months since the permit application had been made. The WSDOT said they are dc .g work along the ramp regarding barriers. Puget Power stated that the Contractor must stake the vaults ano final elevations, and mark the utilities before Puget Power could begin work. The Contractor asked when Puget Power could begin work. Puget Power replied they could w start less than 2 weeks after being given notification. Actual construction will take 1 week. Renton Parks, the Contractor, and Puget Power agreed to leave the power line trenches open at atility crossings until the Contractor poured the necessary concrete to encase the lines. The parks people wanted the trenches to be properly barricaded. The Contractor said he saw no reason why the trenches needed to be open for very long. Barry Barnes pointed out note 7, sheet 1 of the Drawings. This note requires coordination between Contractor and Puget Power at the transformer vault location. Barry Barnes asked the Contractor to send shop drawings to Angie Mirly, CH2M HILL, P.O. Lox 91500, Bellevue, Washington 98009-2050. Barry Barnes stated that monthly progress pay- ments should be worked out between the Contractor's superin- tendent and delm-llctIr". John McElroy, CH2M HILL, will be the construction observer. The Contractor said his superin- tendent will be Marshall Williams. Ron Olsen gave the Contractor several forms to be submitted with pay estimates, and gave John McElroy and the Contractor a payment schedule. John McElroy and the Contractor's superintendent are to get together at least one week before the date on the payment schedule in order to provide enough rb time for the City to process the estimate and issue a check. se553CAA2 . Barry Barnes pointed out the Contract Documents state that only 60 percent of the pump and motor will be paid for until final startup, and the total iob has a 5 percent retainage, Barry Barnes then asked that all correspondence be with CH2M HILL, the engineer. The Contractor was given six sets of Contract DOelments, including six sets of full size Drawings. The Contractor stated he had not completed a construction schedule, but would have it by the end of the week. Ron Olsen stated that the Contractor must be very careful with the storage of fuels, paints, and solvents necause of the possibilit} of well field contamination. Barry Barnes stated that the Contractor's superintendent must be present at all time any work is being performed. Ron Olsen said that John McElroy must be notified, in ad- vance of the day to day construction schedule in order to avoid any unnecessary trips to the site by him. Everyone agree that weekly meetings were not necessary. The Contractor wanted to make connecti,.iis to water mains. Ron Olsen said no, the City will make the connections, and that the Contrac' .,ust test and sterilize the lines prior . to connections. Barry Barnes stated that safety as the Contractor's respon- sibility, and that C112M HILL needs a gravel submittal and a concrete mix submittal from the Contractor. The Contractor said he had located the extension of the 12-inch storm drain to the river, and that much of the grass on the site is dead. Ron Olsen told the Contractor to take a lot of pictures prior to starting work. The Documents require sod replacement for all areas disturbed by the construction. Barry Barnes pointed out that the Contractor must pay a deposit for a fire hydrant meter. The Contractor was told CH2M HILL needed four copies of shop drawings. The Contractor said he would use Utility Vault Company to supply the precast vaults, and asked if he could scrap existing brick catch basins and replace with precast vaults. Ron Olsen agreed. The Contractor stated he would be subcontracting the pump house roof, and that Canem Systems would be his electrical subcontractor. • se5534Ah.3 Ron Olsen said the Contractor must get building permit, and that the insurance coverage provided by the contractor did not provide the $5,000,000 umbrella coverage required, and also that the Contractor's bond did not include the taxes. The Contractor agreed to get the building permit, and up- grade the insurance and bonding. Barry Barnes told the Contractor that the Owner-Selected equipment was Wallance i Tiernan by TMG Services, and Byron JackFon pump. Equipment provided by TMG must be per the Wal'.ace 6 Tiernan pre-bid submittal. Shop drawings for these will be required. Barry Barnes told the Contractor that CH2M HILL would want design computations and shop drawings for the pump house roof. Jim Saviage, Renton, said all chlorinated water must go into sanitary sewer. The Contractor asked if he could just dechlorinate. Renton said no. The meeting concluded at 4:50 p.m. Jim Dingfield Project Manager CH2M HILL se5534AA4 F'RQ:ECl DESCfi1FTi01d fiEi'URT r— _ -- CITY OF FFNT&U-WELL--ND.9 • - -- Revision , 9/11/84, file RENTON.DATA ~ Description data field[: .----kM.wF.•e•f-y.-43aiaa�—�.iii' yF--A.NIGW.W:i.�f1:�.G Leader of project - DENNIS HURKE Time scale - DAYS - ke Direct cost units = ! Manpower cost units t rs..,. :r 14cal.-F»tr. i : Skill categories: • —DE�IPSSOta .-.- .-fJ19AN�LAY---J7WN-DAY&-- let FL:11 category - ENGINEER 16U 1E.0 • 2nd d ill category r SUPER 280 '?.5 •.�+-r-�._:-_:..::.ay v-�s Eau If!1rwT-.Mu4r.7Df.-- -An ---- n 4ti-. S] ]il category - LABORER 200 72.5 5th SLiII category . CARPENTER 240 8.0 is -J to $LJ 1 i sa:Ygory - &i ,, I,,, lU,, T.,, 2W 12-6- 7th. Ci-ill category • TRAfJ:LOADEF' 260 11.0 Sth 51.ill category . MICC EQUIPMENT 160 =E.5 c,j1 11 ' 11, ,-%- ozy Working days: i 1p:]tlays: 111=/B4 1/ 1/B5 i 11/2-/64 5127/05 Cort¢letim data - i., :!.'EC "4r cf ) c 71 T . _. :iti. -Fi.cl,a:wGr-s-1�....! -:Ja:: AtiY_ _ manpower cost s f4,5VC.00 Direct cost - si2B54U _--- --•T11� 1__ -- - toe - • JDE ➢EECRIPTION RIDr.•1 CITY OF' RENTDN-WELL NO.9 Revision S, 9/12/94, File RCN70N.DATA _.- Pr�paroo-oy 13LI1Jt1JiDUGH Jot. e1, SUPH17 DONDE' b mwfU ANCr roktl5 «ar«r CRITICAL ++++• �—^Duration = 3 DAYS �~ Earliest start a 9/10/94 Completed = No Earliest finish a 9/13/84 M .aac" afM - Yaa 1 �+=at ar��♦ O/fn/C� Slack time = none Latest finish = 9/13/64 Prerequisites a none r.•-..�•^__11 n..c Sl.:.11--►1. rr�aI 'ir!'Fa,-ll...'.J'tJ:6IIf�.sr-_CAI1�Y-__,._... Skill 02, SUr ER, 0.3 6 2604 per MAN-DAY Skill *a, MISC EOUIPMENT, 0.3 @ 160$ per MAN-DAY ` HirtpGwE^ GOLt = f720.110 Direct cost t4500 "j Job 62, WAIN SIGNED CONTRACT wwa+• CRITICAL ++ww+ as ------------------------------- Completed = No Earliest finish = 9/20/64 on critical path - Yes Latest start - 9/1'S/64 �H S' -, ^5a I - r♦—y,tLlrn _ gLOjs;n '-! Prerequisites = Job e1, SUBMIT BONDS L INSURANCE FORMS •, Manpower skills = Skill 01, ENGINEER, 0.1 0 .`.606 per MAN-DAY r1:11rtOM� r, I A lotal efl:,rt - 1.i MAN-DAYS Mar,pu.,c: cost = S260.00 Job e3, SCHEDULE JOB D,iratior. a L DAYS Earliest start = 9;10:64 Completed = No Earliest finish 9/13/64 '"r--..Lr.-cc.aia�s]-.yatlal.. •'^- =1 c r♦ •1 s-r t_ y!1?'!46 Slack time = S DAYS Latest finish = 9/20/S4 Preregwsites = none "• s-Til13.I-JII._.ENGIAIEEF_.-_1-G Jti_'.hOt�ia�_1344L-nev ` Sicill +E. M1SC EOUIPMCNT. 0.2 4 1601 per MAN-DAY ` TCtb1 eiiOri • .6 MA .1-DaYS i D:rect cost = $0 ^� y Cl1Y Or REIl1LW-NCLL NO• • r � ' r•^W9-0Ut-3G6-- ^"7'i6Al Iaaaa Duration DAYS E DAYS Earliest start 9/20/C4 ia` on critical path + Yes Latest start a 9/1-O/04 'i Slack time none Latest finish + 9/27/94 'j-----F�wa�e+4{i-l�r+�lsl�4/.'Ir-06*A111 OWNED COWPAC7 Manpower skills + Skill 01, ENGINEER, 0.6 0 2_601 per MAN-DAY SLI I e2, SUPER.. 0.4 0 200s par MAN-DAY &&'II L3, LAR!CNTER,--L.43.24i1s SLi11 NH, MISC EQUIPMENT. 0.5 S 16t's per MAN-DAY Total effort + 10.5 MAN-DAYS .----Jsawpw.+rr-caastjJ,27t.O.LO--- -- Direct Cott 1O :QGE-SDF:riu-3.-LQtiM..S/N-�.^2__ -------------------------- ----- ';.� Duration + S DAYS Earliest start a 9/10/04 csnpletall - Na --Ea=.-.met N' On critical path a No Latest star a 9/I4/04 y t.Siaci. time 7 DAYS Latast finish c 9/26/64 Manpower skills a Sia1I a', ENGINEER, 0.1 Q 3601 per MAN-DAY Total effort a 0.5 MAN-LAPS "appokof- cost -00.00 Direct cost f s0 "r-act-4i.., ND-iGG T4 Fr OGfr^ .--sa •• Li i7'GiL •a••• ------------------------- Daratl on 1 DAY Earliest start a 9/20/04 rap F,Dn critical path a Yes • Lateat start a 4i3OY84 Slacl t:mx c n0oe Latest f;nith 9/21I:04 f.---- &rirtir}..:c.i.r�. - JM,-•LL1i+IN Job 07, SCHEDULE JOB Manpower stills . Skill el, ENGINEER, 0.2 i 3609 per MAN-DAY Ma�,p or:ar cost Dzrect cost + f0 Job e7, PHOTD EXISTING CONDITIONS � ~ -_----'-------------------------- Al �,----;i.;: _�pr�iast-+s7,a,a' •` G/23/04 Ccn.pletod a 140 Earineft fir•isn : 9/:411E4 Or crnticz: path No L-tcst start • 9::'S'P4 ;'iz. ifAa L;;: ._ tcct. 1;'srE4-.:sittL a Job se, NOTICE 1D r'i1OCEED fanpower af:ii I + 6kilI 411, ENGINCLR, 0.5 4 _. --.fii.ali--M&r-..l7:bC EJUIFJAFN7. �J.:13-ief+s.Qa- Nob DAY_ _.—. 1ata1 effort i I.0 MAN-LA';£ w Manpower cost 126u.0U -----T.i,­si-C.o ...__..._...�...-_. C 1 Tt' OF F;E:NT0t,. '( NC.4 Dur aticr, . � PAV` C�r2iedt rt art c 9:;-lp; _iF, at s--—L...'44.— Dn critical path No Latest start 1U/1{i;04 Slack time c 1Z DAYS Latest 4intsn . 10/17/64 ' -CG1ni77'iCx Job Vc. r1CTICC TO PAOCECD Manpai.cr si i l l s c 5t i l l s2. ::Ur'Cfc. 0.1 B 2cPt prr Mill DAY 4"A Total effort c 1.0 MAr:-DAYS MAnpowor cost iC?i.40 Jon e:. INSTALL FENCE Duration s 1 DAY Earliest start - W2E/64 ' i completed ft No Carliest 41nish s 10/ 1/04 Sl:c) time c 1: DA',S LrtGst finish c 7F:'1F/E4 Pre•equis:tts 'c'_ 41L . Or Dlf: DEt1VLR F_NCC • Manpower skills c Skill a::. SUPEF., 0.5 & 26us par MAN-DAY Iota.! effort 0.` M"N-DAYS " — Direct cost : s:' �. b Dustier, 1 PAY Enrl iest start c 9/74/84 On critical pt.th s Cmtatt ctort a :04 Slacl time, c latest finish . 5:271C4 I ,� ---..j-:=srJ:y�aaala.ie-- a" •r'"'�I_L:L:L��-�1:C:X.:.:'`:,-fLi:e15; i. Jc! a=. "'REV. WAGL FOR9S t COMY..ON "7' r;DTICE TO PROL'£ED - • _ c,.[r i i .1s _ . . o. ar1:CF;. tN1 par MW:-0-,`' . . r.. .. c. +! per Mt,h :P'� :U.:. ly . l c, i = AND TkJCii. 1.0 C :OOs per M4N DA'. i 1 i a. ,s_ i.?u1F'MFNT. 1.0 6 16Us per M0.-11AY cat - t:_ : CITY OF REN70N-WELL NC.9 mlaeir rf—Q ��w1:3:.i1.:.:.i:. RWf>-A1:D�/1K'+lf-�.Ui41lT iF.L- -sass-bkT IiLAL--aaau -_ -_--_Duratib It: W YE-___�- _- - Earliest start = 9/47/04 I ..IID/B' On critical path • Yes Latest start • 9/-7/84 slack time • none Latest finish 10/18/84 F e e -41,11,r� Jab at., PREV. WAGC FORMS L COMM-ON ^?_ MrnpGwsr stills • Still 01, ENCINCEF. 0.2 0 ::i0s per MAN-DAY r-. y,U.-r�s ,_..:-a QSiJ1-par-Yw:N-_DAY-«._ Still 08, MISC EDUIPMENT, 0.1 J 160% per NAN-DAY Total effort • 7.5 MAN-DAYS 00 Direct cost = f0 Duration 0 DAYS Earliest start t r.._-,-•-w _ - 4a114t-L1t+ifA-a—>P rZSJSa Or, critical path = No Late_-t start • 10/12'84 Slaci time = 13 DAYS Latest finish G 10/ .2/84 �"si+'�yus A�Lar,s-3Gb X:rl�aD.T�I Lr.1L+:.1tiG1�l:D1S1:�C._—.— Jab e10, STAKE OUT PROJECT%,EXPfeRYDkUTIL Manpower skills none M:anpbwar cost = SO.UO " Direct cost • $0 Job 012, STRIP ALL SOD AND STOCKPILE ----------------------------------- '�' n.,-- c=11oai_iLr• w^sL94..__— iiar.-aa3--0AicL - ` Ccmplsteo • No Ear: -t f.nieh = S!;.8/E4 ' 0'. critical path o No L,wiest start = 201 1C'8i cis.-1.-1 .'.-.n. v+ �,e _r . .n :- 1(y •7iun._ ,i Prerequisites • Job e7, PHOTO EkISTING C014DITIONS Job e10, STALE OUT PROJECTkEXPe14YD4UTIL Marpower si.il is £t.:]1 04. LADO-�Ek, I.ii a per MAN-DAY Siili. %V. MIS" L0,ilF'ML01, O„ u IL04 per MkN-DAY Y_._4-_mAN -La"t ' Ma-,Gower cost • $744.00 Direct cost • 11:50 CITY or RCNTON-MOLL Nwi.S • L..ICb i14.-LYC/.i'_tt.A tL1ME t_Q& .12._tD�NC`A1F'E Dir&tion = 1 DAY Earliest start = 9/26/84 r-.1 ^.t-f.3t.Sat.-a_..S:�blBq i On Critical path No Latest start a 10/22/84 SlacL Lima = 19 DAYS Latest finish 1U/23/84 �rsreq�isi Las - •qp..#7�-i4ipIII...Elt.jr►Ily1Q..CDtipIT lDIJS JcD e10, STAKE OUT PROJECTLEXPeHYD1UTIL MAnpcwer skills = DI-ill 42, SUPER, 0.2 6 28us per MAN-DAY LL:I1Pr=j nrr FcTr•n _p_4y.. "erg_ w�ii_I Sill! 04. BACI,HOE AND TRUCK, 0.4 It 2004 per MAN- Total effort = 1.0 MAN-DAYS Di Disci cc,%t < eu trr. e1=. _ np:ngE MY.'.t.S1LLl;t:fi. _ � _'_-__ ' Du. &Lion . 1 DAY Earliest start 9/26/64 1 r4A4LjA t" n _ rarl imat f- h 4/?7/Aa1 On critic?l path, m No Latest start = 10/23/84 slarl. t-1me 19 DAYS Latest finish : t0/24/e4 a•4 Fxray •11� 1 SIT FOry t^•;LnN'_P•1:'r Manpower skills = Slrill a".•, SUPER, 0.2 a 2B09 per MAN-DAY i Total effort =_0.2 MAN-DAYS w .t sue. nn Direct torsi s�S< mi. nrrnrr. j,1 r ...., rrtttrni _________________ _.._-.-.__ D4ritl On = :. DAYS Earliest start = 1Ullfl/84 earl4a" s l =h to/e.t/aa 0 critical path r. Yae Latest start • 1011£/94 E)tcl. tint rcne Latest finish . 10/28/84 uerr rt Mr , i rnrw nu ^ __ ; I JOG e6, NOTICE TO PRDCEED JeD•eS, INSTALL rENCE "� — tr•_1111�_.-3ypp_Dcur. nr.n..g,,AMFat mlulntttcL M&nppwor tI i l l s = E..i l l a::. £UF•CR, ..1.2 r 26irs per MAN-DAY Tctcl eifc.'t z !. t1"IN-DAYt: Direct cost = 41350C, C1TV Or hENTON WELL NO.. • w++s—B+litdi�Cr-F-riac-AL337.'y' i!s r ---- --0A----- ---ANP-------Q. �`a+-6RSSiGiI i�• Doretion s 5 DAYS Cerlieet eta-t 10/78/64 f� - Ir On critical path a Yes Latest start 10/18/94 Slack tins none Latest finish 10/25/84 .+�:+-�:++{es-�-,ias9-11S�-AFSL,--WAC.6-FORN6-i�-COMta.O►,I ??? 1„ Job eb, NOTICE TO PROCEED Job e4, INSTALL FENCE ----- --_—.7c►_M L:,-£IfQ1=31RwC-aND -:wMFiE-StJL'95173AL—_-..—.--_--- Manpower skills - n.one Total effort a none C�rett cost . SOOQ( e-. a.rt nrfirr,-Li.UI.T-AND-DLLI-1t[f:.�.�.� ail. Cr-`1T�C46. ram••• �p•l ______________________________' �rl Duration a 5 DAYS Earliest start . 10/18/84 I— ----+r--.-per mti IIr. Fullest finish On critical path . Yes Latest start 10/18/94 Elar.l time a none Latest finish 10/25/84 -a�lGt-t.".r_.L'J.CJ�--442GL�Dr.'t1:1. 'L..Y"..-04: '•••, JDb 06, NOTICE TO PROCEED Job MS, 11_IALL FENCE b-s:l.-SSSOP-D[:WG-At.W_SAIV:L,E_al iam i T TYL .anp G.,er 511I:s r none Total c4fcrt = none Fi Direct cost $8)00 I---iEfb-113AT-i.00AiS-SP ---------- ------ �- Dur at+.:v, s I DAY Earliect start 4!2 I/Fli --- r-�O.4f+l�i w N_ --ra-la." -iinact On critical path a Nc Latest start - 10/24/84 Stack time 23 DAYS Latest finish a 10/25/84 or 0 gi11z414s -4A6,-*0T2CE_III-AAQCCTD---- -_ hdr.�Ca@r 61 11 ! s a Fii I I I a?. E:U Cp. 9._: W ?E0e par MAN-DAY Shill 00. MICE Lf.'L'I1'MCt41. U.5 @ lV'S per MAN-DAY Manpower cotit • s220.00 Direct c64t s. L(I w CITY Or RCNTON-WCL1 NC1.5' �'�:P.-0DTA3a1-AYiLWLB-RFn701S-. .._— "�sa a-,.LR37lCfu. .rraar_�_ ' --_.-_-.--_----__---`-_ ... D.r at on I DAY C►rl:tst start " 9/2I/04 ' j On critical path • Yes Latest start 9/21/84 I � Slack time none Latest finish + 9/24/64 -J�OIl-GE " Manpower skills St i11 02. SUPER, v.5 8 280a per MAN-DAY Sf.ili 98, MICE EGUIPMCNT, 0.5 0 We per MAN-DAY Manpower cost w $220.00 Direct cost + i550 " Job e21. OBTAIN HYDRANT METER ----------------------------- 'v n .--. ,y, niv r:..!;Fsr "r wrr Y or�)iA4 Completed + No Earliest finish + 9/24/84 " On critical path - No Latest start - 10/29/84 s).,a- ti.- - !'A SAVE I "t_.t 41., _.+r fAitrl/�0-.— �' Prerrquisxtes . Jco ea, NOTICE TO PROCEED w►1'L Manpower stills " Si III N., £UF'EP, 0.5 tl 2802 per MAN-DAY "A,:_ncv Total effort • 1.C, MAN-DAYS • "i Manpower cost + s.20.00 —` ' JOG 022. ADJST HYUMIT8. MH, CE''S EIC ww.ww CRITICAL •++++ Durwtion r. 1 DAY Earliest start = 9/27/84 W; Completed + No Earl:est finish + 9/28/84 Ins -0r. . ..1--t ,—tn.�-, 21c. I-p,a-.�.�. ,M-- �ritual-�patb-+-.ltas- Clact. time- + none Latest finish S/2G/84 Prersquisitae Jot 04, RU'. OUT 101,, Jon Na, NOTICE To PROCEED `) Jc 010, STAKE OUT PROJECT4E?'POHYDLUTIL � r._......�- ems,t). � n, .a L.-Y2..�`1JCFA.-.3�il-$�.BW-Pac •rnu m _ Still 4T. EC'UIPMCNT OPERATOR, 1.0 G 24-if per MAN-D S(,i 11 so. Pi,CI'HOC ANL TRUC'i . 1.0 t 200t per MAN-DA' 21,7E1JT,-x.`-Z-4444 -0Yr-l2l fi Total effort w '_.5 MAN-DAYS �j Manpower cost - f800.00 M C-111 Or NLIOUN-WELL * • ift r- Duratior, • 1 DAY Errliett start c 9/=7/84 �•�li.ath fito 24/84 On critical path . No Latest start • 10/24/81 ' Slacl. time 19 DAYS Latest finish • 10/25/64 Manpower %rill& • S1211 s=, SUPER. 0.5 Q 2B?s per MAN-DAY S..nJJ a:, EQUIPMENT OPERATOR, 0.5 Q 240e per MAN-DAY 51.ill 06, MISC EQUIPMENT, 0.5 0 160a per MAN-DAY Total !Mort • 2.0 MAN-DAYS '"'.•.power--cost_a.fA40..4(1-_-�____.__._._-__�_ _., _ Direct cost e�? :,. - ------r r -- ---- � _ _sts si.-LRI TICAL rccc• Duration • 1 DAY Earliest start • 10/25/64 1 �-••����•�••-a-alo J:acllrit ti4tLat+sin�26 ea ' On critical path Yes Latest start 10/25/04 Elac6 time = none Latest finish • 10/26/84 SCF'rr, jt rx, Job 017, ORDER C Fi AND DELIVER - Job 012, STRIP ALL SOD AND STOCKPILE 1..«-04 I, r nrarr SF1_v UL cc 1 Iypg Job #25. C'RLEF, DLLI':ER F.r'E BEDDING Jot M=G. REOULET UTILITY LOCATE M."Po—r aJ 11, r`: .L1_Jl_. CIIIVTI.._L:�.--Ik—^3_.1. pate n<,'-n4y S1.111 e:, EQUIPMENT OPERATOR, 1.0 Q 240s per MAN-DAY Sr:ll 04, LABORER. 1.0 re 200s per MAN-DAY ___ —T__=•.a.11-y6.,_.gpC1,µOC GILT re Ir.• ,�_O y ^•rrna Syr wnu_naY__ . U.u1 e7, TRACI LO.:.+CF., Q.5 L 2&:•1 pCr MAN-DAY 51.111 %O, MILE ELIOIr'MENT. 1.5 1i 16it oar MI:N-DAY it Manpower cost a $1160.00 "; Direct cost a sJ JOL a=C, DRDEN G DEL1,1CF( Plr'E BLDDU+C. --� .._.—_. '..1'...____._'_-_— Completed • No Earl:ecst 41rbat, • 10/19/94 On cr; . cal path n No Latest start • 10/24/84 t -._a_.A_nav1i Frvrrqu4%!tm% Oc,b bC. N0710E 'O PCOCECD .lc'- e'1. LPOT Pr'W6 441:1' SAY.F'LE SJFM-7AL Lt al %fists G.� �.tA LAY'. .. -. _ . . !"t,r.p b�.ef cAst • 1B...Ov • " CITY Of kCNTGN-WEL. N0.^ .T'�""'t"�-+`+i- c,, , ,s�,1}:sJIL•:11L'.17F .._ • '—Joo"K.rL.-�CiC .SJY.'Lf-CONCF._un, , e cn-r..--_�.�- _. _._ --�-�___�__. _ Duration I MY Carlie0 start - 9/2e/64 On critical path • No Latest start ft 10/2E/84 Slacl tine . 19 DAYS Latest finish a 10/26/64 c.�••.-q s," ssj-Jot.-i^.3. r-wTti l.--t6Vi_L Okl SEFCRCTaS Manpo.+ar shills S1111 •S, EDUIPMENI CF-'EFiATOR, 0.: • 2401 per MAN-DAY SF31I 44, LAEORER, I.0 It 2001 par MAN-DAY u-, Elk LrtGLJi1Q -1 LAX,-..11.I3...:v:w SI III /S, Ali` ANL POWCR EGUIF, 3.0 i 2801 per MAN-Da Total effort a 2.4 MAN-DAYS }1 .._.anneunL.G.�SI _- Direct cost t:".:, .lo. 0-7 F,Fi UI "S"LlUr iN^_T c_nr1 •rrw rr"ITIrAl 1 '__-____._..___________________ Duration a 1 DAY Earliest start 10/26164 r.+.r.al egad-a No �a}ie¢t_{1O1f1LL1Il!^Q(84 On critical pEth a Yes Latest start 10/26/B4 Slack time = none Latest finish 10/2S/64 _ Cra�,g r�" .s.l ' � L�'.4,._Il�I0. •,c.••_111iIL� r Job 026, ORK THRU CONCR. WALL & PATCH Manpower stills . SL111 s3, LDUIF'MEN1 OPERATOR, 0.5 i 240s per MAN-DAY • __" c, , I i ea A. 2hn4 per Mn,i_MY fil ill ac M12- D?:;:r.nC1aT, ..0 & 1a0s par M,.I,-DAY Total e44c-t _ t MiiN-DRYS Direct cost so -____-__-_-- ----__..__.._.--___ Pf.v;, Earl.est start '= 91 Y5l84 ,.,� th^1;.laL tC �,_ __ r=•r.�y, ear,ah 91-71644__ on critical path No Latest start a 10/=1114 Slack tine 20 DAYS Latest finish a 10/25/04 -Fair;ouiai.tsa-s_..1sat.-A fig S'l a'E ECIL£aR@NvULu 1L—_ Mar,pc,+�r skills SI111 61, ENGINEER, G._ Q 3(.0t par MAN-DAY Tct.1 effort • 0.'. MAN-Df,'tG Direct cost a 90 On crltici•1 path . No irte%t %t,.r t. 71.';o.E4 r-- ---61 ack tlAw 42 DAY tatest 41ni sh + 11l.•�l84 rs..rreq„i ai Lea-.�1ot yliJ._:;:G+11]J: u1�LLSI YHiDW:141. • -. N&hj'Q. 4_ SLiI1a < &1 411 M=, L"E'. ; Li,. 4 .UUs Par Mwf,-LNY F+t'I IG,.L LD.•Ir', G.2 & 2601 per Mr.N-UF .•.----�Jaia3-al.i:xk--.c.AA-s1At:-J1F:+� ..... __.. _... . . _. . __. .._ _ _ Manpower cost . %91,.0,� E;rp:t rott . 1 .- TN' Or RENION-WELL ND.S • I b 07v. FUWCr: LINE INSTL EY PUGET i-WR —••••• CRITICAL •"••• -_ -------------.-_----__--------------- yen t-w'RS 6'PiiiH�t.�F1. Completed - No Earliest finish - 10/70/84 On critical path . yes Latest start a 10/26/84 Prerequisites . Job 0-0, STALE OUT PROJCC74E%PEHYDLUTIL Jut e7.2. INSTA-L "-" LINE t Iq.Cl f ILL ----.-- Total effort - 0.2 MAN-DAYS Manpower cost - $56.00 _ Ei-tt.4tj�r - _ t s3:, ENCASE POWLR LINED CROSSING r•••• CRITICAL •a•"• Duration e 1 DAY Earliest start - 10/70/64 Completed . No Earliest finish . 10/31/84 �1a1-mat,. -•�5=star-s.- -3413Ci/Y4- S'acl tiro none Latest tlnisr, I0':1/89 Prr-racoisites = Jot +30. POWER LINE 11JETL EY PUGET PWF: y.,..a. -ci.a:k--L7.a:a-->•:�-t.:3riLi.�..L.:.-as�i-iav-�L:F`.Df.Y.—_"—'-.—._____. 1otc1 effort 0.5 MAN-DAYS npower cost 0140.W of *I:. 114STALL "C" LINE t EACI*rILL a•••♦ CRITICAL •••" Dur at for, . 1 DAY Earliest start - 10/25/84 Completed a No Earliest finish - 10/26/84 1�1 pa2A-e-Yes_---.---_._--�-a,tost--sisrt - Slicl time : rune Latest Cir.lsn Pir-r eow sites Jot e6, NOTICE TO FRUC4EL —_.-�.- Jot e28, REQUEST UTILITY LOCATE Job 0117, ORDER C 6 AIX DCLIVER -IN.WO-I.WD fa.MFJ.E-LU6ttiSSA4 —.. - Jat e;', DLTAIN kDOT E..LL'7ENI 50'r.F�. ?.0 v It per F--'"AY • - :a »=., {UU1f'1,I-NI 0jV.:.i0G.--4.0 U LG;A -P*.--1W:+- "'t 5 .:11 44. LA6ORER. 1.0 Q 2i,04 per h;lW DAY EI iI1 06, 6ACrHOE AND TRUCV, 1.0 @ OOs per MAN-DAY __-6ii.I4-*7.- TRALwL0ADER. y.O41-2W4 +9r Sj : 11 e9, AIR ANI K-W! r,. EOUIF , :E?! per MAN-DAB' TFti.i eFfurt L,n RAN rdf.iri Dirt,ci Ct.bt • *t.r ..._ __ .- _. _.. _.. ....._. CITY Ur RL!JTD.,WCLL N• • ii+:-:.r—L..3i.L4r-�aia-AC3:IGG.•D/.iA--_--_. — Jl[J..-AFTA1NJiDOT-iASfiliF+1T-- ____________________________ Duration • 0 WI..V£ start Ges�ie6ee - Ito i 'la-is:-t...:str-=--�s�t;y.. On critical path - No Latest start . 10/25/84 Slack time a 24 DAYS Latest finish - 10/=,184 iy Mi, IIC7 iCL TO kI`DCfGD — Manpower sl.ilis * none Total effort - none M Direct cost a 60 ..--Sot-r3J►. --0r, TuLF�--- ------------ - Duration 1 DAY Earliest start 9/21/84 On critical pith a No Latest start a 11/^5/84 - Slack time 31 DAYS Latest finish - I%/ 6/84 -1a0-J1: f'RF.1lJ0A6E.F-0RtIS-L CDMM ON 222 Job 06. NOTICE TO PVOCCED Manpower stills Ei ill 01, ENGINEER, 0.2 it 7E -1 per MAN-DAY ��_.—_ til air-:Li:�..rr' -r'-.r-'a 'w;.i.-Fe= Y+aea--D0.1• Total effort 0.3 MAN-DAYS Manpower cost s100.00 x. Job 07L. INSTALL G=STE ***** CRITICAL *�-*** Duration e I DAY Earliest / .art a 11/ 6/84 Completed . No Earliest iinlsh - 11/ 7/84 _ 1"---0w -ppt*. was _-_ .___._--1.stasi-ataci - 31 ' 6"W I, a zcl: time • none Latest sinisY, - 11/ 7/84 Prarsouicites . Jib 074. D/.DCF. AIJ:j FAD W-TV t DELIVER t r" c.c c'T i rj 6CICI Manpower si.111s - Skill 42. SUPER, (1.5 @ 23Gs per MAN-DAY £rill e7. EDJIF'MENT DPERATDFi. 0.3 @ 2401 per MAN-DAY — fikaJ3_44. 3WN-DA Y CI %: l aC•, EACI HUC PIC TRUCI , U.5 8 2091 per MAN-L•PA Tote) affort o• MFd.-D;,YF Direct cost • IISO • C.Ov 0; F.LI4•01AK NQ.9 • �r ilaOn-0,90 i k b rT-i'lat�al�ihlN++l,ii �3pt"�lSb i-3}JW{Mt-"{�Y-�'i NE.— _�M-0RIi 1C�1L Y�Ya• 1-DAY Earliest start w fPl1�/84 Dn critical path Yes Latest start - 10/25/94 � j Slaci. time - none Latest finish a 10/26/84 ".-- q iA6E-.'--�F"+•,e1��.•• •` •••'•• Job 010, STAKE DUI FROJECTLEXPOMYDtUT1L Job oil, SHOP DRWG AND SAMPLE SUBMITTAL _--.-- -J ch Jll�• STRIF,_aiL.L bOD Q4L .STDCj 1LE-.. .----'-'-- Job 017, ORDER c P AND DELIVER Manpower shills Y Skill 42, SUPER, 1.0 ft 290% per MAN-DAY _.rJ.:13-JLS,--iGU1F-MCN7-DPF.RA7DPti-3-<+-i "nn---0 ISA'J.DG " Sti:1 ec, LAF'Or:ER. I.0 i 20Jf per MAN-WY a ill *L. BACKHOE AND TRUCK. 1.0 6 200E per MAN-DAY 23A.1.3]c "j Skill 64, AIR AND rOWER EQUIP, 0.5 • 2806 per MAN-D Tntal effort . 5.5 MAN-DAYS Ma-pm -or Goet � .syypU�AG —. Direct cost t350 l ------`--------------------- �IIpI,. D.iratior, DAYS Earliest start 10/2L/84 " On critical path Y Yes Latest start 30,::L/64 ." lac. tim.:; nona Laical fir.i sh • 14/�OID4 f� r.,.�.c,,.s.aaiaa. - •.....-Y.�,,._L;RL:t�.Jtlnrr-r-" r �•..+ _ Jot e10, STAKE DUI PROJECTS.EXPQHYDLUTIL j" Job s3L. INSIALL "D" LINE WI wnu._nev, L (+OMea--ek is li�LS-II-�Mi. LUPjR..r1J! QIFLRP.]RF-p.er £i.:11 C . LC'Jif•MEN' U�'E"r:C.TOF:, 1.0 d 24i14 pFk MAN-Df Ir L1 i11 44. LACDiiER, 1.0 R :U t per MAN-Di.Y �Yr Skill 07, TRAC3:LOADER, 1.0 a 200S per MAN--DAY S1.311 19, AIF. AND POWER EOUIP, 1.0 ! 2S06 per MAN-I total-s'j4er% — Mnnpower cost t:4b4.h0 Direct ccct Y ..t i C1Ti Or RCNTON-WELL ND.S ri �•TDlJ,yATe --------------------------- -- -- Duratien • DAYS. .. Earliest start • l:r/.a%E.t JlaLao..iJAi ._ r-lia ci-�,„•.w 3U�:1L'.Si On critical path a Yes Latest start a 10/26/64 Slack time a none Latest finish a 10/30/84 Job e10, STAKE DUI FRDJECTt EXF'aNYDSU?IL Job 176, INLIALL "D" LINL Fi „s oon�:'yi.111' s..�i:ll-1 1::..ZURrF:, 4.0 a "EKA -,par lYiN-LRY.___ Sk111 03, EOUIPMENT OPEhATOR, 1.0 8 24(A par MAN-DAY S ill 64, LADORCR, I.0 6 2001. per MAN-DAY �Lill_!6 uorr,utr aaln SFJY2..-I-" .2nnt e.e Si.iil e7, TRACl.LOADER. 1.0 a .^.806 per MAN-DAY SIill a9, AIR AND POWER E00P, 1.0 a 23vt par MAN-DAY Tnt.1 a`4tOLt_. )_ 1M&N.r&yq __ Manpower cost a s2960.00 Direct cost a $150 Job 0�9. PRESSURE TEST 121LDI l.Dw1 LIN" eee•e CRITICAL eeeee ------------------------. _-___________- n,,,-.+,r.^ ^116_n ra.i ,y,at .tart . 1n.en.na Completed • No Earliest finish a ill 1/84 "• On critical path a Yet Latest start a 10/30/84 ..11. i t.ae . nn• , .feat I.n+at. a li/ IJRA F'rrr&Q,,i La talk • Oct a^I. D£74.1N MvVkANT METER in Jot 447, INS'i ALL 1_" DI LINE —�Gt.Jt=£._11�:SAi r i^_ n7k• r •tit Manpower sAillt Si ill 112, SUPER. 0.4 a 280t par MAN-DAY S+.ill 08, MISC EQUIPMENT, 0.4 a 1"t% per MAN-DAY Manpower cost a t3C2.0u Direct cost • 00 Job e40_ 8l_FL-1T" DILDWI LINE,REPL SOD •saes CRITICAL asses ,l Dfi_ s'...l y�.t .• Sei f inQ Conplated • N: Carliest iinist. a 11/ 2'64 Or. crit=ci.1 p:.tt - Vs Latest ctert • Ill 1/04 1're1eQ02t1tRs • Jct. e?9. pkESSURC TETI 12"CI 4Dwl L1NC6 Manpower alilis a SI ,ll eZ. COUIPMENT OPCRATOf, 0.5 a 2409 per MAN-DAY __..—.__.—,._._�:LJ,1.1-alT , cCnrrry.-.J ^-s' •• .'.t fyr n-_tom*;-^.r.��' L+ ,ill s?. Ti<�CI'�OAQCR, 0.t 4 :E'../ pot MAV..OAY t� I:1 R5, h!; F7i'1"r.Cpl, • .0 a 1f.W p7r hLY-L(Y ManDOwtr cctt • tb.1V.00 . .. Direct cost a sir • JDE DESCRIFTI�REPORT CITY OF RENTDN-WELL N0.9 • __ ^_ Revision 7, 9/11104, FiIO RENTON.DATA —_preparJtl Jai .n.rMN.JLOUGH_ Jet 041, PLACE RUAG Bail t F; R7ii 491a6 CRITICAL *to*, � Duration a 2 DAYS Earliest start a It/ 2/94 Completeo a No Earliest finish a 11/ 6/84 Slack time a none Latest finish a 11/ V94 i Prerequisites a Jab eb. PREV, WAGE reams h COMM.ON 74^ _ __ ___. .._ _,InL .ii7. pH07U_Fa:I:i71N4Lrnrmtl2��di Job 010, SLAKE OUT PROJCCT&EZPINHYDMUTIL Job 011, STUN' DRWG AND SAMPLE SUBMITTAL i ---- .-. ---- -- _ - ---'Lot ,YS^, STRIP-ALL-SOD-QUD STnrkr rLE Jot tT�J, POWCP LINE'. INTTL G1 PUGET VWF. ' Job 040, DkFL 12" DILDWI LINE.RCPL SOD -•_ _ _ ___ _ .i r.�.. rn^ S7fiSE1LE em, x cam, cn e Manpower skills a Sl.ill 02, SUPER. 1.0 0 280s per MAN-DAY L Skill M_., EVUIPMENT OPERATOR, 1.0 O 2400 per MAN-DC -SkS-I d--4F7�--iFACkLOADE �'• Total effort • 6.0 MAN-DAYS Manpower cost a 41600.00 1" P _ �1 Job 44C, STRIP TOP SOIL 16 STOCKPILE • -_ _____ .�...��--___ Dur ztion ...1 GAY Earliest start a 9l25/84 ' comp!eteo a No Earliest finish a 9/26/P4 {iaLA.,tu, ' •t.eci-stars-s-iti 4494 - Slack time a 27 DAYS Latest finish a It/ 2/84 Prerequisites a Job 05, PREV. WAGE FORMS t, COMM.ON 7^^ ..-3oC-M1AT--FT-AI:E--0UI-.PR03GC�iKxWi+WD4UI3L----- Manpuwer wills a 91.i11 N_. Lt%VIF•11LN1 OPERATOR, 1.0 @ ^401 per MAN-DP Still 07. TRACI'LOADCR, 1.6 @ 2ElOt per MAN-DAY Manpower cost a $520.00 Direct cost a $0 Job 047, LLCLIVCRY Or RCIN STECL S. FORMS ___----Dw=itaOri-a.l..-DAl'__ __._ _..____ _.-mar 1J�LLiLac-t - ,n••S,r'' _— Completed a No Earliest finish a 10/19/84 -� On ceit,cal path a Nc Latest start a I1/ 6/84 F'rereq..isitvs a Job e4, DOY OUT 001, Jot MB. PRCV. W;,6C rOF:ME t LUMM.UN ^„ .... JLL 4:1. -- r.cnpvwer siillt. a Eu ::l el. LNLIMCCk. l.0 s 36t>t per MAN-DAY Total effort a 1.0 KAN-DAYS - .. '- ....... —J4anpvwar • D:faCt LOit 415:.V FROM JOE 41 TO JOE 47 1nl,r U" N't F__ _11 ILA'. C.•IY Or ICI.TOar WE LL N• • •#w.-vt----+i�.�:i4r -l-.iw-i.Ld.:L::.Y:.«L-- _ — W�- - --- - -- J,------W1.1.1.�OOS.IHGe-.— ro1�YGA4-+assa— _-DLWat%L•n . 1 D. .t. -' - Lrr.7#rt rt"et It/ 7/04 'ii---+r:.i' *ti d+4.1v-----------:�i+sat--6awwe..+e- .4 , C1G4 ' ! On critical path - Yet Latest mart It/ 7/04 Slack time - nons Latest tinish • it/ e/94 Job MSC, INSTALL "C" LINE t 1,ACCFILL JcL lS1, 1NTIPLL "B" LINE Job 630, INSTALL 1_" DIN LINE J0c e40, !'r.rL 12" DILDWI L1NE,RFPL SOD --. •-a-«.:it.uucC-rwan�acscz..J-t'G-acici. J Lt t4:, 6C,.IvERY Or 'TELL t FOF;ME JrL anS, PLACE CLCC,Dkkltlir•II'E £1CI.CL2 S1111 e3, ED,IIPMENT OPERATOR, 1.0 0 2409 per MAN-DAY Shall 04, LAE'--0RER, 1.0 • 200s per MAN-DAY Tctil e,forl =+ 4,t, MANS,A/F. I+;,np Gwer cLst lieaO.00 _ 3OG-045, POUR PUMP I WALL FOOTINGS ••ssr CRITICAL +++•. D.+rat:cn - I LA'-! Err!;ast start . I1/ 8;04 Coapleted . N., Earlivat finis`, 1%/ 9/84 '. ----1X.-cciiac..:-�:.L�:-Yss--_ -____l...i�i-a:sci-•-liu1.:`+'.I 51ac1 time a none Latest fam st, . 11/ 9/04 Preiequit:t+s • J6L 044, roam r•IIMr• s. WALL FOrTINGS .-_._-ltaapc'�'s: ..as-LIJ�-s_lJ•alJ -1t;..-S:tu'F:F.'.-3.G_i-."`♦k+t--Por-Zf4hI.0AY-_____��_—`— I r, all e4, Li;COltif.. 1 .0 a :'OUL per MAN-OAV %0 M GC. CC,L,IF'MCIJT. 1.C• m 1LlN per MAN-•OP•' I ManPower cost . %G40.00 "I Direct cost • L40C Jot Mot. ETR1F 1`001INCS I, rl,p; r:!.S •arcs CRITICAL Ms••• •:: .__. Lu..:a a.r.. x. i b..:' __ - ___.. .. ___l«t�:c..t-F�.:+a-s-33: .Se�E<_,_—. C;>mpleted • Ncr E&.*I:eat -'inith - 17/i2/D4 �f On critical psth Yes Latest start • 111 9/8+ laaiaa-e-t1�3:.sa4— rrrrsc::t:tLs Jot Mcb. ' p,�npC+.,:. a: . ii # = SV . . t:. .. .' C "L" t .C.' tL,•,L.L.q� f. _ ..a t-or MAII-D,',i 14i 1l eU. M1SC L0%Jif tL'0 - 6 16vs per MAN-Ds,Y- .� Me-paver cast • s'�.7r,.,•„ O.ract cast + s2mv r C11Y OT FLN101+- wE6,L NO.4 • �'es'se."Fef�fli-k66.4, ... i • -- I�-#47�-£sFii'-YL6-•4F'�6-F-T:-FAp�F!-PF4 .� � ..G&144 A1-� D. •eti on • 1 4AV CGrlieat start :I /l_ 'E'4 :' r 'ti+wrL•-�-alw•Irp-s-->r�+-i�fi.•L— �,I On Critical path a Yes Latest start 11/12/84 Slack ties . none Latest finish • 11/1.:/84 �x1 -+-3eb-4i0 n-6Z i4FL-F9GT #"+- 1WIi-464"-Lt.B MEMFowar skills S1111 02. SUPCf,, 1.-- a -304 per MP.N-DAY Ei 111 e ED11}T'MCNT Dr,ERATOR, 1.2 a 2401 per MAN-DAY .-ZL.11-Jh.-.A:.G::Cf., V ill $6, MISC EQUIPMENT. 1.2 a 1604 per MAN-DAY latal effort • 4.8 MAN-DAYS Dmrect Cost • so .-.1_4e4n _SLQk iF-lWlSitl-S.I.AD�. __.__. •eau Sl-1z4CA. ---------------------- Duration • S DAYS Earliest start • 11/17/84 Cm Fp1-%" I- r-1a 4 4 ' On critical path s Yet Lattat start • 11/1:.154 I all t:rt.a : none Latest 41n%sh • 21/20/04 :•—�-.-�.�-.ii-l.r�-+-•+l�.b JICZ.�I1.=c ••' rr°r11.C�-:l-J-CG ry nl.c s Jot e40, PLACE' ELEC.DRAIN_FIFE SVCtCL2 ' Jot e50. P�ACL ALL UNDERSLAE, PIPELC0113U • ry s••s-Loa-ki-a1:.--Gi]cGA,-t+-Z.li�^.BW--Aec-JIAN+DC.1i-- 51.111 a;. EOC1, WENT uF'CRHTO':, G.2 E :Aid Prr Mid4 ;4N SI i l l 44, .ui-.is.l.s-p:�r- ••...•..ry total effort a 4.0 MAN-DAYS Manpower cost $6180.00 - n.-.,..t -eat ad;ri .. Jor a44. i .ACE E.CC,D(:A/N:.F'I1L C'JC':L� ••.�• CF:I1 lC.L ie..a Duration • 1 DAY Earliest start • 11/ 6/114 'f Comploto.1 • No Earliest finish • 11/ 7/64 �a4Ai-Yes--_.___�._.. __.-t.-test atAr i-+.-331-L=Ba SIac1 time • cuss Lath a fi�.isn • I1/ 7/64 Orel equ%sites - Ott 041. PLF.CC PC•At DALAST f 1 - -.--...Xani'�wr.--skid•-i -1:.Ji'CI.. par =4 :da=.:._ . _ . ._ a,. CCL'IF'MCNT OCCRATO;:. 1.P li :4C.t DE, MAN-DAY Shill a=, LADGF:CF. 1.'1 a 2i 'A per MAN DAY .i::444-$W..-A:AC1-MJE-ANI,-S4W:L. -4-O-JA..ZJOs.-La.'-4-46-DA:._ Ll all a;. r:FC CC'U1C-MCNT,. 1.4 G 1601 p�; ..- . ' i_. 6.i. MAN CITY Or F.EN1Or.- WCLL NC.S c�•is 8+t-�:la SiL1ili$1.91.IS..-- Duration DAY Earliest start • 111 7/04 r On critical pain • No Latest (tart • 71132/64 Slac/ time • _ DAYS Latest finish • 13/13/64 c.-.ragwai 2.ea=JooJtaR. n' err V' rr �yplyy I i/rr.r•, o Manpower s1.1111 • Sl.ill e1. ENCINEER, 1.0 6 !60t per MAN-DAY E1.1.1 f2. EUPCF:, 1.0 3 20Ct per MAN-DAY _. SL_I-* _9:. EOWEBEI:7 per.-MAN' : - — - SLi.l 44, LALOREk, 1.0 6 2004 per MAN-DAY Still 46, NISC CQUIFMENT, 2.0 6 W16 per MAN-DAY Manpower ccat • l340J.00 Direct cost • $:XK10 ", Job e51, PLACE CRUS14ED b AC PVMT aaaae CRITICAL ♦►see -------------------`-2 _ c..r ,a•t start a l v an i84 Cor,pletetl • F.c Earnest finish • 11,'27/84 On cr2t.cn.1 pctn • 1Fs Latest start • 11/20164 i" -_laJ-S.lsa-i,_s1O.u . _ _ _ _ y.a•••'• ••`••n . 1. r^pine " Prerequisites Job 04:, 6TK0P TOP SOIL t STOCKi ILL • '''' Jot 046. POUF, L rlWSH SLABS J.co_1L:2.-ELS.CE.SLF-S311--.� Man;:gwar sL:la • ntns Total 040rt = none ^Direct coat • t7500 _-- -------------- -------- Duratlor' = 1 DAY Earliest start 1./ 6'84 r. c .atutl ray::__,---- .._..-F'.+'haft-iirr sla-�1.:.L. a— Or. critical path • No Latest start • 11/19/04 Slacl time • 9 DAPS Latest finish a 1-1/20/B4 �XlLi itLLl aaims-a FLAC-111 D.-BAL.GSI_LF.���CY.— JU.. e"_, E.T!"11 10- £=1L 1 ETOCIf'1'_F tt..n pbwrr iV 11 L. = S''111 a'. EDIIF'MEP:r par "AN-D £I i l l f17. TR«.CI'.LD0.DLF, 1,0 6 98Ut per MAt:-LAY Total effort Z,.0 MAI."DAYS __ganpn«ar�awt .:a7:u-O4 - _- --- —•— -- CITY Or RE NI ON-WELL NC'.S vM6rrFr,--41-1-iIi4Y-F't i��iC/+ii1N eiii�iA— �` - _. . _.. ---Dr.r sti or • ` '+:Pf.�• Earliest start !1/27/94 I' On critical path a Yes Latest start a 11/27/04 Slack time a none Latest finish a 11/27/84 '' �quirsNr..�-3otsJ1^_9r-FEt7['iVfi-LtTtiCRFSF�UgP — �", Job *5:, PLACE CRUCACD b AL PVMT Jcb 45:. PLACE TOr SOIL Total effort = nons Manpower cost a SO.00 Dar- ct._rost-a-s4ou *54, P.EORADE TOP SOIL. INSTALL TRCC ***** CR:TILAL ***** Duration = 1 DAY — Earlisat start a 11/27/84 Complated = No Carlrest 41n1sh = 11/28/84 E:ac! tic,. Latest. 4irash = 11/28f84 Pr*rLQLd Lltea = Job *5:. PLACE TOF' S^IL +• _J�,p-.ate,_-1iJ:TL6L-LuNL'SUr.B Manpowr sFalls = 51,i 31 *S, EOUIPMCNr OPERATOR, 1.0 2 240s per MAN-! Skill *4. LA60RCR, 1.0 6 ."Clot per MAN--DAY • — la . -Wr_IIAN:Dt Total *!fort x MAI Ll-i , i Job MSS, DRESS UP SITE. INSTALL SOD L S •**** CRITICAL ***** D.+r:.t2tt, x 1 U:.'� Carl:sst start = :1:27101. Coapleted No E4r1 ust finish = -�k-cFaSlackia•.,.r=-maw___..____....__ __ �.c• Slack time = non* Latest finish = I1/28/84 -'i Prerequisites = Job *52, PLACE TOP SOIL " Mrnpower sl 11;a = E1 i11 OZ. EOUIPM[141 OPERATOR. 1.0 8 240S par MAGI•: • Cl : I1 44. Lr..:"rrrr.. 1 .0 111 ;6V4 per MA14-D"70tel e4401 t = 7.0 Mrq-PAYf. Manpower cast = *L-W.00 niseFs--.-Ot _s._a.^.&cul+ _. CITY 04 RENT•Nrll. NO. ; • 1� • !'1-Sob-06W,-4X444 k-DOORS.FANWIN-iC -F.tFCT , Duran or, 1 DAY •_- - - Earliest eta•'! l . i 16:U4 �i }i.ryp—__..— —tarl�sai-4as.as:.-•-3.::34.;D4 on CI ritf Cal path a No Latest start a 11119/64 Slack time - 22 DAYS Latest finish - 11/20/84 sltN-+slab-a4'T01 IY"OYI'_'SO[' {" Jot s11, Sinf, DRUG AND SAMPLE SUBMITTAL Manpower shills S1211 42, SUPER. 0.5 0 2000 par MAN-DAY _:I Z.1 , !L, _Y11 C par- Total eH ort • 1.0 MAW-DAYS Manpower cost 6220.00 __31ueLt Ltiai a_1aiJU0. _..--._ _ Job OV, CONSTRUCT BLOCf: WIL^3NG •aee4 CRITICAL eeees _-- Duration e 5 DAYS -_- Earliest start a 11/20/64 Completed - No Earliest 4imsh o 11/29/94 pathUu - a•�-t atacL i3 r�niat SIaCI. time - none Latest 42msh a 11/29/34 Prer-sq_u_:tee - Job 44e, POUF.' t FINISH SLABS Manpower si i11% - none Total e44ort - none ...._. .a DareCt Cost a 68000 ;r rn .r ww rR1 T. Llwwww Duration 1 DAY Earliest start 1: 110/84 WL- Compi-tw - u.. _ r__,a�wL�(,ipyyi.s--l2L.3J-04 ° on a itical path 'es Latest start 33:Si:34 Sl.n time m nuns Latest 41nish . i:! :/E4 fari�.a j � Job 061_ INSTALL PUMPS -, Manpower stills Shill 4.., SUPER, 1.0 a 260s per MAN--DAY �is l-JIB.-LJl1 LF97ENZ-DPEFWIOR.--"-a-Z" -P4r_W1 Sk:li 4C. MISS EQU1Ft-,E4T, 1.0 Il 160t par Mc!t-DA TctFt effort _.0 MN4-1)NYE Direct cost v 4150 r ~ c1Tt' Or RENTON-WELL N0.7 .{N.•.saM.-i.—G+=1i+�f�ir-F'+:t�:a3iZ:fii.�iw7 G.—__ •riII 'L -Y:�r-Al--4-�i0laF-tAL1F5�.Mr3CDaM IBC-47i �asa.•GR3JiGA4.-+aaaa �"� ' 1`Ur aLi DR 1 DiY Edr]:6s• start 1"/ /84 F. I'I on critical path a Yes Latest start a IVS/84 i Slack time a none Latest finish a 121 4194 �"• Job eSB, POUF: COiJGRETE HEWERS Manpower shills a £l:ill e2, £UPEr., 0.5 6 280t pw^ MAD'-DAY Total effort a 1.0 MAN-DAYS Manpower cost 6220.00 Jot 060, CONSTRUCT ROOF s•s•s CRITICAL ••ass "i Duration a 5 DAYS Earliest start a 12/ 4/84 Completed r No Earliest finish a 12/11/84 M'� •,- ^-+tical�aib - v�� ,_ • -*��a_sLar;i.L2/ 4�'At !" £lacl: time - none Latest finish a 12/11/84 Prerequisites a Job eye, F'0UR CONCR_TE HEADERS �' �-,.. rr5••1J;�11-3:ppF_7IJ.iG-:..W'1DD ♦, r-- r� Job eGi, INSTALL PUMPS Manpower skills a Skill 02, SUPER, 1.0 6 2S0t per MAN-DAY — "` Sk111 e9, CARPENTER, 1.0 @ 24011 per MAN-DAY Skill e0, M1LC EQUIPMENT, 1.0 6 160s per MAN DAY Manpower cost 64400.00 Direct cost r 60 Jot OW, INSTALL. PUMPS _ ••••• CRITICAL ••••« ------ -- -_... it nev r SaaL-..iSa[.L e • '�a'lsD Completed a No Earliest finish a 11/30/84 On critical path a Yes Latest start a 11/29/84 Sic Prer*QL,itites • Jcb'04, BUY OUT JOP Jcb N11. SIi7r Gi:WG AIfCr £A'.^LC SUhMI TTAL Manµower al-illt a Li:I 0:. SUPLF, 1.0 ® 29!s per MAN-DAY Still OL, MSLc COUIPMENT, 1.0 ! 160s par MAN-DAY MAniower CDEt CITV OF F.£NTON-WELI NO.9 • • L,Iob ^ .1=1NY-1NS2e111^AI1DN.?____.,- aura.Lk1ISCAl..a+aaa___.__ ----------__________ ______ _ Duration 1 We Earliest start 11/29!84 t-as t ah i,r ro. On critical poth Yes _Latest start a 11/29/64 J S3acV time - none Latest finish 11/30/64 n.�.aauisa��� � •_w-�r-y33Y--OtiI�108 Job oil. SHOT DRWG AND SAMPLE SUBMITTAL Job M!;7, CONSTRUCT BLOCK BUILDING r_Z'ns- -----' _. --- Total effort - none Manpower cost a $0.00 nlrrc .c �• � a80OD --- -- -- - Job NOS, INSTALL INTERNAL PIPING Duration - 1 DAY Earliest start - 11/30/64 Completed a No Earliest finish - 12/ 3/64 Slac1. time - 6 DAYS Latest finish . 12/11/84 Prerequisites a Job 061, INSTALL PUMPS S1111 04, LABORER, 1.0 a 2006 per MAN-DAY Sl.iil 69. AIR AND POWER EGU1P, 1.0 a 280s per MAN-D: Manpower cost - 4761Q.00 Direct cost - s0 Job 064, INSTALL PRE FORM METAL ROOFING a•+ea CRITICAL ♦:e++ __-_____-»---------------------------- -------------- n..,--♦, +n nnyy, r ems..♦ t+L111B2_ Completed - No Earliest finish 1::/27.64 On critical path, . You Latest start s IL/71/8a Prerequisites m Job 060. CONSTRUCT ROOF Manpower skills a non* .. .____Ipta L--•i40r1-i-AOAe—. .— Manpower cost - 10.00 Direct Cott - t5L"'o Job N6S, INSTALL CL2 SYSTEM +++.+ CRITICAL a+++a --------------------------- n..rataoA-+--S-DAY&-- - ` •iast�Lar.L-e-.12/.l1sbi3. C bm:ieted . NC rariiest finish . 1_!1E.'04 critical p.th. a Yte Latest start • 3C"Si.'^u4 LAiWzt i'rei •W`:�1 it Job N6G. £01.£-RUCT ROOF' . ._.. ___.-JQL • T6t.3 ,{fort none Y. - _-. ar.F u..er Cost � tL.uv L!7Y Or RUNT •ELL N;1.9 • q -0H Mif�-SN&Tg11-ELFSIR7LAL------�-- +u� Cf1i T.iCM=-sr ---------- -- fi Di/rat:cn . 7 DnvS Earliest start s 11/SP/04 On critical path s Yea Latest starts 11/30/94 Slack time a none Latest 41nish . 22/11/94 I� manpower %Valle none TeUl effort non* Jfanpoaar uct = 4u.0u -.----- Direct cost a S9(")V ,.: '+ LI57A1,1„_TlI,EG__.._`..�.-_��_aaaa• resttrn .jaaaa— i. __~--___-- `Duration 7 DAYS Earliest start s L^^/1I/64 .� —_--rarlusL-Sa •a'' ; t on critical path . Yea Latest start s 22/11/64 L4 Slack times none Latest finish s 12/20/84 I Marag tN-it+w-+-Jal+ LK, ialGTALL LL6C7RI CL36 �b Manpo..er al ills s none Tot.) elicrt c none �r� N Direct cost s MM II • %*_.imp . . ___'.._SEAL. __-_..,__....-___-.. Duration 1 DkY Earliest *tart = a( On critical path Yes Latest start a 121 0/84 � i Sloci time none Latest 41nish o 12.1/84 FFM+tfM.i •tom-*.s-Kati-J11.2.-:--vigzA61. '- rr Manpow&I' 6r 11 is a nc•nE T aT a•7 f - • Direct cogt c t«Vtip a-2et•�aaC.--F4-0OFaiNF-i++F'T,4i.L-riT,JLw_ .___.Joao.�SSiLAI.-.sera-_- L , aT•or • 14 r' Earlpast [tart s 1211E/0l t.o - - _. __ _. _-Lacl a.at "71L4- Or critical path � Not. Latest start Slack. Lama - cane Latest 41nish f'rt 'ea is+44,0= .xM..-aIS,-J*WTA1.1.-,a.2 Ma^,pcar sil , !i - tract. cort '= t__- cal' or muior. I:hLL 140.479 • — 1 L-44 ItO r!"16" W 1! Z4*6----- _ _-- D.,rat or. a DAYS Earlact start an critical path a Yes Latest start = 12/21/94 f Slacl. time - none Latest finish = 12127,84 1---J Ilk' esi ew - - -`T.--JNGiA6ir-INtFsiNAI.�iA 111G Jot 060, 2 114LTALL ELECTRICAL Manpower stills = Still $4. LAPURE , 1.: it 2001 per MAN-DAY .__ -"141 -eC.--MIr-SAijlrl EN1'-l.2-4-34.as-par-11At1-0AY Total effort = 4.8 MAN-DAYS ---- -_- -- Manpower cost a s064.(K) doE 07:. LTART GF' AND FINAL saa*• CFITICAL assaa w.._. Duration a 1% DAYS 4 Earliest start = 22/27/04 Completed - No Earliest N nish a 1/ 2/86 n_. cr-at—W fait.-sal-- air-.. �••�'�'rte• Llac' tame no-.e Latest finish = 1/ 2/05 Frerequicitcc a Jal. abt. INSTALL T'RL FORM METAL RL'DFING Jot OLD. b INSTAL_ CLicTRICAL .lot 46r. . PLUORING INC..ILLAT IGN -�l�tJtJi..-F3tiLGft-k4Jt :WC- - �ro..,e• t I s e . C14;'.NLL F;. per MAN-DAY eU, MILL CCU: "., l. V Rr 1.,01 par MAN-DAf Manpowtr cost 11560.00 Direct cost 60 LF.'AlC UEDEl: !L L'JRCCNT 0f:GL'1. T—__' - - r F:on ThC F MST JUL, T G TI4L LAST 306 R[ /1 . . . . tr F Mg .UT ` 3445 , RR 1 � At pF oV r ., a Eeg b� �g g • �j � 1�'�e 4�r@� liaF f.,l ��'►, riRNg Fir �ae�`�- g"6! —� _�.��r •^�•i =aLS a�lC! kgaF R RRY .-.pqF ahRFj agOi . . . . t[t[`` . . ! l . '� : . � tea- 'a �•.• �• •• -a.��P- It Ir • Isa1s� .a�sa lsa�as so ss sa se R { I i a e � I, • I I � I � �{ � � � � � �' I i � I �� � � � � � i I � � e I .4 I , I rq . I I I I � i J � `If i � 1 .� � � I `'� i .. ��� � � i gy i � � x� j i �, � x� � i � . •� � � I. � ,� s � f e � � I .� s$ � � � � p l� � � � �fi , ; � �r Z� 14 �z�� r. is itja: i ( i �t� :�: 11I� .. i .----- t—�(.5 .=?tT-2'--•e-1 '�"'.c. _�, �lst1#r._[� `S_ r ,. 1<1� /Alf a71 , 4t'-f G- I � e_.�. �_.1"✓;e.��!fir.._%:�.''/!�`'"�"�t._ :..�._._ aw aweJ,+t[a+r All w '+ 2 3 ' r ♦ a 4 �. w _�_'?'},y :�iIF,(r Ff.rt:. 'r'�r „��rlL+ rt•e E4'✓�•m:t�v,T != .�_ _._ a� ..-:.ri1�-eF.- r - ./i yL' t.!na T�J:^: ���1lh �h'4 i4•�.,'✓6d., n.'+Y! �'�.�AS.;�'• �' . y � ry' _. . ._s�c�41� %�21L,1I,C A. �!�..`. � /J'}r:•:i. �.,AtL_!�__'_!�Cc.__—__.___-.___. 1; p • • CH2M • • HILL end neers planners econom,st. scientists September 24, 1984 S1ii4o.A2 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Derr is Burke Subject: City of Renton Well No. 9 Pump Station Dear Mr. Burke: This correspondence is to inform you that a staffing change has been made for the subject project. It was earlier antic- ipated that Mr. John McElroy of CH2M HILL would be the onsite • observer during construction. However, at the request of the City of Renton, Mr. Barney Ruppert of the City, will now be performing those duties. As an agent of the City, CH2M HILL will support Mr. Ruppert and continue to administer the project. All correspondence, submittals, and progress pay- ment requests should continue to be directed to CH2M HILL. We hope to introduce you to Mr. Ruppert as early as possi- ble. Should you have any questions regarding this staffing change, please contiet me. Sincerely, James A. Dingfield les/se55431 cc: Ron Olsen Art Storbo • Se�n4 Oar 1WO 11U�,,my SI On W.0 MUAmflpng 4 2%45 1 K11 CH-2M • • HILL engineer, planners economists scientists September 24, 1984 511146.A2 Mr. Ron Olsen Utilities Engineer 200 Mill Avenue South Renton, Washington 99055 Dear Ron: Subject: Well No. 9 Pump Station Onsite Observation This letter documents a meting between. the City's construc- tion observer, Mr. Barney Ruppert, and myself that took place in my office at 1:30 P.M. on September 19, 1984, The purpose • of the meetiny was to familiarize Mr. Ruppert with the project and to establish his responsibilities. We reviewed the engineering services agreement that exists between the City and C112M HILL. This agreement explains the responsibi'.ities of both CH211 HILL and the onsite observer. Copies of the pertinent pages from the agreement were made and given to Mr. Ruppert. It is understood that Mr. Ruppert will be emplo 'ed by the City to observe the construction of well No. 9 and will re- port directly to me during the course of the project. It is our intent to administer this project in the same manner as if Mr. Ruppert were one of our own employees. In light of this, !re has been instructed to maintain daily diary on the form provided by us. Copies of the diaries are to be submitted to CH2M HILL at the end of each week. Mr. Ruppert was given a copy of the preconstruction confer- ence minutes and we went over them in detail. We also re- viewed the major elements of the project. It is our understanding that the Contract has been executed by Puget Constructors and is currently being reviewed by the City. Upon final execution of the Contract, the city will either issue the Notice to Proceed or direct CH2M HILL to do • so. sFear OMse 15at fle1F 1r�nur S f arlM.,e We.h�MFm 9eYM xr/R 4SOU0 Mr. Ron Olsen Page 2 September 24, 1984 S17146.A2 It is our understanding that the City has authorized Puget Power to complete its work and that an easement will not be necessary. It was agreed at the preconstruction meeting that Puget Power would leave the trench open at utility cross- ings and that Puget Constructors would install the necessary concrete encasements and complete the backfilling. The Con- tractor is also to coordinate the connection at the trans- former vault with Puget Power and provide staking for the project. Mr. Ruppert is to verify the field staking loca- tions with the Drawings. The contract documents call for a two-stage fence. Instal- lation of -' is is to coordinated with the Parks Department, Contractor, and construction observer. Safety at the project site is the Contractor's responsibility. The observer is to inform the Contractor if potentially unsafe conditions are noticed, but is not to direct the Contractor on how the situation is to be remedied. This procedure is • necessary to protect the City from unnecessary liability exposure. Should the contractor fail to remedy the situation, proper authorities with jurisdiction over construction safety are to be notified. In any event, items such as this are to be documented in the observer's diary. Mr. Ruppert agreed that, under normal circumstances, field directives to the Contractor are to be followed up in writ- ing. Verbal communication is encouraged, however. Dennis Burke is the project manager for Puget Constructors and Marshall Williams will be the superintendent at the site. Progress payments are to be processed by CH2M HILL. Mr. Ruppert is to establish with the Contractor, the percentage complete for each specification section and the quantities of materials on hand. This is to be submitted to CH2M HILL at least one week prior to the City's established payment schedule cut off date. shop drawings and other submittals will be processed by CH2M HILL. The Contractor is aware of this and should continue to forward these at our office. I anticipate that additional items may need to be addressed and resolved as we get further into the project. However, I • • Mr. Ron Olsen Page 3 September 24, 1984 S17146.A2 think that we have established a good working relationship with Mr. Ruppert and are confident that through our coor- dinated efforts the project will be a success. Sincerely, James k. Uingfield les/se554311 CC: Art Storbo • • OF RFC • • � T ,�^ z PUBLIC WORKS DEPARTMENT DESIGN/UTIL,TY ENGINEERING • 235-2631 OMUNICIPAL BUILDING 200 MILL AVE.S0. RENTON.WASK 980% 9 0 P TEO SEPtE BARBARA Y. SHINPOCH MAYOR September 24, 1984 Puget Constructors 1235 E. 4th Avenue Olympia, WA 98501 Subject: Notice to Proceed - Well No. 9 Pump Station, CAG 062-84 Gentlemen: This letter is your official Notice to Proceed with the work under • the subject contract. Your contract with the City of Renton provides under "Call for Bids" that the work under this contract shall be com- pleted within 240 days from the date of the Notice to Proceed. There- fore, the date of completion of all work establisher, in acc ^dance with the above provision is May 22, 1985. If YOU have any questions or comments regarding this Notice or the establishment of the date of completion, please adivse. Very truly yours, CITY OF RENTON ly Jr, .41 Ronald L. Olsen Utility Engineer :jft cc: Ch2M-Hill • eS ST ® N SWAY Concnelp- PUGET CONSTRUCTION WELL NO. 9 PUMP STATION W-718 • CITY OF RFINTON • tf/3-o33b i • S S '*' O N EWAY Sentemt=er P5, !984 Puget Construction 1235 East 4th Street Olymp:a, WA 98051 Attn: Mr. Dennis Burke Ref: Well No. 9, Pumn Station W-718 City of Renton 344A] Dear Mr. Burke, KIt T fiCr_t r "ltta... Stonewdy Concrete propose the foI {owjnq,,,xrm^�e Le-Jrsryn mixes for the above mentionedjob: { - 3000 PST Desion Mix 42 3000 PS' D.•:;i n Mix 02 W/ACA' Cement 451 Los. Cement :51 Lhs, F. A. 1490 Lbs. F. A. IISO :.be. C. A. 1950 Lbs. C. A. !950 Lbs. WRA 5 02. CWT Cement WRA 5 0Y. 4WT cement water 24u &LA s�4 r1:. A r har. . .,.0 'EGG. The above concrete mIx e4estur„ nee Iwl AS1M ttons. It any additional informa' -1 1rr r+.yuit,•d, plea8e call . 17 un rvor p,oNs Nnrlo [+�,v tl< yt',•.;, 't y v *+ . �rovsNOTO n..U OF J❑WASL ANn WeBNIMI //1 cItl'dnq Q ),,N, �w ..'Art F`attarson PIm �`s P r fYYM "lLl.na we 11 Nn sf Pn~ A4sw roN 4800� rn� , Q CASCADE TESTING LABORATORY, INC. R(ADAT ao L `� y_ T((TING a�MwCCTICYr/lhDihct Mi/DEQOyiTi �AiO aI�Vw YOiL ROiYa'YOR JT I�R�F '.GSTL7'�l[O- (vaw•r u[IV aY pAn FRO/ECi KENO WILL P6A7A PWGE TWO . LO440N E. Tk V1[S CO G/U']ATA11 COS TfwMl•1M0 OwM{M K T 1°_SZY=AVE S.E. �11TE '410 yr L—EAMATI"A ITEM. ^' A. Vll� W�LIINGTDN 9SLL1b. W. ARCRIYECT MODMICK 6 PA22 Lim cu im 111=r C-yLJ NOEPS��IT C MTRACTOR T�yLpWIMD WAI Malmo-SET I M Fa Ix Z • S.D.L. CL/ICM2j'111E01 T DATA MTCM DATA FOR 1 CU YARD DUIGh \T wuZMD i 6LLML(D _ -MJCa TIC R(TMa.eo6zwLlprnL J�fl R(IDwiL LM[IT C(MLMT Taw, It M Will wilm"T Y(ILD FAC•OR MR ctwe., F. CA WATER TOTAL aow"u1mva millwOTM MpaR DA-L DATL A" IYW(R ILY�AM TEat(D DAY( L!( W410MT TOt AL LOAD sTR(MpTw FSI t,SfZO �!Y I ZJ! 41Q-O T_q 1n/AY �Jii_DarawT 11tA�F,.^ y 1? YY lY� COMCRRA ) N.♦'MwRE �' ��' wpwl M. +�(- CAGY �— .• --.w1}M aTRLMOTMR�/.VL.. AR A MDTuRI 10/1 TAT IIP ^+ ��v2c LU:MjV a .c / c_uo --� IMvacto ��� � TD�Y2a.cr��. KRn .�C- ('P I/7 lwwaa _ PKEVIOVS 09593 CASCADE TESTING LABORATORY, INC. Rb1c RT .o Na +} i T[[TIMGII.aMEC1pHI[M1IGINE[NY/G[CILG016T6 U4TI CIPi NU — wr._.w. w.Pw...TW MWi IfcpiYPPNO p ViN[t• IApIANGp 1l PR :ECT LDCATIe NI �/ ��ry�.r' OWNER — S lry / evLP W6A{NlR TEMP Al Q AM ��/'f'�„y� Ott' �r .lit •f//D C!/Per I A PT pM E VGIN[EP !1 SIOC� ,yl�i.r ARCH.IfiCT TTN -- CON A CTOR / [POLLOWING WAS NOTED •S / L FIELD TEST DATA BATCH DATA FOR 1 CU.VARD DESIGN •. ROWS D RUCK SAMPLED III TRVCE TICKET Na 7 2 6 WEIGHTS MOIST WEIGHTS UNIT C[M"'.T IEMP. !- Y 14. MIR W[IO HT WILD FACTOR COMIC I AIR CLMENI �O FA. I .� l9sa WPl[F -- aOMFREstVEBTRENGTH _ C VLI N DIE DAIS DATE AGE NUMptF M/1OE It STID DAVE EIEE INSIGHT J TOTAL LDnn S1 FI N[:I.• va '1 6} _ Qp b� RODVC[Fa. CONCRETE!Jj11{ ( —CEMENT s7W CV VAPOS PLACED— ^ `1 A ADMIR,Ay. 7I2fyN.f LII-,er[ACI 'i GtE1GNSTPCNGl11 � ��-r/ LMENT AREA A NOTES A e /I /r t, .23� /9dNcl s+lc�tvE �f AGJi�w.w. L q EllL �f /31 `1 �"// // T / �} INSPECTOR r flE. GPIES ro, UVZ1-�R' -Kiln-\����� • •� G EIGNE O: ` '"' - 8481 CASCADE TESTING LA®ORATORY. In:. M1er,...I M. yy T[[TMA\IMKCTgN/lMil.[[M/OLC4GW[-[ JAl"a CMT.NO. YNO M[[IF•TIR•t (•y —� Z 7 [[LtlNi YWW,NOTb1 YCOI I•D•I•A�••la �" ["�"^ Iawl.r.onT Rancr Hr fRfsr/ Fcr,,r» EDCATIDN (rT� VE Y 3 22Ei� SLOT. MIT MIT NO. OMNSA o: ROIAlLE V FC+C+SNEf� WEAIIIaA Taw P O P��X _C f LL6a4R 70 AT7 •, w IMINaEA WA AACN ]LT CONTRACTOR 1IPOLLCWINO 1"NOTEO. n[LD TUT DATA M'CN DATA FOR CU.•A[o TRUCK SAMTLID TRUCK�IC-IT Ns. DEAGN \ wO/M WKIONTa MOST WEpNT[ UNIT CEMENT TI.. I-/TI M• VVARRVIONT TVLO 'ACTOII CONC I11• CaM[NT '(JS/ �1 WATIEN I rorwL d�/Er[IY[[rows I CV4NOiA DAT[ CATS wSE MIM[[A MA*[ TSinck DAw SR[ MIGHT TOVw LOAD {TR[MTH AI TTR SSSAR 4 // $-7kly 7 Cie 12 2 so ZS AowcaAa, eoNCAZT/�f7T�/Jf1JAV C[YEMT � Cl VM1ADf /UI[aD A f ADMIX. "WON aTRalwrN��G JICWWT wwaA♦ NOIu_f LO SLtQC SL.O/j F/soH F- 3 7O E - Z To C. 5 - 2. i/ESt ICY - c 5_ Z to C. 5 - / TD C. - / FROM^•A-/ B--/ AND ,aT �1'hFNs Y i+eH{NS 0•IO TOI kiF kR11 9%r Slalom— LET CASCADE TESTING L PREVIOUS 09613ABORATORY, INC. REPORT No TLbTINGNIMKCT1pN/tNOrN6EwL/O[OLOD14T! .N�, •' � DATE CERI MO. J FAH N[ W+R - ICI_ u0, wYM10v YOIi IlOYYl Y00 1O [v[wl11 IiWrIN OPIT PROJECT (GENT WILL PLAYt4 PHXSE IWO LOCATION �� .E.. N V y?�1 j //bhp 1JT/T w\1 [LOO rEwMIT'NC 0.NEP KFEf� T0. )Z3 EJ.JKJ C/ILN�1LJlV ... �rpS ; WfNTMIP l:tZ�AVE S.E. ZN117E �F'D SAD IlEv'v AT T -- ENGINEER VuE WF��WI NC6mU � NOUSTZ--N AA_-IiEC? ATTN __ ZMFMf-< G PAR2 Czerm EA6 GJRF -rmx GYUNDEv=- CONTRACTOR TNF iOLLOWrHO WAS NOt ED. 1 / V., X rTo/ Z . L TlDll _gELo rut DATA EATCN DATA FOR 1 Cu.TANO DEMON ♦ MOJVST[D TRUCKSAMILID TNUCK'rCKET No WEIGHS MOIiT 'MEIGNTS I CL.El- lEIwV. TIME up SIR._.LWEI_G"T YEILD _EAC10. C& Iq C[MENTI 7d. I FA 13D r C.A. wwtER TOTAL COMPRESSIVE ETRENOTN CYLINDE. DATE OAT[ AGE NUMBEq MAM TESTED DAYS I i1IE WIICNT TOTAL LOAD 6l eL NGtN AI Zm I _ Za I 3R i PAOOVCE S. COI.0 RETE wrwAY J C I.PENT f�Il61116A (y LG.TARM PLACED 01' AZ. t' � eFe L•� M6 SZZ.N AEAAeAa O* ADMIK..y O-2 _ ��. �( i�'�/ uclt�_♦ �Ots1GN fT N[NOTN PLActM[NT AREA A NOTES ESLO S--r T.LT• L *!Ed_. 1�-� Z+e•.,1(2� C1�lLl M A1, i (/Y AWc, C� C-10 3 AL M P A MZ'J2. t5 64LLQ�n AP(= _Mr-_CON7,Z-11��1s IIZEnul -- NS[ECTO- COMES TO, V Y'2 •CnE . Khn (,�S' k'A Q�I r SIGNED, .wtvI 84 l CASCADE TESTING LABORATORY. INC. RL.ORY M. .a I�Y TGa.�NG.,^6'TCTIOhi CryG�NEE9./O'iOLOD1ET. � � �ATL Ciwt NO a/•[.. N..Y....o.n MaICT LOCATION O ' /lSS Y/4AfiE HEA + PGu�'M.. LOCAh ON Y� VAtLf ELou..[RMIT NL. OI+NIR TO R>27-Ad- 6J�ST 7r ITh WL.TNCII TCMI AT _ 00o 5ouTH<EAiTrF/t 13WD. '25., L&AA 75 C !N IMIIR SFAncE WL.. 9Bi8B •eeNlr[cT At TN CID NT/R�.Ct TNL EOLLOWIND WAS NOTED FbRK �1FST 011 'I... TEST DATA MTCN DAT..00 t W.+.AD True.lwM.LED `1 Twuc[rlc[t,No ADJUSTED _7 +NFL ICIrDi�s MIST I +NEIDNT/ UNIT ct+l[NT TELL. MIL v[RO .ACTOR CENCMi / CA. WATCH is 1 •OTw1 cow IIMIVT STeTNDTN CYLINDER DATE GATT ME NUM.L 11 MADE TTETTD DRY! SIZE WCIDMT TOTAL LOAD SN.ENG'. RI tyK.wiA. z yxE O 0 2- 71F0 I-Jo 29, S2,pnel qsg S-30 2 ?OG7 I MODUC[.si CONCAETE—STONE G.'Ay CCwNT 5-17> CU.NAAOS.LRCED '•A.A YA 1LDM11. (J,CI \ OTLW EI RENYTN J(1[I� E .L ISWKMTARIA. NOTSA PFPlIN/NCr WAA4t — N/Q,iSEE T/nJ OA/ .EAST //J.k 6F SatIATN "UtT AAO '"MeAl/Nb I.14" FROM COWvER /A/rFd StcnM/ fiFe7laFF,u INE 2 OWC-5 fW EAST 51Dz. 7b /s'KEYWA✓ Ar AI/D Sfe-W& / AF A10At7N a[y(. - -r 4/PT IPeV,pva 835y Taa" CJI5CAD6 TESTING LA!lORATt7I rNK PEIDwY y>. RI_ � Ia AIFRwac+aN.cPru«uWa.aco�et s .., cawT No YIie N[ i♦l i,w[[♦ ' .laeo+ avawa+, ,iaV ii►eo l I•o.f ci F _ •LDu.IEr iM1T� '�DY+vEM W[wtMew TEVI FY ATTF. yiYyC'Lw TwE IOLLOWINO WAS NO'ED 1� _p nK0 TpI OA'• �MTCM DATA ICII I CU.VAEIO MUCK 4LWLE0 �eJ� TIIYCt locale lY. WtrGNll MOhI W[rOr,Tf —�- C(Y(NT it., VllklMll • V11w W[IOM V[ILO ►ACTOP c(Wc A,* CCYCRT ^I T- 4.8E CA YY1Cw to1wL com-' SIVESTREYOTM CVYNO[w I OAll D/If[ ME FUYS[w YAD( le1TE0 O11VS Slat WIIAMT IOTA: LOAD STAt NO1N AI go". so I L � c « CvccRlr cw.cP[Te a5trL6L.� cerawt Z� cv vwnw nA ,c 44 AaA AOYIw.�$,�.2}}lyf_cAt 1t ♦ o(voN alweFaTN�.. �� MACllall[T ARM a I Tu J r!�� IFM[CTOn.�`a�Z_41• �YLJ.LJ�TO'L COAIY To. y KLf 0.L1 C �X% r.` t 1/ICI Em«eor r 'T CASCADE TESTING LABORATORY, INC. Ip1[iYpgTutir QQC7UO L- T[iT�NpA N,mcyK ,Ztip l�[SIEi/O[ Nu �LOOrtT• _ N4pINiWr�Y i IMPOSE OA`t CL NT NO Kv[wK.T IAONwa woo -/_�I 'i.i ,R rAL �EUi+Mqn MO/LCT IE 3 y LncATIoN � To: rOarAj L„-.-7 ipwNEw _ wE pTNEp SIM �LYN/J — L.hC.f F I7EIL R VA TEw AM wT AT qr NOiNFIp Q I � AACNRECI ATTN. A cONTRACIOA TIRE AOLLOWIMO wy NOT[O �PcERTAL WLST rItLO TEST DATA MTCN DATA FOR E CU YARD TAVCr.511=r110 TRUCK TICKET N. 7 j,rj OESIpN ♦ AD.1VS EO Cl YRa wLIpNT3 TIMEELL,, MOISt w[IpMT3 ' M[NT •T[YN. u UMp 41p "RawVtILO FACTOR C MR -C[MEN♦ I 81� rA. I q G i C.A. 14 sc) MIX NC 2 wAT[N I TOTAL CDMAIEESIVE STRE NCd C YLiNUER � O,+T[ WT[ hV N[F.p AGE . MADa TESTED VA" SIZE wmw 1 TOTAL LOAD ST KENOM ASI � �f s 1 31 g 7 ifR., 1-----�._L��oo o •fdOD I I I --------------------- MOnuccps coNc pETE cTf'�A_+�WAY '•.- —� OS KACLO ZC . [ ♦ OESIpNSTpENDTN ELACIM[NT Ap[A• NOTES�yI IGf TIt)/A OF 3 L'IS Ir n - MnrTTi _IN T_SILL.11 COMES TO Q INSMCTOR •" . l CASCADE TESTING LA0OR OR ATV. INC TEAnvoeINARECTION JEN6�NEERRJOCOLOCIAlR iJ...E..vi1J/•.( Icf NT Nli. I _ \ w•-R .eE �..a ,NNwr:.v..,.Rw, MPr EuaEp0 fi Alm 19154 - \v\R[ll IiR�PN'OP�I PROJk CT �.D , lO88 tZY.d 'ON RA7A PWASE DNty LOCATION 1400 TAUMoL.T Qb4D Sr�Und- P.00.PERMIT NO OWNER O- IZ. P. S. WEATNEP I TEMP AT AM AST 107t7— FM ZeET DOVE . AT PM iNO�NE ER fDKA1NIE WitGN(Alc 4�f.1 4971� A�1YY�D HIN�M t� _ ARCNITICY[CT TTNCAMPBEL.L AS CONTRACTOR PIE FOLLOWING WAS NOTSO IV T f,� X ► O, Z FIIEELD ETEST OA`A MATCH DATA FOR 1 Cu.YARD DESIGN ♦ ADJVSTEO TRUCK EAMPLEO TRUCK TICKET NP 7905 WEIGHTS MOIST WEMPITS UNIT CEMENT TEMP. TIME E UMR i 6A_IR WLIONT VULO 'ACTOR CONC c.IR CEMLN^. _ PA 14�t0 CA ! WATfR TOTAL CGEMREERIVE STRENGTH CVLINULR DATE GTE AGE NUMBER "OE TESTED W ��RR••••//�A" SIZE EIONT TOTAL ``LOAD STRENGTH M, All i37 3yOO AoD I _ q.P.4 �OODU y1e I I I CCam�}}{T''' I PRODUCERS, CONCAETa�` )AAY SLSCLMENT>,\jl'L CU.VARDE PLACEDL7G'Y. AEJE��ADMIR.W RA / C"l, OLMON STAENOT.3"> >>�I PLACEMENT RASA A RlDTES.t�-..•- • INEPf ClOO�Y�/��� /�•���' CASCADE TESTING LA90RlSt"2'I. INC NP----- i ?ESTIN6fiiMPECTghiC�GIhlEAblCl.:4O1••r] .��` CEPT .+O L`_-k3 .0 ,..•o.aN AeN WOWIMY••.O R!�/�� • avlAa+T uOAlwaAn LMATYn �� 1.� {LDU. PMiT 6�i w4in VOL P�-T/-Tr—it�� WIATNM T[Mt "T I.cr n ��71E�,rlEr '�-v0 SL 1TL` iSL Q 'tf "T I '�� EnO1NEaK I�AIY XIT(CT ATTN-, iCONTMCIOA TXafOLLOWINOWAINOTEO TICLO TnT DATA NATCN DATA FOR E CD.NARD CaaION • ADIusle, T 11VCK SAMPLED _TRUCK TICKIT NO. YKIOMa YOIiT W[ION\f YNIT CMMCNT 7EMn3f TIN! TMtI MIOMT Val O FAC1,0 CoNL, . AiP1 1 C!M[NT I. • P Iy M. CA. f WAT[A TOTAL CCa(FE1lr1Va aTDlVOTM evukmA ONTO OAT! Ma Nt cm WOa 11 TMT[D DAVa I aaa mwt TOTAL LDAD aTMNOTX M I I — :la tsoo 3070 _ � i �S9M 0 I I MOOLIC[M. CONCACT! 4Tr'Jr NAV C[MENT _ CV VAAm KAC[O L; ARA — ADNIV. W pt A 5 OS CAGE__• — wuoN aTAaogTN 3000 M.ACatAal•T AMA A NOT!!_ `,,E • SFcj;lfw yf: R 1L I �iNr�- r.4<r ..c 2w� S70Ly,rf.PNIFI� 'r4f2H may/ 91 fa] LP AUIL, i;Fjb AT N.-- ALW9& - AJ��!lAL-.• of 'I, .- I _ .1 LAAT #ALF- f l OWICTOA: Ajw COAI[a TO rA- —� CASCAOE TESTING 1-A®C)R4TORY, 1NC, Ri tvl+us Nu 8349 T[Bi1N{i i�N\AEGT'�CIN EEMiINEENS/GEL9.06�itR 4P` cLRT,NO N�1.[VtR IM'NOVON M001 {t0{I{••\\l9 �� tv[R[TT �)pM iNWT IRO�k L'r ,1 Er N1LL. 7yA� 1 5.6. 2iko� $_1CA �6L4G A6AM1 NO OWNkN Eyr TO: vmL1 �ort.3 !ri2:M -R$ZA CMk ER `f Me 3 aT N .{M �].__Tt 410 A, »k ENG ILL. �T ATTN. CON`RaP ON THE tOLLOWINO WAS NOTED S'�• FIELD Tt%T DATA EATCM DATA POP 1 CU,YARD 4�'�•� ULS�GN ♦ pOJUET TRUCK SAMPLED Z TR4Cn`TNET NR�\CIe�/_1_ T�Mt� wUGMS MOIST WEMSNTt —1 4nIT ?TENS TEw. w EZE IACTON CONn A1R I CEMtN♦ 4 1�—ter- 4.� iR. .•-f. lsb _ WATER � I TOTAL CO REEL VE STRENGTH CVLINOEN DAIL DATE AOC NUMECA MADE TESTED I OPUS ! 512f WCIONT TOTAL lOAO tTRENOTH E[1 TYK ERVAK _ {�? bxIz AQooti 3J p 9 '9 " g so o ✓<fl CIS, ion I C i MODUCFRM COHCREI[_}�yly1{Yy CEMENT_ ((���� � / I —•sP C4 VAnyS RLACCD. �E/j[�^ AEA '/A�1U_MIR. SI),. 7i XA CACIT \ .OEEION STPENOTN R C[MENT AREA S NOTILI Q ll-- • INSIl CTON TL•C���.T'+ \�. `�.�e�.� \ FAOFIC TESTING LABORATORIES ,2e, ,shi gton g WD91 INVOICE SeatUM,Washington 98"9-7790 Phone: 1208)282 4XM • FFD LD.1b-0O5111p ' 19140 TO oAn Dm To • THE CITY CF RENTON MI/NICI►AL eW L01N0 r00 W LL AVE.SO RENTON,WA{µ yipfy WL o WL g BARBARA Y. SMINGOCN, MAYOR a PARKS Me RECREATION p JOHN E. WEBLEY -DIRECTOR rEO se►tl" 235.2560 M E M O R A N D U M September 28, 1984 TO; Ron Olson, Utility Engineer FROM: Bob Bufnagls, Recreation Supt.-Iz p4 SUBJECT; CEDAR RIVER PARK • Just a reainder that the Park Department has scheduled athletic events At Cedar River Park seven days a weak. While the construction work is not on the athletic fields, the athletic events bring a number of younstere to the park. If you could remind the contra,for that thete are lots of children in the park after he leaves, It would be in the best interest of all parties con.arned if he encloses and Posts WARNING SIGNS in the construction areas. Thank you. RLB:ms • OF Rty • zTHE CITY OF RENTON 04- agNICVAL aU1L01NG 700 wa LL AVE.SO RENTON,WASH 9M5 o ✓g 6ARBARA Y. SHINPOC!., MAYOR m PARRS and RECREATION S e IOHN E. WEEILET - DIRECTOR P ��CO SEP't 2J5-2`SO M E M O R A N D U M September 28, 1984 TO: Ron Olson, Utility Engineer FROM: Bob Hufnagle, Recreation Supt.I�J µ SUBJECT: CEDAR RIVER PARK CONSTRUCTION • Just a reminder that the ParR Department has scheduled athletic events at Cedar River Park seven days a week. While the construction work is not ,n the athletic fields, the athletic events bring a number of younsters to the park. If you could remind the contractor that there are lots of children In the park after he leaves, it would be in the beat interest of all parties concerned if he encloses and posts WARNING SIGNS in the construction areas. Thank you. RLH:ms • Vv i :S • Engineers planners • + Economists Scientists October 3, 1984 517146.A2 Mr. Dennis Burke Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Dear Mr. Burke: Subject: City of Renton Well No. 9 Pump Station This letter confirms our telephone conversation of Octo- ber 1, 1984, concerning your submittal sketches and our re- view comments. As discussed, the centerline of the buried • pump discharge pipe shall be installed at elevation 37.0 as called out on Sheets 1 and 7 of the drawings. The profile of the storm sewer, between the proposed catch basin and proposed manhole, shall be revised per our review comments. We recognize that installing the pump discharge pipe at a shallower elevation would reduce your costs. However, the design elevation provides the necessary depth of bury in addition to the intended headroom within the meter vault. The revision shown on the storm sewer profile should also reduce installation costs for that facility. Sincerely, Jamek A. Dingfield dw/sea551/C cc: Ron Olsen Barney Ruppert • CHMNkLm S80MOmc9 15X-114m Am SE asWbv Kp ,.gt n ?ik 453.5= nO au 915m,aeUevue WmNngtm 98009 2060 CH2` } FROM: CH:M HILL. IN(. 0 Hill DATE PROJECT NO. 'I1/ya/4/ SUBJECT „ ; ,%" v4AIW rrw'GpafO " ma ".t,r - Gr% iw�r G'+:P .�✓.LaetY C-�..:ui y(, 'f'Z*/q.tT•y) t�(N.:�fn� Ws j Nrfwa .�rPaWir 7C d i�� ,,V,a,r-f iMT WZ�4:✓i, 4K!' c7 M�f wJ Lsav,l l.r..r. 7..1 F rt✓� hw..a,n..�.c 'c �JJ.r y`J-✓► j•/T «i Mil. 'v/AC:,+�C lrn.Z LC 4 s"PisM N.ta'r/ it 1rt�I'• is %KL Vo-'ir T-r JYi JJ i/Y�T C.Lt�l. //K�J� I�hvs ir�r :c �M`t J jvp rr i M/L •�f.ifiv Gr.i y� Jn,✓+•i 4'�✓X vs 9'l�t a4lffwd�.• is/4c.t fNiS bs-w•i Jr re- .,. ��� �..ns..w.T - /lJa' wr..✓-,. �9i✓7rriut� %JNr7/aL i pdv mkrral mn•r.aw wan dvinmU .e be a narbwtlux� iwm .,.r ::nmmuniaia� met wW bull memo» memo» ¢.en e�tl rNue emn ' Fie1d ® ►=-�.;- � � '� � ��Jo, Diver Prk I i o LIAR � II f { 1 � � /o�o�B9 . �or•s GA 5em 1f l rris i f ZOS/1 al I �r (I ..rOdg� Z I �soafl zw J i �n17 pdeu�aJ�—zo4 l�ia ld ft I'AE/j 9d1 �rvs lil I ' /4£' ` OO I • ,7 M •n rly f7 f�£06 b9'L.l HW °% 46 0&1 sob Y 21'62 98 02 j ?9Y£ zs'B IW �W ojew�Xk;S i Y , 96Lb : 6bb :g:s 'S Gb CO" _ W-19 ® �� c dar Rivcr Par 0 c-ic 8y L L P 3'/3' cirri"/ L1�Sonl�ne /EY, d Top fjboae M��ro E«'� �i 3 70 i PM P�j�33.-Ss�ca/c QSny Elee 2916 Cok 5'Z"' Met ry Son//ne FS H99, Yy-53 j I � , °�Tl Ntl i 9 yt*NW I 93.49 GG3. S�. SF• (r. link { MN'�IR•���• 'r�� ! of NIN gfb 9�'"• j . .1t.r � ' ' • I, •• I , MEW • I. , ,. 1_ r 010 low, 1 ► . �� GENERAL STRUCTURAL NOTES _ M55 NOTES >RL7r00[•Y\ 1 MOVIDE NE TAL CONNEGT�R$ 'lRrd 11EM W1[,LryL[ff aNDaH OiIfRILp[.YW1alYR[IEM AT ALL TKU55 ."N rS LDaN y1DLRID[e11 f1111r..D0[Dd[D iD'WtlLl d 9A1RM11.rn nD •L�'p AHD r MITwa.AAyR w.tfIM11D11[LAaf v. sso NDt[D NL pY.L RENrwwNL It cdli.AOIRID rETAL '.[Rf AND iNDGRIN Col ONRusaq Y!/UMYR[l1Bp[D Mio Ia1MINp ,I NCipN Ylµl!Mlp LYNpDx M OMOFit rIC[d M CMtCtNq .s.Y WDIUtFD 4[h•pRa DN IHlf alr[i vai MLLw MKIY RD Min ODRLtrblleN[4Al[ YL RIM•ltRl[NDIM IML[[5 2Rwp[NortD.fwuL fAnfn rHi rnLDwwo MAW11Y R[pYf1YI[Hr LlLiel lflli ' M1 /• ! / /tlPA mLr\ Y M1.I YI .d Y! [� f� rS Lw rd YMf6 Y1fRICANW Toe GQM! �2f.YWe [WGTHIND f IfW ]OW TY Y.]' lI •'.2' f.Y f.l' h.[re eY MM1l Lx. r..d W id m+Nec rAY/ e �'�- _IRUee er NCR TYI ALL / -3.a.Urf A r Ae 00 yy//Y {fNALL a[paIMDYwr NDINtMN wALALYOfWItNAr J01NTe - FYL.NYuwRfdrllFr wNurEr[awiwilp yLRlP a[IONM ■1WIO[sY� y/ �/, Mi■rIWE WIR1 HDIN2Wty Nµlw NIaCWYOfYpldw RII eAFT IMeILATVN •e[AROMIALLWACi pRAyILY Wia1NN Y[[FC/Iae 11RO[R NL 1 _ tY[t IOD1Nq{iO1MDIftURa[pfMtN'MtNYMyIY tNIbIN[[fd f O -- - - li / •Raf30TNpMa1 HOTED I ��� LE1N.fIO /Nlr lMf I 1 CM M A•�R aiRrl I � ltYDO hYWO -bJ W D TRIM —Ie Cd eN TIIALL MT�CRT pRKR LY4lp -f•f raw ` a0 ry� a rN q roe 6 me . I woo � NproN Ar xaa.Ru.D As Impb raR NALUND i I_ Li—,R 1GRV.M E•f:NN e�NAIL6'.0 c f UA EOAAr FR I �'.AMRRelYrrtLYIWRI.ADALOf riCADa AeEAr R.a —OrR$ vw M N ELS a it,✓ N) Iv," lrr lR INTO Ww askM It 1M O 1DAMTCH IIE�'.RM_! .. E-•a rNwyO Fb)rOM r rrI LERr M,Nf r'MN t o RTI�W $HALL of f9 pTLfD N NNi[!Yl[O• At'JMOWN.CNr1ln ._t C41RpE 0 N Calls RI`L,EC t4 lONO MEAN M OROUr LAR I-G'N% W/TIe r$ ODWCL$ e/CK OPEJIIlS RE/l./FORCIAZ k' 2105ILRr 0 O EL CMRD W CELLS RRLCD W/MI, DN m elLx d fA Zi dRY E AT G L'MNl1 YtON pr[LV eY6 eOLr [lrENb R.OM/N ' W/NUTS!WAONRAS K.YCND CORNe Rp +OINT "IN/ EOd)r"IN VRJRRIND LYD AND O.ENINDS f OA Q SM•DC Lou re �•IIiDAI eWD w of . rrr REN. t'ONN p rWSp "ItCHORD sHAll eC ND 9 W e HOL..ON eRR:H pn )Ryyy R N'OG `I ,L•'L {R,'Z D[ 5 DE NAM3 -1 FREARk'k _,..t INIEWIM Ap DVftA.'C dDINI C,om r.{Z,67 03NEW /�Jj Cr I pLAe 1 Lt•E•tj) �Zx tt ' TwiD{4+'wM(I., ♦. t _..-.__ _-._—�ilI N rpO�K�'W�Ly� �m A�C. l C o DAL\' 1( 1y �•"iS ,t .0., CON rp WCAN C.ft'�5 r 12 pA.R' Or N IN + MD N FL✓SN L13 lDU \' j Wr rvy ULAR 'ECTION 9Av E0 t4c-FT+ -- 'NJ trsps INYT 4D.oQ .� .r.-_.... � L°DS MOV LE ROOF DETAILS (A "I1/ALL SECTION r.AD• 3+ N...RA...a DnOA[HrM 174 v(.0 lc.E..25OJ��it "AL• « FRMTECrURLL SECrgN MYD DEiA" wu w•RM JniDH .�a... yy,,••'}' &MACY--'-^�VLL==— S•------ Bv- 4�----OATF YttILL ----------------- MNFTMO.—'--OF--- ----- ' _ FaoEcT wo 5 L7L�_4_� l� /'�'7►Tt�orRh• SONS e:nY*Uas "YRresw ` i:o to• i cm ¢G�,4i7DrJ S�. a�catr,weF. • yz j Le°- srrawrM, j eT iP pm, 7A° at, APE. `• �v�oc 3"c1.e sY6�C Pi� r. •fn.. • UGETCONSTRUCTORS 1215 Eiv air A-1 0"'. A."' •.o.5 5:.. Gomw 12W rWN71 October 19, 1984 Sa• Mr. James Oingfield CH2M Hill Inc P.O. Box 91500 Bellevue, UR 98009-20SO RENIOH UELL 110 9 P1JHP S1fUQH Dear Jim. Ue are in receipt of your letter of October 12. 1981 regarding the changed foundation toatdit-iono • Please be advised that a number of changed cundrtauua have occurred over the fast month. They area (1) Storm sewer was riot located as per plan (.' crew days spent looking for sane - 1 survey crew day surveying); (2) Entire area beneath pump staltoo and surrounduiy area to concrete footings and fuundatiruas requiring Jackhammers to renoue and requiring disposal of rubble (1 crew ddy and rapenar lno-t 10 date); and <3) Uoter line and drain line elevations ace not a. per pl..n. Us will advise you in the near future cottuerniny .any .,dda lnviol costa for which we would riviuest a i.6anyr m dri �urii or ntno items (1) through (3) above. Of"HIS R Ut1RKt. P t. . • ENGINEERING CONSTRUCtiON MANAGEMENT • UGET CONSTRUCTORS 1115 Eu14n♦. . 01,mpa Wumngtm 9lS0t Vnone it46'.�.i98'+ October 24. 1981 Mr. Janes H. Oinfifleld CHlf1 trill P 0 . 90. 91500 Oelleuue. UH 911009-21150 RF.NSSIN.S�LLL._.Hl!�2Yll'1k;i�l.l.SK� Oear Mr Ilingfteldi .his letter i:. writirn to confirm a ottntirr of acf6villeu concernuiq Puget. Power Cunpany':e eonbtrutlion of th, rlyd.trical (ler Vice I1ne lhpbe activities have and may result 111 future difficultieb .,5bucioted with the constructuen project they orr as follows. (1> Puget Power Mickfilled their plautic conduit with concrete and rubble renuved four, tier dit.:h which, tf cunpACted by our firm, could reuull tit breakage of their plo_.tic coodutt (if it e:. ,of already broker,): (Z) Hllhough Puget Power was 'prcifji:.rl IV tiee.t nt.lyd to drive only ou the future road at ra, lhrV drove- the vehicles un the lawn ....ra when• construction wab to take place ..ud dr.lfuyed batd lawn. It will now hour to be, repaired .eud resodded: and (S) Hlthuu0h Puget Power war: opee:el.c,illV euslru,tt,d to leave their ditch open where, the couduel ..awed over eirlbling uttliAle-i, they lru,kfitlrd their cutirr tiur. . Culmcqueutl V. i-unctele w.ib not placed around their conduit prior to backfill . the electrical line is now 'Livr" to the tranaforr,er . Ile are not prepared to ree.cavate their line under such circtrtwtautrb • ENGINEERING I CONSTRUCTION , MANAGEWNT the preceding to called to your atlenlinut such tI.1 corrective neasures can he lal OCMN15 R UURKC, P.l cc Ron Olson, City of Renton • s • PUGET CONSTRUCTORS 12a -M A,Pnuw, 0"".MMNugtOn B/W Prom 12m m'0571 October 19. 1981 $• rp A.G.A L, Hr. Jane& Otngfleld CH2H H111 Inc P.O. Boa 91S00 Bellevue, UR 98009-2050 REHIUH WELL NO 9-PPJltt�' SIHIIQtj Dear Jan• Ue are in receipt of your letter of October 12, 1984 regarding the changed foundation condAtiuns. • Please be advAbed that a number of changed cond.tlur.& have occurred over the past nunth. They are- (1) Storn sever was not located as per plan (2 crew dove spent looking for same - 1 survey crew day surveying); (2) Entire area beneath pump 5tatton and surrounding area 1& concrete footings and foundations requlrlr.0 Jackt•.:rvleru to renuve and rcyulring dispu&ol of rub.., (I crew day and expenses Lust to (kle)l and (8) Uater line and drain line el¢vatl vus are nut art per plan Ue will adv. • you to the near future concerning tiny .idditian l rostu for which we would rrxlue&t a i,luuige• , de, cunc ern.ng item& (1) though (J) above OEHHIS 8. BURKE. P C . r ENGINEERING CONSTRUCTION MANAGEMENT • PUGETCONSTRUCTORS 1Y]5 Eael am Avenue u�YnW�a WasnmgiVn 9/150t Pb a(206,16a%11 October 31, 1984 Mr. Barry Barnes CNZft Hill P.O. Box 91500 Bellevue, UR 9e009-205U RENT ON PU1P SLj�.�p_RU 9 Bear Barry, . In accordance with previous discussions, please be advia.:d that Puget Eonstructurb hauled away 19 ten yard truck lvads of broken concrete and rubble fruit the above referenced prUJCLt . Each load took approximately one hour . The rout to Puget for hauling the rubble vas f%1 UU, puny fee costs are currently not known since the uork was performed by a subcontractor . DENNIS R. BURKE, P.E. • ENGINEERING 1 CONSTRUCTION ! MANAGEMEN7 • U GET CONSTRUCTORS 113'Emt an Aven re oivmp, Wasnmgion 99501 "onei20617544671 Nouember 1, 1984 hr. Barry Barnes CH21'1 Hall P.0- Box 91600 Bellevue, UR 98009-20SU ,�2[[I,1�1� IJ 1�SJ�ij1UN NU. 9 �RNl1}C RP1 Nti Uear Barry% • the plans for the above referenced project sheet 2 of 13, "Planting Layuat", call for 00 San Jose junipers - 2 gallon can size. Ue cannot obtain 7 gallon can size of the specified ground cover. Ue wish to prouadr the sane gallon can equivalent, a -e- BO x 2 160 gallons, by providing the follownge 12 ea 5 yallon size - 6t) gallons too eo. 1 gallon size - JILT yallcns IUIRL 160 gallons Ue can obtain the one gull—i and flue gallon site, but not the two gallon size. The dry summer season was one of the reasons given. Please confirm unauailabillty of two gallon size with Furneys at 621-061i. Ue would like to complete the sod and planting prior to winter . Consequently, your early approval would be appra'clated • DENNIS R. BURKE, P.Ei ENGINEERING , CONSTRUCTION f MANAGEMENT 0• PUC!YCONSTRUCTORS '135 Eau ar.A..,• 0.'mV'a Aa"'n"'C^9lsu� PnDne ilo6i i6 M7, October 31. 19eq Mr . barry Barnes CH2M Hill P.O. Boa 91600 Bellevue. UR 980,.9-2050 1tEN10_„P_V1Ls1PI14r_Lg1_-_4 Dear Barry, • In actor-lance with previous discussions, pleabe be aduibed that Puget Constructors hauled away 18 ten yard truck load:, of broken concrete and rubble iron the above referenced project Each load took approainately one hour The cost to Puget for hauling the rubble was $9S1 UII Dunp ter .1 Costs are currently not known since the work was perfumed by a subcontractor. ' DCNHIS R. BURKE, P.C. ENGINEERING CONSTRUCTION MANAGEMENT ( } FROM: CH?N HILL. INC. L M L�MO: No ()ATE IOv 3' 44 r r. ,R-4 q NE'/ k2�o PIPE4Zr PROJECT NO. 7 !4 6 A 2 . i. to Zi.....s New . I_ n L r k t Ce. s u. . sr •.«, a . �4 cam.... .y. v c4z12 .+a..J V+ }.� �a.�a� �:... o..d ve'L.►.. fta.y'&.(, wt cc.P„_-cr:ka c�.....0 ,:.3.2. e'..e ....eJ•..Y.s.a.•,H. '..�.t :1.... ..Q..�+�-a,� wi..,,,,.L ....fit. +.1.....f. .. .,•...t'"k' al...,:.. -lt+o �fA:S.d ......a ..,, JR%...c '?r. -- 4. «strP7 ,..ae.d. c4loJ . ..: ro pe a ramiwrntr. •..... -i as+m.naa�o.. t^.a wia a.en ,wee» nwuay .:.wwf am rcn.,ce :.n:+ FROM! CHIN HILL. INC. as ■■ • m CT a DATEj�Ly I. 'O / WGY •�wSi PROJECT NO.`5 171 d* A Z A>ckMtcEs nra� 331radrK n 5 . 44, •=-r.�.{..� C�y,I�.a..Q.� � M.tJ�...�taJl �1`+,0 O.. M j,c P1.7�_r • wY. t wl -�c. G�.G.7E+ r ,zr,t.t, r^� a.:.lr �.a✓� • -E1<.. L•�.i•�- cr.�Xi a.-<.�+� F,•E'+c�t 'y f: 'fx.'. .1.._.b.....Y C�, I �R t � c ee y1 b.. t 2 Q+ 'tJ,.,,., 1. �lwQ.w...a.«! flc2..�'e tC..c�•.( V�i (•yy ,� yy J'K•.�. Y 0�.��. 40 w tL 30 .k. Ke .may Sn . 1n s InYMntl MYIYIMIap wdt M'ngnlryt IC Le s 11YMN'Yi1lM IOT ^ �wb4a^M1'ii�l. Iryt W,�I OJIn inClBMp 'nYWB• YpM! eM If.1rY[O}b GH •A FROM: CHUM MU, INC. pi_lit 1 /o - 31 - a'n-hy.Mo N- 3 _ eE_�fr.....-�. once i,�. - rc, PROJECT NO S. 171�b. .�Z _. . TSUB.[CT/y 7n -( _IIIDNL HG•...- �- -;tC�e:K. Gc.+ca.� .S(,.aAt' •Ga +� P 3 t J pe. '�, � dG.,��aRa,.a 5���,. Tl-a.,�o{ f.�,.t. .f.,.�^.a.�•. .Ar.�l ns,P._{ ...1, . .P-J, .7' ..t C• , Lita C:�4.Q d'li:{+q . .'=--t ♦7�.d...... _�. M.r. t".C.l. Y�.G...i CV ^..�.•,- `k" o�IyrY fi x tJta » tQ Ga d.,I,rrk�c� s 4 t .:� �. al IetfRrnw! NBf Gu9�)np (n b z npnp.utittM Inrm el [.x. .n:bt un tnat WI Gftn ingNN •xaPlp uFIU Pnp .pub fblP U0E7 CONSTRUCTORS II96 Esat Uh irenw Oiympo Wesh.ngton gsppt vnone i2081 TSa.gg➢t November 1, 1984 Mr . Barry Barnes CHZM Hill P-0. Box 91500 Bellevue, UN 98009-2060 $LOIN PU'I��j,jQN N0. 9 - LRNOSCRP�Nsi Dear Barrye The plans for the above referenced project sheet 2 of 13, "Planting Layout", call for 80 San Jose Junipers - 2 gallon can size. Ue cannot obtain 2 gallon can size of the specified ground cover. Ue wish to provide the sane gallon can equivalent, i .e_ 80 x 2 = 160 gallons, by providing the following, 12 ea. S gallon size - 61) gallons 100 ea. l gallon size - 149 gallons 10THL 160 gallons Ue can obtain the one gallon and five gallon size, but not the two gallon size. The dry Sumner season was one of the reasons given. Please confirm unavailability of two gallon size with Turner's at 624-0634. Ue would like to complete the sod and planting prior to winter. Consequently, your early approval would be appre-iated DENNIS R. BURKE, P.E. • ENGINEERING / CONSTRUCTION / MANA3EMENT • UGETC0NSTRUCT0RS �235 Ent 41h Av ny 01ymp4 wp,;nn.qton WB ' P1 o0 12061154461- November 8, 1984 Mr. Ron Olson City of Renton 200 Mill Ruenue S Renton, UR 96055 RENTON_UELL PUMP 5TR130N N0. 9 STORM SEUCR RE�j,�'jQN,4 Ova, Mr. Olson• • In accordance with your request, the fallowing 15 our proposal for excavating the existing METRO Tine and attempting to find the existing storm sewer which is believed to have been broken by the METRO contractor . Our work will consist of the following. 1 . Obtain utility location. 2. Excavate bench for 580c backhoe with 450 loader . 3. Excavate to top of METRO line. 4. Barricade with flashers to be placed around excavation by the City of Renton (It would he less expensive for you to do this) . S. Descend existing storm sewer manhole, and determine direction of storm discharge line. 6. Utilizing directional information, attempt Io find end of storm sewer pipe by excavating In general location of its crossing the MEIRU line. 9_ Rfter elevations have been determined by t1ve engineer, buckfill and compact excavation. 8 . Remove and replace utilities es necessary for excavation- 9- Replace tupsoll, sod, conerate, and asphalt as necessary_ ENGINEERING , CONSTRUCTION % MANAGEMENT The preceding work will be performed on a time and material basis as follows• Labor at cost plus 20X Materials at cost plus lax Use of equipment at Bluebook plus 15X The foil owing labor and equipment rates are applicables IaakgL Equipment operator $29 07/hour Laborer 823.95M04r Superintendent •29.50/hour Others - prevailing wage x 1 .3 for fringe benefits EUui omrs • 980 track excavator (if required) fS9 UO/hour ISO track loader $28 U0/hau. SBOC Backhoe $17.0U/hour Pumping I1 dewatering equipment $10 UU/hour ' compressor s17.OU/haw. -r hand tools YS.t1U/hour 1 action equipment $10 00/tun.. t•t. at Rental pate Bluebook Equipment Mobilization at cost Equipment standby at SOX of rental .ate plus delivery and installation labor .n rthy at coat ',jcking at State rate It is our desire not to utilize shortng (the ground will f. 11 In at a 2.1 slope in any case). 1t is also our Aesirr to minimize the area disturbed by our operations however, 't my belief that we will disturb a rather extrusive arm J Ue would like to eumpletely separate the activiticn assoc wted with this work and the activities associated with our contract Consequently, we propose to utilize Dave Uelch os superintendent for this work, while Marshall Uilliams will he superintendent for the work at the pump station site. • '2` I/ you aoree with thin proposal, please sign and return one copy to Puget Constructors. DENNIS R. BURKC, P C . Prof-sed this Bth day of of Novcnber, 1984 by DCNNIS R. BURKC /nr Puget Constructors RCcepted thla ,_ day of , 1989 by ps The total time spent to date is as follows! Equipment Operator 16 hours Superintendent 17 hours Surveyor 6 hours Laborer 6 hours Case 580C 12 hours • '3_ ����Wll �+ice ; .� ',l�!!tS_C?C;_.LZf"'fIS.AF--._. _..------- - -`--�• ��e.va yw.'•i.. rff.aeL4.: "� 4'fu�� ...a.+ ..ri.t �' �.,ri. {I I��r IL,• ',,.14!s�. R.I.�1.Y.AFw. .� l��i�i. VYA.�. '(I/6 �- jL 1. T.Y JL(C.{!LG (• '� G1lT�- �",. ti,�w 'tt i.N. .-/h'. '.'. �.. Tiw November 13, 19R4 S1i146.A2 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dcnnis Burke, P.E. Gentlemen: Subject: Benton. Well 9 Pump Station . Vertical Turbine Pump-Probe Tube and Vents. This letter is complementary to the submittal on the Byron- Jackson pump returned to you on this date. Due to the physical difficulty caused by the apparent impos- sibility to provide tubes in the discharge head similar to the B-J pump in Well Nob the following decisions have been made: o Provide 2 on,e-inch vents, with goose-necks, inside the discharge head window. o Provide one only 2-inch galvanized tube down, the well to the end of the pump column. This tube will hang freely in the well close against the casing but will not be strapped to the pump. It will be cast in the concrete foundation block exiting at, or near, the top of the block, pref- erably to the west. The bend required in order to exit the casing shall have a minimum radius of 12-inches ant be strengthened by a 3/16-inch thick gusset plate on the inside of the bend and cast in the concrete. 2rovide one 2-inch screwed cap drilled, tapped and plugged 1-inch N.P.T. • • Mr. Dennis Burke Pave 2 November 13, 1984 S17146.A2 It would be desirable for you to submit a sketch on the above to avoid misunderstandings. It would appear that the pump order could 7o ahead if you so desire. Sincerely, Barry Barnes Protect Engineer dw/se5515SS cc: Barney Ruppert, City Inspector • • � U Engineers Planners • Economists Scientists November 13, 1984 517146.A2 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dennis Burke, P.E. Gentlemen: Subject: Renton Well 9 Pump Station Seamless Epoxy Flooring. Your letter of November 1, and your submittal of October 31 , both with enclosures, have been received and considered. The Dex-o-Tex composition flooring and your subcontractor Queen City Industries, Inc, are approved subject to the following: o Receipt of w*itten certification that the subcon- tractor is approved by the manufacturer for in- stallation of the flooring product and has 5 year's experience as an installer (Spec. 09721) . o Two samples similar to the one handed to you on November 8 in texture, finish and color, are sub- mitted for appr� �al. State the percentage of each color in the samples (Spec. 09721) . a Permission is hereby given for the vapor barrier to be placed directly beneath the floor slab, as requested by your installer. o Selection of the material and standard of workman- ship for placement of the requested 2-inch sand cushion beneath the vapor barrier and installation of the barrier itself is a matter for your atten- tion, including the several penetrations for pip- ing and electrical conduits. CM2M MIL.tic Sevnp Once I.Wi 114M A.* Sf &re =-"1' =--' 0O Sm 91500 Bea ..WWwnpron QMXo 205C Mr. Dennis Burke Page 2 November 13, 1984 S17146.A2 o A peripheral sub-drain around the building was not contemplated. Extra payment will not be negoti- ated if it is placed. o Satisfactory perfor-nar.ce of the flooring through- out the 12-month guarantee period, as isrmbbe all work under the contract, is the responsibility of Puget Constructors. o A cove is not required. Sincerely, Barry Barnes Project Engineer . dw/se5515SS Enclosure: Submittal literature (Dex-o-Tex Sample handed to Dennis Burke November 8, 1984) cc: Barney Ruppert, City Inspector • November 13, 1984 517146.A2 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dennis Burke, P.E. Gentlemen: Subject: Renton well 9 Pump Station Revisions to Drawings and Specifications. • This letter is to document verbal instructions to revise or add to work under the above construction contract. o The pump station floor shall be raised one foot to elevation 43.67. o The access road parking area shall be raised one foot above elevations shown on Sheet 1 of the drawings. The access road shall be regraded ac- cordingly starting at the manhole near •he Puget Power vault. o The catch basin at the northeast corner of the ' parking area shall remain at rim elevation 41.65 ' in order to drain playing field surface water. o Ballast material larger than the specified 2-1/2 inches will be allowed. o The existing telemetry junction box at the obser- vation well shall be raised to access road surface �. and a portion of the conkrete curb omitted to ac- commodate it. o Two 3-inch P.V.C. conduits shall be provided across �1 • the access road at the observation well, i ' W-718 WELL #9 PUMP HOUS WT -9 Inspector`s Correspondence & Memo • Mr. Dennis Burke Page 2 November 13, 1984 S1i146.A2 o The 12-inch discharge-to-waste line shall be laid higher than shown on the drawings to conform to �.- the as-found elevation of the existing 12-inch at the point of connection and to a minimum fall. o The paved area adjacent to the electric transformer will be modified on site to allow the transformer /- doors to open fully. Other instructions of importance will be confirmed in writ'ng either when they are given or at your request. Sincerely, Barry Barnes Project Engineer dw/se5515Ss cc: Barney Ruppert, City Inspector Ron Olsen, City of Renter. • November 13, 1984 517146.A2 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dennis Burke, P.E. Gentlemen: Subject: Renton Well 9 Pump Station Changed Foundation Conditions. Your letter of October 19, 1984 alleging changed foundation, _ conditions has been received and filed. We comment as • follows: Item 1. Storm sewer. This has been discussed with you and your proposal of November a is being considered. Item 2. Concrete footings. A subsequent letter dated October 31, has now been received. Please provide a copy of your subcontractor's billings, or other evidence, to support the 18 truck loads stated and include all costs, such as dump fees, you will be submitting for consideration. Iten, 3. Agreed. This item has been dealt with by laying the pump station blow-off line at shallower depth. The station floor has also been raised. Sincerely, �y 3 Barry Barnes Project Engineer • di:1se5515SS cc: Barney Ruppert, City Inspector November 13, 1984 S17146.A2 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dennis Burke, P.E. Gentlemen: • Subject: Renton Well 9 Pump Station Puget Power Company's Construction. Your letter of October 24, 1984 has been passed to the City of Renton and by the City to Puget Power. If further action is required by your company you will be instructed accordingly. Sincerely, ,�—q(5 Barry Barnes Project Engineer dw/se5515TT cc: Barney Ruppert, City Inspector Ron Olsen, City of Renton • November 13, 1984 s17146.A2 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dennis Burke, P.E. Gentlemen: Subject: Renton We" 9 Pump Station Compliant with the Specifications; Construction Supervisic.r; and S.,hedule. -� This letter will document the reasons for the meeting held at our request at City Hall on November 8, 1984 and the mat- ters discussed. Supervision on the job has not been up to the standard ex- pected from your company following our telephone discussion in the bid evaluation stage cf the project. It appears that your basic prcblem has been an overload o4 construction re- sultir.g in a lack of adeouate superintendence of the subject project. It is understood, and expected, that Marshall Williams will return immediately and be the full-time super - intendent. If this is not to be the case please submit your intentions. Observa['_on of construction has shown that the work is not being carried out in a^cerdance with the contract specifica- tions or the previously agreed variations. Some spec:fic instances are: 1. Ballast for access road is up to 19-inches in size, specified material is 2-112 inches minus. 2. Polyethylene encasement to underground piping has not been provided. • • Mr. Dennis Burke Page 2 November 13, 1984 817146.A2 3. Incorrect backfill material was placed in excavation beneath floor slab. 4. A mechanical joint was incorrectly tightened re- sulting ii, a fractured gland. 5. A mechanical joint bend �,as installed beneath the floor slab instead of a double-flanged bend as shown on the drawinas. 6. No hydrant drain gravel was placed. Action;taken on the above examples of non-conformance referenced to the above item numbers have been: 1. After investigation by a soils engineer material larger than 2-1/2 inch has been allowed. _ 2. Due to the relatively neutral nature of the soils • surrounding the piping the omission will be al- lowed and a deductive chance order will be pro- cessed. Please provide your estimate of cost reducl' m. 3. una, _eptab,e material has been removed and the specified 5/e-inch crushed rock placed. 4. The g_an. has Leen replaced and correct assembly instru7tions have been followed. 5. '":.e .-.echanical joint bend has been allowed, with necessary tie rods, because it will assist in modi- fying the pipewor!: due to the need to raise the floor slab by one foot. 6. Backfilled material has been removed and drain gravel placed. Discussion with your responsible person on site pro-tem, Dave Welch, makes it evide:.t that the job specifications are not being referred to or conformed to. Please take steps to correct this nor.-conformance. If you wish an alternate to be considered, present it in a timely manner for approval. • I • Mr. Dennis Burke Page 3 November 13, 1984 S17106.A2 We anticipate working with you to complete the project to the City's satisfaction but there must be improvement in your supervision and conformance to the specifications. Please submit at the earliest possible time your promised revised corstruction schedule. Sin:erely, %1 Barry Barnes Project Engineer dw/se55l5SS cc: Ron Olsen, City of Renton Barney Ruppert, City inspector • 41 PUBLIC WORKS DEPARTMENT RIC14ARD C HMHTON • DIRECTOR p $ MUNICIPALSUILOINO S99MILLAVE.90. RENTON.WASN.99M s Y ";9" tP 206 235 2569 Ep SE ytE BARSA4A Y. SWN�: MAYM MEMORANDUM Date: "k'l ;;11-cr 1:" 1dS4 lo: Marshall Williams, Superintendent Puget constructors From: Barney Ruppert, project Inspector Re: lire iivdrant • Project W•718 1 have discus.ed with Ron Olscn, Utility Lngincer, the • missing pin from tite control rod of the Fire hydrant which was raised to a now grade by your personnel. It is Rates contention that it wax a working hydrant before your work and that it Miould be a working hyd- rant when you complete your work and at: no additional expense to the City. IN :j f t� 1 � "{1 : cc: Ron UlsJn 1 l�y Barry Barnes �L �1 ��• 111 ; 5.1 MINUTES OF MEETING Held: November 29, 1984 At: Renton City Hall Projects S14176.A2 This memorandum is a record of e meeting from 3:15 p.m. tc 5:45 r.m. Present were: City of Renton - Ron Olsen . Barney Ruppert luget Constructors - Dennis Burke C112M HILL - Barry Barnes Ron Olsen opened the meeting stating a desire to establish better communication to avoid problems such as had been occurring. Dennis Burke wished to discuss the inspection procedures required by the cit ;. It was agreed that Barney Ruppert was the site inspector with CH2M HILL providing him backup now that the underground • pipe work and access road were completed. The city had se241k1 requirements regarding building and electrical inspection • and these must be adhered to. It would not be possible for Puget to deal with only one person on inspection. There was discussion on the chlorination room partition wall where it had not been possible to pour concrete at the same Lime as the other footings. The site conditions were explained to Puget with backup from recorded notes. Puget stated that there had been many changes on the iob that had caused a conflict with the intended schedule for construction. Some of these items were: • o Location of Metro sewer o Elevation of the 1--inch drain line o Connection to the 12-inch discharge line and con- flict with eleva,iens o Delay in testing due to high point created o Requirement to raise the roadway and buildinq 1 foot o Difficulties with probe tube configuration o Conduits added across the access road o Problems in raising the fire hydrant The city crews were stated to be repairing the hydrant and there seemed to be some conflict in determining what actually • happened. se2Elk2 Dennis Burke wished to be informed of problems as they occurred, but it was stated that his representative on the site should keep him informed. A discussion took place on submittals which the contractor intended to forward. Chlori- nation equipment, electrical, epoxy flooring, and rebar steel had all been processed. A sample of the masonry was required. Also, there were requirements regarding submit- tals for roof trusses and seamless roofing. It was agreed that a reasonable turnaround time by CH2M HILL for submittals would be 2 weeks and CH2M HILL would try to respond. • There was discussion on the permits that the contractor was required to have for the work and there had been some con- fusion in that area. In the fallowing week, Puget intended to do: o Trees and plants o Floor slab and sidewalk poured o Drainlines with thrust blocks o Probe tube, rebar, slot# well casing, place pump foundation block o Test the 6-inch and 12-inch piping • se2<lk3 • There was a discussion on travel time applying to force account work and this was tabled for examination. Dennis Burke requested interpretation of placing mortar in cold weather and whether any latitude from the specifica- tions would be permitted. He would be informed by CH2M HILL. There was general agreement that the meetina had accom- plished a useful purpose and that there would be meeting every following Thursday at 3 p.m. • se24lk4 • �i:oi°To • Ne o04�6 CASCADE TESTING LABORATORY INC D,TE 7 NC — TEET�Y6AMEKCYpNvEM6�NEEali f6EOLO4�8Ti 1 9C ... E EMNI[ [NOVEtT IOC,nON t - EIDO aETWT NO OWNEe 'T0 _ .1 WIaTgE• TEM1 a •Y EM [NCME[A - •11 NET! CONi11LCTOF THE [OIIOWfNO WAS NOTED M: .v in —a CITY D l t M NOY11E ON�IIOJICT T%AVEE TN[ TRAVEL M4EADE �VlD IT f T t 190 TD - t. . _-- FIELD EPORT , • 4lpJPiNJMOlPVT1 NO 355 4 P9i 1, VS PPT NO - PACIFIC TB%TI\GLANOR.%TORlK% sw••s.+4 tuwy.,.+R t,t;.u+ :s,r s.-t s ..•.ao..as.+..wer "PrPVC'.T M.wLIL -;pptr,..,a n.I wtS• n.C'nn s.nmrrw.s .P•rw ns•.n <e...,� w .r vrn+s soa ns�w.ss COtlPPESStON TEST RESULTSVEwft --.5.c11 _Q� /��I�U✓I T _ N�DTED 57.�_P�_MrE II-Z / -p Z UO_/'%//f%✓t S t_., fc n Ctl c `EM»"W. .nortcr LUr// :�c 9 ErwiwEc, _— - eantL(iD• __ w•n.. SA-.�-. .nE.I�w t'+5• '� 6.''E EnORM •. '•I. --- 3-wel+ C-FJ /2 S 7 a 6 6= Q r Y 12-24 29 •er• w.zwD nt�n o..lsr• S+�tH r< ,3.nq_4.... _ uuEsrt cuE r+n...w .flea P11aPa11rg1lE rltb u swat..0 J1�L..W `ra Ganwsa ars`r r.n� '. - •,at a R1F., xVw .. 4n ♦ C..0 s•rnn.o.1•CCar.KE mna wa•.aaw,nni n•anaD •rw¢•ke toeE.srD spa r awn tarnrp..a w,Es Cy/.n l/ i «,Pre Zy IYOG c /ien} +OP RENTON Rc"CEiVF _ �b wr•.atn..wu c n..a,.r,a.»»..•.mwe.w M.w...w.•>t-^.a aaa aw.•+nri�' �ldO.TaEr ad.r r.ve aeow C.nN•w awa M L'.C..e•»tm'.O�a.wPwLf w..soi+a.aunsaoi.�r.rr,.w��vs.....�.MaC..a`a n..q�gae�.s.t•cno•�q+ww��• heft TeMing LaborntorW to.. n. '• Y'LE ''.antX."Ms r� • REPORT NUMBER PREVIOUS APT.NO._. PSI'IFII' TEST1\ ' LABORATORIES FENERINO CONSULl.TION EXECUTIVE Of FICES RADIOGRAPHIC INSPECTION UCnON SUIEav�9!ON YJ2011TN AVENUE WEST P O CALL BOX 19125 2".28J JESS GEOLOGICAL SURVEvg 4A AL TESTING SEATTLE AASnINGtON99119 SOIL TEST BOA NGS SOIL MECHANICS COMPRESSION TEST RESULTS _ _ �- --� MAILING / REPORTED ADDRESS �� IL.IC QQ/� De�� BY l.ISS DATE/.2PERMyE—E.T— F ZQ7 �IA/ FJ11JE/�.��� l jJR1q} ATIFiC UMBIER NF MBER F17� ���5 LM#/V r1Q♦� J-XLCNC ``4�CaL� ,� ARCHITECT PROJECT Wt / /YO -7 ENCINEER PVRGH ORD LOCATION p NUMBER 3 -/��� CONTRACTOR _ MARK TRUC';NO. SIZE AREA ISO.IN) DATE CAST DATE BROKEN A A I A H TEST A b xi2 2 .17 IA-Y /.2-// 7 G14 ctra a:90 YEW.11 MINING DESIGN WEATHER PLANT STRENGTHI'C CEMENT CSEAOG FINE AGG ADMIX CATIONS LGe SKXYCu.Yd. LW I,M.. L. •IX Sack P.r INat CaIurHA By PT.Labl C!rY OF RENTON EST R[C TYPE OF CEMENT .SLUMP MEAS. AIR I QUO NT1TVrI�lC 1/ C9.YBL SAMPLING IN ACCORDANCE WITH EMBE DOEO ITEMS IN GENERAL 1 .1 i� q .� APPLICABLE CODE AND SPEC 1 COMPLIES WITH ANROVEDPLANI 1 1 I ,1 SAMPLING REPRESENTATIVE ALL GETECTE301WREPANCIES Of POUR PLACEMENT' CORRECT PRIOR TO PLACEMENT' MIK PROPORTIONS VE RIFIEO WITNESSED PLACEMENT ACCEPTABLE IN ACCORSAWQ(IN5ING OEPT BY BATCMING SUPERVISION' WITH PROJECT REOUIREMENTS AND CONDITIONS' POUR LOCATION B NOTES // // // .y Gy1tAJdff5 C?3T' 6�/ !- lJ - f� ra-5-8y Ms pA Mgt f./pe_ Ef Certified Report by Pacific Testing Laboratories DATE /2-"/Z'Ff C.,I+1 P 1.11 r'I I" 17 rs 4 Aam�San cu.�Ia1a.luen.Ny•^Y^.RIW R••teE b.E'W any eM ap4umOn W rpsfvNJ pr<IMubnal lnq,npl. � REPORT NUMBER/�yRs N? 35549 PREV"RP-T.NO. PACIFIC TIMI4LABORATORIEC [MOYe.rOCWai.igM FEECUT� ICES A.OppM1..[Ne.KTp, (WpYiOETMy4..'tg[}lY iE.UQK.VWi A0 rrT .Vf NVf*[$V p 2520666 SF ITiE WNlw:NGiON Hrq OX Its, K]UM! Y! f(X r<6MMCP COwRESSIOR'TEST RESULTS C•`J ��.yC ,S wr: a�ME° t rf"YWPET w If NUMBIR .. -�—� M1[NITE(.T rROSOr f-! G' Z� ._i Puftk Ono EOCAron — <-n fly (�I�' rLtT? . ' m TWTOR f '% ✓, .- T. � _ fYRA rev LEE A14te0 eel OATECAe1 DA.TESO 0 TEST IL -71 ;A*n ? W.l� Y. STREW amew C1lAM Af AM AOWM .No.pfTgEy QU[� Ya QE.A�ra ❑"` 4- ❑P.e[r❑rY _.------ INac.nm.Aq.TEAy .'- - IK Of CLWMT -z--, :SLUED L/ _K AIR —___\OUW"N ..__ Cu YE[ L Aq Af ACCOROERa RRR Y IR� _.— _-- AMItAeEECOaYOYel.1 r 'rN.'.N:K1bT YNa ro w.mrY.l a h nrlllf f4W,tl.On[�fNY tM Jwb+W Ma aMlrYw+W.HYn T..pW a[��Y MMVO YwE(ir[tYY�111[I :aamr.w.a ro,wY.,.�.oY�.Yo�+aEmowuaw. +a....n.uw aAYwo.onYM ae.Yo.cA.+.m�al..�wa' CwRR1eC ReDonby PscMc Testing LmborstofNs roo _ wUMS WlE Oi NE9f Ynf NSfS fE� e� r COS JOE ON Of[ MT O fGE. . RING fMpyNi �Or..tr.n5• `.. .Oi4 v__ — - REPORT RP T NCR N? 35550 PREVIOUS APT NO PACIFIC TK%T1�LABORATORIK% z [tgf�tR90 LPtaA,9NON [ VE ECEf A99M9A9ntfaElClp fdN9TIC,CMYRRN[ION ll]O I PTA.vtvf N Nufut KEST(T 1206 ]9}0A66 OE0.00t'X9VIMY% Wg11W tI(tNp Sta•tt K.SNINGTON f[119 EOI t(p 11Kyrp Ml MECIMII.C! COMPRESSION TEST RESULTS ADEP'llEm ban •.ram.�y c�A 9so s _ SEE i-oia '"T[CT EN "lo 1EA11% m AMA910 WI MTE CAST OATEBRCo EN AUAT r L 7oD0 fq 7 /OJ.a-0 SG/O v L( 2 Tw%R —___\J .-_-_ � �-fttiIIIii,[3pw- A* { V WANT C7[A00 PIES AOa. [ P""TIpNs❑E olwau%v ❑u%❑wmw ❑uf. �Nd c.nn.a qP(EAu Tw(OE CEdENI ALL*& Eq w AEEE IS,woe" G.Val I&AWUMI. mom POUR tOG.tipN/RNOTlYL� RYC»I If4CP�lF�1J 'TNt anntiw.fnwNNnrfml.rr dxv web afYve N.[v[dyr Wprb+Ne rar dvwrvr•wf.� rev l6'pfdtir9Krrr.e rP.9 c.wv9,rr a a mn9mw9 m,.a.r...wcum.fevo•r r rvaroa9arlllmrr,r9KP f...A*r a r.p�r KVY9NMra Tf r9d19ypn vpwww' GAMiao Rpon by Pmi"c Tatlny Labontorlaa c• _---- --- mn Gu9Ke K ... _.- N • 1 _NOUNS - an.E WIPERS%PENEES I COS! COOf ON pt[ N• OT GE nWO YNAWatww L(•�� TOtK EgIMf��y ,OTK- 0 .l REPORT N'JMBEACR N° 3550 PREVIOUSRPT NO PACIFIC TESTI.. LABORATORIESLl [w.F..gc,DFF.i•,•u. Et[CUTIVE OFFICES wOOR.wIE w[rKtOR Mf•\'C•O'SIiERw9IJ' DK1"..1EN1E NFS•.}" lS)OeN OERWfA Y/MYS II,rt94 RPM SE iETLE N.S•ahG•O•.9nO EDI TEE•EDIr,E tOS V.CR.PCE COON TEST RESULTS _Ll_�G1 KNOT wILND FmnEu Ct7 �%�fIEJE.� _ _ ERyv�fwEe _ _ wn _ Pq' C7 IUE.'q. -.. _ _!_.... _ YBER�-�T'. Gn MGTOR .I �•I / r- wRR SItE ,REA IK NJ 1 WE c"T w•F ERDIIEM --- 'ErP S - WRPFG .�� vrt,ThEA PWp SMFICiaq (AU w c7Eioo FIN[JIM iDlSv PRDPOR•Wrys❑UIF OEPf�I.e.w []u..{]N Mu ❑us ..! !~_ ❑P.6Era C Pr — Iha C�n..e N P• uel �� -" T`p TYPE DF EFUFNT YUFi _ _-IN, No__. _ \.OWRTTI — C.wS EIIINLNq I.iCCpK11KE MRR yE 11qpP��T� T hFw+<.�sw.rbN.c...n dN.\Frr aerFlFe NINw rroviow doeMwaw w.rwwS MarP..wS.r.,.Frw C.No.rnrr 'h1 nFPN••uFEro•iy.wl".p.can yy,a.ra tl'.pwdw. .gaFrrlwlydelS,nr.rlrwto"ESrAFFw 40drRMS1' Cwr[OIW RepoM Cy P�tic /L Tenlnp LaDorNo ![R ) 1 ---- •.![ yD• aERs O COD 04 _OF RT 01 [ND EF P[�NS_f6 J1c - I ,. • DELIVERY TICKET __... •aeMroM STONEWAV . r�r�cr I i*�I�iLAy Iar • ruarnu ".._— v osox sos�aearoM,wAswiwroM soar �. zxc�aoo ea+aia • _ � rww.D J(� MO. lt.nwl �n «tMlik MA,. AM EQUAL wpFr,a•rr fwl ORDAR NO, ' .t•✓n��..•MW�r���avw • PUGET CoNafty u«n auei .MOIOFf il0 1 U«lv MF II1M • _2 ! o NIX 8 _ •i lIi !(4 CA4 • a C 41)I . 1360 . 11MSo MR! ! oL ALA 3/4 OZ V .AO .. - ...•. • <M.<NW IiR,I . �IIrN w�.. ,A AA 0 • c. Y= ii. MWIMUM LOAD 1.0D% iirlM«AUI. 1 OJ,� ilbi ' IMF fU/(I�.F • YYD .MD ..M 1fH0 l]OD AA�O I UJl�g1 �tlV6 4.1vi1 1�+ • _-- f]O1G 6ttW f]OA i%.u�n.M qWr u i x x,o. • rii*ai"a s3o $6000 .wa w a..,.n M..n.Me..+Mwre WM•M MW1F wl.r • CAP.CO PARK ++n.namDrrwai.ppdMnlM« - TAX TOTAL Y -Al01 NP MM KCVM fO,K ----- ;.: '.'.1N.00iG CyiTWr11..OJM1wF Iu L 9.30 ---- • • DELIVERY TICKET . STd cr EWAY • •*•^ iIAO:AII1 REARMem1'lcrL a� • TUKWR.A .Mn.G � PO.BOA]0•-REMON.WASNtNOTOM 9B06T .i p1, , .• Y1Ft00D 6]Y J100 r T r IM•Y _ tMIO•D • I S .Yua WR 1 yy1M(11±2—' MAR wt 11 FMA CONST 11MT N•{Z Yg11NT 1p g 1 : I 3 I • s � �k � C 421 ! 1Jf0 0 1"0 YNMS OZ CUT AKAnS/A OL CUT cD T••D• ]0001 y1NIWM 10.01 Y.11O5 l {N Nkl+h� Y'Y01 ]WCt 1 _ [DYORkI f111[ fW[NWl WO fMO fIAO 11J10 Itlm lUY GIw.R 0.1Yp 61.V4 �I • —)W10 ]1010 ]]OA c.n.rBpry K.tlT 84 % XX10' • ..� 9AM 050 / curs 66000 NIRNIY knn Y..ne ervv.nu:«aan:v Mu±�<w w+Yry M'uu •� Nafllv►lTMan CMK�al.an..panl u.. w'MNMaIa In allan.oM plAµn�.s.mwu..'Y rc'nu.nly M'�..n,NMwnT TOT•l • rt�In.alna IIND1110i 1M1CMDI CMLp1[Y �— I CARCC PARK TAx 'aWww In..e�.Ru1. TaY.t •Yf avR ram� Tw araawwrua TOTAL♦ 96 • DELIVERY TICKET • SiAR � � 1M 00 BOX 5M RENTON.WASHINGTON W57 .Mm 22F1000 U,3100 Ri ioe ^� I IFamo y. .'��.�a r__ �xL1R I D11iE il<KF• VMLMO ,�� _ �� 1 NUYKR •tM I;'tie ®2 x[LOb 12VI Sj 433 uq � 2 FauL oR.wrt�Nnr F..vwrp • PUGET CCNSTRS. c"R'L r o'.q7 • �y � C Nr1Mlr WR I FLtMI. "Nrt�F y� ..._s I RIK-42 2 1 2 .pL . 2 3 �Yr LiWT $ ,M C.L% Y I . cUUF r.R06 � 30001 Fl R1 NR h �} M,ni4UM LORD •. • LNLv I Nly] ..0 r 9 °gym o` Ray. �✓ ��. 20 F,RwwNX,,i ea S X mn es000 . <w1wN...v..,�..,o MDAR RENTOR I ER LARK ^.oL....,.Reue'uraFtRc«oi .wrrx.�x mr L • TAX o ��na..Rs rMrwR- TOTAL —96 —a 2 i 2. 1 X c.ao • DELIVERY TICKET • STONEWAV •TUKWILA w. P.O.BOX 509-NENTON.WASNINGTph B1057 •EInEE AT" Ml000 631a•oo IwM» • KC r_y44 T1CNL� f NUMBED le•.x MCN pI YApG .E[ COVCL DNOILTVMrtv 1MV4OY9I1 I.I. 4944 PUGET CONSTRS • 4—III � NYVIe1.Y M11 31"M , . R7 r r x r.e rcw oF ! LTWL 2_i�.' 7 1 5 '— C.L[.M M LugK YAR4: 70001 MrNWUM L0110 I IN"" • � [.lAAN1Vl — sro NLLAL. �� 4 . eolgt eoepi NOT YA N TRUCK TANK (on(wn riNi wrcFr.x �` • Mw aVp WD � - r - Cb10 (b2o Ebb fbO lIOW !bW (, • �� T M x X10'l E%1V1M5011LMN ' • —I FEET EE wI 950 CUTs 86000 EEYIIOM' *_AN. tlF]•rF1�r�MreLAw.N'..N wp�J NnVm:^w+y wn MNr nwry 4W • ,vw ween(Lwwn ML.n..e«rrbMNl ra imrmr.r.we,.,e sN v�r( ronL •.aw..n Fc®alTweeuelornrnrn CEDAR RIVER PARK TA% • _— TOTAL++ rFLcx Fo n.Nr .cnrM ro.uTnMc ouL w.rzF.oao cVlTulcFs wwlnwlr 7 178 1 21 4 VA j 2.00 • DELIVERY 'tICKE7 _ • STONE WAYREM CMT%Crmtp- iT;:stp�lv2+K' TUK111LA• A . V.O.80[509 RENTON.WASHINOTON[N0]T AT'1DB ♦UNLOAD Vd Twml I w No s 3.NAIrL DATEU w T[ NMe ." aA.%.. rA3ARm x l:.�Lt1O �a.71 297a a -[ou�L o�r.3murx.r[MnD+ • I /may �xU`NC.MAf[MOKA HO PUGET CON81'RUCTORS /� h� �_^`J�� •M•��'��-• +� uNrt EBLa AMOUNT MIS MYt;NLY ` uuox 2 6 _. x Lt KA AIIMIT LTMT IM. a 2 ] 4 • x a • uLOMM nrtx MNr °*� • wale[` wY Nar[A TOx 'M VAR. HAUL 30001 MIWMVM L04D I YA:OS • E%TR EXTAA AR Y. 6AF 6fp MYWX.V ^ •� .000� 1Ofi01 f • COH,. FN[ fV![MMf • yx0 MNO tAW .xlo a3[w Limo „e ti Aen vwvn �wwn 63010 13W0 330A • nL C£S — LxrArasraN�DINT aA X XIu, • r[n MBA. 850 uTf 86000 [MNRII NMIN"NM.uAM.Twlv.mnOM OOOf^u..wM Jn vRh AwE SUB wo�MAy.BI Mn MiM.pp�y,MBy'AI. 1pf��!✓tn.xF M�^Wx nn rr 11 ny TOTAL naSNIASM!P~[NBWAl1YCM pBIS[LI�NN01�+M.�ae�mOpel gpe.W. � CEDAR CREEK PARK TAX • 11111CM Np I4Mr .CIVM TVTu ^r[aw nAOpa cNldNwa NA TOTAL • •• DELIVERY 7 ICKFr TUKWILA TON WA Y • """"c1TlL! cTxRy! � • •.O.190%5Up NENTpry.WASNINGTON 9B057 X•T A 2 T • 2&Y0p0 W1.3,00 +• •. KC Y ( uu __ NO • ] iVt MnTKKEi r� I.S. _ UNLOYO .../ NVWER 4331VRERAEE E FwAL a.,e--'—;,•,Tv�cM PUGET CDNSTRBR aROERw. • �� 'f0 NTNRLr M,Y 4 lflRT 1M(E 'AMOUNT vE „ R IX-2 , f? _ • 1 2 Rj O T tTwr uuwr •os • EXTRA NAEIq 30001 MINIMUM IOAO l..A Mx M btll R u,Kv 1pEpi • fAMO rm• 1VTEq" �__ i1p10 Y.NO YxU Upbl rlpip —� s fAlfp _=51w 80 '" EY11ftclsNEgNA1MT 6/ 0 I�$ X 6 X10• @opt, rEET RE•MI 650 cues $6000 , CEDAR R IVFR ►IfN , E,,, war ..pm,.x,.n.....:'°° RFMON us'� aRCEn" °aRa� . ...M w w® pr ao-,a TvrA� • TM„x Aa TAX _ r,.ANT nvr. aTu me auc 9! 8 A.— $� Zf I' '—'� EVf.ar1RY MW1M,f TOTAL♦ X � _ C.O.D. +11MR PLANT n nD + /�SOIbnO \ • • OELO KN��L77OT.Er1: 77 •i�o� try?�l�Vi i /d� JI` PewKr _ wHY uYLnwD vwKo - — __ PE¢t •YDUYr �PouPtp � 5t.+( i PL[YO .S�C<YI PI 0.Vv i A ESO60 E2060 620r0 Ev f iW MM fgtfR SwND 62028 EI020 b20E0 I ' \ O 5201 S203 5205 1 5207 I � e�1 � �Ts�uF2f.ECn atleNRf—l�rri sfu. —._ GK.VEL 6Z02 � 120E 5206 520E � t2030 62050 62080..,. ' CKDSNED fW 1 '"a. \HM1 L'\Y�R M1 .aY�xM I PIOCK bZ 62060 62060 620T0 \KP[w TQYP( w..PiK T0001 WNIMW LOAD\E PONE ._. Cl MM i b000t . nE0 -7� ssoor +tYY. e000t _J_ 1 WtaE k.MMfNN pMt gV % % 1D' sDsrorAL � _ � ■7O NE WAY ke:nTON OItKE _ TAK i ..�... �•••' ; Des NMY TICKET r.••••. •�•,•' ;;.. iubML DPPp1L iNiry FMc,.,... ...... YPW ��! PUIaAOi I261YD] w.. STONEWAY Coro-Jldrtr. . • G WT w%M RENTCRI WAOFINGTON 0 7 oA1T dGW� TIAFi• AM ESS (IfV OELIVEF IY.�'<< owM gv�Il.,r a .m SANG GRAVEL CRUSREO ROCK i�( Sad _ ror AL LAR TOTAL No. G 21752 N n MNANY�I WM IMI STONEWAv CONCNEIE iNC ad W■nod Ip !o•ry dwlYlf'a dnVNNwT fl.I 01 MM k 1B w wwwr WMwii m OM—"mN WNI I14da .e dNW W. DATE NwrMnr t0. 1984 CITY OF RENTON P,O.Nu. 35741 REWISIT10N DE * LUjjtj&j ACCT• 421/000/1S_SOI 37.6S.j6 3 VENDOR NO. ACCT. $ PHONE NO VENDOR NAME AND ADDRESS %LNVOR "REMITTANCE" ADDRESS ��Flc• x.ac lnu l�l, Illn 7,k Avvmu. We_ DESCRIPTION IN DETAIL AMOUNT IxsP O FOR WELL N 9 - C TY OF RENTON PURCHASING TO ORDER AUTIi. BY:, • MINUTES OF MEETING DATE: Moncay, December 17, 1994 PLACE: Renton City Hall PROJECT: 517146.A3 RE: Well No. 9 Pump Station This Memorandum is a record of a meeting from 3:30 p.m. to 5:00 p.m. PRESENT: Ron Olsen/ City of Renton -arney Ruppert/City of Renton Dennis Burke/ Puget Constructors • Barry Barnes/ CH2M HILL Minutes of the last meeting, December 7, as recorded were circulated for comment and agreement. Due to a misunder- standing that approval had been given at the last meeting, high-early cement had been used on slab pours without spe- cific permission. No objection was raised. Puget Constructors had run a pressure test on the 12-inch blow-off piping which was successful after repouring the end thrust block which moved. Test not witnessed and must be repeated. There was a discussion on coordinating with the City Inspec- tor the planning and performing of work. There had been • problems in this area resulting in the inspector making se5544D1 M___ needless trips to the site and work being performed without • inspection. The City required that the job superintendent attend all future meetings. This was agreed. There might be a change at City request from the approved Aurora chlorine pump. CH2M HILL will investigate. There could be no site work until after Christmas. Then possibly on Monday, December 31 onwards there would be gen- eral clean-up and fine grading if the weather permitted. No junipers would be planted yet. Puget Constructors would check for safety on subsidence at the backfilled excavation over the 42-inch Metro pipeline. Pump delivery was overdue. It might be installed when deliv- ered irrespective of other work. CH2M HILL would check on the desirability of installing the electric motor. Except for site grading and possible pump installation there would be no site activity until early January. Masonry samples were yet to come. Masonry subcontractor would be Easthill Masonry, of ]ssaquah, subject to CH2M HILL approval vet to be given. Next p:: estimate request must be from CH2M HILL to the City by January 2, 1985. Puget Constructors would supply detail to back-up some of the extra cost requests that have been made. CH2M HILL would attempt to process the extra work payment for January 2. Next meeting would be at City Hall 3:00 p.m. Thursday, January 10, 1985. • se5544D2 r rROM: CH2M HILL. INC. Af«FYuf _ DAn 4• _ __. IIIOACT No S,1 0¢4— �'•_. ._.._ _ OO AFV4L Sa��.. SUBACT wL PS. a .f cam- cut.— 9( 1`JJy w..y,'(„o .....(,_._ 7 � m� Jed.. ►�.._. }+cia`C`(t / _. J�`a` J .n..JJ 10` w.-.i� oJt �1-.�.< Y✓I,ML.Cf rL.. .. "r �.�e,.. l, 17 ..-.�( n°'""'`f F•1.....st 'IiLQ �ov.M.r tL.. -Eayt' ol'-:�1 ini5 mlp.... .....meJ� way Q[ .nee iJ • Dandwrillen y01m of [Ommun¢.PM y�tl wJl DDtn mcreaY meyLaF K4Ml a^l rbuC1 cWLL F t f 1 fROM: CH3M HILL, INC. PROJECT NO.S t 7.!k `3 SUBJECT 41raLk '{ (� t(•/ij�)r9 �.Y�rY <yi'�Y. JlL.��4..� / ^�L-CC.�. j� � `r�K.� r�p•n�y .. .' 4Y a Y"'VT+M, _ Y ��YI G •.l�Y "C. '� L�^rlY•%.d�. � C V u�I�� / L'I4�V, e.....< V?- �-.ywa,r.•..G.t.._ oL,t.,e.'t;...e .� ,/c..�t.t{��'.•�i. .ter -�, may..(, CL,`e .:.R..ti1 c+..�J..�lat ..L.Y"�r_t La •.+...UL.J.1-L=a- �"�r�.L ++^.in+-may. ` <.a J�S`x�.�.�_.., (�4l L 'J,v.n+�..+.•T �'V+�s l3l �i.w-t:. tlys r.. :'hr�r( R+�. fJV-+ K 11 'i .�� _ rlw^+e� lattarnyq wm dnignb to P e Fmpwrilt0n 1pm of a»�muni�wYtrn Pm wbt UOP inctaw `roft$M et+Pe u 1 tRWlr<oIU • PUGETCONSTRUCTORS 1236 E0m 4n Aanw 0",,," AirmNIo,,90W, •nose'.1961 lyl.9eit february 11. 1985 Mr , Barry Barnes CH2M Hill P.O. Bo. 91500 Bellevue, UR 90009-2061) • FtmILO_HSIl PUVU-5A9.I1v1' No- Uear Mr Barnes. Enclosed is our letter to lakeridge Paving which spells Lout our position relative to the paving. Ue have been and continue to be Quite unhappy with the situation . Lakeridge has not returned our check to dale nor have they contacted us. Our contract was for 06,141 7U Ue paid $S.600 or 87 percent of the bill Ue only have $Oil 7U available to solve the known deficiencies I hope we can ,ulvr the probl'eero with that amount of manev OENHIS R. BURKE, P.E. l� • i' enc • ENGINEERING CONSTRUCTION MANAGEMENT January 29. 1985 Lakeridge Pawing Company P.D. Box 5430 Kent, UR 98061-5130 Benton Puna Station No 9 -, Paying ContrOct P D lQeO • Gentlemen, On November 1, 1991 Puget Constructors issued a purchase order to your firm for paving on the above referenced proect The Purchase order was accepted and slued by your firm, thus constituting o contract . Several important aspect:. of that contract are as follows. (1> Authorizing individual for 'Puget was 0 R. Burke (2> Your firm was responsible for final grading of compacted ballast (grade stakes by Puget) . (3) Total price was to be 60.?1/34 fl of oclual pavement installed. fatimated square footage uas 0,705. Consequently, estimated dollar value of contract was $6,111 .70- (1) Installation was to be in accordance will. plan:, and specifications of CHZM Hill - consisting of i ' of 5/8" minus top course and 1" of Claun 0 aspluil t . (5> Payment was to be made within 10 doyn of acceptance by the engineer. Subsequent to the execution of the contract, the following events occurred. (1> Lakeridge Pawing Company (hereinafter referred • to as LPC) mobilized a grader to the site while Puget waa completing the ballast Inatallat.on and compaction. (2) Rfter completing ballast placement. Puget again I • set grade stakes for firial grading by 1PC (J) Prior to grading subgrade, flit aslird equi(mci! operator and surveyor it subgradr. was of gr.tdt- tPC wets told Chit there wrrr umr• htgli .m.l I,- ipul', but ,hot aultur.ide wa-. rlu'.r to f1n.11 suhUrndr level (textinati, to fir prnvidrd iV Rt-rate Jahnaon and Wwi• Wrlrh> (1) 111, did uuf tp adr robot adr lu •p.vlr .1•da .. . per contract reciuireneul M> On Rnuembrr L. 1981. IPf: br9.to dt-liner out and Ulirr.iding (prior 1u !.ubUradr tirodi.tu) lip r.vur sr LPC has subarquently .fated tNA Mvv delivered 317.15 tops on that uate tltu lr drliuering top r-oursr. IPf ..9q......-.ity + rqur.,1 I'd Wvr Urlch to saga d,-liu,•,y ti,>rt . (6> On Mouenber 7. 1981 tPC Prr •ritr,l .i ilu.il.ttti., form to Wvr Uelch (writ.tru to it,,, .Alcnfaon ut Demon> stating that an overrun of lop tour-c was incurred because of `ltwnra" it -olotradr Maur Welch argned an achnnwirdgr•mr,tl of n :.rt p1 of said notification (7> tPC subsequrntly conpIrted lkvinq (e> fifter paving. thr project '�uurr inirudrnt, Marshall uilltams, callyd 11.1. oid rrqur..ti d their form n inspect the pruit-0 ulfh ii,n .o,;l the City inspector (9) I.PC's foreman viewed the work wilt, PUu.•1 .u.d the City's inspector and agrrrd- Mot twvi n., u., only 1" thick in seurrol orr.u. Ifit .of...... to correct all defirirncirs - , 10> LPC sent invoice to Puarl rrtiur Ati•q P•tyntva u� :mount of $11,097 70 Pugt-! 111rd moult... frridlop reanlutlun of cuottiit .. 11, ratty Jatituvy, 19111. IPf Pigrl fur p.,yment (two to tluvr- +..01 , iov, d.1V' I:uukkrrpr+ didn't huuw ,teen.,..... .... 1.0c, . Pogo1 ratptainrd car.am•.l atu.e,. ,nit urcr:. .0y t:: rr-.vlur conflict and to uhi.uu .ippr uv.,blr rnl. tnitir to paynent, at. Prr l+rld .iP+•rnr.A • 1.'> it, aid January, 19D!. Pugh rryur'.}ra , documentation for lPC claim.. II'l, # u.o thI regvestrd tnforrotiou (-emu uiul.,led) doc.mrotaLiou conrli.-Avd ut (.i> i.opy 0 Lakrridgr invoice 88411'. (h> Pullet P fl ,uuf contract 11080'. (e)i cuPv of (after fill- tai.l > acknowledgement of recript of tluatnl two ft an LPC an extra ballast; and (d> weigh 111:1,11:. for materials suppoardly deliurrrd to Pttgrl • [a tr and signed by Maur Urlcf. (13) frm nid January to this date, AT twr, repeatedly harassed Pugri tut µ,ymrot and h.t . _7_ made olmerous srandolua;4 and dclrimenl.il remarks concerning Pugelle integrity and the- integrity of its owner It ban been Puget's intent to resnlor in,- rouflici u: .: lo .l nciriurt by evaluating the testimony of On rnylvv` - alit super 4ntvndrnl on si'r and the supporting dorgnr,•lallou oubmit ted by LAIC Puget's evaluation to as follow:,, (I LAIC is claiming that Puget currently nwe:. IPi' $8,097 20 the contract clearly slaw:. that funds will be due LPC only upon epprovil by 1Lt Engineer Rplr"oval ban nut been obl.itued fn.n the enginer'r In fact, di sa{qn uv.d Iwi• brert .,,btatnrd pending renuwl .end rrpl-Weekrul of ifrficictil HU paurnrnl f:vnsiquentiv, int I-. currently due LPC <') till: agreed to correct oburiup. wain.u:..h:v errors LPC. has not repair rd war km.::..!::;. • , 111, and, tlov.. it. lit vui1a11+11 ul 6.1,1111, ! ....., ronir4ei cumplelluu 'LOV of Nnornhr: i (weather perniltiug) there Iwo. fur:. ., . , : .1+. opportunity to correct the drficiom .. the interim period of time ( 3) IPC has claimed an additional pavmrn! :.. ... amount of $1,196.00 Me banes of :.a14 . .... (D delivery ticket recelpts .upponedlp initialled by equipment operator 0ave U, I. 1. .. _ (2) quotation sheet of 11:7/94 reques13h17 payment for additional lop•cour sc, arkrmwir•I ; by signature of 0avr Ucich - equ11!meul operal . Said claim in denied for for in luvnui era .•.:. .: (a) the contract is quill, clear in Ih.tl pa,.:•,• �.! would be Wade only oil a sgv.n • 1'4,.11 :a payed .lrra basl9 i I,) Me contract is al:.o clear {,. ft.,O 11:- oontract and mode ficatinu• the! I n: :.uuld only be aut hors zed by 0 /1 1141, kr (: > Rv modifiaallun ur nrguliati,at tuuf. pl.,. . cuncernipy suppnsrd eali.i top o.nur,.�• rrduired by project lilt', plw:rd :dippu .rd extra rock un the f,11t ut N..vrnh.t aul outmittrd requer,l fall rats Iwrymrnl 4411 11.• 7th of November (d) It was l.PC'u responDlbillly Io gr•111 • subgradr to stakes r:.lahL�.heil by 1•�uy-1 ..:,.! thu: avoid high and low +Pall•, and a+:1• • opportunity 1'or additional fill: , v:v .: requirenre.ts (e) It is apparent from an -it uri qL tickets that the fulltwutn i'• err rl ul•d:1�'• -3- (a) 0t (rant 30 percen. of the weigh ta+.k+�i recelpts have initials. wrrlch are 91WAvIlaw nut thue.r of Ill., Ur•Ir:h, (ii), Of the It, copies of ticl,rts prvt-,-z0—I, I!! are for 1-1:1' minus rwaterial loot I:- minus was approved, allowed, and u111::+-d an the project. Consequently, 11 caa 114i he concluded that only 30 perr.i•ut lit the stated quantity of nalrriala deliver rd It, the site were deliuerr-d to Ih,r .r 1.•t i , :i > the weigh tickets da not cuuicuu ,u.V description of drlivriy drslto,ati.0 Strange and ancunal Altent sigii.•it ur c-> (Iwltials) abound and mitert.il description, are not a:. per :.prc it, nateoialh delivered (f> The equipment aperalor :.land sung• wesilh irekrls to nrbuwalydge• rr:.ri pf u1 +.lgned LPC'�. ::lain ducort.,ii a:. .o, aeknowledUrnet+t of receipt ,if :.,tmr wd, 0r hid no knotil edgy of I ttr riii oil i t t r. ,.1 • ratcrialy deliurrrd .and, Thus, r.ottlit .—t mlrer to or deny LPC';. e.latn IL, .,A un 111e are of otalilr f.lct Jet r..rul.•d I it,. .l r we luf•.' of,l nl an IS an fat l al,-'• (1 > I.PC a h not entitled to any pavnent .I . pr•r tit,, contract. I.PC. his been and continues to br tb-,eptivr their slain for extra caepew-0 r,.:t Purr( �I 1 1 :eel, triple tlamigrh, as al Irtwt-d hp law, it I Pi. Continues with said deceptiurr•. 1 ur I1wr mor-e, after exper ienc a all the .arrotf.tncv u1 Itit:, Iiugrl Laon.l rt.c t..., dues not wish to do any tuY ilua wurF well: ao:.a<u.0"d In .trey way with IPC. Con.+riurnl IV, 1,;- crttl.•nrnt of n,ild di aputi•, Pullet Cnu:.I l lit ra pt«n:'. the f u l Lwt t nip < I ` IPC Itaa mat ful f IIIrd It:. cont 1.At it,I It}tII i,, aid as thuh not enl.itled tit It.1Vnrnl under tot, t rr m:, of said cant rant. Pu0e1 Ll lit .l r it;,I I t . ackoowl edges that LPC hot. pro lux nlvi cr+ l.0 1, w,a 1. (,although deficient> and 1:: Ihu.. ....l I Ied I,. Certain payment, 1 r Alone work w:. pef forrt+•d and, therefore, zone payment tr. due . (7) LPC his engaged in deception and A out rat t l l,-d to any extra payment . (3), Puget Constructor:, All l l pay, by the l u::r+t r.tos,I. _4.. 1` tS,600 00 as pavnent ,4 full for .,it wins., service,, and materials atnoc1oL•d with the above referenced pro,ferl In rv,I,arov It,, ...u1 Iwvnrnt. [PI; will (a) out par"ours... fit, Iluv claims (b) not enter upon or ro-ar :..iid canstruetion tale; and (c) not do ,any fUr1Lr•,- wurk for or quote Puget ronbtructur:, eau .u,y other project., If the oboue 15 not acceptable, Puget Lanar,p.turr. µr uyu•,rs 'that payment be made based in, in pl.a,'e gwmti tarn afjei .arcrplaner- by the engineer (The rucliva'd ,heck i lu la. returned i This will constitute coring the NC pauement in no leu. it",, 70 locations The care sample, will delineate "! p,mrnrnl thichnrss, top course thiekarss, and n.ater-iol-. of uji trol.tilin 7f it 16 established that the quantitir•. rinlmed bV I1-1 .0 e ,.arrest and all work performed n, .o:: in Ain, i it, t.lirr l IF l ca t i Una, then IPC will lit. jwul tl,: Lnned ,1n.,v:.I however, U) if it ;:, established that UC pavrmrut 1ln ck ur:. . It, inadequate, LPC will remove and repla+ ,- III: pavrn,;#i • required; (7) if it is entatiltshed thnl t., plarr Ini, ra:i, :.r i.. I enb than claimed, LPC will ftay all cost of ,:vi wig .aid rrl+,iir of .-.aid car Ing and Puget will pay enar.t gtwial I I v it Iiq, : vgr,•1. rstahl I-JU-d by car Ino It. uo ca•.t• w111 .wit' i+ ttm+•ul . b,- until .,f ter coring and approval by arrgLa•t•i tit ihr• : omplrted and rlgn,zrt-d pio,lect Ue boor done out best to eualltale Llrl:`., nla,n . al"I uur kn.u, .inp Ue I,Ive made two equitable srttlem'.4.1 1:i q....... .i , ,let iiu.:a l ed LPC must inform Puget within ill d.ry . 11 : ,, :.ip1 It III, . 1,-tlrr of their deeorr•, and,',,, iin ituv ,11.,Gwss and resolue thla .,Rini-, (it H.W. 0 DWkl, P-I • -5- JaPla':T ('0XhTlfV(,'!U!(D PUQrTC116\A 1561� f NQ 6686 1Za'. Y. 71.Itll}c1: •I-p1171 ♦.v[1YY 111.(V1'1}. WMIIIMYTYY gN1Y1 • Iw3�lSl1 / oil 9 � M00006686 : 125000024r 86 or. 0 PUOET CONSTRUCTORS Ol i.. .. ....... .... tw.\\iNtY[Yt ptK111RIpY ao cxaw �♦.w (}YOVYI MOn•(�ip.}ny: Yl(.1YWM /1t VA Wla ii-J 'ze f Flo to •[+�.op Nouwa wnt p+oaa ,.____�______ _ o l p u c n p r a nn-40\wp •14 ".t OY(IITIY[ [YRIOi([ tNil ![I.(IAT(Y(NT p[+OVw[}wNlw4(4Y0 DIOUCiiON4 IOY tN(HRIOO.NpiC1T(p Rl(.'iNN.♦VM i0uw IIMY}Nl4i w[COwp WY( • H \1 TELEPHONE CONVERSATION RECORD ONe ^ 2>�Time t t � © Man No. - 4 I4 Prejeet No. 1 i l 4 6 3.OU VTo LFE f�'iuOt1't$pN — GMU C-,*A L9GTT]R From TO 'lsm �'S ----- > C.LAR tF I�a 7�aNl OF SALLAL l%A-SeWR�A ,Zl OSEQ Z-22-95 IO;joM-A &. b4xxA;iS ✓�'---- - t"�L�At�c_Lo {2' Q•��-�.t�-3Z b.G� BR.�u.�^?IS___ is_ 4"x P" x 12 AtAr- A_A$ �1f+n"ls—_i_tN c Al. A Iy135.tu,� �%• t'�— rT�nr�___'jL J� 5. '„•�Q.T'/1'k� .itiu-'��L._�_. F�a l a _ a O{ii( MEMf'O".R, ANDUMFrom: c O 11 To: — S Dat. :. Z-22_as roh.esi i�T(ai• neloot qe S f 7 I__ 46 q 3 do e c 9t �lA2 ti� IDO7 - -- X NK D.nlj 4t>N� N� ' _ ig IT OiL Seem 2,v7 W. ShhG !Ct' 164 �tR col ue l.ms�./' Ana Y y�Na? /�+�ti*.4aj 'C U 16 �(PE 6F OX-ST)uNs . • ✓. T+I,fjw5 TuaT TYpe S ^4a74+A Mewl. n�srt , (-"V.e f n� �r I : I s?E�C IS AcrUA4TLL ¢aye T-a ■HkL MEMORANDUM QQ From: '.��./_ -_ ]_ To: }z SCf�r lewmn � arrwi <• Date : Re- tAl'� P S. Pro}.off we. 511 4(e .A3 d6 �. l,F� (S Usti -r� Na'T 'j'Y�ue $eT7rsvn aF Je�T � ___Pt)RPoSE 0T- - - ---pep-? ► Akinni g eLCOA - i (S up ( (S -rn (Ip-bjtoc 'clpe-k.jJ': r AOtTCv� ----0t--__u/Av.. A-r v61e; . e ,VT- LocAn+wS . AP J WN gEOB 1�Tt x1�8LE I� +TZ1PvS��?_.?t) UIQU� 7T l FOSS 1` 1� A6M dK4�4 L-t Gop,_? Jdg w 1 T(-1 CAAe-P JL.. PLAc 0 Lanlr _- 1vsPecnor� of- __ Jap-T_ �e�vF .fi'7z -bR( G4- ct�55 UP 4 pT tAAX H r-sn-T) TvlE ivusS �fz . .5&nVn of Y�UR� blo o� (s ue - tiEt-1J C.aQOI-notJ 5 WILk. OICTATG IS iltt� CLASE IJS?L-r-nL)-, tS, �OSS(dL.t? . LVVU� SUBJECT_ #�L'��--.- IYJL! 'R_OATE L_Y Z.'uS • af���� - .- __-n-�---_ ...__ ___-___- SHEET NO- L_ _ •, _. MOJECT NO. n-14G. • Lea AM;10 .S" - "sm aq f.ON11AcTOX 4S7 - 4 A I 8b1!'NtE R�JyP13R'( - BJ��O Wf� �Kl�?P1Q (C�TM iNS��TJ1� I) D,Ztu,, C-Aojj k.Lail oowELS w•%?4< Lc+�4j is=o' 1K_1� 9 — Ciao is �r: 3wo 1uaw 1z� , r 1 1h+-e U(A 04 " . F = R x CTM( t.tsj iSUr: = hzn�• fit= ;o USE 1%4" ¢x 12" hDt-Q wr OS rvu— X 2-C." • Engineers Popnners • Economists Scientists March 1, 1985 S17146.A3 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Glenn H. Hough, P.E. Gentlemen: Subject: Renton, well 9 Pump Station This letter confirms some of our onsite discussions on Feb- ruary 27 and replies to certain of your recent letters. Puget Constructors is referred to below as P.C. P.C. Letter, February 26--Pioneer Sheet Metal This company is hereby approved as a subcontractor for the preformed metal roofing. P.C. Letter, February 26--Lee Anderson Masonry This company is hereby approved as a subcontractor for the block-wall construction. P.C. Letter to Queen City Industries inc. , February 26 The manufacturer's certification of this company's experi- ence and ability to place the flooring material meets the requirements of the specifications and the company is hereby approved as the applicator of the flooring material. • C'•:M ALL.NJC $somBO+Me 1500 +14M♦.g Sf.aw«�.WCMrpIM 2064535000 PO Ow 915X aWbvue WOV-p+ O6000-20W Puget Constructors • Pace 2 March 1 , 1985 517146.A3 P.C. Letter to Spar: inq Equipment Co. , February 25 Certified results of a factory test of the complete meter and tube unit are required (see approved submittal note De- cember 26, 1984) , A construction progress meeting is scheduled at Renton City Hall; 4th Floor, at 2:00 P.M. on Tuesday, March 5. It is desired that you attend. Given your attendance, it is not - that Marshall Williams be present as had previously been required for all such meetings. Subjects for discussion: o Construction schedule--bar chart required to con- form to the first paragraph General Condition 5 of the contract. (It will be determined at the meeting the probable application of the remainder of this General Condition and C.C. 53.) o Arrangements and schedule for connections to ex- istinq potable water and drain systems including hydrostatic pressure tests, assembly of necessary pipe and fittings, sterilization and disposal of water. o Cleanup of disturbed park areas. o Crossing of Metro 42-inch pipeline. o Schedule for receipt of remaininq required sub- mittals, particularly the repeatedly requested roof truss data. o Other matters to be raised by P.C. , the City, or CH2M HILL. Sincerely, Barry Barnes Project Engineer . jcl:se554PSS wormers • Economists Scientists March 22, 1985 S17106.A3 Puget Constructors 1235 East dth Avenue Olympia, Washington 98501 Attention: Glenn Hough, P.C. Gentlemen: Subject: Renton well 9 Pump Station Submittals Because of the delays which are occurring in mail delivery from Olympia to Seattle, and therefore probably in the re- verse direction, this letter hand-carried to the site is intended to give approval of certain items of construction in advance of your receipt of the usual stamped copies that will follow. Certain items may have already been verbally dealt with. Snarling Meter The certified factory test data is approved. The meter may, therefore, be installed at your convenience. Work Schedule (March 2, 1985) As discussed at the meeting on March 6, the new construction schedule indicated that all work would be completed within the contract period and is, therefore satisfactory. How- ever, we urge you to maintain or accelerate that schedule to avoid a time overrun. Lo-k Sets These should be keyed: Best Lock RW3. • CiN2M NNL M 380ma Omcs 150C 11^"st hwM wavwvb 20615350V PO Im 015M 11MM1va*MwVb 003N2050 Puget Constructors • Page 2 March 22, 1995 S17146.A3 Roof Trusse^ The supplementary data recently received from your subcon- tractor ',as enabled us to approve the roof truss submittals. Preformed Metal Roofing The metal roofing sample in approved with the Colonial Red color. The specification G7412, page 2, requires two copies of the manufacturer's printed installation instructions. Please supply for the city inspector's use before installa- tion commences. Attention is drawn to the required 5-year guarantee prior to final acceptance of the roofing. Chlorine Room Fan Your letter of March 6, giving notice of your intention to claim for extra work on this item, has been tabled for fu- ture consideraticn. Your submittal of March 12 has been the subject of conversations between us, and additional data is anticipated. It is believed that the above covers all outstanding submit- tals. If this is incorrect please inform us. The Metro crossing will be the subject of a separate letter. Sincerely, J Barry Barnes Project Engineer les/se55472 cc: Barney Ruppert, City Inspector ;' s ENDING F FIL FILE TITLE V/ erg s��Ozy s, eS C i�Tko- y �specfoR 's (A,e�esfb�o0e,�ce QN�6 vnoS