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Home My WebLink AboutWTR2700718(5) W-718 WELL #9 PUMP HOUSE WTR-9 #6A Construction CorrespojWence BEGINNING OF FILE TITLEFILE OY�Q 71 y S�aCy uk1t�s Me. I (-imp 71af,200 � 6 - A cowir."U61a)o come, �avdanw- e • • w-ra AVOOWN Mey 16, 1984 I Dennis Hei nekin 00 Hill Env. 15 CA Bell lGIB 114th Ave. S.E. Bellevue, Wa. 98004 Dear Mr. Heinekin: Re: Renton Well No. 9 Interstate 405 6 4wy 169 Renton, Wa. Job 6 B-915519 Puget Power will provide a 277/480 volt, three phase service with a padmounted transformer as shown on the attached sketch for a charge of $9600.00, provided we can install our facilities on the site within ninety days of the date of his letter. It will be your responsibility to establish the grade to which we will set our facilities. We will not raise or lower the primary conductor or transformer due to changes in grade, terracing or any other cause without a charge. You will also be responsible for running all service conductors to our padmount transformer. We will make all connections on our equipment. Upon receipt of this letter with your signature which constitutes acceptance of our design and your check in the amount of $9600.00, we will release this job to be scheduled for construction, subject to an easement and a permit. Should you have any further questions regarding this project, please call me in our Renton office at 255-2464, Pxtension 4205. Sincerely. OMCrit Marketing Consultant GM/s — �lbkceptance Date q,ger Sa,+C rb..e a iy,co�o�. aro swm crag WN%V 1O WWs 9m QM carol ssswa. UGET CONSTRUCTORS t235 East 4th Avenue ONMPta Wesmnpjon%50+ Phone 12%)754-W 71 September 5, 1984 Mr. Ronald Olson, Utility Engineer City of Renton, Public Works Dept, Municipal Building 200 Mill Ave. South Renton, WA 98055 Dear Mr. Olson: Enclrsed is the form you requested to be, completed at the preconstruction conference. Also enclosed are the bonds and the revised insurance certificate. Please call and let me know the earliest start date for the project. Hopefully it will be Monday, September 10, 1984. very truly yours, P'.IGET CONSTRUCTORS Dennis A. Burke, P,E. DAB/jma Enclosures ENGINEERING i cONSTRUcrION / MANAGEMENT WATER AND SENOR PROJECTS PRESENTLY UNDER CONSTRUCTION IN THE CITY OF RENTON WATER PROJECT l W-712 SEWER PROJECT I DATE__9/5/84 WATER PROJECT TITLE Well No. 9 Pump ctatinn PROJECT LOCATION CeOar Rlver Park DEVELOPER City of Renton ADDRESS ' Mill Av . S.. RPntre. Wa onnas PHONE Z4-2631 EMERGENCY PHONE Ron Olsen 74S-3379 CONTRACTOR p opt rnnatr rtnr ADDRESS 1235 E. 4th lye.. Olympia. WA 9AS01 PHONE 206-754-9671 EMERGENCY PHONE 754-9669. 754-9670. 754-9672 S A5fi-648fi FOREMAN Marshall Williams PHONE See numbers above EMERGENCY �I PHONE 45ti-8U43 � John McLlroy 4s3-�000 City of Renton Inspector Jim Dinaflelo 453-5000 Other inspector Abdoul Gafour NA'1[Cf-- ---�---"---- �T-------- DATi- - - SHEET -. . PROJECT NO.- _ - fr._ i._�ic.� 1`N _.��7�1r.,ri c-.N r"!L'_E"� rN'r` �77'�H f.✓'In�'i;. .. film 4f3 - ja. + PL'047-r wn-tit 35- gnu OLSO pERrraA J�th�rTJ rAiZ-Also ( (.vvj%wY� 255t- 2-4(,4 , ram` elAt v Syr% 9s' zcg�c rorw s w- -)18 1"EPUGETCONSTRUCTORS asl am 4.1 Ogmpy Wuni�lor gdyp, ,--12W>—W71 September 10, 1984 Mr. Ronald L. Olson Utility Engineer Public Works Dept. City of Renton Municipal Building, 200 Mill Ave. So. Renton, WA 98055 Dear Mr. Olson: R�njQn well no 9 PUMP STATIONS Presently we are In the throws of planning the above referenced project as well as purchasing the required materials. C7nSequently this letter addresses a number Of Issues which we would like to ob- taln approval and/or resolution. Each item is discussed as follows: 1. We have enclosed a preliminary project schedule for your review and approval. Please provide any comments which you deem ap- propriate. Please note that the schedule requires Immediate notice to proceed with the project and rapid approval of sub- mittals. Paving, tree plantingg sod replacenent, etc. must be completed prior to October 1, 1�84 or at the very minimum Oct- ober 15, 1984. 2. Since I was unable to take appropriate notes of the precOnstr- uctlon conference I w0uId appreciate receiving yours, CH2M-HI11'S etc. minutes and the list of attendeses. 3, pAttached to this letter are a number of sketches we have pre- Each ofithersketchesseandraccompanyinngnd the revelationssre fareediscussed as follows: (a) 5k2tch st•.-The first sketch presents a profile of storm ne he line running from the area adjacent t0 the thesnewgroadktoganrexistingC12"nstorm linetdraininggtofthe river. ) The line is approximately 390 feet In length. The plans call for a m n m m slope of 0.005 ft/ft. How- ever as noted the lines es be laid at a greater slope. It should also be noted that a conflict exists between the Proposed 1211 DIW and the storm drain. We are recommending that. the elevation of the new 12" DIW De raised and that the 12" DIW slope ENGINEERING / CONSTRUCTION / MANAGEMENT • -2- • between bends in the line (see subsequent dis- cussion) . Hopefully the existing 24" DIW will be at center line elevation of 37 and will not present a problem. We are requesting immediate approval of the design presented on sketch V. Also note that we have been unable to uncover any Information relative to the structure to be installed at the existing 12" concrete line (plywood Is pre- sently covering the line) . We assume that it Is a standard 48" d a. manhole with a depth of approximately 6'0". The manhole will have an excentrlc cone with a grate type ring and cover. No astroturf is to be placed on the cover. Please confirm. (b) RtIch N --This sketch presents a profile of storm sewer T" line (The line behind the proposed new pump station which drains to the WDOT catch basin) . We are requesting approval of the profile sketch and approval to remove and replace existing catch basins with new catch basins since the existing are old brick CB's which will be difficult If not Impossible to adjust. (c) Sketch N --The third sketch presents a profile of the ine (The Dump discharge or effluent line). Tne plans call for this line to have a center line elevation of 37' . However, there exists a conflict with the proposed new 8" storm line in front of the pump station. We propose to resolve the conflict by rotating the fittings (45" El 8 11 1/4 . 22 1/2) and sloping the pipe as shown. Please review the sketch and provide your approval. Also confirm if you desire concrete to be placed between the new 8" storm and 12" DIW. (d) $k_Qt h�N4--This sketch presents a profile of the new T2" 6J the River. The plans Call for this line to vary in centerline elevation from 39.5 at the building to CI elevation 37' at the connection to the existing tee. Our analysis indicates that if such were the case the new 12" DI would conflict with the existing 24" DIW at the point of crossing. We believe all Indications are that tt has a C'_ elevation of 37' or greater. The only way to avoid the apparent conflict Ss to install two additional 12" NJ x MJ 45" EIS. Keep In mind that the proposed tee (10' from the exis- ting 24" DIW) can not be rotated without causing the future extentlon to be out of alignment. We propose that this change be covered by a Changge order since it will result in a substantial ($1000.00:) additional cost . Please review and approve the installation presented In sketch 04. (e) Sk h M --TnIS sketch presents a profile of the road an a existing ground from information presented on the drawings. The drawings did not Indicate the pre- sence of vertical cure . We believe vertical curves will be necessary. Fur.nermore, the depth of fill is considerably greater than indicated on the access road detail. Side slopes for topsoil at a 5 to 1 slope will Iequlre filling beyond the existing fence. Consequently we are requesting approval to alter the road grade to that shown on the sketch. We will provide all horiz- ontal and vertical curve and toe of slope information prior t0 construction upon receipt of your approval. Please be advised that we are not requesting to reduce the quantity of balast. If necessary we will remove some Sod and topsoil to maintain the 1'0" balast along the roadway. Please review the Sketch and provide your comments. (f) Sketch M --This sketch presents a summary of site Planning-and utility information for the pump station which is presented throughout the drawings. Please review and provide your approval. Also note that the Plans call ,r the chlorine room floor drain to dis- charge to a gra,C) Sump 10 feet in front of the building. This sump is in conflict with the proposed storm drain. Several solutions exist--namely 'a) discharge to a sump in the back of the building--note conflict with transformer pad and storm sewer or (0) discharge to the east of the building under the AC Point. Please confirm where you would like the chlorine room discharge to go. 4. We have not been able to locate the "Fabricated Steel Cate" detail. Should we design this gate or will CH2M-Hill pro- vlde the detail. 5. Does the hydrant which is to be raised have a shut off valve? We could not locate one. What type (make and model W) 15 the hydrant? 6. We have enclosed a sketch of the proposed fence location for Your approval. Please provide your approval. 7. I left the preconstruction conference with the understanding that we could install a portion of storm line "B" outside the temporary fence line. Please confirm. 8. Do you think it advisable to have a by-pass around the flow meter. Please advise. The preceedir.y takes care of our Immediate questions. Please, if at all possible, advise by phone as soon as possible concerning the preceeoing questions. Very truly you 1111W�ZeX14 Dennis A. Burke, P.E. DAB/ima Enclosures cc--James Dingfieltl CH2M-Hill Marshall Williams Renton AR aI o�\LE S�oerx ��NE—� i m � �EY.ST rKI �J C'� f C� 11 � lii .I 2 �aO`,VG m $ Po i EXiSriNl, /Q'sT �' O l�,c/EwCB Iw' / e �eooTaseo tz" QTW, ZQn _ SVU= �0 42 6s asb Nl GOS� i viE L' NEU-� S .vtr+i2'Osw "aw ' p. 6• ST BEr�ye� Sous , . 0 _ Ec 39s'L.37? � 40 � � f1� sgi �t�.,,t•ex oe.,.. 3 -o" fn 38_ a'a L tt/E:u B�L i.VE 5. D.D/ /F1 —rr>xv.w Eo -o�t•.o,.� 1 / EZFr4 OT/OI/OF AAFIei' CT .I ✓?C3 U1 "R5 6ti'"/'ONP40AS /vOTE �O.UFL/ ffff =34 5 f o,o0 4rsc /fnn /f54 2+00 2+so 3too 3+s� 3 AEA • 0 AMERICAN ENGINEERING ASSOCIATES to -01 a- a 8 H I " 'T as O 101 n y 1 •, Z ��_ Eli+� .}' ti I: d r e Q r r/ 7� 1d- V Cr Cn 'YtI.I u lI. \�r1� APIA AMEJNCAN ENGINEERINCRSOCIATES � ' 1 01 lE+l -- z T ' , � II C � I N7J N a W a �d J 00 -- �T AMERICAN ENGINEERING ASSOCIATES IW � I - i J � I �i O 11 p 1f1 � aWGI _ o Wmd o�ikt � 0 r f -WL - - - r'7z.' dz sV9?a7 Or' / \C �rl g , H Ito M d�,72 o ' noil :5 lr iv c i O O v 1�0-\l ',tl� l� ht C313 T � r AP. 0 AMERICAN ENGINEERING ASSOCIATES J J v � f � :M u� f '�—oL�-�1�-IYi�'hNTla717•SDfE`'- - ' �a 7F � I11 J � 1p pp � �} Qo v \Nr (�Q W J �CI d•I VI l� YYE �d It o W o J � \ s,z 9'O�o �� n i,v� r Vi no7 o9rO _ K�71�D�1 W� Oho 1 c ENDx �c cli WWT.r`y cl- i �. / so' Zi � �•71 ii td •Y j e•\�. �j VJ czt Z < ^g;O,4 u J c APIA • 0 AMERICAN ENGINEERING ASSOCIATES � abd�3� a 1/ ��S � • � ��`� ` n 1 11 ?yt •�. 1 11 r' �R I J 1 +1 � f �I y 1 A♦ �g� y ?j�, • ' ae, _t 1 � , /"a in a �o =� n Y F 9 p[ tlk PROJECT DESCF.IPTiON FEf'DFT CITY OF k9NTON-N Nvi m 7� 9l13184, File Mu RENTON.DATA - - barad-V -ULFa014f01.4iN— ~ Description data fields: '----4:aao--ri p_.yas0 - GI-i i' AI' &QW;Q..WQd atin Q Leatlar of project DENNIS EUkIE ' i Time scale - DAYS Stags-tea Direct test units - t Manpower cost units a • F'^•�-cc'i.taCrl {+ath c.-Yai:__. .. _. Skill categories: DEVC&ZVI ION._ •st Cl.:ll category ENG INCER ^6iy 10,0 :'ntl Gkill category SUPER 200 _u.5 EUU:1,12G:.17.. ^PzriA r. 4tn Skill category LABORER 200 .2.5 15th S1.i 11 category CARPENTER 240 8.0 AArl4wny AND TRUCk _i?..v_ 7th CkiII category TRAbCL-�FDCF 280 11.0 8th IBall category M1 C EDUIf•MENT 160 76.5 c✓�r.1Ft-a1.IL-[4LWU cn,:ic _ ^n:. Working days: " lio.3tlays: 11/22/S4 1/ 11*95 11/2�/84 5/27/85 Imo' .ornv.ine r �..._.� �C� `.-S�etaatl.ila 'auamuy: _.___ l.iY.S+%%J�(,�ide� _ Crm etior, tlat� 1 _:L N :r .t.e. cf ]Gts s 71 �s ' Minpower cost {/ ,L"c. Iiiract cost reUt� • JOE DCECRIP7ICN RE•R1 rl CITY OF RENT014-WELL NO.9 Revision 5, 9/11/84, File RENTON.DATA _Ecsparsp.h�. 64 r 81-HOUGH Jcr, e1, SUBMIT DONDC S INSuRANCE rmmM, •-•a• CRITICAL ww04. 'rDuration a 3 DAYS Carliest start a 9.110194 Completed a No Earliest finish a 9133104 .i M •l,ra1 , 'leat ��..♦ O/t _ �iatJi_s,fss__-_ 0181 Slacl time a none Latest finish 9/11/64 Prerwq.ds.tes - r.onrc K_•.ycr,irl.Li11a .r 51..�J_.a.. E'IiCIUL-CL. S1.i11 e.^., SuFER, 0.3 1! 280t per MAN-DAY Stall eC, MIBc Eriu IPMENT, 0.3 9 1606 per MAN-DAY _1ota1-s#4-rf -+s-.?..3...MAN•.➢AYS __.__. _._ _._--.__.__ —__ Manprwar Cott 00 Direct cost a 9450W Job 02, WAIN SIGNED CONTRACT awaww CRITICAL awwwa -_.._____________.___-...-----____ ', n••!atina-a_S�YYS--_____ r.ri.�rt .r..♦ w oitci6a Completed a Nc Earliest finish a 9/:i,/84 Or, critical path a Yes Latest sta-t a 9!1'_,/84 Prerequisites a Job 01. SU8M1T BONDS t INSURANCE FORMS Manpower si:ills a Skill e1, ENGINEER. 0.1 tt v60% per MANDAY ��_ c�'+1J-llii.-11ISL rrY.I nncerT r. t a. tine �•..21G11-SLY - lctal efrp.'t ^ 1.0 MAN-DAYS Marippwcr Cost s:60.0G Job e3, SCHEDULE JOB Laratior. a 3 DAYS Cwr L.%t %tort a 9, 10,04 Completed a Nc Earlirat finish • 9/1.'/04 ..�—lea-traiaLal{+►Lla.s..1.:: _ 311:ibL. ._.-.__._ Slark time a S DAYS Latest finish a 9/20/84 Prerequisites a none 14npa+er-.ai.al3a-a-.51.a l.IJl3 iJJG191EEF.,-S..L_ii-:.r+Ct. per wnr..n:.y_.___�__ SI rI 0E. MISC EOUIPMCNT, 0.2 0 140t per MAN-DAY 'ct:,l effort 7.t MArJ-DAYS D:rect Cost = s0 city or UIC'I%N-WELL NO.9 R•-iw.+wrerr-b,-s'.$-i�.r-F+:•-:.E+i76N.aFl;:�—�.. — 'I ' wee-wa.-�a.•� -0us-x+s�----------- --- -caisssfu.-+.... — . -- - D.v atlpr. = E �r,YS EL, :,Ptt start - S. 2.,!E4 On critical path - Yes Latest start - 9/20M4 Slaci: time = non& Latest finish a 9127/64 9f.;i ;N-Gj4GUSID) O fi11CI ------- Manpo.:er stills = S6ill el, ENGINEER, 0.6 d -606 per MAN-DAY C>1.111 02. SurCk, 0.4 d 20h£ per MAN-DAY —. Ei.iil s5, C.Qir'CNTET,, 0.6 4k 14u4 par-PAU-DAY- _ S..;11 e8, MISC EQUIPMENT. 0.5 d 160f per MAN-DAY Total a4fort 10.5 MAN-DAYS _ _. 44.nfrrer icwt.s.4274.W.LQ _ Dif fct cost = si, -----__.____.________`--________________ Dist.on 5 DAYS Earliest start a 9/10/64 On critics: pair = No :&test start a 9i19:84 S:a:, time 7 DAn Ei Latest finish = 9/:4,i64 Manpower &.ills = Lkiil s:. ENGINEER. 0.1 d 7,606 per MAN-DAY T1,t&l effort = 0._ MAN-DA\'S — Direst cost sP .�.-3Gt.-L.+r-143=3LL--TC+-�'AOLLa:L ---------- Li"'ii`G,'IL -a.•••------------------------- Durati on 1 DAY Earliest start a 9120/04 M4t-4+4"4101.W_-Gj.2' Q4 On critical path = 1'es Latest start = 9i:Vi6i. Gla:i t:r.& _ ❑one La.tp t f:nich 41_1:U4 ,zoo 07, SCHEDULE JOB Manpower skills a SiiII •' , ENGINEER, 4:s.2 d 360f per MAN-DAY -_----iaf +.AN-DAY$ Lc.ft 47- .iK J.riCt cu£t = 10 Job N7. F'HOT1- EXISTING LONDITIONL Eac41a6t starts :.: •r l::te.: = 140 Earl 1i.i z.r. 1....,. .:.: .. _ Gni . . a:,. H: .. Li-. ;F14LUT. J.i F :r•\.- JM. .._.. ✓_ .. T.- fir i.Cr:T C?,- Z,. Dar&,ICn + :; DAYS E:.rlies.t start `e. 2 %34 � bi path - N.. - -- tat .'84 — �� On crattcaa path • No Latent start � IVt 10:84 Slack time - 1S DAYS Latest 41nash = IW 17/64 ---rY�•assahi-deA-31?r-A[+2311t1-fiiC01FD-1.C1KikoCZ----- 7c[ Mc , t:^T ICC TU rt,,)CECD ManDv«c - u.1 is :...1 ;:0o;. 21J.TZA)r Total e•etor't � 1. '. Manpower cost = s::.. . . - �_._--L`lrsaa...craai Jot W,, INZIALL FENCE Duration - I DAY Earliest start • 9:28184 Completed = No Earliest 41nish r 20! itch ._.--0o.frl2.sta1 Slacl time 11 DA), Latest 4!nl%h - 1t;16rC4 rrc"r4uo s.te; _ ?cl NC , i.r D1 F c. DEL :VER F:NCF. _.- _. ___.__-._._-.ir�..L'i... .�iAll. 1aLL. <•..n ar �hr -r .. r _..�_._ Mr•.a:o.,,er cl.alla = Slall s_, SJPEF, 0.t Ik 28irs per MAN-DAY e44ort = 0.t M41N D=.V£ •. • . . .. . ...:i..:LCiI uaYL1t:.TZ_ Dur.,t :cn = 1 DAY C:,r l:ect start - 9l24:94 llfaash-a_._41?.:LDA _ -- i _rl start - . .':14 Si z..l t;me - _ l ;ae [t♦ il -is' _ ,.:'i/C4 Jcb Vt. PREY. WAyL FOf.C- ' CCM- .t, . . . Jot s6, r1pTICL Tlr PRLCEC➢ dot a7. rt,i)TC CO!4b,7lUu:. Sd lli at k;f_ LOL,11 M74' . I.0 1 - - IA CITY OF RENTON WELL NC.9 SWOP1 "+kF-6UiN 1714t ---aaaaa-CR2 ZIGAL--aassa ` Earliest start = 9;Ci?104 � ----L:a'1aMt-�iNii♦.-L3N/.^liJi 1 On critical path • Yes Latest start • 9/27/84 Slack bale • none Latest finish • 10//8/&4 PP F - -iUY-QUZ !0& {a' Job Vt. PREV. WAGE F-ORMS Z. COMh.ON ^:?^ Manpawer stills a Still M: , ENCINCER. 0.2 4 ZLOt per MAN-DAY JIC.--=FF 1:, J..:.-h Qta.�-fcr-t..^.fi SciI1 00, M1SC EQUIPMENT, 0. 1 a 1604 per MAN-DAY Total et(ort • 7.5 MAN-DAYS ' r�•apO.W+'--Glick-.at.1:i6L1.0U--.-- ---._ ____..._.._—.___�.__. Direct cost s0 ------------------------ Duration • 0 PAYS Earliest start • 9/'.%/94 w ---------- On critical path • No Latest start • 30112/94 Siacl. time • IZ DAYS Latest finish + 10/12/84 ��_-----.pg.-w+Wi.4Ltaic s-1cL a.,. JAI; Q L.i, L"Jtz V-'r.D1ZlLIL Job 010, STAKE OUT PROJECT4EXPaMYD1wUTIL Manpo wr Rkills • none '� rotas ♦ca4r• � nonw _—_�.�.-.--_.�_�_ 'n Manpower Cost = 40.00 Direct coct = 90 '{ Job 412, STRIP ALL SOD AND STOCKPILE car tll^S ---I1MI->t 3.DF_s_3�-IIA1L�---_.._........�_ ._.. -Z1Ye1, Ccmplateo • No Earliest iinith • %ria/64 0 critical pith = No Latest %tart • !°tali-laww �- ^^v" -.__._w— Laszt ii^tch ,r,•,��ca. .� Prere, aisi tea = Job 07, PHOTO EXISTING cc, '' IONS Job 410, STAf E OUT PRL'J_CTa.c..PaNYO&UTIL '-^^ Y!3.._.&E WI _SOD-CUTZEF- Marp�oer slillt r S. iil 04, LAGC^-rh. 1.0 s _Grit per MAN-DAY SF:11 RB, M15;: L-X;IPMQ11. r .7 6 1LO4 per MAN PAY ,..__. .. ._ T"Al-sf.:c.cS- iris...r.A: Z:.:S - Msr,power Cost • 9744,00 Direct cost $250 i CITY Or RENTON-WE.6.L ND.9 i •�-.Jcb Y14.-EXCi.b'.-'Q"11nIE:. fLR-l:_LONC.,P7!•E _-_____._. _____ ._..._ ._.__ ._� Duration a 1 DAY Earlisst start = 9/25/e4 On critical path a No Latest Start a 10/22/64 Slac{- time a 19 DAYS Latest finish a 10/23/64 "-�'-^"isli4s�r-.JoCJ1I.—kM07D-6X•ItT3Nfa l➢SSIGMC-- Jeb 010, STAKE OUT PROJECTLEXP*AY➢4UTIL Manpcwer e1.111s a Sl.11l *_, SUPCk. 0.2 6 2C+Gs per MAN-DAY Si:111 5::,..EL:UIPhiCC1T_.L:EhGTGB.--i1.9.-8 ^and.=rI- Sill! *a, AACI,HOE AND TRUCK, 0.4 @ 200* per MAN- , Total effort a 1.0 MAN-DAYS __. __M nQower.laaL=.S232.00._ __---.__.,.. .. ._._ Di rtct cc,st = 20 L..DEi I C[c _�----.-- __-- :I --------------------------- Duration a 1 DAY Earliest start a 9/26/81 ComplateQ a tan _ C..liaaf tini aM a On critical path - fin Latest start ItV2:.'84 Slaci. time = l4 D9YE Latest finish + 20/24/84 j PrG•ti.qu . to:..._a.J]a,:-...XIn rxtAy --ayyLr cnr, t�;LfIN^ P•f ._ _� Manpower skills a 61,ill *2, SUPER, 0.2 9 2800 per MAN-DAY Total effort - 0.= MAN-DAYS j Mnnn.-...._��..ck.._f_e.`�G.1Jt1_. Direct cost •Gb Yla,. Dr'DLr 1`+�_rr [`Unn n'i ---------------------------------- Duration a ` GAYS Earliest start a 10)10/84 r,••^••1et�C�.-NG__.-__._ _r. __..�arlJ.ut t,n..w a�pl^S/ria _ Cl Crl t.L C.-I path Y69 Latest start = 10 lC/04 _lccl. time - rune Latest finish a 10/2E/64' I Job eb, NO110E TO PROCEED Jc0•M';, INCTALL r€NCE AND cnwcyE T141 Manpv,wor si i l l s `-• .ill *::. CUF'CR, 1,+.2 v 28r,s per MAN-DAY Total effort ++ 1.0 MAN DAYS Direct cost w *0500 C:IY Or FiE.^:TON WILL UO.4 iw.is-i:61i3 :.iK:ii+ r ' -.1'.�b�117 --6f11NeR,G-0--AND DF.LJVF.K: .-._. .-_ �.aiaa-FR 12iGLL,�a►aa - _-__ _._______. �urrti an `_ DAPC Cerl.ee-t st:.•i L]%10i64 On critical path a Yea Latest start a 10/16/94 Slack ties • none Latest finish a 10/25/B4 ---��ra�aif�s-+-7M+-MSS-FF6V.--iWRE-FCWN6J.-GDNM.ON_.�.7�---- -- �" Job 06, NOTICE TO PROCEED Job e'�, IN'SIALL FENCE 1rA-s7.-:,-SriIOF= -0r WE--A W Manpower 61.i11s • none Total effort a none :re:t cost • t0'10C _..Sri rrITILAL_AAa . -- -------------------------------- Duraticn a 5 DAYS Earliest start a 10/18/84 ` On criticil path • Yes Latest start • 10/18/134 tlacl: time • none latest finish . 30/:/84 s+-aq.i+-wsr.i-s�1- *f,- W mr__r_OPm._z_r_'A= jJu_- ----- Job e6. NOTICE TO PROCEED Job 04, INSTALL FENCE - �••�.-Ji:3.-SNUB--0kNC-A1JD-SAMF.LL SUBItLIIAL — Manpcwer sl.:iis cjnt Total effort non: Direct cost • s0000 !'i-3aO0!V,-4A=ATf-CPRSlA,6.6R-L-k1EF----.-- Div at:cn t G ,l' Etrl:art stbrt n ^!2!/Ad On critical path • Nc Latest start • 10/24164 S1acL time • 23 DAYS Latest finish a 10/:5/64 Iran.cwer si.rl!s = Siil! a?, rUFCR, UO '-rot per MAN DAY tl 11) a@, Nil.°: fCUif'MC!!1, t-.5 is 16(s per MAN DAY -i.a.. ;*"W 1..:`... Manpower cart • $220.O.) Direct cost si) CITY or RENTON"WC'_L No.^ T•4'a.+..s.u.-+.--"3:3:.�4.-F+Jw+-Cw:l:L0..D^3A----"— -'- "".--- ( 'I1 A._4wT4IA:�WG-POU4 l?-._ ..___. _..i►ua-LR171C/M. .araaa--..._ LAY 4ia ' On critical path a Yes Latest start & 9/21/84 Il� Slack ties : none Latest finish • 9/24/84 -a101iGE-4Q4f4O"1SD-__ Manpower skills • Will e2, SUPER, 0.5 di 28(,s per MAN-DAY Sl.:ll K0, MICC EOUIP•MCNI, C,.:, dl .606 per MAN-DAY t r.•nl n.rZ;_.L«L ML �iiYL Manpower cost t220.0G Direct cost • 0550 Jet. M-I OD?A1N l: r)RANT METER _._________________ ----------- .. n. ..:.,.,....2_S_IAA`L_.._.._._._._.-.__ r.�`E4ts...S:_i_E. 'i completed - No Earliest 4tnlsh - 9/24/84 On critical path n No Latest start n 10/24/E4 s.r•G •;ems ...JppYS.. __. ___-__ . .to + '^•�S4— Prerequisites . Jc7 a�, NOTICE TO PROCEED s►►1 Manpower s1 i11s • 6, 1.1 a:. £UPEF*. 0.. u 28C,t per MAW-DAY Total effort - 1.0 MAN-DAYS ' Manpower cost - s_20.W dot a2:. ADJET E+YDP:•J1S. MH, CE'S ETC Ck ITICAL �ww• DUratior - 3 DAY Zarl;est start - 9/27/E4 Con,pleted a No Earl .est 41m sh s 9/'-0/E4 .. cJ ',m.. - none Latort finish n S/?a/84 Frert qc..s:ta� = Jot a4, 130'. DUT 1OC Jot ao, NOTICE TO PROCEED Job s10, STAVE ouT PRUJECT&EXPdnfYD&UTIL r._ _ _... . .. _ cb 11-1-A' SUI-EL -1-0 a..w^ADl-0ar'.-w+.m,rny — Eiill a'. CCUIPMCNT Gr' RAj Or<. l.il I} 244 per MAN-ll. Po!.. TRUCI I.0 _ s �•:.. . .„ Total effort . '...L MAI<-DAYS Manpower coot - SEl00.UO �31�-KL-.tact.�-J•S M13-_— .__.. _._.____.__..._...._. ._...__ ____.. , •-1,i or REWIU% "ELL N3.5 • Dur.t; -.. . ... - Earliest start • 9/_7/84 --ter."4w On critical path a No Latest start a 10/24/94 Slacl, time a 19 DAYS Latest finish a 10/25/94 —=-'e=-51, is 4+ —3ve-N14. Mavpcwrvr s1311a a Sk:II N2, SUPER, 0.5 6 :6?s per MAN-DAY II *', EOUI PMCNT OPEkA1 OR, 0.5 6 240f per MAN. DAY SI .-Il 06, M1SC EQUIPMENT, 0.5 6 1606 per MAN-DAY Total *:fort a 2.0 MAN-DAYS --_Aa- *O *r- Cost..s.GA40.D0.._._... Direct cost s t0 .-r7tL.J1^fL -IWS.IA4L-•:A':-1SliE-_.-_._ .___..____-_---- saata __--.--------------V___ Durso on a 1 DAY Earliest start a 10/25/64 r•v_.�w�.. a W .�____.- r�.f.a�w _tixiisR. � �niouai On critical Cato a yes Latest etart a 10/25i84 n slack time a non* Latest finish a 10/?,6/84 x r _ Laia.i 'LL..J".w 1.l"I S,..LW-EY.f'S!'.C.Si'il. ._-----'--____� Job 017, ORDER C B AND DE_IVER Jot N12, STRIP ALL SOD AND STDCKPILE 1�1.X•9, I nreyr Jot N25. URLE G ❑LLI',,Ek F;FE LLLDI NQ J c.! N:._. RCDuCCT U'.ILITY LOCATC Si,431 e77, EQUIPMENT OPERATOR, 1.0 6 .140N per MAN-DAY Stall 114, LABURER, 1.0 6 2006 per MAN-DAY HACIJIDC-nrm Tr,,.r. _LD-a-20"-par- "-..LAY. TF.wG LG.,SCF„ v.5 N 2804 ps, MAN-D�iY bt :•1 e:}, M I V E l.'111F'M['r1T. 1.t 0 16'.,l par MrrN--DAY Manpower rust a s116<,.OG Direct cost + NO Jot b2`.:, ORD0, L OCLI:Cf, F IFL ULGI'11+: Completed a Nc Earlls tt i:r.i st a 1Jl19,"i Cn C. :t.Cal i.ath a Na Latest sta'-t a 1G/24 -_:.Lad:_14" ... a LAYi. . -... _ -.....L-teL't fir..rh s. CITY Of RCN?ON-WELL v0.r' f U,tration R 1 D:,Y - -`-lY:.____.__._.___ ___.—L..r_i.ys:.i_ssh_L.1U1._• '.e _ On critical path • No Latest start = 101-xVD4 1 SlacL tims 19 DAYS Latest finish r 10126/b4 •L ---aq..+u.Yra.s-JoG-J1C3. nW- rf`r,"J lR c Marpower stills = Clill e_. EC'UIFMENT OFCRATOR. 8 2404 per MAN-DAY SI 1 ! 1 04. LAVORER. I.,, @ -Oht per Mar:-DAS PULI-HU. KIZ lf."l.a. E. +11 *S. AIR ANL POWER Mir, 1.0 8 200a per MAN-DA Total effort --.4 MAN DAYS. 1.1an:oWcc...cnsY_m SZ44-OD __.._-----_-------_ - Uirect cost = tP^ ia.-Ili:l.[ILI._ '1S:J cr MD ...ta Cr17ICAL •..aa _ ---------------------------------- Duration - 1 DAY Earliest start r 10/26/04 c^=rl&tnd 1•-l0__--___.____....—Frr4m t_14ni-ft m10122/144 " On critical path = Yes Latest start = 10;26/E4 Slack ttma ncr,4 Latest finish z 10/29164 " Grxt14-1t:tsi._t_.IGi..9- r 4.__3I3..711LL.-1F.'L1L,IL °i Job e26. ORf. THAU CONCR. WALL L PATCH Manpower skills 61ai1 •:, LOUIPMLNI OPLAATOrI, 0.$ d 24t4 per MAN-DAY e:L, li rA.-LAkU 4.,A-L a,2il:li..-Fen.-21Fat1-DAY --- " -Stall e,;, NISC C^U:r'mC1oT, 1.0 4 1u04 par Md.N-DA1' Totel effc-t = - _ MON DPYEDirect cost a $0 "Alt. "13 arn:lrr•.Z_.LIULIS:Ll.00FLTE- .. ________________V.. D,i• t.tt _ D:.Y1; L:..rl.a,t start = 9.25/64 On critic«l path = No Latest start r 10/27,/84 Slack time = 20 DAYS Latest finish = I0/214104 P�aireowuLes.a_.Job..ilLr SIA1.C _OUT F3iWLL1Z.EAPQAI'DL11T,:1- -_- __ . ._ _ M1ar.pc weer sl,i 11 a = SI 11 l (*I. L+.+ i .i i.F, O, L 7;�4 pair MAN•DAY ` Tcti., eflort Direct cost = t • Job-J1:9---REMOVE. tnwr l.L w1.L _ . .Lit _rt - -. . Lk -atett f:nixn i:. `at.pp.W� alliia - �..• . •i+. _n. t UF, MaI,— Manpo,m ITN Or AEN'ON'WCLL Nu.4 bw-G•---Coo it•rwl,'-i"•it-eiai+iaN LAiii-•---- .-i i:x +_ .'. rUWCR LINE INSTL EY FYIGET F'Wii •••u Ch1T1CAL ••+••--------------------- ComF4eted - No Earliest finish - 10/7U/84 On critical path a You Latest start - 10/26/84 FYereQ.ilsltR% a Job e10, STA, E OUT PROJCCTRE%P@HYDI.UTIL Jc.t • INSTA-L " L:NC t.. bACI TILL 4. 1 11- '.Ji-P++'..-9".rw.Y-__. _-__-_. _.- Total effort 0.2 MAN-DAPS Manpower cost • $56.00 at. 4&:1, ENCASE POWER LINEir CROSSINE •+,•• CF.IT IC.,L ••••• Duration e I DAY Earliest start w 10/30/94 Completed - No Earliest finish . 10/31 M •tiT-wi--oAt� -Wes '----.---....._.-Latoct a4 Siaa. ti, e = none Latest tints& a 10/7,1/84 PrPronuisites r Job s'_.i,. POWER LINO IIiSTL EY PUGET PWR -i1a1.1.w... -v,L.�1�:�-Li.+i1 J,�r--iiX�U., u.: �:�.fMJt ia,-..'!7(:t•'Li.Y .._-.---------. ...-___-._ To'c1 effort - p.5 MAN-DAYS Manpower cost - $140.00 4.00 Jot e_C, INSTALL "C" LINE t EACVF'ILL +•►•♦ CRITICAL •+•a• Duration - I DAY Earliest start - 10126/84 Completed . No Earliest finish t 10/26/94 +44 ias•alfat.l -Vea _.-.-.�.,._.`__..____. _ _..Latest starts-304254AA- --------_-- Elact time - rent Latest finish - 10/26/04 Pr er eqw sites - Jet e6. NOTICE TO FRU'CCCL Job 028. REQUEST UTILITY LOCATE Job 017, ORDER C E AND DELIVER I11:WG-4ND LAMFLE VIUwau7aL -----...-- ------ '---0-7, OLTAIN LDOT CASLMCNT a _ :l l a:. EA11 V'. '..I� w )s Far Pl.'4' DAY , 4.. 1LUU:f1,4.NT 01'4:R:.,,Jr. 1.4i 4 Z4.:4 par-tfi.!4'r� - — .:11 e4. LAI-ORCR. 1.0 it 200t per N;iW DAY E1ill sr, BAG HOE AND TRUC1 1.0 it 2Ubs per MAN-DAY _.. .�._.- _ Si 111 ♦7.-7FACsLOADEA. 1.,0 @ TW4 Per LOAN-DAY._. SI : 1I 414. -!1 ., .. F'(rW:r, CULlr . ?.^ d c?A per MAN-DAB' - X.•..•p.iw�• .wet. .-....ii«+,•..n.. _ .. __.._._ _�.._... ._......_ __..�_..__._. - U1r••ri �-.t • i' CITY Or RCWTO1.-WZ"- NO.9 -;+i tG'r-v`rr-- '•ii.LGr-f'yi�-Rr!TQW -0A1,A--- L-.IaF-JIS�.--BPTAiAt-WOOT-4ASEMENT, ------------------------------ Duration (I1)"S Earlisf:f start a 9,_t/04 On critical path No Latest start 10/25/84 Slack time 24 DAYS Latest finish a 10/25/84 e_�__...a a+es+amb-w6r-1.N'1i3CE-ID-j'I:OCf.GD .` Manpower skills • none Total effort • none Direct cost s0 -3w>-034. -i-L6L3YEN------- -- ---- Dvr-tion 1 DAY Earliest start 9/21/64 On critical path No Latest start a It/ 5/84 Slack time 31 DAYS p Latest finish a It.' 6184 ..FORMS-A.-CONtL"'I"I, dub 16, NOTICE TO F'POCEED Manpower stalls :kill 01, ENGINEER, 0.2 @ 76Js per MAN-DAY __ ----..`.Lill 42,_QX-; Total effort 0.3 MAN-DAYS Manpower cost $100.00 Jot, s'.5. INSTALL GATE ■#4•v CRITICAL sasr Durat;on e 1 DAY i4Earliest start a It/ 6/64 Complatsd - No Earliest finish a It/ 7/84 Latest-44. •� Cl a.Cl: tams - none Latest finish . it/ 7/64 es ,, drab 11_4. OLDER A14a FAL+ GATE I. DELIVER L'i -IC. -&-t2.1.DC , I Manpower stills Skil , a_, SUPCR, C..5 6 200L per MAN-DAY 51ill s3, EOUIPMENT OPERATOR, 0.5 a 240s per MAN-DAY .-._._-"A 41.44, -LAF411f.'Lf:,-u.3.li.:uu<Pac-1fAN=DAY_— C1111 #6, EEACs HDI; kNC TF'UC! 2.5 @ 20,11 per MAN-GA1' c f,or: -+ mt.N- DNYS D:rcct cost L15C� tavn--9s--r+�i-t#,-f-see-ix CIO;tihl+ti, iA-• , Carl+sst start a 1`. .'_t!04 ta. On critical path - YOU Latest start = 10/25i84 ' � Slack time • none Latest finish 10:26/b4 #eregn4ekl`lt-+- 10b-MS, PRE' MARE FOPM6 -G6MM.6N.�-?�.. x Job 010, STAKE OUl PROJECT8.FXPGHYD3.UT1L Job e11, SHOT DI,:WG AND .r.AMPLE SUUMITTA_ £T611'' ALL c OO "4D STOGd7LE Jot: e17, ORDCR C B AND DELIVER Manpower skills Eki11 07, SJF`Efl, 1.0 fi 280% per MAN-DAY ..._—.___.__..:. - . . . .._.. ..51:i 11-J1'. -EQUIPMENT,D6'ERATDR.,-_3...L,-3-24II6_T.-. 4A ,. S11 : 1 sS, LAROf'Er:, 1.0 6 21:,"1 per MAN-DAY G+.i11 s6, BACt:HOE AND TRUCK. 1.0 (1 200S pet MAN-DAY __Zi.4_4-Y:_ 3F:.Cis:.OADCF^..--1..u...y,:e 11 p-, .Maki rA..-- i Still 09, AIR AND POWER EQUIP, 0.5 0 2806 per MAN-D Total faiort 5.5 MAN-DAYS Mappm Direct cost f1':0 ., _-. 6 = .. --- "� Duration DAYS Earliest start 10/26/84 'n r••�•.+��••.-a-1J0-.._._ _. c•�f •iit-lAiatih � .lfL i4[AI ^ Or. critic., pe.th Yta Latest start a 10:2t/84 i: z"A- uma = nova Le to xt finish 1 cr- Gq..>ca tia-+s.4"-XS.-CPC" aai:CL 7-Uf i:-. +.•w,^ Q14 " Job 616, STALE oul PROJECTb.EXPeHYD&UTIL Job •,6, INSTALL "D" LINE L-�aef+e.+sr--ski-I lii&.1.1a;-�?-d'UF'6,R.--1.�P�if18Ot-pet-JAANaiIAY. Ci :11 R". LCJ:fT'.ENI OPCRP.TOf:. 1.0 4 24r4 pti MAN-DF ".Ii11 04. LAi.''n!eER, I,ii ¢ -inn! per MAN-DAY �r --�::.i13 -a.:,.-LW:IJdGE -i.::L" Ii:UGI..--l�iJ.-Jit_-:ail--ps+ n�.ni.nn♦ -- II Skill 07, TRAC'r.I OADER, 1.0 8 200b per MAN DAY S6211 69, AIR AND POWER EQUIP, 1.0 0 2804 per M4N-I _^L--•-----ZOtal-a�#a't-+-1�.-4 JlAN-..LAY£ _.. _- -. . ____. Manpo+.sr cost = t2`,b`7.00 Direct rut � VI`(+ CITI Or RENTDN-WCLL NO.4 JoC-am.-.J NSTALL -41 WL-.- __ _.rrr lrr-LR:1ICiL-rrar♦ _ Durattcn DAYS Ear hest sta-t 1 'I::e.'f �pmplaladstJu Lr146K On critical path • Yes Latest start 10/�6/G4 •� $lack time - none Latest finish 10/SO/B4 . 1Ak� _rs Jot e10, STAVE OUT PROJECThE1F6HYDLUTIL Jot P-6, 1NLIALL "8" LlItL _.-17tbpawer si:1112 11:. `UPLR'. 1,U it ::5'>L .ps.- -MAN-DAY —__------ Sl111 01, EQUIPMENT OPEPATOR, 1.0 6 2404 per MAN-DAY S'. ill r4, LADORER, I.0 6 2001. per MAN-DAY __--.Sk111 .e6�lriCl ti0E 1i1'rD L'4jtl.._1_D..Ft .ZOOS _a&r_mM—_DAX- 5+ . :1 07. TkkCl'.LOAG.R. I.,, C- :7tv)s per MAN--DAY S1211 r',, AR AND POWER EJUIP, 1.0 6 22vs per MAN-LAY Manpower cost s s-2960.00 Direct cost a $150 JrL 6-9. PRESSURE TEST 12"DI LD.:I LINL`: a•+*• CRITICAL 60004 Completed . No -rliest finish ,• 11/ 1194 On critical path - Yes Latest start - 10/30/94 Slac1 j,� • moo& . . - _Latest. ,+....r c F'rrregw trtea • Jct r21 . Ol Ti.iN WVkANI METER Job 077. lf."_ ALL 1Z ' DI LINE -41:"_I)1rt.13tL_.____.__.-._.___._____. _ Manpower Skills St.III a_, SUF'EFi. 0,4 6 200t par MAN-DAY Si.t31 Po. MISC EQUIPMENT, 0.4 6 164jt per MAN-DAY ' ,.npo«er l'r.6t • 178:.i�i M Cirsct cost • tip Job 040, BI:FL 12" D1L.DWl LINC,REPL SOD ••e•♦ CkIT. ICAL ----------------------- -------------- IIAV ''c nF:at ed • N.� Ca^lte>t f:n,et :. II/ -'b4 O. a-:t c. . .t1. - Teti L,te'A ttirt 11.1 :Lz F'r er ey.�t "tlrvw JrC e'.•9. PkESSUF,'C TE£T ."'CI &DWI L1NCL Manpower st :Ils . . . :I B.X, COUI^MENT D^Ct ATDI . i,.S a "opt par MAN-PAY -Far_ Cdi11-' Y S :C..I pe, c r.ct Direct cast JCF lEbER1F710N REPORT CITY OF RENTON-WELL NO.9 Revision 7, 9/11/04. rile RCNTON.DATA _ R"4tpar44 4LENN.jeOUGN�— _ Job 441, F. •'.LC ROAD E-.Sl L PC ROCI •••.. CRITICAL *set. Duration : DAYS Earliest start 4. it/ 2/84 �' -__---- I Comaleteo No Earliest fvni sh - 11/ 6/64 'L�o--ctiS.aca1-0atG-i-Yes_ -latent start AL-",(Slac '•n� requi. ites - none Latest finish 111 6/8� ' Prerequisites � Jon 46, F•RE'J. WAGE fUI715 t COMM.ON ?^^ _._. . JOL a7, P§Q-- .E1ILTI!AL_LGL'T'rjin'+K' Job 410, STAIX OUT PROJECTSCxPpNYD&UTIL ; Job 011. SIIOr DRWG AND SAMPLE SUBMITTAL SOD A14. Jot 4 - . , rOWFr LINE INCTL 111 PUGET PWI Jot M.6, U11L 1:" UILOwl L1NL,REPL SOD .s.4<, =r._f.-jnF .rlyl_.S.ytnr, rf; c Manpower skills Skill s2, SUPER, 1.0 Q 280S per MAN-DAY Skill e_, EOUIPMENT OPERATOR, I.0 3 240% per MAN-De ..- .. ---- -644a44-47..-,TPAC.91.0ADCA,--i.0--*:i0a---pe 44AW-DAV— Total effort e.,p MAN-DAYS Manpower colt • s1606.00 Job 442, STRIP TOP SOIL L SILCNPILE Duration - 1 DA,, Earliest start m 9,'25184 Ccmp:eteo . No Earliest finish a 9/26/e4 si.ea . Ls.-_. .. _.__.___._---- i t emir• - ••" • :nn Elect. time • 27 DAYS Latest finish m 11/ 2/64 Prerequisites a Job 05, PREY. WAGE FORMS F. COMM.ON ??? ..Jab-i71i. 6t44;f OUI MenCLwer at.ills a a i l l e, , EP1/1FMLNI 01Vf ATC1R, 1.0 4 24011 per MAN-Do .",.ill e7, TV40 L.OA2CR, 1.o 00 ='601 per MAN-DAY ,.. - __._ _]pial-i�(4ri = �.J-J•«aJ-yAYG..____._.___. ____.____ _... —_.._. Manpower Cost • s520.00 Direct Cost '< $0 Jo; F47, DELII'C :a OF 'iC IN CICCi L FOc'M- 'yur.t.oc _. C.aY lSiliL Sya,P.t s..}jy:�.y:.U4 CcMmIietca rlcu�1 Earliest finish - 10/19184 - �_ Un Crlt IZa! path ND Latest start - Ile 6/84 time FY er aqw Elite. - . ::t: 04, bol JU' J!lt F^ L . . W- CL r., -..rr s� .. . _. , -1 s, l•.. ...: �t,. ... _ _o:t p: n,it. U... Ibtel a•.cirC FPpM ?C[' 41 TO JOF 4- �f L.L NC•." I ------ .— ._ . . ..._ _..- L,"3.:L G ----+..'ai--iwL�a-•�-i... 4 aa.l+,i.-z-13+-L.=i4 On critical path • YEc Latest start - 111 7/134 Slack. time • none Latest finish • 11/ E/84 a.:rsty=u.-F�OW6A•�,:ylE-ia1G3i.-ilY--PUG= F.A.4 J::,t ems_, ltNff TA_L 'C' L'.M_ t FACLFILL + . LI1.Lwl LINE.PEF'L SOD ---_._._ __ ....• ... . , . .- i /.r.D LA1 �:::-i Fps:.R.r.M-----'----- --.J.ay,4rr.---wl..+-.. s �. ..-+�.,�... �.-. .. :. �.._. Fes. t..«. :.:.. .._'_•____. __.-_ -._ Ef. iIFMLWT~OF'CF.ATOR, 1.0 e _40t per MAN DAY Sl.,II 04, LAEOREF, 1.0 8 ?006 per MAN-DAY 7l Sr "J 3 F''4"T.-1.ai-$..iwC4--0er-JIAN:DAY- .. Wwhppwer tL s.. Jab 045, FOUR PUMP F WHLi. FOOTING. •++++ CRITICAL ++e++ CA C.r` .EYt start • 1:/ 8,04 Cor'cleteC > N. Ca, : 1r?t flhlt`• 111 9/84 •�--Ur..-uaalt«-t..::A � L+r:... ..__ _.._.... ......... .._- 1...Lc...L-a,�c-1-:...13:-.9+:fi4 -.-. SIaCr time • nc.ne Latest 11msr, • it/ 9/04 Pre, eGuisltEs r Jot #44. rOkM UUM^ t WALL FOOTINGS S1411 e:. g014.r'. 1-0-+ir :N..s 4wr. MAW+DAY . . . b%, 1,-11'Dill . 1 .0 !' JVt pc:• Mall-UA, Fr-'^ rd;l. Manp L,bw- cc-! = e1,40.00 DirYrt w,.t s t-0Oi IVILh C^ ;rlt"a1 1.e ...t.-et [tart • 111 9/D+ __--....__-_ -Li.c l a ,-•e = npr.Y - -..-Lilt 11ry aL-s-14 L.1:/W .._._—..- it I. L;'•.•:I'rt':1 . IN lays pee !wN-DA` • C11Y Or FE'ai U;+-k• NC-.T • -�1th ��, {ratiF ap,c-u9.0 STl ;fu s.+,agc 2.. _ ... .....•_iki,'FiC#-yNa. It /lC '04 1r'----inwFt.itii+rJr•-l.iy'—.-- ___—ti.�r l- 4 A 1...' —.- ! On trittCal path • Yea Latest start . IIiI2/f14 S,&0 time • none Latest finish . ll/IS/134 6uuL FNUT ia18S i.-4110UP--64"i1LS._ Manpowar si.l 115 • Si 1 p2. SUPLF: I.2 u 2304 per PAN-DAY £t.i11 0-1. E001rMENT orEkA-OF., 1.2 it :"Cl per MAN-DaY -- Si,2 3 -s„-:Ai.L::CL, . t-u :uui px MAU .i ill OC, MISC EOU1PMtNt, 1.2 2 1601 per MAN-DAY tctal effort • 4,u MAN-DAYS -. Namporer_cost_w. sJiiv6_z0 ... . _.-__ . _._- .__ -_... _- U.rcct ccut = S. -.--dG4-M4F.,-RYINf2._2. J'UUCF.l .� ALA _ _. --- -__-l�tiJ-Cf t]3I.:d. A:+.. ---------------------------- Durotion . S DAYS Earliest start • it/I2/84 -Co.oi4pta0. No_--.--.--. - r_•1+aeL-l-a+»ah - IIL$Of9i Un critical pain . Yem Latc St start • 11/1:104 Sl:..l tine v none Latest finish • I1/20/04 Job s4S, PLACC ELEC,DF:AINIPIPE SVCtCL2 JnL p`.0, PLACL ALL UNDER1,;LAL- P%PrLCUt*U ..___.-.Maiwawac-a•2+J�a•s-Sa a13--4t2t-SUFGk.--�?-la..`DPt $L:I1 0- EOUS, "EN1 iArF1,.T0 Q.. rr 24tit ppr IA14. }•prat!.. J.: 6 '-..A par h,'.!J-DA. lotal effort . 4.o MAN-CAYu M4np4Ntr host • s@80.00 -0aeaa4-coat- - 550-_.._ r'LA;E £. CCe UI ri+I N3-f`IFG C:'JC!;.L2 •..., c,F'I l IE..1 ++•+ ,tl Duration v I DAY Earliest start • It/ 6/64 Completed • No Earliest finish a It/ 7/84 Latest start-+d-ll4-,*.'Di !3A'.3 _1 4" - - lr%C4' Qr CRN1O 1.0 [i _4i4 per MAN-DAY 1.1 0 :C,',I oar MAN-DAY «Ni,-TRih',1, -J•.A-JiF --.JLis-.•{:.' m::1+-13F.1. .. 1601 Gsr Cl.t:-:,.r 1' CITY Or REN1Q%-WCLL NC-.S t 11.ACE-ALL JJfIDCfdiL" F'J PC CONDO Uirstion • 1 DAY Earliest start It, 7/C4 On critical path • No Latest start 11/12/64 Slack time : DAYS Latest finish . 11/13/84 'I �rar�qui.utas. .mob-1494 rlAre El Er nRAINLFIPE ,LULiCL2 Manpower skills Skill 01. ENCINEER, 1.0 a 2•u0s per MAN-DAY Eki:i M_. LUFCF . 1.0 @ 2SO4 per MAN-DA\ j::. E_7uirMEI:T _^FERAIOR. -L.0.*L _4L$ Far 216N-Z Skill 04, LADDRER, 1.0 0 200s per MAN-DAY Still e6, MISC EOUIFMENT, 2.0 ® 160f per MAN-DAY ____Iotal .aiftirt n.6..0 t1AN.A YS Manrowt•r test Direct cost • t2000 JOG 051, PLACE CRUSHED L AC PVMT s•sss CRITICAL saMs -------------------------------- n• r.Liar.._a.S._LAIlu-._--.__._.__.__Earla.aat st••r • „/x,iaa -' Completed a No Earliest finith a 11 '27/5I On critical path • \rs L.2est start a 11/20/84 ,> r1Act.21.LG 1.n=8 ._._ .._ .____..La LaLL_ilim ih - Prereq,itsites a Job 04-, STR1F- TOP SOIL 6 STOCKPILE Job 046, POUk S rINISH SLABS 711F, Ma'Ir GWWY Ll.:lls a rL'f Total effort • none Direct cost a $7500 -.loll -052•r Duration 1^DAY Earliest #tart • 11/ 6:84 rya,plated_.r..-Gs. u"G + 4,r. Gi.121._7i , -- Dr. critical path • No Latest start a 11/19/84 ` Slacl time a 9 DAYS Latest finish a W20/134 --Pracaquiaaky►.s_.loG_yA1_ PLAM_POAD_BALAS7..L PS_hOCL Jet M•??, E.TI'I( TCF t°=1L L CTOCI ('ILE tt . ...,.. . •_i i : l•. C' . :] 11 F CM1 1 F?1rh:' _ Cd.r T'::' k ..ri,t p; r hh!.-D _v_l pr:. -eaj �fa1 . ._. Cl.il1 07, 1R:.CLLOF�DLR, 1.0 R _3Ut per MAr .-Ay Total sfica-t '.i.� MAN-Di.YE Dirt^t '_Q;- = t :`_•')i: C 11Y OF RENT C114-WELL Ni,.S I415?~_--iai47 AL4-_q?Nr-CkeRE-. —._____ .__. -".►-{aii2;GAL- as r i _cal path -Syr Latest tart - 111/2 On critical path • You Latest start � 11/27/04 Slack time a none Latest finish a 11/27/e4 �---�'aaF+quifit-a a-+-aa+h-N^9 r-RFt7[7VS-(',ESNCAEst•SAWF------. Job 11151, PLAICE CRUC14CD b AC PVMT Jtb 052, PLACE T01' SOIL .. _14ar.p4wer-s:,�1. =.r..ine - Total 04urt a nons Manpower cost a $0.00 . .._.Direct coct :.s40u tot: o54, F:LLi ,,LE TUP SDii . IH:;1 Al,_ TRC:_. +za++ CRITICAL •+�+• Duration a 1 DAY Earliest start a 11/27/84 Completed a No Earliest finish - 11/26:84 Baal.-P-j i, JIK.— —.__ r =s...g♦ �r� .. ie-r ion S:acl tir...• none Latest finish f 11/28/84 Pr'araquiwites a Job M`.;2, F-LACE TOP SOIL -- Manpower skills s Skill eS, EOUIPMENT OPERATE, 1.0 0 2400 per MAN-! Skill 04, LAEORCR, 1.0 0 200s per MAN-DAY I+ACi-110.'. AND...TWir" 2006-.WSK-JIiW.pi Total e!fcrt n _.0 MAF. LIA�L Manpe.ar• coat "i Job e55, DRESL OF SITE. INSTALL SOD L 6 +t++a CRITICAL ++a+a D_rr.Aiv, 1 DAY Larliast start a :1:2Ti Ok Completed - NO rarliaiit finish . 11 ' E/D4 -- .___.---L L."-��. .�inn Slack time - none Latest finish a I1/20164 Prerequisites a Job e52, PLACE TDF' SOIL M_,npc.vr sl i I;s s El i I: 07. EOUI F'MENT 0PERATOR. 1.0 6 240s per MAN-3 O1 I : 44. L F,(-'J-:F.r . 1 .6 rt :,i%m per, MAN-DAY _ .... _. _._._ ._. .-ri...: A.::. .:.:: Ll::.. '1':.LJ.T. 4--1:.LLII..-pc+'-�.d1=.L.a._. Tcirl *Mort . ?.(I MRWPAVE: M..npo.Ier Cost • lit Qu.Ov I . C I T i C+ FFN!•-WELL N4.5 • u-:.,--4i-ii�e4)-�.i:� S.i;.+yiLW.L«In-- _ `I 4E14AAER-110OR6,UAF+E6{q.0Gh' J)i:NF7._....-_.__ D.u'at)oc = 3 DAi' Earliest start li ,'18:U4 On critical path = No Latest start = 11/19/84 ! Slack time = 22 DAYS Latest 41nish - 13/20/84 equiii'tM-+-�1®4-M4,..-BUY 4)W1. in; Jot All, SHOP DRUG AND SAMPLE ,SUBMITTAL Manpower V I I 11. = SI': II e_, SUPEN. 0.5 @ 2001 per MAN-DAV j. _ri:,^,C. E:+:121^.N£tAx_il.3-ic-is.:lt..par_ r4t,_ ! Total a+tort = 3,0 MHj1-DAYS Manpower cost . 122U.00 _-- .Z13rzct tact s_.t"UG_—_ Job Ot7, CONOIRUCT DLOCr. I,UIIPING .wefts CRITICAL a..r• Duration = 5 DAYS ---Earliest start - 11/20/04 '! Completea = No Earliest finish . ll/,9/84 £lack time = none Latest hntsr, 11/24/;i4 F'rerequt sites = Job 648, PDUR FINZSw SLAM£ Manpower skills =-_nonnp � %tal effort = nona Direct costCr IT Ir 680Pt - r ------------------------------- Duration . i DAY wi Earliest start = 11/3U/84 Oa cl atical prth = Ysb Latest start SITn ms ncns Lataat t)n)sh = 7/t.4 'I"i--.._.. a4y,a►.ia�c...r-:GG �I.::� -LDt.S'IF.+lil-3:LLiCL-S.USL.Gl11fi____�.�__ Job e61, INCTALL PUMPS Manpower "Ills = S1,111 s:, SUPER, l.v B 206f per MAN-DAV .por_nAl Sl.:li MG, Y.;SC LC'j!F! E'JT. 1.0 0 160t rer 10t01 s+IarL MA;i.DIaY£ „ Diroct colt • s15o + c1 , or PE:'1T0N-WCLL '40.^ t--kq- SC STl- -.►+•« rA444CAL-•r+sa— ti or, I Di i Cari:ast ..rt l_/ '..Je4 "i Or, critical path • Yes Latest start m 12/ 3/84 Slacl time • none Latest llrish a 121 4A4 �1H.-CMOP--DR-6-44hir. FAMt'1C-SL4&K14ZAL-__-- Job Ott. POOP. CONCRETE h.E(.DERE Manpower s, III% • C,.111 e�, SUPEF., 0.5 2 ?60t pe- MAT'-DAY _._..__.._.__._. . ._..__._ya.:l� -a�•-»l�l..L.11:l!'t1C117. O.P. li 16J3 /.rr.tAil A:Y _ .. Total eiiort l.V MAN-DAYS Manpower cost 0.00 Jot a:0, CON.r,TAUCT RODE ♦•oo, Gv1TICAL •e•c• Duration • 5 DAYS Earliest start a 12/ 4/94 Completed • No Earliest finish • 12/11/04 "L--On...esit4ul�atb i�4s..-__..._-_._ __ _.._._._._-_ • •e••e_al.art - •ni uoa..._ £laCk t)mc m nonc Latest linisr. • 12/11/94 A-ereq.+lsite,.s • Job *Se. POUR LOuCRETC HCADCRS 'r____—._._....._._ _..-�:.6..a.'•5. 3w11�:UGF 3IJ:SiC._•.WJOn%MjCT C1.1 Job e61. INSTALL PUMPS Manpower skills • Skill e2. SUP'CR, 1.0 6 2806 Per MAN-DAY :OOs-Rsl- Y•eu_uv -- - "�-- 51.111 a5, CARr,ENTEF.. l.i, in 24-t per MAN-DAY 51111 at', M11.0 UoLlrmLNT, 1.0 ,} jous per r114 DAY Manpower cost . s4400.00 Direct cost • a0 Jot $C.l, INOTALI PUMPS Y•+•• C1+I1ICAL ••-v* Y 1 rAlratl.c.:. c_�-DNY.-____..____LJ.1.:aiL iLal=ts.1«=9J$4 Completed • No Earliest llnish • 11/30/84 On critical path • Yes Latest start . 11/29/84 rJ."l..--t.laa, Latast-iinuh.A_1413GlJi4. ....-.- Prareq..is:tes Jcb 04. B:lY DUT J0F JCt 1111. 51 iC LiLWL LiJi '�C SUi,MITTAL .. -.- Manpower s, illt • £.fill 11:. SU� Lr , 1.:"4, 2S`I per MAN-DAY .1,.411 sU, M1CL CDVIPMENT. 1.0 a 16GL par MAN-DAY ^. 1% hWLLzAYS I11'6Lt Cost i C71-Y OF" FiNTON-M• 40.9 • 3•--SL:3:.J�7A.-Ls3.�-&E4ION.DAIG .—_ ..__..._. __... - ---------- ------ - Duration . 1 DA'i to Lerl.est s_-rt - S1I29:84 On Critical path a Yes Latest start a 11/29/S4 Slack tlee - none Latest finish a 11/30/94 �'acaW�ia,a.iat-+-.1YG-J14�_EU1LaU2.�108_—__ _ Job 011. SNOT DkWG AND SAMPLE SUBMITTAL Job OE7, CONSTRUCT BLOCE BUILDING ..___.Mali{:c.•;ar..aii.11 Is - Aora Total aifwt • none Manpower cost s 60.00 Job st INSTALL INTERNAL PIPING Duration - 1 DAY Earliest start . 11/30/84 Casplete0 < No Earliest finish a 1:/ 3/64 M .ra=��-a�G___._. ___. � .� �.o♦ � Ifll Ater Elac1 t:ms = 6 DArC Latest finish . 12/11/84 F'rsrcgw states * Job 0,1. INSTALL PUMPS C1.111 04, LABORER, 1.0 8 2006 par MAIf-OAY Skill 09, AIR AND POWER EQUIP, 1.0 a 280s par MAN-Df Merpcwer cost w t76'.I. ,I Direct cost w eV Job O64. INSTALL PRE FORM METAL ROOFING wwwww CRITICAL a�www ' '40 rAyy Comglatea w No Earliest finish . IL/27.8A 0. c,:tic41 p;.t!. - Ycs Latest start s 1G/11184 I",.___.... . r'acl,.ai" a 4. ...... _ _. ___A.&""-Ja.VLiAZ. 'i Prerequisites w Job 060, CONSTRUCT ROOF Manpower skills a none ��—.. .--total-affont sore. Ma::p borer Qcl,t sc .'X, I,rect CULL = tSC� Q Jab ObT, INFT.,LL CL; EYETEM ♦wwww CRITICAL. wwww. at LA)IS .. . c:•: Nc I ..r'. .o-t • �i.,sh a 1� 1L 04 t i'. . Oq __ J 4i• 4n... lla..:«ia ltv ir_i.14.L . ...� _. C'.'r Or filtdl ON-WELL N0.9 ,�__tt....,,__..�.(t.$�---iisii:ir4� iI •�Je4-�ii,-ia1ETy,�_{{-FC,IR JtJiI. -- --------_t,.aaaa_CRi77tAI au-a .. . . . _ _. -➢;:rat:cr. _ ? ➢;..' _ Ecrl:est start • � On critical path a Yes Latest start a 11/3O/84 Slack time = none Latest finish a 12/11/04 Manpower skills a none Total ef4art a none Maaf. .*r cost a 40.lkV Direct cost a 0900v Duratocr, 7 DW S E•.rli*st start = 17111r84 On critical path Yes Latest start 12/11/84 Slack time = none Latest finish a 12/20/84 --Aaerwµ.i a1 tPa•+.-Joo 'CAL Manpower sl :lls a none ' Total *(fart = none Direct cost a 49G00 4anJN.B.-:.-:i TA"-:J.FX_=4 CAL ----- C—�r6k!3JCA1 Duration 1 DrY Earli*st start a 12:26/84 __— ____ 3ayaL.la�a.ck-e-_1-_'z440.4_ On critical path a Yes Latest start = 12/20/84 Slacl: time a non* Latest finish a 1:/21184 --Asap••.e.Fn•. .;i�-s-a-.1w6--007 9--iN®FA66 _- !'laf.�l - none ict , -.orr- Dlrect cast a s20L0 • Jet 4WP_-SL,W'401f(-.A.1(;i'01' .7-1LE _&"am QRU-IQAL..uaa_.__ nT i ur C...rl lest start a 1: 12104 - .."q'.etatl t:o _. - - - Z:,'!.aL Ja:.i.d. ➢ -. critical pets, = Yea Latest start = 12/10/84 G1uU time - none Latest finish a 12/27,'84 _. ._.____ t>a ao..r e•t JNbr{s•. .{µc;hAt.{..-Ll.: 5Y$TEri-. C:T� er Rrr:T uf. :.LLL r.a.• • Ca-I.sct start -- --.+: On Critic path a Yec. Latest start - 12/21/a4 Slacs time a none Latest finish w 12/27/04 �i-sift- t�-3N6TMA-ial7FANAl.-�1F SW{^►-.__---_ —..___ Job NGG. : INSTALL ELECTRICAL Manpower shills a Siill 04, LABORER, 1..- a 204s per MAN-DAY ..aLr--1135..-C-Ulf•MLN7a..1.2-A-a6;1L-pa4-11AN_"Y ..... _ _ Total affcrt a 4.0 MAN-DAYS Manpower cost a e0L4.00 :oG e71 . 6TANT Uf' AND FINAL ++++• Cr.ITIZFAL •aaaa Duration t DAYS Earliest start a 12/27/04 Completed a No Earliest finish - 1/ 2/05 L.«•cw�i�lcAl path-.-Ysa -Latest-atar* sy2427484 — E.lrci t:me • no-a Latest finish a I/ 2/05 PrerequirittL • lot. 4£49 INSTALL F'RC. FORM METAL ROOFING Job OLD, S INSTAL! ELECTRICAL Jot elrS, FLUDRING iNCTALLATION �3aL.J47G.-I3a:itsl4-P,IN'TING— L,: 11 et, C%,:N'LEF:, ;,p fe :.04 per MAN-DAY El.¢:1 N::, MiLL C1'UiPMCN7, 1.0 1.0% der MAN-DA's Manpower coat - 91560.00 Direct cost - 60 S C1F'rlrlL OF,Drh 1L LJRFX'lt' �FOf•'' 1HC r1rST JUL 111 TMC LAGT JOD ,v . , . : . . I AP {•. I 1 j.P ! GF is is !4 it i NC 1 f E 1 e. , 1 i I � R b � • : { : 4 : it .� .@ . . .�+ �]aE . •� e!{G ( � ,; �� `RI vJG 1Y9A�i ��'. Ery r3�� p� 4 �3 iw nawy5 1W� � i.a'.�R lggy��p c•jp10 li , r�7 j Li •I i �i i iY�rc k6E�� p�7� ay6§� Y a } G[! mmi ter__.! -'t••� •^•�S c _�tl ±�4_F ..HERE 0 EFIi ..-.APA• ARPFj OS/43 T I + IIII II f ttrr�YY :I. •. ..A' sl 1 ' : � 11 """ " . . •S,'sR,. -e- - - - . _ r 7 r ! R E�=zp� a �Jp.p g 9yE �• �� '��Y a • O }t 1tA wRjAR iF11Rf 9L�39ip !f R �. : !� i i i i i 1 � � � . � `� i I i I � � ��. I i � �� i � � i i � � � j ! �� F� I � � { � � R +I i � { � . , I � � i � �� ±� � � I i i i ,I '� ' £Z I I i j � i I ai �i � I _� f i j i � I x� � � r � ♦y i � 3 1 I ' �i � �t I � �i �� I �I J� I I L. I ! I ' i i � � 1 I � � 1 t �; I � �I I ! � �� aT � � I � � I I� i � �f .� I i � � I � I � ' � I n1 j � ' I fi � i i � a � Pej�. s ! � i 3� �< i�, � I � i �QQ■�0 �a a. �ii� � i � � � �� I =fie ��a��!�!!� i I i i I its i<{ ..ii . . . : . . . . . ,�. .,i .�. .� , .. i nF k� a 1 PUBLIC WORKS DEPARTMENT MIN DES'GNiUTIL;Tv ENGNEERING 0 235 2631 OO is MUNICIPAL BUILDING 2DO MILL AVE.SO RENTON WASH 99055 9 � BARBARA V. S� MAYOR MEMORANDUM September 6, 1984 TO: Mike Mulcahy, Finance Director FROM: Robert E. Bergstrom, Engineering Supervisor SUBJECT: W-718 Well No. 9 Pump House Please prepare a warrent in the amount of $9,600.00 made payable to Puget Power and change the withdrawl from account 0 421/000/15,501 .37,65 (36). This sum is for the electrical service to power Renton Well No, 9 Pump House. 9-!�06- Bob Bergsfrom :br �H1 � • engyneets plamx n. ecnnOmists >cuntists September 12, 1984 517146.Ai City of Renton Utilities Y00 Hill Avenue South Renton, Washington 98005 Attention: Ron Olsen Larry Saviage George Stahl Subject: City of Renton Well No. 9 Pump Station Enclosed for your information and review are the minute of the Precoustruction Conference held on September 4, 1984, for the subject project. Copies have been sent to all parties attending the meetinq. Should there be changes or additions requested by ..ny party, revised minute& will be circulated. Sincerely`, O�++Ko Jam s A. Dingfiel Project Coordinator pa/se5543K Enclosures: Minutes fh� Last of Attendees SUMP uw. 1 VY111Ub�anu. (1 K.Ii n \\.oFmNhm 4Pl%N tUG 151 Sap PRECONSTRUCTION CONFERENCE CITY OF RENTON WELL NO. 9 PUMP STATION A preconstruction conference was held at Renton City Hall on September 4, 1984, 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 V-. Con- tract Documents. 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 8-foot fence. The locations of the fence must be coord!- nated 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. fhe 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 doing work along the ramp regarding barriers. Puget Power stated that the Contractor must stake the vaults and 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 sta; 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 utility 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 betwe,,n 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. Box 91500, Bellevue, Washington 9R009-2050. Barry Barnes stated that monthly progress pay- ments should be worked out between the Contractor's superin- tendent and John McElroy. 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 times for the City to process the estimate and issue a check. se5534AA2 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 job 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 Documents, 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 because of the possibility 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 connections to water mains. Ron Olsen said no, the City will make the connections, and that the Contractor must test and sterilize the lines prior to connections. Barry Barnes stated that safety is the Contractor's respon- sibility, and that CH2M 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 CJntraetOr 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. se5534AA3 Ron Olsen said the Contractor must get building permit, and that the insurance coverage provided by the contractor did not prov_de 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 G Tiernan by TMG Services, and Byron Jackson pump. Equipment provided by TMG must be per the Wallace c 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 ee5534AA4 • MTE Sept r 13, 1986 To, City of Renton FRS Jan Lorraine CaMrottor4 Bond i Imuoxw C0"VWW PO Box 9211 1213 VALLEY STREET e SEATTLE. WA 98109 RE: Puget Constructors Project: Well No. 9 Pump Station Dear Sir: Please find attached a revised bond form which anouid now sat!sfv yourselves and the engineer on this project. This wording has been agreed upon by Hr. Dingfield at CH2mHill and our counsel, Susan Faaland; therefore should satisfy you. If there any questions. Please call me. Our principal is anxious to begin work on this job, anything you can to expediate your paperwork would be appreciated. Very Truly Yours, c.c. Puget Constructors CII:mHil!. SKM CHM ILL engineers planters economists scientists Captember 24, 1984 517146.A2 Mr. Ron Olsen Utilities Engineer 200 Mill Avenue South Renton, Washington 98055 Dear Ron: Subject: Well No. 9 Pump Station Onsite observation This letter documents a meeting 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 meeting 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 CH2M HILL. This agreement explains the responsibilities of both CH2M 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 employed by the City to observe the constructs.on of well No. 9 and will re- port directly to me during the course of the protect. It is our intent to adrinister this project in the same manner as if Mr. Ruppert were one of our own employees. In light of this, he hag been instructed to maintain a 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. 16ma ask. two Te A, a.$1 g.1f..W.w.mimm avow 1W4aJ-ta11 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 this 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 it potentially .nsafe conditions are noticed, but is not to direct the Contractor on how the situation is to be remedied. This procedure is necessary to protect thc� City from unnecessary liability exposure. Should the contractor fail to remedy the situation, proper authorities with juri-diction 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 bz� processed by CH2M HILL. Mr. Ruppert is to establish with the Contractor, the percentage complete for each specificatiot, section and the quantities of mat,rials 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. 1 anticipate that additional items may need to be addressed and resolved as we get further into the project. However, ' M • 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, „n James Dingfield les/se554311 cc: Barney Ruppert Art Storbo OF R�ti • • t o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENG-NEERING 0 235-2631 0 wY ag MUNICIPAL BUILDING 1ne MILL AVE.SO. RENTON.Y/ASK 90M 4 e P TEG SEP,EM� BARBARA Y. SHINPOCH MAYOR September 24, 1984 Puget Const-uctors 1235 E. •: :h 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 with n 240 days from the date of the Notice to Proceed. There- fore, the date of completion of all work established in accordance 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 Ronald L. Olsen Utility Engineer :jft cc: Ch2M-Hill CH2M • • LU HILL "ineers planners economists scientists September 24, 1984 517146.A2 Puget Constructo-a 1235 East 4th Avenue Olympia, Washington 98.,01 Attention: Dennis 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 contact me. Sincerely, James A. Ding£ield les/se55431 cc: '7AINNINNiftb Art Storbo k— IWO 11 .r e� 1500 4,X Avenue 5[ {Mllpw ViaahinR„m 9lOM 2ro�il com • a Of RED � T i PUBLIC WORKS DEPARTMENT y DESIGN/UTILITY ENGINEERING 0 235 2631 UL MUNICIPAL MUILOING IOO MMLL AVE.SO. RENTON.IYASK INIMa6 9 b SE VTE BARBARA Y. SHWPOCH 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 Proceei with the work under the subject contract. Your contract with the City of Renton provides under "Galt for Bids" that the work under this contract shall ne com- pleted within 240 days from the date of the Notice to Proceed. There- fore, the date of completion of all work established in accordance 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 �OFF RENTON t(/j�0 RtioCn'al iii tCl�i��L. Olsen � Utility Engineer :jft cc: Ch2M-Hill OF RF !1R z THE CITY OF REN'ION M y UNICIPAL BUILDING 200 MILL AVE SO RENTON.WAS' 99055 pg BARBARA Y. $MINPOCH, MAYOR B PARRS and RECREATION E. WESLEV - DIRECTOR 9 1OHN E$Q4rEp SE"S00P,e 23:-2560 M E M O R A N D U M September 28, 1984 T0: Ron Olson, Utility Engineer FROM: Bob Hufnagle, Rzcreatlon Supt.1 _ ' SUBJECT: CEDAR RIVER PARK CONSTRUCTION Just a reminder that the Park Department has scheduled athletic events at Cedar River Park seven days a week. While the construction work is not on the athletic fields, the athletic events bring a Lumber of younaters 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 Engineers Planners Economists scientists October 3, 1984 S17146.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, t�etween 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 installatijn costs for that facility. Sincerely, Iam`� tngfiel dw/sea551/C cc: ,,Ron Olsen Barney Ruppert CMIM HILL SsaM9OK" 150D-1fA AKSE.aWN WOIwVon 205.463 5000 PO 6o.915W ftft a woe.rglw 90009 2030 a pbdl&8896 MvuMns(/ Seance 206673./772 CacMSrraid GMnryr-. OretmrAbrvaee DO Bax9156 iacarna.WA9800D rwNwanwoNn r�voe- mx..ynnw+n.- �wcaxam seOs,WCoxwM City of Renton 200 Mill Ave So. Penton, MA g8055 _ October to 1984 Attn: Pon Olson Date NOTICE TO PROPERTY OWNERS Gentlemen: We are advised that you are the owner, or reputed owners, of property situated at or near the following address: Military Road No. Pump Statlor. ♦ti This is to notd, you that on the Ut_il_ day of September , 19 84 , we commencer to deliver materials and supplies or rented equipmentt to be used upon the real property and all irrixovements owned or being constructed by you at the above address. These materials and supplies or rented equipment were ordered by pyg�_t�q��tructors 1235 E. 4th Ave. Olympia, We 9�i-b1--� and consist of - We are required by law to furnish this notice to the owners of all property to which we deliver materials and supplies, so they may, have notice that in the event of non-payment 01 our account, a materialsman's lien may be claimed by us. This not:.:e is not in itself a claim of lien, nor does it imply in any way that a lien may be necessary. It is sent only because we are required by statute to do so. Very truly yours, PACIFIC INTERNATIONAL PIPE ENGINEERING, INC. Ry--� cc: file Puget Constructors Rml;aWs.WOE bW+0iciva isemn WA E'1p l,:.F F.a1 N,c VMo.f:A 755NF C� 1a 1,O0 B NE Ky7nr W vocumr.WA MW,h>¢MS NaTrMI ConaMePpe Amaalm NnYtp�Ctt4 M1 Wpa Arocw,ly� OF RAM • „} z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 9 235-2631 i ! $ MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASN.99096 9 tr P TE0 SEPT BARBARA Y, SHINPOCH MAYOR October 10, :984 Par4, is International Pipe & Engineering, Inc. P. 0. Box 9156 Tacoma, WA 984U9 Re: Puget Constructors, 1235 E. 4th Ave. Olympia, WA 98501 Gentlemen: We are in receipt of your letter of October 4, 1984 informing us that you are Delivering materials and supplies to Military Road North Pump Station a6. This is not a City of Renton pro- ject. Puget Constructors are doing a project for the City of Renton, but it is Well No. 9 on the Maple Valley Highway, at Cedar River Park. Very truly yours, WA ad Z04- Ronald L. Olsen�d' / Utility Engineer :jft a{ GATE_ - —————————————————- moan wc T2 _oW �`fl1lGfOr �• fw�c 59" dx7ruDS r#WAWAsw I— amj 7',ov,e 9K5 /A' [ow-ay. -- — As 3/ia.�rl• 3"eYy2 3"cc a 7W ortk ACE C CH%A qnr..+ 0 HILL 2� P�°� YCoeg=l-h9D I'Lls E►.r 4� ►✓t ,,�s n,oer. 51'71�f .A-L. _ - n vmP&1, �tAsi4eY,7MJ-94511J aarEcr^ F -A- +--ar< Sef'rin.J _ rb ina i , E. `fine 2E145,n j is ilBtscsm yy -2C44aSF---�_ Ic APPftlmArPWLV B.L FEer_gAka;e— ° - yoo in,AnW of e&ms :of, --- ° -Qja Apc l nQ.JAL- $r 5 BfYL 'D°_.t�ekj _ 2Et�0 no" RAE. cptY1¢1.�..�EG��tE1�� T�4 ____ ±_3.61 , �wl&R_�Qel_-Ar.1TiuP.9TED __ Tuls—�c51Re1 15�3� DIJ AssuMpno»!_ �_jZ"k1" _ mn inld^V' vnwn•tl wn�OvO 10 b . nrwnnr rOr^ r o cammi.nwt.m mn .III b+ln Incn� r�7i Atl •n0 nWe OOIU GENERAL STRUCTURAL NOTE 77WS5 NOTE5 • t.eRleort.aa r .'.l c A U" c .IS i�•y wr ALL rltupJ JdNrS -Lt11a qV pMLi Vlllat Y9Mr Oiw[pwM W.LLa x r Y.[w zoo-aRotro wAwAr.ua aaaaD iG RLnlo-Nu.Mw.�„aA a W LrRD WlLtw wtr0 r CLA IDA LypD1 W3 r.aAo!w y.- wlwa wAr!tw-rNE rwtroRr..r 'A MrMN!wOrfp 41 a4L xM)W pL4.Y CPIr Md.xD ME rA. �aA W rl/rpgrt fpL plt RYTq YM YWL Y flfitNYD Ml0 R]Dn�^U ARTOA r4La Ar Lltrip OEMOHDr�i..aaMm+a<T..c ' EYtlD.Tp 4altARtr ON Tr�{raaT Drt RAu tWr W4LY �ORTw sawaRwwrw 4L o.Y.s.rLM uataa ArlMpltppYy yiryl.ir! MLORpa yRARYt®rARrtlNi p �\ 1�/ �'MY'MO •E:T rot. am ra .l al rr IArtl .14F NSaRtoAt nw 41pl� / rRVR'o >H AiNrNG OR sou rr rr rl .r ro 13 E >IOV/RArN ./ -7Rypp by r ram.tW tl Mtl rr twR lYl Ml / J/ YWLYp[INOY Nn Mxtpxi4pW IL/fAD WCw tr4i ERNo omm --'f.p RAtt AOWr b* fJ{ ttWr4Npa{y 1ylW GOwCttlTkpUii rrtR rrU RLOYM ROltdfltY Ft CO•'b Ap 1�"a 4R trrpl.plRr .gltrtOwT4 Rwu WfNII CM1RgexDiD•pyLy y —.Wr.NEL rXW \rl Yl4rLtr4L YLtCi OrtWAM WiIIIWRACIIpp LYIDtl4L I ` ___ _ _ RmY�INUp)Tr/tYp WT1r R1TE wtLr TryraRp ; • - 1 ri.,.UD �ar'•+�' , h'uoo ALvwo •�4.$•'• M 1.3 WOOD rRtN f r_ -_I(CONC pN rVr Kl i Y4a rgtN wT,I /qI 4 s:t• Rs r/p6 a L' Pi two wtl.:s 1 ROOD -' i 1Are.t wi ROCRtw As Rego r =6 MW txt NAL�NO -- -� MI)tcRMO tc•.A Or RVRIo MNak. � //pALV fCt Os Mrµ R'AK Mt pr '—a!L p str JCRr r' prINN.M1�W rIC� R]DI'iW NrrK l/IGNb p•INTO L F •p MI l'C4 6•t R{AbNLpLt com., CONC MA./FOP 'D NINTCN/R4r 4.! O u1r.pL' GICw ILrN♦ _ t l AIAV{6D�ff�TM I ry1 RRr RE1M y l�pNtM'.WfY .N•.WORN CNrAO r� w N r ORlNgtT ®, IN CELLS "y"LjD R eON0 R A. D' GIMAtr W Fe ay W't-)s y Ip DOWSLD elCK OPE/YI&G RC-IAJCORCIAJG ; t`'WD R,I DOWK .a N ON GeeYOt d G :'OM oRLV eve p ,r _ Y"re"O ra hom w:Nu•a s RAs"mme ftM o WANeAs vpNT ReINr tooO)xW AIM"NO logo AND o FNINas )♦w/Y•a LOUre 1•R END co,CN.NN! a rH npLr(I(NJr CONK O rwsp "I, C'.MD I IL M NO Y OP E•MOI..OM eA.f-w !, M titulp WR A W OC M'S I•J wp D[lA.f. r y: 47 as 4l ri t w I ♦ " CIA rN WA6 h Aar ` Yew V TI N 1y� AC:,.r)oR DAL L• 1�5 Nism CCYIN wCbK AA(. pp rMlt GAA ' a nnLL w E- aA o r rrp uLAR •, of W/LJ6N LLD sw L t spertoN araeo �yr.Fr -s - - uNasnxelo �NI (hn Ir,+7 4..OY __ •,.. �Ab'l L ROOF DETAILS_Q �0 �1/ALL SECTION t� 'O' A I'•1=p' �� ...aO, Yt.R y�+ lii. OJeslL ! a to w.s.wtaR )14»1N�SEMON AND mu" n Hr trt r.. w v.ml yr•a. PUGETCONSTRUCTORS 1235 Eau nn A.epm Opmou %,O.nglw%SOt Pnpr�e 1111b1 r5.-%]t October 21, 1961 Mr- Janes R. Dingfield CR2M hill P.D. Do• 91500 Bellevue, UN 9ROD9-2050 FfMLQ -RLLL--bQ 9 UME fflatf near Mr . Oingfield. This letter is written to confirm a number of activities conoerning Puget Power CompanV"s construction of the electrical service line- Those activities have and may result in future difficulties associated with the construction project lhey are as follows. (t) Puget Power backf)lled their plastic conduit with concrete and rubble removed from the ditch which, if compacted by our firm, could result in breakage of their plastic conduit (if it is not already broken): (2) Rlthough Puget Power was specifically instructed to drive only on the future road area, they drove the vehicles on the lawn area where no construction was to take place and destroyed said lawn. It will now have to be repaired and resodded: and (3) Rlthough Puget Power was specifically instructed to leave their ditch open where the conduit passed over existing utilities, they tackfilled their entire line. Consequently, concrete was not placed around their conduit prior to backfall . the electrical line is now "live" to the transformer . Ue ere not prepared to reexcauate their line under such circun .taui rx. ENGINEERING CONSTRUCTION r MANAGEMENT The preceding is called to your attentum such tlwt corr.rotioe measures can be taken. 7 � DENNIS H. UURKE. P.E cc Ron Olson, City of Renton _z_ %-I I-IV1 �iHILL $ vuE -]yam—�—OV a%jpp J.._.__ PNOACTNNOO _j�j7_L&fit Az ..�..�.�{�.�— SUBACT/Clltl'te t MImJ_ 0 -- 4 ..lr —tom- . �`�-- -� ---------- ---Q6a.cd �� . r Ladt o.s,..•.S-. � Bt..lb. 'tj�.,�r�u.. K-� — _"11,.a.o� 3 n:mot. •� ..w+�_r. ..�_y w..�.-.._ L ._....�.._yi-.-.fir• _. NfV O IIfONM t/i• tnlf M.l l Mtwt wN bNgW 1. b• n.n.w llw 1m 01 canmunl:.ti.n tn.t will wm 1ntTur OvwP. Iqp anO nW.Y mlt. CH--)M FROM O1 MLL. INC. • Ones HILL $ - M E•'Eo._f� �_.. DATE PROJECT NO 'S 17/ 1 4 6. A SUBJECT P(C�./TOy \eet— 5 PS._ ---- V VVV --- _. �sckA2ce MIAs 13'er/el►�K RS., 4 r �o {,.•,,,� f..._�_i-1 �► .rTt"Ae... :... .�a�.b. fe Dui '+ia rAo�r�.,� rQJ� _.._•..�.._C,�i,�__. 3Oto P V r ------__Q.• p �i__ �it __P�..�.+.rt ,.e V�VVV yvVV r?-7 • '�+�{.u_r.S, lJd ^,-.0 ll�-rV 44 " -," , t— 30 -pa 1 ^e J &--fir nW inlprmAl NnerbM vwP (RfIWW to b � nwpwrllbn Ipm ul rammM¢gpr. Inn well 1 In Ir¢rser mnyp u+M Ara a. aµ CH2M FROM: 02M HILL INC ' memo HILL MFatip_; rf` l DATE 1 o-- 3 1- C 4 ---- _�y�_¢42NfiY RU?oLitr' PROJECTNOS, 17146,_A2 . _ —.—r=�• .S.7tst.. SUBJECT R£-'�ro,l__N!>o+.. R&_ A cceu ot%AblSnowed ram. U } \ Y t k� t .a- ._... J". pp v t4 r„4�1.4 o..�l.k.. t. a ��*�rf n ". " p-' G. QD Ao i..f' / enit blutmnl NflMnY� MI bM111'xC to M s nnnmu�..er lx. W �mnmun¢n e� "a� will Min �Mqp! nyntwn tl>1M xM �¢� rqb 0 ai°irw a NOV 1 4 jr-, Minutes of meeting with City of Renton. Houenber 8, 1981 at Renton City Hall . Meeting began at 1.IS pn . Rttendees. Ron Olson, City of Rentan Berry Barnes, CH2M Hill Berney Rupert, City Inspector Dennis Burke, Puget Constructors �MMRRV Or IT[MS DIS[BSSCD 1 . Marshall Uilllams to resume superintendent status on Monday, November 12. 1994 2- Crushed stone to be used to fill excau,s ed area under slab. 3. Letter to be sent by CHZM Hill res stemless epoxy flooring. 4 . New road to be subdreined on south side - to be paid by City of Renton. 5. Puget Constructors to provide Job shock with phone - to be paid by City of Renton. 6. Change order letter on storm sewer excavation delivered to City for review. City and C1."1 Hill to respond by Tuesday. Nouenber 13. 1984. 7. Puget Power to reexce"te line where it crossed Renton utilities. Puget Constructors to pour concrete after excavation. S. R11 cost documentation to be provided by Puget Constructors re. ' loads of rubble removed from site. 9. Bailey value can be utilized if delivery on Cle Ual cannot he expedited. Barry Barnes to investigate and report to Puget Constructors. 10. Puget to install lele. etry system as per revised drawing submitted at meeting. Uork to be performed now consists 0f installing conduit under and adjacent to the road and rafsinq existing conduit bum - t0 be paid ty City of Renton. 11 . City to have water department ass. lble materials required for water connection. 12. rlushing and testing requirements were reviewed. -1- SITC IJORK RCy-IF.{_Po"tF�M�[T]tvi I . Test on 12" OIP discharge approved. 2_ Roadway pandinu and dewatering reviewed" 3. Location of conduit crossing reut cued. Must b. ram5ed Friday at B aa. �. Epuxy coal tar coating of tie rods reuteued. 5. Paving rescheduled for Monday at B an -2- ACE ACCOUNT WORK RECIRD ITo be cornpletea �t end of each wmk JmV and signed by otn shown WOW.) CONTRACTOEt, PROJECT NQ - / 7/yt A NAME ri 4r{Y �ii[J2�LIO Cc i.( PROJECT KA., A I ?*� A6•.If! ADDRFSS As• V *l OWNER _ e-I rr :4L orer CITY - r r1s. F.A. RECORD NQ_ STATE A'q. J •'[ DATE ;,X DESCRIPTION OF WORK I AV J':ne.i .C�iwa+C /�i:� r�.'Ls✓ e'ta /-i .'t• A ..o/.x��L•r atecJ.r-4 styL,. IPIFce % � rA I i J � AhtFrialt I �i $ � or ERJlpmxn I W g Q CpIUTr.,I mp F ` UNIT TOTAL TOTAL J u DESCRIPTION OW NTITY UNIT COST FOR ITEM COST 1 41 1 8 7 8 9 10 11 12 13 14 15 161 1 1 1 _ 17 t6 _ iB 20 21 2Z 23 23 — 26 SIGNATURES. CONTRACTORS REP .— — RIJ EI CH2M/MILL REP __ *• v _ ��[ ' �aIL�R'2�E�� rtlEl All FORCE ACCOUNT CLAIMS MUST BE VERIFIED BY THI RECORD. COPY I. RETAINED AT RES. INSPECTOR'S OFFICE. 2, TO PROJECT MANAGER WITY DIARY SHEET FOR THE DAY, 3. TO CONTRACTORS REP. POIIM N0. Ir S PAR" November 13, 1984 S17146.A2 Puget Constructors 1235 East 4th Avenue Olympia, Wash-ngton 9B501 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 the Puget Power vault. o The catch basin at '.he northeast corner of the parking area shall remain at rim elevation 41.65 _n order to drain playing field surface water. o Ballast material larger than the specified 2-1/2 inches will be allowed. o .he existing telemetry junction box at the obser- vation well shall be raised to access road surface and a portion of the concrete curb omitted to ac- commodate it. o Two 3-inch P.V.C. conduits shall be provided across the access road at the observation well. Mr. Dennis Eurke Page 2 November 13, 1984 S17146.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 writing 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 Renton 4 November 13, 1984 S17146.A2 Paget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dennis Burke, P.E. Gentlemen: Subject: Renton Well 9 Pump Station Puget Power Company's COnEtruction. 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 secordingly. Sincerely, Barry Barnes Project Engineer dw/se55?5TT cc: 3arney Ruppert, City Inspector Ron Olsen, City of Renton r.- November 13, 1984 S17146.A2 Puget Constructors 1235 East 4th Avenue olympir, Washington 98501 Attention: Dennis Burke, P.E. Gentlemen: Subject: 11f. ' )n Well 9 Pumn Station Compliance with the Specifications; Construction Supervision; and Schedule. 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 of the project. It appears that. your basic problem has been an overload of con<truction re- sulting in a lack of adequate 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. observation of construction has showr that the work is not being carried out in accordance witn the contract specifica- tions or the previously agreed variations, come specific instances are: 1. Ballast for access road is up to 19-inches in size, specified material is 2-1/2 inches minus. Polyethylene encasement to underground piping has net been provided. Mr. Denn. s Burke Page 2 November 13, 1964 517146.A2 3. Incorrect backfill material was placed in excavation beneath floor slab. 4. A mechanical joint was incorrectly tightened re- sulting in a fractured gland. 5. A mechanical joint bend was installed beneath the floor slab instead of a double-fanged bend as shown on the drawings. 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 change order will be pro- cessed. Please provide your estimate of cost reduction. 3. Unacceptable material has been removed and the speci:ied 5/8-inch crushed rock placed. 4. The gland has been replaced and correct assembly instructions have been Followed. 5. The mechanical joint bend has been allowed, with necessary tie rods, because it will assist in modi- fying the pipework due to the need to raise the door slab by one foot. 6. Backfilled material has been removed and drain gravel placed. Discussion with your responsible person on si_e pro-tem, Dave Welch, makes it evident that the job specifications are hot being referred t,.. or conformed to. Please take steps to correct this non-conformance. tf you wish an alternate to be considered, present it in a timely manner for approval. Mr. Dennis Burke Page 3 November 13, 1984 S17146.A2 We anticipate working with you to complete the project to the City's satisfaction but there must be improvement in your supervision and confor..ance to the specifications. Please submit at the earliest possible time your promised revised construction schedule. Si:icere ly, Barry Barnes Project Engineer dw/se551555 cce Ron Olsen, City of Renton Barney Ruppert, City Inspe^tor 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 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 • physical difficulty caused by thr apparent impos- sibility provide tubes in the discharge head similar to the B-J r, in Well Ne8 the following decisions have been made: o Provide 2 one-inch vents, with goose-necks, inside the discharge head window. o Provide one only 2-inch valvanized 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 founuation 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 and be strengthened by a 3/16-inch thick gusset plate on the inside of the bend and cast in the concrete. Provide one 2-inch screwed cap drilled, tapped and plugged 1-inch N.P.T. Mr. Dennis Burke Page 2 November 13, 1984 S17146.A2 It would be desirable for you to submit a sketch en the above to avoid misunderstandings. It would appear that the pump order could go ahead if you so desire. Sincerely, d^`: Barry Barnes Project Engineer dw/se5515SS 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 Landscaping. In reply to your letter of November 1, because you are unable to obtain the specified 2 c llon can size junipers, 80-1 gallon can size will be approved subject to a price reduction. Please provide your estimate of this reduction for approval prior to Flacing your order for the plants. Sincerely, Barry Barnes Project Engineer dw/se5515SS CC; ..arney Ruppert, City Inspector Ron Olsen, City of Renton 4 1r• .?`PCPUGET CONSTRUCTORS . nn�,mue g�Y^WJ WYmnpton ia'A� enarJ IIOa�M/9611 Hovember 16, 1981 Mr . Barry Barnes CH2M Hill P.O. Bo. 91500 Bellevue, UR 99009-205O Itmom Pump STRTIOH HO- 9 Dear Harry. In accordance with your request, 1 have esl..uted the additional cost associated with raising the pump elation, associated parking are., and roadway 1•-0" in height . Raising the pump atotiun and roadway will result in the following increased costs. (1) Additional rand and building ballast: (7) Additional compaction and installation of (1) above: (3> Additional topsoil for side slopes 0 Sil blvpe (may be able to reduce this-. (1) Additional cost of installing (3) above: (S) Additional cost of adjusting flange by P1. spools (raise pipeline 6" rather than purchase new spool): (6) Additional cost of bark material to cover side slopes - north aide (might be able to eliminate) (7) Additional cost of sod to couer aide slope - south side-. and (8> Additional cost of footing compaction and crushed material as required by specifications The fallowing to a summary of those costar (1) Road Ballast - 105 cy • 0.8 9 66.18 s1.5D0 00 (2) Installation S Compaction (Dozer loader • Compactor • 2 men> 8 hra r. 2 . 678/hr 1.248,00 ENGINEERING / CONSTRUCTION / MANAGEMENT (3) Additional topsoil - 99 cy r 0.J . ti12-00 1,W. oil �- (1) Additional cost fur installing top- soil (Dozer • Loeder, • Compactor 2 men) 8 hrs x 2 x $78/hr 1.210 OU C'y. (S) Additional cost of adjusting riser 0pipes - 3 hrs x 2 men x 027/hr 132.till (6>• Additional cost of bark - aide slope natarlvi--(RfyRY'-L!"'aQte-lr.-plant mat e i �. 2S cv TiV.�ecy -- ---- 236.2S �tt (7) Additional cost of sod - south side of r oaduay 300.00 (8) Additional cost of footing compaction 8 crushed rock material - 26 by 9 $25/yJ _4SD.0o - IO1RL RDOITIOMRL COST 06.799 ZS CONTRACTORS OH 6 P f 17X 1.155 e3 TOTAL COST S7.9SS.Do Sales to. must be added If you have anyquestions concerning the above, please advise . DLMNIS A BURKC, P.C . -2- 0 PEwUGETCONSTRUCTORS Cr 1131 1 ne A",W ow-pa wW.nI;oh W601 Phone 12061 2&-9621 C 17 I rr 6..� . Hovenber 19, 1?81 Nr. Barry Barnes CH2N Hill P.O. Box 91500 Bellevue, UR 98009-2050 RENTON DELL PUNY STRTIOH ND. 9 TURBINL UENI RHO PROBE TUBL Dear Barry, We are in receipt of your letter of Nuvenber 13, 1481 on tl,e above referenced project. Ue are in the procens vt preparing drawings which describe the work to be performed end the means whereby the work can be perforned. Our drawings will require innediate field confirmation such that construction will not be delayed. Consequently, that drawing will be submitted to you In the field. Also, please be advised that we do not consider all thm u k involved with this change to be witluu the origilxil saoPe of work. Consequently, our new job number for this element of work will llbbbe R009-2--0J099 DLN��fG�Y /iT'/0 BURKL, V.L . ENGINEERING i CONSTRUCTION / MANAGEMENT 0 PUGETCONSTRUCTORS Cr 1215 EnlAlb Wass,,o W50+ VnOM 12061>N'%]t ,ouenber 19, 1984 Mr . Barry Barnes CH2M Hill P.O. Box 91500 Bellevue, Up 98009-2050 RENTON ULLL PUMP STRIIOH HO. 9 ,:UMPLIHNEL UI1H 1;DWEB T DUCIN7ENT5 Dear Barr yr Ue are in receipt of your letter of November 15, 1484 on the above referenced project . Although we du not agree with either the facts ur they post hoc ergo propt er h.."Iugic utilized, we are at thin time declining a detailed response. The credit for the polywrap is as folloubi 100 ft of 8 nil polywrap ! SO.SI/ft - $204.00 t / Installation - ♦ nh 0 f30/hr - i"-Q9 1V TOTAL %Azi OU v Rttached ib a reuibed construction schedule wh n.6 reflects a l Dsb of approximately one month Duey the urrU+n.rl sr.hedulc l DENNIS N URKE. P.E. enc cc Rue, glben ENGINEERING / CONSTRUCTION / MANAGEMENT OF HF' • • a 1r PUBLIC WORKS DEPARTMENT RICHARD C HOUGHTON 0 DIRECTOR 0 R MUNICIPAL BUILDING fie MILL AVE.SO RENTON.WASH.98055 I. Pu 206 235-2569 4`04reo SEPTEO# BARBARA i. SHINPOCH MAYOR MEMORANDUM Date: November 19, 1984 To: Marshall Williams, superintendent Puget Constructors From: Barney Ruppert, Project Inspector Re: Fire Hydrant - Project W-718 I have discussed with Ron Olsen, utility Engineer, the missing pin from the control rod of the fire hydrant which was raised to a new grade by your personnel. It is Ron's contention that it was a working hydrant before your work and that it should be a working hyd- rant when you complete your work and at no additional expense to the City. 'r :jft cc: Ron Olsen ✓ Barry Barnes W- 18 WELL #9 PUMP HOUSE WT -9 2+ #6A Cons'-ruction Correspondence &CE ACCOUNT WORK READ (To be completed at end of each work day End agned by both repreewRalWM ahgVn Delow.) CONTRACT _ n�P PROJECT NO.- NAME /_IV/JTa2J6TN1J PROJECT ADDR 12a•J" l`ga— �a �a� OWNER fl/rD'ei 6&a CITY DseA%Rm QAV STATE_ 7fj��^' DATE RECORD NO. DATE y DESCRIPTION OF WORKa• 11. IfIn ltlw, R AMtw a ERuipmnt Sa Column.l F g DESCRIPTION OUANTITV UNIT TOTAL TOTAL UNIT COST FOR ITEM COST 3 '✓n A'!c oe't ( ,Z 6 s 7 — 6 S 10 -- 11 12 — 13 14 76 16 17 -- 18 1e 21 n T� SIGNATURES: CONTRACTORS REP CH2M/HILL REP_ iSyrww�. `JTRLFI '�_ �J(iJAnt s rvt IT ITLFI ALL FORCE ACCOUNT CLAIMS MUST RE VERIFIED BY THIS RECORD. COPY 1. AETAINED AT RES, INSPECTOR'S OFFICE. 1 TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY, 3, TO CONTRACTORS REP. // FORM NO. In 3 FARTS ACE ACCOUNT WORK RECAD (To be cmn Wetw at erIa Ot ach Work pay ally sqw! by both repetemm,m shmn b,, W I CONTRACTOR- PROJECT NO.�) '� YiC H / NAME 'LYr•IL�' x "•2 vt.�'A.i.] ADDRESS 4A,14 I�TD / OkyNERPROJECT '' < aa CITY !i tivn}tM I i 95 -el F.A. RECORD NO. STATx DATE L- 7 b_.P. .' OESCRIPTION OF WORKtTNa n ' •2 �v e I /F•7E t 1 ,( - L�20S1/ y'- IF. xn � Labw. ` � MFI«ialc w � W 4 Colum am�I � = 3 DESCRIPT pN UNIT I TOTAL TOTAL QUANTITY MIT COST FOR ITEM COST 3 4 5 6 — 7 — 9 9 10 11 12 13 14 15 15 17 t8 t9 20 -- 21 27 73 24 SIGNATURES: CUNTRACl ORS REP •l/ I ,,. _.,`�. • CH2..M/HILL REP OrttEL RITIEI ALL FORCE ACCOUNT CLAIMS MUST BE VERIFIED BY THIS RECORD, COPY I, RETAINED AT RES. INSPECTOR'S OFFICE. 2. TO PROJECT MANAGER WITH DIARY SHEET FOR THE DAY 3. TO CONTRACTORS REP. FOAM ND. In 3 MRl1 Engineers PYanners Economists scenws November 28, 1984 517416.Ai City of Renton 200 Mill Avenue South Renton, Washington 98055 Attention: Ron Olsen Gentlemen: Subject: Renton well No. 9 Pump Station--Construction Progress This IFIter will confirm the telephone conversation of Novem- ber 26 .etween us in which we described the contractor's concerns and our concerns regarding his progress and admin- istration of the above contract. As you are aware, we have already addressed a letter to Puget Constructors pointing out inadequate supervision and other matters. A copy of that letter, dated November 13, was forwarded for your files. The problems which arose on November :6 regarding city per- mits and inspection procedures required before concrete could be poured for the footings were discussed with you by tele- phone that afternoon. It was agreed in the conversation that we would schedule a meeting with the contractor at City Hall, preferably on Thursday, November 29. This has now been arranged for 3:00 p.m. on that day. We were unable to reach the contractor at his office number and spoke to him late in the evening of November 26 at his home, tie was very concerned with the problems which had arisen during the day and which had prevented the concrete . ,ur. He felt that he had lost a day of good weather and was faced with the prospect of three forecasted rainy days. however, he further stated that he had scheduled the concrete pour for 11:00 a.m. on the 27th and expected all the permits and inspection work to be completed before that time. The contract documents address inspection, or lack thereof, in Clause 48 of the General Conditions of Contract and elsewhere. The CH2M HILL inspection of conduits and pipes beneath the CM1M m;L Mc 5eo'ne OftO r500 item Ave SE ke .poytx. 2064535cm City of Fenton Page 2 November ?8, 1984 S17416.A2 floor slab and in the footings was completed on November 27 with comments to Barney Ruppert and Dave Welch, even though we have not received a resubmittal of items beneath the floor slab. There fe some disagreement by the contractor that such a submittal is required and, in addition, he is ques- tioning the need for some of the city inspection procedures. It is suggested that we have a brief meeting prior to meetinq with the contractor. - It is recommended that: o Barney Ruppert be in attendance at the meeting with the c-ntractor and that he review his dail,, diaries p Dr to the meeting. o One subject to be discussed is the apparent reluc- tance of the contractor to complete the necessary force account daily forms which must be agreed between the job superintendent and the city in- spector so that contractor's claims may be properly processed. To our knowledge, none of these forms have been completed, even though force account work has been undertaken and forms have been pro- vided for the purposs. o the city inspecto.'s records be complete and that the dates of contractor application for permits are documented within City Hall because there ap- pears to be some discrepancy in the information which we are receiving in this area. If the contractor sheul9 file a claim for delay this infor- mation will be ne:ded to properly evaluate the validity of the claim. These items may result in delay and change order claims increasing the project cost. We take this opportunity to point out that the problems en- countered in determining the exact location of the existing 12-inch drain line crossing the Metro 42-inch pipeline has resulted in considerable expense by force account to the city. As explained in our letter to you regarding engineering s(�r- vices, circumstances have arisen which will increase engi- neering costs on the project. It has not yet been possible to reduce our involvement in the project and therefore our City of Renton Page 3 November 28, 1984 S17416.A2 charges. We will keep you informed on a regular basis as to the estimated percent complete of the project versus the engineering budget available to complete the work. It is our intent to assist City with the necessary engineer- ing services to ensure the pump station is constructed accord- ing to the design original intent. However we would like to do this within the original budget and trackiiq this on a regular basis will keep us both informed of the status. Sincerely, Barry Barnes Proiect Engineer ct:se5545y MEETING AGENDA At: Renton City Hall On: Thursday, December 6, 1984, 3 p.m. Project: S14176.A2 Minutes of last meeting Review progress since last meeting Correspondence not yet finalized Pay estimate regues'Ls and required forms Force account or lump sum payment for extra work Plans for site work next 2 weeks by individual week Submittals intended/required - Any other business. se241m1 MINUTES OF MEETING Held: November 29, 1984 At: Renton City Hall Project: S14176.A2 - 'I"i. g " " This memorandum is a record of a meeting from 3:15 p.m. to 5:45 p.m. Present were: City of Renton - Ron Olsen Barney Ruppert Puget Constructors - Dennis Burke CH2M 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 reouired by the city. It was agreed that Barney Ruppert was the site inspector with CH2M HILL providing him backup now that the underground pipe work and accesr road were completed. The city had se241kl requirements regarding building and electrical inspection and these must be adhered to. It would not be possible for Puget to deal with only one pers--n on inspection. There was discussion on the chlorination room partition wall where it had not been possible to pour concrete at the same time as the other foctinas. The site conditions were explained to Puget with backup from recorded rotes. Puget stated that there had been many changes on the job 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 12-inch drain line o Connection to the 12-inch discharge line and con- flict with elevations o Delay in testing due to high point created o Requirement to raise the roadway and building 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. se2dlk2 Dennis Burke wished to be informed of problems as they occurred, but it was stated tha' 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 HIIL would try to respond. There was discussion on the permits that the contractor was required tc have for the work and there had been some con- fusion in that area. In the following 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 se24lk3 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 meeting had accom- plished a useful purpose and that there woula be meeting every following Thursday at 3 p.m. se24lk4 UGET CONSTRUCTORS 1335 East Uh Avenue Utympa WeunnvtW"501 Pro"12061 754-9911 December ?. 1991 Mr. Barry Parnes CHZM 4112 P.O. Pox 91500 Bellevue. U9 99009-2050 Mr. Pon Olson !Utility Engineer City of Penton 200 M111 Rvenue South Renton, L19 98OSS WITON FUMP STRIION kn a _ vrow t av, it, norE near Parry ti Pont Rs per our previous discussions, the fallowing is our proposal 'or pert orning extra work on the above refarenced project . In addition, certain credits have been applied where ue have supplied leas than the spsifsed materials. Th- following paragraphs present the credits end additional work =121 T.5 Two credits have been incurred to date. They ere tar the reduced 211Ja of lendseapinu materials (ground cover ved lrers? because of availability of materials and for the deletion of poi Wrap on the ductile iron pipe. The credits are as fallwsr Reduced Landscaping l2ti2.00 Pol Wrap �.3i?SL1 T019L CREDITS l585.00 ENGINEERING / CONfMUCTION / MANAGEMENT H00*T*11MHL WORK The coat of additional work as as follows! (1) STORM SEDER - Since the storm sn>er adjacent to the raver does not ex,zt, at uaa nrcrneary + • devote two days• time looking for the• l,m , approximately one days' time sur v:•y,!eyl f+v +' .. line and the Metro lane and Qev-L•+;::r:g preliminary drawings. In addition. two m,.r. days were devoted to exploring for thr !!r•tr,. line. Total cost, not including as follous+ Bac"oe 21 firs tl Operator 3? hra !t S2R 9?"' r +, n! Super. 14 hre F t?9.SOlhr • + : Laborer 6 hra p 623 95.rhr Surveyor ? hra P !?H A?.,t:r +n Cost s..• ,I OM ti P R 20X IOTHL COS1 (2) RHISE 0000 - The price for rai Bing the read .urd Pump station slab was Presented letterrarl :,-: ui uur letter of November 16, 1481 that 81',9135.00. (3) TELEMETRY SYSTEM - The cost of anatall uul th.• telemetry system an shown nn our drawana +`, follows, Eight new telemetry boxes $1—Wf Ili! Risers d Topa SIP.; y,, Conduit (3") R $2 bS I,f,l 19 ,if Box Installation 1,410 tit! Conduit Installation i,?011 lilt Load IL haul excess concrete (29 loads) 1,11t.O utt Restoration of lawn It repair of sprinklers 1,1 I0 0p Cost $0,.121 95. Contractor OM d P ].y_yq_71? TOTAL COST COST t19,Hh5 7.1 -2- M INSTRLLRTIOH Of SUDDRAIH Subdraln pipe DP OD Drain Rock 197 DO Inatallatl an -"A V4 Coat R760 DO Contractor OH 8 P 157.f1Q TOTAL COST $912 Ull (5) RUBBLE 01SPOSRL Jackhani er Re'oual Y710.till Load out 61U Do Haul 8 Disposal Cost Contractor ON 0 P TOTAL COST f1 ,670 S7 (6) JOB SVRCK Job Shack Rental 6 no x %aAW-o 2.tVmn Il i,s6O lit) Contractor ON 8 P _77U 011 TOTAL COST s1,6?ll till (7) DELL HERU MDOltlC4T1UNS Hddltional Coat PUC Coated Conduit over coat of 61P x 7 a76? .f9 Pipe bending mach. . !. it'i tape !Il O6 Uelding mach 9 materials B welder pyy yO Excess planning, material acquisition 6 installation coat Eng - q bra ! Sio 160 00 Oraltsmen - 8 hrs 0 S20 160 011 Electrician - 12 hrs 11 $34 -10_QO Labor —*770 Q1l Cost t1.257.57 -3- Contractor OR fl P —_Sp IOIRL COST !I.•a!t OU Total additional cost items 1 through 7 is es fallousi (1) c`nrn sever work to date $2,61H 3Y (2) vaise rnad fl pump station 719s% OU (3) Tel enetry svaten 9,Hti6.74 (U Sub drain 912.0U (S) Rubble disposal 1.670.S7 (b) Job shack I,620.OU (7) Well head nudificatio" 1. Wj-Qf1 IOTRL. RODITIONS $26,374 7) TDTRL CREDITS SS96 DO Requested Change Order No. 1 t25,6911 79 Ue uou)d appreciate a change order on the ahwr• r.•f er : m.•A uork as soon ea possible and pavnrnt for work ccnplrted leeDCNNtS R. OURKC, P E . OA t.oml.,.nY, In,. �� uuL1111�v�� P.O. Box 6248 f (IF' rn��nn 8ellevde, Ushingion „\ U (N'S 98008-0248 q~ aq eO Mtarit 7474202 e�o mAer 7 1984 TO Pont Con€tructon _ „Renton Puma Station 1235 E. 4th Avenue -Purchase Order I1079 Olympia, Washington 98501 _ WE ARE SENDING YOU ] Attached _ under separate rarer via tM lollaeaig Rams: Ln Shop drawings _ prints C Plant L3 Samples C Specifications ^_ copy D' letter _ Change order Conn It �T red, nucit'"'m 11 6/84 Intent to Par Preva111n¢ Wa e g_- apo,Egvgg__ — t THESE ARE TRANSMITTED as chacked balm.. For approval ADproved as submitted ❑ It"uOm.t—copies for approval k' For your use Appmeed as noted ❑ Submit—_Copies for dutnbutmn C As requested _; Returned lot corrections U Raturn_CornctW prints C For review and comment FOR BWS DUE_ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: Susie McDonald _ rrwt�+a ew e.er a seafaaret are r r sese,sr4 wry veer eave MINUTES OF MEETING DATE: Friday, December 7, 1984 PLACE: Penton City Hall PROJECT: S17146.A2 RE: well No. 9 Pump Station This Memorandum is a record of a meeting from 3 p.m. to 4 p.m. PRESENT: Ron Olsen/City of Renton Barney Ruppert/City of Renton Dennis Burke/Puget Constructors Barry Barnes;CH2M HILL Minutes of the last meeting$ as recorded were circulated for comment and agreement. A discussion ensued on "changes in procedures" as brought up by Puget. It was agreed that nei- ther the City nor CH2M HILL were directing construction per- sonnel how to do the work. Suggestions had been made to assist the Contractor. If these were taken as directives the assistance would cease. No specific instance of chang- ing the Contractors methods or schedule, other than for rea- sons associated with permits or approvals,were cited. The possibility of using high-early cement for concreting in cnld weather was raised by Puget Constructors but no pro- posal or request was made. Progress during the week had not been es much as expected or planned. The trees had been planted and were slightly smaller than specified. The plants were not )et delivered. Disposal of chlorinated4e,t water was discussed and this must not be discharged dl—rectly to the river because of fish kills. Travel time for force account work would be paid in the ratio of hours worked. It was stated by CH2M HILL that submittals were required on, inter Masonry Block; manufacturer cer�ificate Masonry Subcontractor Doors and hardware Roof truss calculations Roofing details Ventilation equipment Miscellaneous specialties Paint se;5524PP1 Work would proceed on setting four telemetry bow,as an ex- tension to the contract. Work during the next two weeks would be: o Floor slabs and pump block o Sidewalk o Test the drain line o Install the CA-Valve and above floor piping o Drain and flush the 12-inch discharge and ,"am" for City to connect to existing after Puget Con- structors assembles all fittings required It was stated sod would not be placed yet. It was Puget Constructors' intention to finish all below grade work, grade out the site and then possibly have a break in con- struction until sometime in January. This break would be used to submit and obtain approvals of items such as masonry blocks, roof framinq,metal roofing. By the next meeting on December 13, CH2M HILL would be pre- pared to discuss work at the Metro 42-inch sewer. ses5524PP2 MINUTES OF MEETING DATE: Monda; , Dec-tuber 17, 1984 PLACE: Renton Cit•, Nall 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 Barney Ruppert/City of Renton Dennis Burke/ Puget Constructors Barry 3arnes/ 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 riot witnessed and must be repeated. There was a discussion on coordii:ating with the City Inspec- tor the planning and performing of work. There had been problems in this area resulting in the inspector making se5544D1 needless trips to the site and work being performed without inspec !on. 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 Issaquah, subject to CH2M HILL approval yet to be given. Next pay 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. CH:M 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 0V t"t -� a PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 9 235-2631 o A' MUNICIPAL BUILDING 200 MILL AVE.90. RENTOK WASH.90055 0 9 c0,9'E0 SEPIF011 BARBARA Y. SHINPOCH December 11, 1984 MAYOR Municipality of Metropolitan Seattle-Metro Mail Stop 62 821 - 2nd Avenue Seattle WA 98104 Attention: Mr. R.K. Saundaas Director of Technical Services rentlemen: The City of Renton is constructing, by contract with Puget Constructors of Olympia, well No. 9 Pump Station in Liberty Park adjacent to 1-405. The station and its facilities were designed to conform to the recomnendallons in recently completed report entitled "Well field Protection Study--City of Renton" prepared by CH2M HILL, Inc., and approved by the Department of Social and Health Services. The contract includes work to discharge surface runoff from the new access road, from the existing Parks Department parking area, and form the playing field, to the existing strom drainage system. That system was installed as part of the construction of War Apartments of World War 11. The storm sewer system discharging to the Cedar River is shown on the enclosed xerox copy of the wartime project drawings. Design of the Well No. 9 Pump Station facilities provided for the above- mentioned runoff to discharge through the 12-inch storm sewer to the river as shown on the above drawing. Also enclosed is a copy of part of two CH2M Hill drawing sheets for the current construction contract. The City found that the 12-inch storm sewer was not open to the Cedar River and assumed that It had been damaged in the area near the river by deposition of blocks of concrete believed to exist in that area. Therefore, the work shown for the current contract was intended. It has been determined by excavation that the 12-inch storm sewer was broken through in the area of the 42-inch Metro sewer, presumably at the time that Pipeline was laid, to facilitate Its Construction, The 12-inch storm drain is at approximately the centerline exevation of the 42-inch pipe. A difficulty therefore exists to utilize the storm drain for the intended purpose and to conform to the approved requirements of the wellfield protection study. Muncipality of Metropolitan Seattle-Metro Page 2 Oe:ember 17. 1984 The City has incurred expense, through its contractor, to determine the nature of the problem and to confirm that the Metro 42-inch pipeline construction had in fact brokcn the 12-in0 drain. Excavation took place on 25 September 1984, and again on 26 and 28 November 1984. Bill Mostered, Metro staff, was present on 28 November and took photographs of the excavation. It is essential that the above-mentioned runoff be discharged cc the Cedar River. The City,ther^fore, requests that Metro designs and constructs, as soon as possible the modification to the 12-inch storm drain which should have been provided in the 42-inch construction. nVery truly yours, Ronald Olsen Utility Engineer :ckd Enclosure: Copy drawings (3) cc. Leo Morales, Metro /Barry Barnes,CH2M HILL, inc. _ e LB 'W ELECTRIC SUPPLY, Inc. l ( y uu DEC 28W4 720 CHESTNUT S7 S t BRANCH OFFICE ¢ n= PO Box 247 474 NW NORTH ST - O1vA/Pbk WA 08507 CHF7AUS WA p9SS^ BUILOING 2ONINC DEPT G..t (206)943-3773 (206)746 sa8.' J�at. 'y, City of Penton DeoemMr 14, 1984 20U Mill Avenue Houtr Renton, MA aeo", C,en tlemen: we are vending you the attached notire na J. pan :,t tl. r.utInt of conducting our buoineas. These noncom are sent o,; ua, bUtom.,u cally on all jobs where we f o urntsb material upon O;v rder of someone other than the owner of the property. In this way we comply with the law in all cases and you, as owner, are Fully informed re,•erding ail material ordered for your iob. We are pleased '.a hen the opportunity co serve vo.t through your electrical oontractor. I.' ,You have any yrob;ema Witt, the electrical equipment supplied, .e hope teat both you and vcur contractor will make use of any help we mTF6t be ahle to .-ive. Please feel free to call us at any time. Very 'truly voure, Mb Dlti:J� President RS/Kls enclosure cc; Puget Constructors no MATERIAIMEN'S NOTICE n DEC 2 8 N4 BUILDING:ZONING DEPT To_ City of Renter _ (Owmi Add" 200 Mill Avenue South — Mntoa, yA 98053 YOU ARE HEREBY NOTIFIED that the un&mrwd is and/or has fumsthad materials and Well *9 Punp Station supplras,«equy)ment for uM opal Mat certun building,smxture or _C1tY Ftoitot V-118 _ now Wing mrtetr Nd Or speared upon cartam premises in King __CwnN, located at lianLeaa 11aLLatf1II__—.___.._ upon the request of birdlime the same as Yow contractor or agent,commencing on N9I9Q9[_9 ,19 . A Iran may W claimed for all materials and supVltet or equipment furnished thareon. by I 0 undatsyned for u1e This ROOCe is sent 10 you es the owner«reptded owner of sold Prowy Pursuant to R C.W. f10.04.020 be armndad. DATED __Da"be _19,_1964_. S 8r_YFLECTBIC_ .3MC._ Pe 0. BOX 2047 OLM211a__Wl.___ __---- NOTE Mau inn nonce by Fegateie.l w cernned man not later than 10 days after dam of first dHlwry of material, supplies. Or equlPmenl used m s.ngle family ,"Ideme Or garage and not later then 60 days dureaher for all Other tyPet of ComlruChnn. "Taa4l aMMY NOTICa Waea'eeUrn 1pN MM1 Co eneryVe WA in,T re +e MATFinaI May NOT OF REAROWCED iN WHMF OR IN PART IN ANY MAM 0114TNO1VFn Faoc DAM WIiCT q .Ks.'�.a.- -�• �F.?,«a-. 7 , JKa rr-� _�:r� � a+'<h.. .,.��i_. LJ� __. QNt 4' f ®.....t �. <. � A. .YR. t-..... �.,.,"..o_. I;...,.Q,a�<. d a..Qa �To oNt*+e� t..�.�.G�.Jda��.1 1�.�..+�...t..+C. �. n.w n..,.•.ay Cr....i , ',.� o....l /7w c.� eL2..—,-e -{.e....r d+�.."+-nit �^e. rr•t..Cl ��. -J tj Cao.� .f?l' •l •� ',f�j/il..4wf -I L.a'� ( .? :."—.°'—�-.� sr- .( yf Mu'�C.� e.�a -tr'1.,q ..,..� .�aa�.a.lJ m� ✓ne...r o—�y J-•4e�e��..��E� / Jet "�fr.� n j ate. r iio +-+._t}.:�. �,t ..t-<..� Yr'G,.rG,�.CR �.^L...C: •� �•\...._l, Vt 34 £. M, Y .I ,r toiant�,i 'hi, n f,o gal tetMrnwtl wm nKl to a n..'I tun form of commonmefun that wel both In'.. 1 r aq MJ ltlaa cna Eglneers Planners • Economists scientists rw, December 31, 1984 S17146.A2 Puget Constructors BAN 1235 East 4th Avenue 3 19gs Olympia, Washington 98501 Attentioe.: Dennis Burke, P.E. Gentlemen: Subject: Renton Well 9 Pump Station Chlorination Equipment The selection of a booster pump f�- the chlorin:,tion system has been reconsidered. Please supply a Sta-Rite JHG3 pump with 2-horsepower, 230/460-volt, 3-phase electric motor as originally submitted with TMG Services package of October 15, 1984. This selection is based upon the followup criteria: 0 80-psi back pressure 0 Feed rate 12 gpm 0 100 pounds chlorine gas per 24 hours It is anticipated that a maximum chlorine gas rate of 20 pounds per 24 hours will be required in the initial years of the station operation. The i-otameter should therefore be equipped fur a range of zero to 20 pounds per 24 hours. Please comment if the J4G3 pump will not meet these criteria. It is understood that the Sta-Rite pump will be less expen- sive than the specified Aurora pump. A credit of $200 is anticipated. If you are in agreement with all the above, a change order will be processed.. Sincerely, Barry Banes 4 Project Engineer sm/seAWlj cc: Barney Ruppert, City Inspector George Stahl, City of Renton CM2MHU ar SMomMOV� 15M 11-0 Ave SF..eetlava WnMhOV" 2064535000 PO 9w G1500 aW� WMh-V?0M 980M2050 UOETCONSTRUCTORS .2a5 CW mn Aram O�YmPa wnn�nyim%50. Pno.w IX16i�si%)� January 3, 198S Mr. Barry Barnes CHZM Hall P.U. Boa 915D0 Bellevue, UR 90009-2050 Renton Uell No- 9 PgTu Stafaon Dear Mr . Barnes, Uv are in receipt of your menu of Uecrnbe. it, .guy Concerning the subject project Ue would ,pto recelvang the following as soon as poss,bles (1) R decision on the chlorine pump to be urrd (you have copies of both subm:itals one rejected and one approved); (2) Information required ,n order to approve Eastn111 Masonry as subr.ontractort and IA) Completed pay estimate Mo 1 request delineating retaanaue and salee. to. Of significant importance is the extra work which I.a> hers performed. Some of this work d..1ra hack 16.r•e no.J Ls or more The bulk of the extra work was performed two mnntlm ago. R considerable amount of money Is Involved U. note that our payment request Included the oust acacia algid will, the extra work while your payment rniuest un uui In.Ix,11 did not include said extra work It Is my recollection that the extra work uaa ursolo,111y to be un a T S M basis. Hvuever, subSeyuent dis..uaaioo, resulted In a decision to perform the extra wink on av agreed fixed fee basis. During our netting of necenbe. 17, 1984, Puget agreed to supply 1 u• backup on 16e uumbev of loads of waste hauled from the site W.• sulu.cquenlly supplied that information. ENGINEERING i CONSTRUCTION I MANAGEMENT Several basic questions must be resvlved at Thar. 11n: tit preclude future difficulties They are as inl Lx+si (1) Is the extra work to be performed or, a 1 11 M basis or an agreed upon feel (2) If the extra work as to be performed Or. a 1 M lusts, will you agree to pay for the time involved in preparing ell documentation requiredy (3) if the extra work is to be perturned an a fixed fee basis, what supplemental information do you deaare9 Please adu a se as soon as possible wr.it tlsit wr• caw be paid for the work that was performed some time ago / 'V//X � UIMMIS M 11URKE, P.E. -2- Engonws PQ r,er5 • Foonc m„• Sc enrs+s January 9, 1985 517146.A3 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dennis Burke, P. E. Gentlemen: Subject: Renton Well 9 Pump Station--Future Ordered Extra Work With reference to page 2 of your letter of January 3, 1965. we fully agree that it is very desirable for arrangements to be made and understood by all parties before future ordered extra work is performed. The following parts of the contract documents have always been applicable and will be strictly enforced from this date forward. o Clause 20--"Alterations" of the General Conditions of Contract will apply and specifically lines 9 throw . 16 thereof. c Clause 65--"Payment for Change Orders" of the same conditions will apply. Some items to note from application of Clause 65 are as follows: o The Owner will define in writing contemplated extra work and request a written quotation. Nj work shall proceed on extra work until instructions have been issued in writing to Puget Constructors, The instructions may be provided by the City Inspec- tor or CH2M HILL acting for the City. o Except as modified by the above, extra work shall not proceed until a Change Order has been prepared and signed by all parties. C."M.0 INC Wa 'V" 1W.453500C Puget Constructors Page 2 January 9, 1985 517146.A3 o Force Account work, after written authorization will require full compliance with all the terms of Clause 65.c. Particularly with regard to daily record keeping and signatures on the job by the super: itendent and the inspector. Other supporting material, such as weight or trip tickets, may be required. Payment requests for force account work shall be in the form to show addition of the correct percentages for labor., material and equipment. In reply to your specific questions on page 2 of the January 3, 1985, letter: (1) The method of payment will be decided each time specific extra work is contemplated. (2) Clause 65, page 29, lines 9 through 11 anticipates general documentation of support to be included in the fixed fee percentages. Unless requests for support data involve extensive expense, payment for time involved will not be made. We do not envisage such a circumstance arising. (3) Supplemental information for lump sum, that is, fixed fee, extra work should include sufficient labor, material and equipment breakdown to allow the reasonableness of the ruotation to be analyzed. Unit prices would be beneficial to the analysis. It is anticipated that this letter will be discussed at the scheduled meeting on January 10, 1985. Sincerely, Barry Barnes Project Engineer les/se5540B cc: Ron Olsen, City of Renton Barney Ruppert, City Inspector 0__ mEi%o ' Municipality of Metropolitan Seattle EMdwuWBMg. a 921 Second Ave.,Seattle,Washington 98104 January li, 1985 Mr. Ronald Olsen Utility Engineer City of Renton Public works Department 200 Mill Avenue S. Renton, Washington 98055 Dear Mr. Olsen; This is in reference to your letter of December 17, 1984, regarding a 12-inch storm sewer in the vicinity of Metro's Cedar River Interceptor Section 1 and Liberty Park in the City of Renton. On November 27 and 29, 1984, Mr, Bill Mustered of this office attended the job site mentioned in your letter and witnessed the uncovering of a drain pipe on +.he north side of the interceptor. As Mr. Leo Morales of this office indicates you on the phone on January 4, after receiving your 1 , we have made an exhaustive research of records ava. . le pertaining to the design and construction of the Cedar River Interceptor. So far, we find a�_�lutely no reference to any event lead- ing to the problem with the subject storm drain. The absence of any historic record that could validate the contention that the storm drain was not repaired due to negligence on the part of Metro during the installation of the interceptor puts us in a position difficult to be able to solve your problem. The other factor that makes this claim difficult to evaluate is the length of time that has transpired since the construction of the interceptor. In view of these facts, we regret to nave to deny your claim as stated in your letter, however, we would be glad to assist you in any way we can in finding a solution to the problem. Your questions on this matter can be directed to L-o Morales at 447-6670. Very truly yours, t j 'R: F. candaas, Director a<� Technical Services -KS:LM:ae ✓AN j CC: Leo Morales Bill Mustered n y AGENDA 21 i. s_ �•.�. g4 =XURY, JANUARY 0, 1985, 3�-p-Ma•• RENTON CITY HALL o Minutes of December 17, 1984 meeting. Comments and/or action remaining. --Pressure test on 12-irch ductile piping M. � �.,. --Job superintendent to attend progress meeting --Chlorine pump selection made and Puget informed - OK- --Site work performed since December 17, 1984 - --Safety at Metro 42-inch excavation OW"O 2cy1"e --Pump delivery status — e A'4CS dXA%'M' - --Masonry subcontra5tor and block samm4les Rio (Vtn64f { w.N: . tw�M1� --Pay estimate No. 4 processed to City --Back-up to extra work requests truck weight tickets received --Electric motor is specified weatherproof and can be installed at the contractor's convenience o Other comments on previous minutes o Resolution of extra work payment requests dated Novem- ber 16, 19, 1984, December 7, 1984 (copies enclosed) o CH2M HILL letter on future ordered extra work dated January lam? 1985, and Puget Constructor's letter dated January 3, 1985 o New construction schedule bar chart required o Dates for receipt of required shop drawing, etc. , sub- mitted as previously discussed but not received o Restart of site work and notification to City o Status of Metro 42-inch crossing o Time and date of next meeting o Other business se5547il +'IND',ES OF MEETING DATE: Monday, January 21 , 1985 PLACE: Renton City Hall PROJECT: S11146.A3 RE: Well Nc. 9 Pump Station This memorandum is a record of a meeting from 1:30 p.m. to 3:30 p.m. PRESENT: Ron Olsen, City of Renton Barney Ruppert Dennis Burke, Puget Constructors Marshall Williams Barry Barnes, CH2M HILL There were no changes to the minutes of the last meeting, Decemoer 17, 1984 which had been previously mailed out. The agenda for the January 21, 1985 is attached to these minutes. No site work had been performed since the December 17 meeting. Factory test data on the pump had not been received by CH2M HILL. They were expected and would be expeditiously processed. CH2M HILL's letter of January 9, 1985, setting out the pro- cedure that future extra work required written authorization before commencement, was handed to the contractor. There was general agreement that it was in the best interest of all parties that tighter control, based on the contract doc- uments, be exercised. Some discussion ensued to clarify the intent and implementation of written authorization without unduly delaying the progress of the work. A new construction schedule in the form of a bar chart was requested from Puget Constructors. This would be supplied at an early date. It. was agreed that all required shop drawings and submittals for the project would be mailed to CH2M HILL by February 5, 1985. Particular emphasis should be placed on the roof trusses and submittals needed to enable the masonry work to proceed. CH2M HILL had many weeks ego requested the name of the masonry subcontractor and samples of the proposed blocks. Puget Constructors intended to install the pump as soon as received. Masonry work would not start before the pump was se5544PP1 in place. No date for restart of work was given. Puget Constructors was requested to notify Barney Ruppert when work was to restart. A letter from Metro had been received by the City ane no decision for construction can yet be made. Chamfered masonry block would result in a 3-month delay and would be investigated. All embedment items for the masonry had been received by Puget. Clympic Structures, Inc. of Olympia had promised Puget Con- structors all roof truss submittals and drawings by January 25. Pioneer Sheet Metal was the roofing subcontractor and had yet to provide to Puget required information. The masonry subcontractor proposed by Puget Constructors was Easthill Masonry of Auburn Ite`.ephone 206/883-71831 . CH2M HILL had not yet approved this subcontractor. It was pointed out to ^uget Constructors that 5 1/2 months of the contract time had elapsed and 4 months remained. The next meeting would not be for at least 3 weeks and would be scheduled by Barney Ruppert as circumstances dictated. Attachment: Agenda se5544BB2 mr=TR0 Municipality of Metropolitan Seattle EwdrlW N4 •UI baud Aw.Seattk.wmiurwm 9@Ru January 22, 1985 Mr. Ronald Olsen Utility Lngineer City of Renton Public Works Department 200 Mill Avenue South Renton, Washington 98055 Cedar River Interceptor Dear Mr. Olsen: To comply with your request .luring the phone conversation of January 21, 1985 with Leo Morales, please find enclosed a copy of the "Utility Easement" pertaining to the sub3ect Interceptor in the vicinity of Liberty Park located in Renton. If you have any questions, please do not hesitate to contact this office. Very truly yours, Susan M. Solbery Right-of-way s Property Supervisor SMS:Imp Enclosure ccs Mr. Leo Morales - 65 e � �j a �-rMfJ UTILITY EAStY" THE CITY OF RRNTON, a a ricipal corporation of the second class under the law" and statutes of the State of Washington. herd natter �,referred Co a Cre elfDtar" �rl to m nsideratton of the sum of One Dollar and other goad and valuable cons ld•ra t(oD, the rccelpt of i% heteb, Acknowledged, does by tueaa presents convey and grant unto the MUNICIPALITY or METROPOLITAN jEATTLZ, a Washington Corporation, and its asrtgns, all easement for the purpose of installing, constructing, operating, maintain Ing, removing, repairing, replacing add using a sewer line with all connections, manholes at.id appurtenances thereto, together with the right of ingress and egress tot the tforsstared purposes, to, from, across, along, under and to the following described property situated In Renton, King County, State of Washington, to-wit; s A parcel of land 10 feet vide, being 5 fast in width on each side of the center line thereof, said center line being ewrc particularly described as follow.- B..gianing at a point on the southwestedy margin of State Highway No. 5 (Maple Valley Road) distant northwesterly thereon 30 feet from the most easterly corner of Cedar River park as described in Condemnation Court Cyder No, 440308. dated April 17. i052, on record lu mar office of the King County Clerk; th.nee S 47030'15" 'w G72 fast;Lhtnce S 37043'34' W 455.Y0 feet; thence N 88024'34 W 360.27 feet;thence N 720301n5" V 324 feet more or lcaa to the easterly right of way line of State Highway No. I Grantor, howv%er, reserves and retains all right, title and interest which may be used and enjoyed without interfering with the easement rights bereft, conveyed, including use of the suttee* land within said easement. Grantee, its successors and designs, hereby agree and covenant, at its own cost and expe,ue, to indemnity and save hsrmless the Cityi of Renton from any and t ail damages, Judgments, cost, claims, expenses, cause of action and demands of every kind or n.ture which may arise and result by reason of or in cur.sequtnte of or in connection with the installation, construction, maintenance or use of Said utility esa..-ant, anti Grantee to further defend any such action or claim, wlcnnuc cost or ! expense to the City Of Renton. Reference is hereby made to those certain aonLra4t document% entitled ' '!Matra Contract No, b2-2" and paragraphs 115.07, 08, 09. C1.lo (achedult 2), Cl.l2, sub paragraphs "L' , "26's "3'., '.4" and "5", paragraph Cl.`5 are hwrooy tucorirracad is and Wade a part of C1S Utility r aemant as chv minimum requlrem.nts co he .mposed on Grante.'s Contractor in favor of and tot the b*netiL of Lnt rity-01 hsnn:vn. An i y va4286 Pw ► :.:_� w � L t 1;1 b I fl^ andonemont of public liability insurance tovurage on the par; of the Contractor da Lai $hall be furnished uucu rho City of Renton, prior to any cans cructianrwamming and dealpnating GrartLOr as an addltional insured thuceun. Granter turther covvnents and agrees to provide for restoration of surfaces and otbe% teprovnmen[s as noun as the constructi m wurk wWiLn the easement area hereinabova specified n..a oc;n completed and all such ratcorstion work shall requlr the writtea approval of Grantor. necvA thil✓ / gay 0t —y' ,• 'J•,. , .' CITY or R a sun I corpora v Ili, Mayor I By City Clerk STATE Or wAShtNGTt1N ) as COUNTY OF NINC ) On chit.:,{.,n:.y of March, li6., before me the unuersignod, a Notary puhl+r in and for the stet, u\u• Jaahingtan, duly cumlaetuned and nwo;n, pvraona Lly.appe.,r.a FRANK { ALIM'r.NT and Ii SLMitE NELSON, to ma known to be the Maur and City Clerk resprctivety � the Cf•v of 0..nwn, the run t:lpal corporation that axecuteJ cue lur ugotng lostnmtn ! anJ acknovl.di,ed the said instrument to be fhe tree end voluntary act slid Saed of said cvrputa, :an to. th, u•es and put puce• d, er.tu s,entiuned and oil oath atatcJ the they were auc.,,,rlaed to eaecutu the said instn,meut and that the acal •[heed is th corporvca •,ai of said corporation. WITNESS my band auJ official seal h.•L• cv aflixed the d.,/ and ]vsr t:rat i �Y�YwF,{'t rwn. ""try Wblis lurid tot t. d vL/C A Yaahington, residing at { 144INRetard ' •, s ,m Of RF Z A OFFICE OF THE CITY ATTORNEY RENTON,WASHINGTON U (/ ►} Z MIT 1.0 a I,w 9H,EET E a<n.0n wa,,.c*o" NwT saa.Nn LAWRENCE I WARREN, crt..Trgo¢r DANIEL KELLOGG, .sas•uT C.T•.TTO T DAYID M.DEAN. .suv. I cnr urp.w[. rf0 SE7tf"'- MARK E.BARDEII, saaTUT uT•.TTp„na. ZANETTA L.FONTFS, .sas•u. c11T.TIO . January 23, 1985 MARTHA A FRENCH,.aauu• a•..TTo..,,. Mr. R. R. Sandaas, Director Technical Services Municipality of Metropolitan Seattle Exchange Bldg. 821 Second Avenue Seattle, WA 98104 Dear Mr,Sandaas: nave been forwarded your letter of January 11, 1985 to Mr. Hon Olsen, Utility Engineer, of the City of Renton. That letter was written in response to a letter to you from Mr. Olsen dated December 17, 1984. In his letter Mr. Olsen indicates to you that an existing storm drainage line from the City of Renton was broken through in the area of a 42" Metro sewer. Historically, the City of Renton storm sewer was in place first with the Metro line coming second. Those two pipes are at an identical or nearly identical elevation. Therefore, it is quite clear that the City line was broken during the Metro installation. In your responsive letter you indicate that there is no historical record that can validate the contention that the storm drain was not repaired due to the negligence on the part of Metro during installation. You also claim that the length of time that has tranupir.d since construction makes the claim difficult to evaluate. Respectfully, the City must reject both of these reasons for not honoring its claim and insist that you re-examine the facts. This type of claim is not one that is particularly time sensitive. In fact, the law would appear to be that the city need not push its claim until it discovers that it does have a claim. The reasoning behind this rule of law would appear clear. One cannot insist on payment of a claim until one knows that a claim exists. Mr. R. A.Sandass January 23, 1985 Page 2 In the second instance, the lack of historical record would not appear to resolve this dispute. Rather, the positioning of the lines and the timing of their installation point clearly to negligence on the part of Metro. There is a legal doctrine referred 'o as "res ipsa loquitor" which lice•ally translated means t;. thing speaks for itself. The doctrine is frequently encountered in construction cases, particularly when there are conflicts with utilities. That doctrine would appear appropriate here and would point to Metro'■ negligence. Since the City, in court, would only have to prove that it is more probable than not that this damage was caused . , Metro's installation, the City's burden would not appear great. The City of Renton certainly does not wish to institute a lawsuit against Metro. However, we do think it appropriate that Metro follow the suggestion contained in Mr. Olsen's letter and design and construct a modification to the City's storm drain to remedy the damage caused by Metro`s 42" line. Since my letter discusses legal theory, you may wish to refer the letter to your legal staff. In any event, I await your response. Very truly yours, Lawrence J. Warren LJW:nd cc: Ron Olsen Richard Houghton Mayor W- 71? UOETCONSTRUCTORS R35 Ent Qn e.enW O"P.. W."14' ••Awl vnoro i205175AAi1' January 21, 1905 Mr. Ron Olson, Utility Engineer City of Renton 200 Mill "venue South Renton, UR 980SS Remo W—rIj—euno Station M. 9 Oear Ron. This letter will confirm our willingness to construct the storm drain system over or under the netry line However, we would like to twee some input into the design of the system so that we caw nininlze the risk associated with such construction. Please advtue concerning your desires. 1 W10415 " RURKE, P.C. ENGINEERING ' CONSTRUCTION MANAGEMENT FROM; colpo ,, (NC. • stir ♦ [� DATE / . �+}►r-�+►�-� PRO ICY NO/ S 177 1 't. /r Z 2 •w e4 �Js.- a_l SUBJECT k Ott•. Ht4 i4YB RG9Gn VaE NMB Nh l FEw MMI1M b OB 4 FI11BgR M wo of wo"MW4**§on wW*0*w"m omm#nN�R4 wUgiY,+w CFROM: CH2M HILL INC. H2M PG far 9f � p HILL &.,f,,/J1: f+ t. E'.,rt �� IQ„W.+L _— ►weer I[,Q,-)A 17 f 4 6 .1 i ��v-..I .4 tdr► .ti t iQe ---- weaCT a, talil,R R i • fl.Z.:..G✓ rA^ "A—Aa.+-- �. cl--t &J— -sir" — ----- - 1'all,o446 _ — --- - REV 677 FORM 176 M�f inldrewl MItMIMYJ M.EYipnW M M IWW ~ /dm of(gRI6W1mmt tit sill Eo- ilm TM4 IPwO Ytl IMYt.oo.b Engineers Plonners • EConomr,ts Sc entrslt January 31, 1985 517146.A3 Puget Constructors 1235 East 4th Avenue Olympia, Washington. 98501 Attention: Dennis Burke, P.E. Gentlemen: Subject: Renton Well 9 Pump Station Change Order No. 1 We enclose for your review, approval and sionatare, three copies of Change Order No. 1 to the above Contract. It has been drafted in accordance with discussions at the January 21 meeting, and your letter of January 24, on Additional Work. Payment for the job shack has been based upon 25 percent use by the City with 15 Percent overhead applied. Payment will be added as appropriate to each progress payment processed. If you are in agreement with the terms of the Change Order please sign, date, and forward two copies to the City for final execution. Payment for the covered extre. work will then be Processed as Payment No. 5. If you wish to claim other Payment please advise. Minutes of the January 21 meeting are also enclosed. Sincerely, Si Parry Barnes Project Engineer dw:se5515TTT Enclosure: Change Order No. 1 (3) Minutes of Meeting cc: Barney Ruppert, City Inspector e ten•�:. .ae $9Crh9 orrea +5ro-1141,n�s e e�.wov,N" Zoe 45J 5a Po a 915W 961*109 Wo. iriq"9KXN2OW Contractor: Project No. 517146.A2 Puget Constructors Project: Well No. 9 P.S. 1235 East 4th Avenue Owner: City of Renton, Olympia, Washington 98501 Washington Date: January 24, 1985 CHANGE ORDER NO. 1 TO THE CONTRACT FOR THE CONSTRUCTION OF WELL NO. 9 PUMP STATION CITY OF RENTON, WASHINGTON This Change Order covers the changes indicated below to the sut,ject Contract. Upon receipt of an approved copy of this Change Order the Contractor is hereby directed to perform the work in accordance with the provisions of this Change Order. Itemized additions or deductions are exclusive of Washington State sales tax. 1 . Raise station one foot to create a more effective pollution control berm. Addition: $ 7,678.71 2. Delete polyethylene encasement of ductile iron pipe. Deduction: 324.00 3. Provide 1-gallon junipers in lieu of specified 2-gallon plants. Deduction: 262.00 4. Perform exploratory excavation to locate 12-inch storm sewer at 42-inch Metro crossing and propose construction changes. Addition: 2,507.75 5. Provide access road subdrain south side to parking lot due to excessive groundwater. Addition: 898.00 6. Break up, load, haul, and dispose unanticipated concrete building footings. Addition: 1,670.57 7. Provision of job shack for City Inspector shared with Contractor at $64.69 per month during active construction work. se5550hl CHANGE ORDER NO. 1 1 Nov. 16, 1984 through Dec. 15, 1984 @ $64.69 Dec.16, 1984 through Jan. 15, 1994 @ $0.00 Jan. 16, 1985 through Feb. 15, 1985 @ $16.17 Addition: 80.86 8. Modify probe tubes to accommodate revised facilities. Addition: $ 1,362.68 Total increase in Contract amount (exclusive of sales tax) WA ILK The amount of the basic contract is therefore increased in the sum of Thirteen Thousand Six Hundred Twelve and 57/100 Dollars ($13,612.57) , and it is agreed that this increase constitutes full compensation to the Contractor for all work added, and full credit to the Owner for all work deducted, by this Change Order. The contract time shall not be increased from the originally specified completion date of May 22, 1985. Except as herein modified, the terms of the basic contract shall remain in full force and effect. ' Original Contract Amount $197,860.00 Net increase this Change Order No. 1 13,612.57 Contract Total inclusive of this Change Order but exclusive of Sales Tax. 211.472.57 Sales Tax (8.1 percent) 17,129.28 Contract Total including Sales Tax 1228 601_85 Endorrsseeddd,by Puget C tructors By •6 '� Lt'.�� Date - Title A Approved by CH2M HILL, Inc. Authorized by City of Renton By By Title Title 1^,46IIC �XtkS 01/1W00 Date Ake Date J[+N, 304 19$y se5550h2 CHANGE ORDER NO. 1 2 Contractor project No. 517146.A2 Puget Const.uctors Project: Well No. 9 P.E. 1235 East 4th Avenue Owner: City of Renton, Olympia, Washington 96501 Washington Date: January 24, 1985 CHANGE ORDER NO. I TO THE CONTRACT FOP THE CONS^RUCTION OF WELL NO. 9 POMP STATION CITY OF RENTON, WASHINOTON This Change Crder covers the changes indicated below to the subject Contract, and the Contractor is hereby directed tc perform the work in accordance with the provisions of this Change Order. itemized additions or deductions are exclusive of Washington State sales tax. 1. Raise station one foot to create a more effective pollution control berm,.. Addition: S 7,678.71 2. Delete polyethylene encasement of ductile iron pipe. Deduction: $ 324.00 3. Provide 1-gallon junipers in lieu of specified 2-gallon plants. Deduction: S 262.O0 4. Perform exploratory excavation to lo- cate 12--inch storm sewer at V-inch Metro crossing and propose construc- tion changes. Addition: $ 2,507.75 5. Provide access road subdrain south aide to parking lot due to excessive ground water. Addition: S 699.00 6. Break up, load, haul, and dispose unanticipated concrete building footings. Addition: $ 1,670.57 se5544AAI 7. Provision of job shack for City Inspector shared with Contractor at i64.69 per month during active con- structio.i wort. Addition: To be made on each Pay Estimate 8. Modify probe tubes to accommodate revised facilities. Addition: 6 1362.68 Total increase in Contract amount (exclusive of Job shack and sales tax) §11A U1a..1 The amount of the basic contract will therefore be increased in the sum of Thirteen Thousand Three Hundred Forty and 91/100 Dollars ($13,340.91) , and it is agreed that this increase constitutes full compensation for all work added and full credit for all work deducted by this Change Order. The contract time shall not be increased from the originally specified completion date of May 22, 1961 . Except as herein modified, the terms of the basic contract shall remain in full force and effect. Approved: CH2M HILL, INC. By Receipt acknowledged and terms Title G►Ze'zcT and conditions agreed to by .+AnAaa2 Puget Constructors this day of 19RT Date la---rd Jo i.5aS By Authorized for: City of Renton Title By Date Title Date jcl/se5544AA se5544AA2 En9 veers Pion ers • F�cn ,�sr; Sc e-1 srs January 31, 1985 S17146.A3 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Dennis Burke, P.E. Gentlemen: Subject: Renton Well 9 Pump Station Masonry Block In reply to your two letters of January 24, 1985, relative to masonry work, East Rills Masonry of Auburn is approved as a subcontractor. The sample blocks provided by Mutual Mate- rials are also approved. The required sample panel shall be constructed and approved by City Inspector, Barney Ruppert before proceeding with the work. All masonry construction shall be in accordance with the specifications with particular regard to the section on weather conditions (Specification 04230 page 4) . Squared block corners are approved in lieu of chamfered corners. Sincerely, Barry Barnes Project Engineer dw:se5515000 CC! Barney Ruppert, City inspector C"2&4wl.uC Seor!k Off a 15x 144M Ave Sf.96ie WmhmV" ZW 453 s3X' eo 80 01WO ewavue Wash,Wr 9&--09 2050 UGET CONSTRUCTORS IM Ent uh•venue Olympia.W&ahingmn g8W1 Phone 1Xb1 7"*71 February 9, 199S i Mr. Ron Olson Utility Engineer City of Renton 200 Mill Avenue South Renton, UA 98USS i Renton Well-Pump Station No 9 _ Chanec Urder�} Dear Ron. Enclosed are three copies of the change order for the abavc referenced project. In accordance with the January 31, 1986 letter from Harry Barnes, I an sending these to you for your execution and payment processing as Payment No S. If further information Is required, please advise- DENNIS H. BURKE, P.E . enc FES 6 ENGINEERING / CONSTRUCTION { MANAGEMENT %METRO Municipality of Metropolitan Seattle E%Lhaniie Bldg. •821 Strand Aw_Seattle.Wa%httgthm%io4 February 8, 1985 Mr. Lawrence J. Warren City Attorney City of Renton P.O. Box 626 100 South 2nd Street Renton, Washington 98057 Dear Larry: Dick Sandaas has referred your letter of January 23rd to me for response. While admittedly my judgment about matters such as these is influenced by the knowledge I have concerning the way in which Metro handles its construction jobs, I believe thera are far more likely scenarios for what happened to the City of Renton's storm drainage line than the one you suggest. The plans and specifications for the laying of the interceptor had identified that line, although those plans did not identify the depth of the line. In other words, it was the clear responsi- bility of the contractor to work around that line without harming it. However, because the line was found at or near the depth of the interceptor, since we didn't provide the contractor with deoth information, he no doubt would have been entitled to a change order in order to solve the problem created by the intersecting lines. Likewise, I know that on a job of this magnitude we have insnectors on the job most of the time; the City of Renton had inspectors on the job since it had placed some significant qualifications on the manner in which the surface was to be disturbed. The scenario you suggest would have required both inspectors either to have failed to note the breakage of the Dips, or having_ noting it to tell the contractor to forget it; it likewise would have required the contractor to fail to seek a change order based upon the unfore- seen circumstance related to the depth of the intersecting pine. My feeling is that the most likely scenario is that the City's pipe, which was then some 22 years old, was already disfunctional at the time the interceptor was laid. Another possibility, if it did break at the time of the digging of the trench, is that the City advised the Metro inspector to go ahead with the line and not worry about the connection. Mr. Lawrence J. Warren February B, 1965 Page Two In laying the kinds of lenqthy lines that we have to lay, we cross other lines all the time. When we know about the existence of the line, as we did in this case, the line is set forth in the plans and specifications. When we don't know about the line, we ordinarily ascertain what its functior. is and by change order protect it during the excavation. Never do we simply permit our contractors to break a line and forget about it. I therefore cannot agree that the existence of the break in the City's line near the Metro interceptor occurred as the result of a project that occurred 23 years ago. Very try1u('1(l�yours, RichareA. Mattsen Administrative Legal Counsel RAM:pa cc: Mayor Barbara Shinpoch Dick Sandaas Richard Houghton Ron Olsen Engineers P00nners Eccnomisrs Screnhsts February 6, 1985 517146.A3 Puget Constructors 1235 East 4th Avenue Olympia, Washington 96501 Attention: Dennis Burke, P.E. Gentlemen: 3ubiect: Rentor. well 9 Pump Station--Construction Progress This letter records our telephone discussion of February 8, 1985. o The well pump is in Seattle. if weather permits, work will re-start sometime next week with pump installation. o The approved masonry subcontractor has withdrawn from the job. A replacement will be proposed for approval . Please expedite. o It is your intention to arrange with the paving subcontractor for coring suspected thin areas in the paving. Please notify Barney Ruppert so that. he can be present. It may be necessary for the City to withdraw, on the next pay estimate, money already paid on the paving item. Providing your arrangements proceed, the City will not take action at this time. o The updated construction schedule promised at the January 2: meeting has not been received. Please expedite. o The submittals for roof trusses and all outstanding submittals were promised by February 5. With the exception of a small electrical panel and the wall hydrant, no submittals have been received since the meeting. CV2y.14 iM_' 590m6 O"Ce 1500 11d A,e SC ftMv NGV.Vb 2064S350X 00 ON 9150C 6Y wovwp 4&100.Mc • • Constructors Lary 8, 1985 6.A3 o It is understood that you are assigning Glen. Huff, an experienced engineer on your staff, to take over thia project in order to expedite its completion. t realized that the weather has not been favorable for .de construction. It is hoped that it will improve. we !at you proceed with all necessary submittals for approval estart construction at the earliest possible date, prior notification to Barney Ruppert. -rely, n Barnes ict Engineer iekwl s Ron Olsen, City of Renton Berney Ruppert, City Inspector w-118 Engineers loners • Econorna's Scentisis February 25, 1985 517146.A3 Mr. Ron Olsen Utilities and Engineering City of Renton 200 Mill Avenue South Renton, Washington 98055 Dear Ron: Subject: Well 9 Rump Station Engineering Services Our letters of November 14 and 28, 1984, regarding the unan- ticipated services we were providing on the above project, promised that we would track the engineering costs versus the original budget and keep you informed. You will be aware, from the City Hall meetings with the con- tractor on January 21, 1985, that there have been continuing administrative and technical probler ,. that have required our constant involvement in the project. We have therefore re- viewed the construction phase engineering costs on thi proj- ect iersus the authorized expenditures. As of January 24, 1985, we have reached the maximum billable amount of $14,500 for the services during construction phase of the work. This amount shall not be exceeded without prior City authorization, but construction is by no means complete. However, much of the work, we have charged to that phase should properly be classed as onsite observation services. We still have authorized expenditures for that work of $9,000. We therefore propose charging all future work on the con- struction to onsite observation services. ':here is also $4,200 st4l remaining in the authorized bud- get for Cther Services. This will be required for items described in the contract, such as O&M manual, record draw- ings, project startup, and miscellaneous other authorized services like the Metro 42-inch crossing design. �_v;M"'" .NO Seams Cl`ce 150a 114MAe SE.Ba»+u ue Wwh"VMt 2 35(%lC P 0&W 9150,Bwl9 c.W. 20'i' Mr. Bon Olsen Page 2 February 25, 1985 S171<6.A3 It had been expected that our involvement in the project would have decreased by now. You are aware that it has not and the reasons therefor. We will continue to track job costs and report to you. Sincerely, Barry Barnes dw:se5547oo 0 CONTRACTNS BONDING & INSURANCE CO. City of Renton STATUS 200 Mill Ave. S. Renton, WA 08055 BOND:wi2jl sar lli000 11o66 14o 28 PRINCIPAL:Puget Constructorn OBLIGEE: Rome As Above DESCRIPTION: weii no. o Aver CONTRACT AMOUNT f ' Ststicn, W-TlR TM DBNMCMU'S 31ONDM N d INSUROLWE CO.le Surety m:he ahme Bottd we will spptttdatr ymr awilm tlm theewvldkN dte I. A du tlm reMuestee hebw,W rttumNg tiw rum to es eo Wt nim,hive cerivvi It aam kdwd sw y m the m lm" Th A m for Yc ma of Wa Meer is atudad fw You,flies,aq a dnMeer n91Y emMepe ls erchted frt Ymu CmRdma Tbatd ym for yar amlr�, yous very tmly. Red Dryem::tc it IF THE CONTRACT HAS BEEN COMPLETED: I What was the ontnplenm date?__ ___ Dap of Acaepume7 ].Whet wee tlw n ul coarse plea? tw hdl enxamid dpn paid? 3.Was in,work satislectoty? c have all lanr W materiel tills Ism paid? IF THE CONTRACT HAS NOT BEEN COMPLETED: 1.What pen..a of the welt hat beat�nmpM4d m date? 2 TOW amaat paid to dw CaaHlTw to daw S 107 S7 u 1 What is tip atnmat cd the irtalnaµe wnhMkT! k is tip Cmtncur payi,W hb lahw W twaW tiBs? t S.Wlat Is the anticipated date of mmplepm? N.tC i9 E, IL h tip work%ping soomplWad W proQmhy YtldaeMly7 7.tl the alll e W no.s is to,pl aW eaplan. Firm Cl7Y Of awroq B9 _ I/�•lri. fnt•wli5•� (TNlal ',de: 3�3�85 Add,m: e?00 MILL AA: S TrfMapr. 935 '4b3( P0, BOX 9271 as 1213 VALLEY STREET, m SEATTLE, WASHINGTON 98109 a (206)622.7053 Pe,'(-CT <oN5'T/�'I�+TaRS __Jam. 9Bsi1V-6M*#�Olvml Washington MWI w• �25� �a w// T II Phone 120.51 754-9669 vnoe L� YT T .Av; —9!,71 TO �l f y 121 cuA WE ARE SENDING YOU X Attached ! Under separate cover via the tollowby dams'. L7 Shop drawmp ❑ Prrds C Plans �7 Samples L Specifications ❑ Copy of letter C ChanSe order L C n DATE NO- _ pl3CairtgY To C NJ! !r lGa fs THESE ARE TRANSMITTED as checked below. ❑ For approval Approved as suhmitted Resubmit _ copies for approval ❑ Foi your use Approved as noted Submit_-copies for distribution As requested Returned for corrections G Return corrected prints ❑ For renew and comment O FOR BIDS DUE. 19_❑ PRINTS RETURNED AFTER LOAN TO US KMARKS_. . COPY TD__j u•�bwm.n.•r..,a.a..rav wur.•.r..... �f� �' _ GET CONSTRUCTORS t ZfS Er1�m�wna� O+^pn W�smnp,on 9a50� March 26, i98S Joe Gunter 4808 South ZOth Kent, WA 98032 Dear Sir: I am writing this letter to request a copy of the 'STATEMENT Of INTENT TO PAT PREVAILING WAGES' for the Renton Pump Station I9 Contract. Thank you. Sincerely, Glenn H. Hough, P.E. Project Manager Dennis Burke Ron Olson, City of Renton IZ ENGINEERING i CONSTRUCTION / MANAGEMENT RM GETCONSTRUCTORS Im A"m Q 9650, March 26, 1985 Queen City Industries P.O. Box 988 Seattle, WA 98111 Dear Sir: This is to confirm my phone call of March 25, 1985, requesting a campy of 'STATEMENT OF INTENT TO PAY PREVAILING WAGES" for the Renton Pump Station 19 Contract. Thank you. Sincerely, '6 � � W Glenn H. Hough, P.E. Project Manager cc: Dennis Burke , Ron Olson, City of Renton ENGINEERING / CONSTRUCTION / MANAGEMENT UGETCONSTRUCTORS �sas py1�ro Awnw ObmDi w�zr.yio�985D 'k1 w March 26. 1985 Lakeridge Paving Company P.O. Box 543 kent, NA 98032 Dear Sir: This is to confirm my phone call of March 25, 1985, requesting a copy of "STATEMENT OF INTENT TO PAY PREVAILING WAGES" for the Renton Pump Station N9 Contract. Please submit the 'CERTIFICATION OF PAYMENT OF PREVAILING WAGES' also. Thank you. Sincerely, Glenn N, Hough, P,E. Project Manager cc: Dennis Burke Ron Olson, City of Renton � ENGINEERINO 1 CONSTRUCTION / MANAOEMENT RUGETCONSTRUCTORS m Ep,4Ih Arene* Olympia,WAShington INWll ,JCS March 26, 1985 V 6 J Trucking 4616 South 200th Kent, WA 98031 Dear Sir: I am writing this letter to request a copy of the "STATEMENT OF INTENT TO PAY PREVAILING WAGES" for the Renton Pump Station N9 Contract. Thank you. Sincerely, Glenn H. Hough, D.E. Project Manager cc: Dennis Burke Ron Olson, City of Renton ENGINEERING / CONSTRUCTION / MANAGEMENT TRANSMITTAL From._ Barry Barnes/dm To: City of Renton `---- - - ------ 200 Hilt Avenue S pate. Apri1 1, 1985 -- - Renton, W .38055 Our Pro _ just No. Sll�'.___...... Attn:- Barney Ruppert IF MATERIAL RECEIVED IS NOT AS LISTED, RENTON NELL NO 9 PUMP STATION PLEASE NOTIFY US AT ONCE WE ARE SENDING YOU RS ATTACHED ❑UNDER SEPARATE COVER VIA a SHOP DRAWINGS ❑ TRACINGS ❑ PRINTS 0 CATALOGS O DOCUMENTS ❑ COPY OF LETTER ❑ SPECIFICATIONS COPIES DATE ITEM 1 3/29/85 Submittal number R-41-16050. CARLON THERMOPLASTIC ELECTRIC ENCLOSURES. REMARKS__ COPY TO EDAM -------- REV me, 0 CIRCUIT P[� O M^r.9 CfXtedQ171,NOTE-, CARLON'S UNIQUE FOAMED THERMOPLASTIC G� ,i._-E.: i'aeaec w.o NTsieMrt dLECTRICAL ENCLOSURES COMBINE MECHANICAL, 4, THERMAL AND ELECTRICAL PROPERTIES WITH EXCEPTIONAL CHEMICAL RESISTANCE,YET ARE PRICED REASONABLY ENOUGH FOR USE IN ALL ENCLOSURE APPLICATIONS. - - 3-29�s i ' a C Appxwtfow: Carton Circuit-Safe enclosures aerecommendad for Product FMtures: Confining and Pmwcting electrical devices,as pull Circuit-Safe enclosures provide excellent resistance boxes for ronouctors,as easy access junction boson to a wide range of corrosive reagent&.withstand when making sphas and taps in conductors and for corrosive atmoSphares ac,da,alkaline%,oils,calls,wet branch circuit runs where quick entry is required for and dirty environments. Sy Stem changes arld,ot maintenance. These JIC non-metallic enclosures are unaffected by Clrcuti-Safeencb%urescomelnthraelypes NEMA, rain.wind and temperature changes Sleal gray color JIC and MOLDED JUNCTION BOXES.They provide has excellent weatheratuny and color retention non-hacarduu3 Idoo,and Outdoor imstallations as Characteristics It the recommended and sPeciflc defined by NEMA deslgnahons ecd sub-divisions for protsdure for Painting is followed pawl will not chip or voltages Up to we volts peal from theta enclosures. LIL Lleturi Circint-Safe enclosures.less than one-half the weight Circuit-S Its 0ACXsura3 meet UL500 required of mete boxes,are easy to harrow and Install They ate perform&ice levels ULSOB Is the industrial control designed to be 100%interchangeable with present classification which Coves Industrial Contractors, standard mounting teat and back panels T hey can pre relays.proximity switches.etc quit it ty cut or or l fled with at,rider hole saw or on 11 bit NEMA Doatpllence: Other Pwtures Designed Into ClicuH-date: A water-tight seal of on resistant material excludes No tough corners.sharp edges or burrs Hlgh impact dust libuids.and oils thorNly enabling various CNcwt. strength*rminates dents or enclosure deformation, Sale enclosures to COMOVIll the requirements of High temperature resistance Non-conductivity- NEMAI-2-3-3N-38-a-a 1 3Or JIC EMP-vEGP-I eliminate&accidental shock High insulation application{ characteristic Permits direct mounting and provides CSA CMtttloatiee: Oreee'usable Internal volume.If desired.Eliminate, mletnsl conderganon probihing.Telescoping lid EncbWres arc CSA certified for enclosure a and 5 design and stenies,steel cover screw&Ample interior applications, space for ease of wing. 2 It?- 4 1-/60sr Uff JIC ENCLOSURES WITH HINGE COVER UL 5N .Isted to Industrial Control I iineis ;+K Meo;NFMA I:3 3.3S IAO I I3 Cbwn Dpw e"ml 1 u.larfD W+1� _ 4 \ou O ra l • x I _ fir a" 1d m __M.M / 0 M M R IT Wei w�i POMP UDC tll� MNi 1.4IIM% MIN I%O%WA W i% ft V. 2% D%I O 1 !) Im CR1 44.74 1%N4 Am 941/%,4% M M I IN. '.a IN 1 1% 1 IIa 1 2 1 I 1 21 Iela — GNOS lObfy M%N% 1O4111 IIhN4N4 R% I% w .% 1% 1% IM 0 1 1' IIIIII _ oulw IMM4 ID4•Ih 1211.1 U4, IOW ft %. }% tit IN 0 1 14 It GIIItl IUIM% 114MD% 144.10 IfIM1 GNIM lull 1% N%.124 I4I.12 I111,1a%A% ft 144 M4 f%I a% I IN 1 1 1 1 1 N Y WM MY M.,.I,NII wP M,M,%Y.1�.MI DNl W nMM aM%M W I•I,I.wMM W rW 1%MMy r��W futi QYMO�IM MwW t11rf.I1I A1114 Yf1...b11• 1 2r'-4i—/6CSA m -" ' CONTRACARS BONDING & I SURANCE CO. City of Renton STATUS 200 M111 Ave. S. Renton, VA 08055 ,�I��'II�OC BOND:'10?671 SBC 01000 11066 140 28 1 PRINCIPAL:Puget Constructors OBLIGEE: lame As Above DESCRIPTION: well No. o p,wp CONTRACT AMOUNT S .v ,B6o.6o Station, Y-71A TV.COWRACTORS NONCOM=1 U45URAWE CO.W%Nary m Ile aooae BMW We eW spprmu*yoI,� Is Po"A t uv W ortrmun repmsmd baba,boo rervrltrna the Imm to N aD rhi ve rrmy hove a rrrro euv.WNnmo,n m th ulpuoab Ina A dogibu le ropy of uaa bar M aaaehd Ar yolr nlaa,aM a elms reedy ftw opr m erduod er w cvlvaaarce TLana ya ar your aerWmarLa Yura very OWy. 7An Lorraine Bmd Omy mumor IF THE CONTRACT HAS BEEN COMPLETED: — n <-lx e5 1 Wlmr arm Lhe mmplalol Jere] _ de d AreeparRy I Waal eu me Arml catrrt prrQ] �(yO amm ra eeee we- �f NEW all labor am rnaraW AW aaan pad?IF THE CONTRACT HAS NOT BEEN COMPLETED: 1.Whir Morro or um ema Ima em,mmplemd b&w? -11. 7S I Taal amolru pod to the GeWacmr b dam.I 3 Whr W the an w l of de remumaa muaem7{ a V ure Coium,w oam,his moor ud matmw buo __ l a!a-t•• W e WIWI m Ne an4elpamd dale at oompleum] _ .va D M ♦N =+., Q Is the emrl eeuta I,,.VLJed and WWMa"arfldaC10e11y1 LlY A,1 l Y Ma. Cw 7.It ua-sever to m a W m,pataue e,pj= —4c., Afr.srn.-r r sw,a u� Ayer: C kCM !I,, INC r19;r.D-y..,•- h C',lY OF RENTON RECEIVED PPR t 1a8' pLpO"%G DEPI. 1dq&A. A 55 S.ai37 PO BOX 9271 6 1213 VALLEY STRCFT B SEATTLE. WASHINGTON 98109 0 (206)622-7053 TRANSMITTAL Fronw Barry Barnes/dia City of Renton 200 M111 Avenue S Aoril 2, 1985 ._.._.._—�_._._ __ Rentona_M11. 98rr-_5 — Our Project No. . S17146.A2 n— AttrS:_._ MATERIAL RECEIVED IS NOT AS LISTED. PEASE NOTFY US AT ONCE Re:_ RENTON WELL NO. 9 PUMP STATION WE ARE SENDING YOU la ATTACHED 0 UNDER SEPARATE COVER VIA SHOP DRAWINGS 0 TRACINGS p PRINTS p CATALOGS O DOCUMENTS 0 COPY OF LETTER p SPECIFICATIONS L, COPIES DATE ITEM 1 4/2/85 Submittal number R-42-08000. HARDWARE SCHEDULE. REMARKS Make corrections noted. 1� r. COPY TO ' �� • wt:� nes HARDWARE SHCEDULE FOR RENTON WELL PUMP ST4TIO4 NO. 9 •TtWE>HtLD AT c+ttc9iQrz Roan Architect: CH2M Hill MUST Be DCTRUDED B�,ot,IZE/ Contractor: Puget Constructo NOT AL.UMI)Jum. Agent: abcom PrLL V,1EATktR5TP-tPPIUG E rccjZ, Box 99025 Seat HOTTems mor 'TBE PAim-re TO Seattle, WA Gets MATCH DOD2 IF L,36T Attn: Dean Gers net F�2n11sFIED 1AJ t39"ZE ANuDIZGp. HEADING_L HARDWARE I 1 Door N1 from exter r to telemetry LHR 1 Door 02 from exter Or t0 Chlorine room RHR 3/0" X 7"10" x 1-3/4" HM x HM 4 Pair Hinges T13M314 4 1/2 x 4 1/2 NRP 630 2 each Closers 7500H 2 each thresholds '��W01'I 7 WoKK \0j AL 2I6AV x 3L 2 each Door Bottoms 1S1A 36 '24"U6aDeetuY 2 sets Weatherstrip 305AR (2-3611, 4_96") HEADING, 2 HARDWARE 2 1 Door M3 from exterior to Pump Room LHR 1 Door Y4 from exterior to Pump Room RHR 3'0" x 7'10" x 1 3/4" HM X HM 4 pair Hinges TO AG�1314 4 1/2 x 4 1/2 NRP 630 1-1 2 each Closers 7S00 AL 2 each Threshold �W��T WICK rll 2 eacn Door Bottom ISIA 6AVx x336 3j41 UIJVVjte_�T � 2 sets Weatherstrip 305AR (2-36-, 4-96") Hinges - MCKinney 0 NO EXCEIpoNs NOTIO CIOS,.rs - Norton i)K0.OAF COnx2CT*%$WprED Weatherstrip d thresholds - Pemko 0 ArJ' 'ItD 0 MAUAA0 nr6Ue MIT PLEA% hUSTALL C,ocaekg pti1 )A1T&Q1* s1C)6 (PARALLEL AeM), . . - . . :,..r sou'... ,J ON se6XH e- 4.9-Od4ca TRANSMITTAL From. Barry Barnes/da_ To: Ci-ty_gf Renton �_..- 200 Mill Avenue South April 2, 1985 _ ---- .. Date: .-- -- Renton, WA 98055 Our Project No. 51714¢ A2 - Attn: Bt _._ o i I r . IF MATERIAL RECEIVED IS NOT AS LISTED. PLEASE NOTIFY US AT ONCE Re: RENTON WELL NO. 9 PUMP STATION VIE ARE SENDING YOU p{ ATTACHED OUNDER SEPARATE COVER VIA AAl SHOP DRAWINGS ❑ TRACINGS ❑ PRINTS D CATALOGS ❑ DOCUMENTS O COPY OF LETTER O SPECIFICATIONS ❑ COPIES I DATE ITEM 1 Submittal number R-41-0741Z. 1100FIFLASHING_DETAIL_____— REMARKS Revise and resubmit FORMS COPY TO REv Ivan 1 - �VE✓7^AQ6-MF WAfNEF! S S SCtfWS XV -'N. O•C. Ar ASA?T&A/f Ar 6orW 5i4Dt'y of GC! AC40� SBCrA?N 1 P!?OVIOE DETAIL GG Tc4 RIa66 � I � 2 GUG6e5T TNA7 CiRT N® To ,k'i excevrlGN5 MO ED BE ATTACHED Amecol MffE1V ,wo Rc oG _ _,,_�-..._, •ry c LIPS AiTfX Rl06E /5 XEJWVED. �J PPRoV DE RA'ti! a/VERrE� LU-rMC . too 4: -v Co vE4 f'cArE 7. Ar .rAC;A As ' x .EPMO✓A i�.L .QLYi/ SICriON A71A41VlD I - wrsr NiG OQiM� WASNA�CFt S,L, Ec.«fWi �. - TJ....z--A—s a ♦ O � O G .elewrvN C-ory JiC. W-9/1 ' + Ar 31tr*"CYK/ Caw GV ONF' • • — V-l4 Engineers Ponner5 • EconcmVs Scennsts April 5, 1985 517146.A5 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Glenn Hough, P.E. Gentlemen: Subject: Renton Well 9 Pump Station 42-Inch Metro Crossing As you are aware, there has been prolonged consideration of the method to be adopted for cross:, l the existing 42-inch Metro pipeline by the new 12-inch storm drain. Enclosed are drawings and specifications for the work that will be part of your pump station contract with the City. The enclosed plan and separate profi--, have been Frepared from the field data taken by Glenn on March 12 and forwarded to us at our request. The instrument was set up over exist- ing Manhole IA with zero azimuth to Manhole 3A. E1 vation data was then taken on azimuth 202 degrees 25 fi&rlb the top of the bank. The ecclosed profile plots the field data on that azimuth to the top of the bank and continues with change of direction to the river. A manhole will be required, and at the top of bank would be deep. Although the profile is on the line described, it is desired to locate the manhole at the bottom of the slope and therefore of less depth. A liio can be chosen that should not interfere with the small ..rees in that area. If the trees are unavoidably damaged, the City will replace them at no cost to your company. The new manhole 30 feet southwest of Manhole IA shall be 54-inch diameter with 24-inch sump below the invert of the existing '.2-inch drain, which will be broken into. "he out- let elevation of the existing 12-inch at the river is not known, nor is its elevation at the new manhole. The profile assumes a constant fall to an assumed elevation at the river. C"2m ma,WC $ev'1b Ckhce 15(q_I1d Avg Sf.aVWr W�gW 21X 453 SAY Po aw 91500'&,Wu WOSN�gW 98WQ 205: 4 • i Puget Constructors Page 2 April 5, 1985 S17146.A5 Thi" is probably the worst case, and the pipe may well be higher at the proposed manhole. The exact top surface of the Metro 42-inch pipe must be lo- cated and 6-inch clearance provided to the underside of the new 12-inch PVC drain with sand cushion between. Minimum slope shall be 0.005 feet per foot. You are aware there is a high-pressure gas line parallel to the Metro 42-inch pipe and also sprinkler piping. The proposed manhole at the foot of the bank shall be 48-inch diameter. The new 12-inch PVC pipe shall continue as shown on the plan to the river penetrating the retaining wall with elevation top of pipe approximately 30.13, the same as the 12-inch ductile iron drain a short distance downstream. A flap valve is required on the 12-inch drain at the river. In order to minimize damage from vandalism, this valve shall be a Mueller A-2540-6 with flanged frame, or equal, attached to a short length of 12-inch flange by spigot iron pipe, which shall be grouted into the retaining wall. The hevends of the flap valve hinge pin shall be sc t welded removal of the pipe and flapper. The two new manholes shall be provided in accordance with APWA Section 63 and Standard Ilan No. 34, enclose6, as mod- ified by the Special Provisions enclosed. The oil separa- tor, shown on sheet 2 of the contract drawings, shall be installed in the proposed deep manhole and the riser portion shall be omitted. The added work shall be performed in accordance with all applicable conditions and -equirements of the station con- tract, and the City desires a lump sum proposal. Subject to approval of your proposal, a change order will be processed for the added work. Now that use of the part by the public is increasing, the City desires the work to be completed at the earliest possible time. Please submit as soon as possible your lump sum proposal for the added work. The work now required supercedes and ex- tends the work shown on the original contract drawings, which was included in the lump sum contract price. Your Puget Constructors Page 3 April 5, 1985 S1714F 45 proposal must show a deduction for the originally proposed work so that our estimators may review the additional cost involved. A two-week time extension is proposed. Please contact us if you have questions. Sincerely, i� Barry Barnes 1cl:s i548y Enclosures cc: Ron Olsen!City of Renton f Engineers Planners • Economists Scientists April 5, 1985 517146.A5 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Attention: Glenn Hough, P.E. Gentlemen: Subject: Renton Well • Pump Station 42-Inch Metro Crossing As you are aware, there has been prolonged consideration of the method to be adopted for crossing the existing 42-inch Metro pipeline by the new 12-inch storm drain. Enclosed are drawings and specifications for the work that will be part of your pump station contract with the City. The enclosed plan and separate profile have been prepared from the field data taken by Glenn on March 12 and forwarded to us at our request. The instrument was set up over exist- ing Manhole 1A with zero azimuth to Manhole 3A. E1gat ion 6QX data was then taken on azimuth 202 degrees 25 -Eo the top of the bank. The enclosed profile plots the field data on that azimuth to the top of the bank and continues with change of direction to the river. A manhole will be required, and at the top of bank would be deep. Although the profile is on tha line described, it is desired to locate the manhole at the bottom of the slope an, therefore of less depth. A line can be chosen that should not interfere with the small trees in that area. If the trees are unavoidably damaged, the City will replace them at no cost to your company. The new manhole 30 feet southwest cC Manhole lA shall be 54-inch diameter with 24-inch sump below the invert of the ex: Sting 12-inch drain, which will be broken into. The out- let elevation of the existing 12-inch at the river is not known, nor is its elevation at the new manhole. The profile assumes a constant fall to an assumed elevation at the river. C112M i*U NIC Swo Once 1500 114m Ave S F "Wise 601M pQ on 2W 453 5C'k P 0 BW 91bw germ.ue w N'V n vB009X50 Puget Constructors Page 3 April 5, 1985 S17146.A5 proposal must show a deduction for the originally proposed work so that our estimators may review the additional cost involved. P two-week time extension is proposed. Please contact us if you have questions. Sincerely, n Barry Barnes jcl:se5548y Enclosures CC: Ron Olsen/City of Renton SPECIAL PROVISIONS SECTION 63--MANHOLES 63-1 Description Add the following: Manholes 54 inches and 48 inches in diameter shall be as shown on Standard Plan No. 34 except that the cone shall be eccentric and the manhole steps shall be as specified in r these Special Provisions. Manholes shall be constructed with precast wall sections, cones, and slabs. Cast-in-place bases shall be used as specified herein. Manhole components shall conform to ASTM C 478 except as otherwise and additionally specified herein. Cones shall be eccentric. Provide bnockouts, unreinfo.rced knockouts, or cored holes where pipes enter manholes. Heights of wall sections shall be such that openings for pipes are not at joints. Base slabs shall be minimum 6 inches thick with No. 4 reinforcing bars, 8-inch centers, both directions in center of slab. Joints shall be confined gasketed type with rubber gaskets conforming to A3TM C 443. Tie wall reinforcing to base reinforcing for bases with in- tegral walls. Deformed bars shall be used for base and slab reinforcement. 63-2.02 Steps Delete 63-2.02 and substitute the following: Manhole steps shall be made of minimum 3/4-inch galvanized steel bar conforming to ASTM A 36. Steps shall be 12-inch- wide minimum, center-to-center of legs, and shall be drop pattern with a 2-inch drop. Bends shall be made around a one-inch-radius-minimum, 2-inch-radius-maximum mandrel. There shall be 3-inch minimum embedment in precast concrete manhole sections and 4-1/2-inch minimum projection from the face of concrete at point of embedment to the center of the step. There shall be a 2-inch hook on the embedment and. Galvanizing shall conform to ASTM A 123 and shall be done after bending. The installed steps shall be located to provide a continuous ladder with steps equally spaced vertically in the assembled manhole at 12 inches, plus or minimum 3/4 inch. They shall be capable of withstanding a force of 350 pounds, applied at a y place on the step and in any direction that projects from the point of application., with no permanent deformation resulting. se5548zl o • Puget Constructors Page 2 April 5, 1965 S17146.A5 This is probably the worst case, and the pipe may well be higher at the proposed manhole. The exact top surface of the Metro 42-inch pipe mubt be lo- cated and 6-inch clearance provided to the underside of the new 12-inch PVC drain with sand cushion between. Minimum slope shall be 0.005 feet per foot. You are aware there is a high-pressure gas line parallel to the Metro 42-inch pipe and also sprinkler piping. The proposed •aanhole at the foot of the bank shall be 48-inch diameter. The new 12-inch PVC pipe shall continue as shown on the plan to the river penetrating the regaining wall with elevation top of pipe approximately 30.13, the same as the 12-inch ductile iron drain a short distance downstream. A flap valve is required on the 12-inch drain at the river. In order to minimize damage from vandalism, this valve shall be a Mueller A-2540-6 with flanged frame, or equal, attached to a short length of 12-inch flange by spigot iron pipe, which shall be grouted into the retaining wall. The ends of the flap valve hinge pin shall be spot welded to prevent removal of the pipe and flapper. The two new manholes shall be provided in accordance with APwn Section 63 and Standard Plan No. 34, enclosed, as mod- _ ified by the Special Provisions enclosed. The oil separa- tor, shown on sheet 2 of the contract drawings, shall be installed in the proposed deep manhole and the riser portion shall be omitted. The added work shall be performed in accordance with all applicable conditions and requirements of the station con- tract, and the City desires a lump sum proposal. Subject to approval of your proposal, a change order will be processed for the added work. Now that use of the part by the public is increasing, the City desires the work to be completed at the earliest possible time. Ple,ise submit as soon as possible your lump sum proposal for the added work. The work now required supercedes and ex- tends the work shown on the original contract drawinls, which was included in the lump sum contract price. Your 63-2.06 Cast Iron Frames and Covers Add the following: All frames and covers shall be cast iron and shall be of the size and shape detailed is the Standard Plans except that the cover shall have only one one-inch-diameter hole. Cov- ers shall have the work SEWER in 2-inch raised letters. frames and covers shall have plane or ground-bearing sur- faces to ensure flat, true surfaces. Covers shall be true and seat within frame at all points. Frames and covers shall be set one inch below adjoining surface and covered with City of Renton astro-turf cover. 63-3.03 Bedding In the first sentence, change "Section 61-3" to `Section 61-2,02." 63 3.07 Grade Adjustment Delete 63-3.07 and substitute the following: Concrete grade rings shall be used for manhole extensions. bricks or blocks will not be allowed. The installed grade rings shall be provided with a 3/8-inch mortar lining and outside faces. 63-3.09A Rigid Pipe Connections Delete the last sentence and substitute the following: A watertight joint shall be provided where the pipe passes through the manhole wall by utilizing an asbestos-cement manhole entry coupling that is mortared into the wall. Pipe connection into entry coupling shall be sealed with a rubber ring. 63-3 Construction Details Add the followin Plugging Existinj Sewers in Manholes Where shown on the Drawings and as directed by the Engineer, plug existing sewers in manholes. Concrete used for plug- ging sewers shall be Class C . Concrete plug* shall extent a minimum of one foot into the pipe being plugged. Concrete shall be compacted inside the pipe to effect a watertight .al. se5518z2 • ti WhKh peel has bAboddia such is ms: "Iat lhe star] said iii, N an together. 01I1► PORTtAND CIIFNT PavWnd pe ient shall conform to the ngw,,a,W of the swill-Lion,for Poi Comm]ASTM C 150,said may be mr<nt Weed g1Ata grMfo/pRCpFMf. Stael reWortant shall oonsigt of rare conforming u ASTM A 82 or ASTM A 436,or Welded peel nre fabric eadornuiff to ASTM A 185,or ASTM A 49T or ban of Grade eo or Grade FU peel conf(irrrung to ASTM A 615 ig"MC AOMM(IATEA Agrmplo, shall corJorm to ASTM C 33,accept that the nquawin et lo,grada4un rhaD Ml soy ta Prwt dasea. gL1D LORIRIE TLe m4dun of sggregalos,Gant and sister atoll produce a Itomopneo l mature of such guabl)'that the concrete Nl cordorm to the prtngth ono rslemghtneu rcgureanu of these specdkittima.Admatures or blends aY be ur,t nth the Wrttwn parmiasbn nrthe Enpneer Cut.m-place emu w pup be moot eured f,: - -rkd not wea than seven days, eanpt :W When 14gh<arly-stnength cement a used the string Map be not law than Wee day, pigmenud membrane curtrig nompound or other approved athod maY be WPIAd m beta of moot curing OLN SIM. Udes,oLlw x spev.A d,m-h.1,a!eps aY be either of the foUO%W,at the opt-.on of the CnntMor or opuw of the nunu(aeturer of Jte v isle p1OA ALUkWAMK. Aluminum slope shall be forged of figttSTS Woy Nving•m:nunum made atrcngth of 3b.'li0 pas The vow eatdion Jell be mN leas than N.-wit wide by'n inch deep with in,h � d Um,es hot to"cled h " a and dtrato l ns OIL conf"mto onde Pat ri a the standard pan, 63,1= OALYAMtI KFONKD OAR STEPS. Gah—d deformed bay steps"I be one Itch dualor defomed bar mn forming to ASTM A 615,Grade 40 or Grade W,hot brnt and galvanvedaftnbetdmg for bending,the umperwture shall be .I kwt I.GWY Gaivaruing shall conformto ASTM A 123 Slop dunenaroea and Patlonl "eontorm to the standard Pima. 02-03 LADDERS. Precool manhole taw ""ions more than three het in height shall be provided with a ladder w deuiud on the standard Plar, Ldders Jell be ode of steel' galvarvud after fabricator. 02,M MORTAR FOR AD)U MENT SECTIONS. Mono for rtdjunap tnow re Uu two w Part p pi"u tram not less than min pall riot more thin rpap paw p sand.used with r this Irut analint p clean tsar narcaear)w pmnde s W orlsbk SEC.63—Manholes morta,. eS l DESCRIPTION. 0105 CONCRETE BRICK " ADWSTME IT. Concrete I p alo brick f" dins anentBrack"I C o Grad-the sper1oCL4one for CM'Manholes ay be aimtrutud of neon tor_xu units.Cast t {n.p: mncrelo. or shoVfabncalsd corrupted aW When wd with cwrupud a W Pipe.W in u rdsxtce with the Stan- oLog MAN*W FUMES AND COVERS. dud plus ad-hear spe06ratray. WIMA CAST"FRAMES AIOCOVERS. Cuttonframes W coven Drab conform ta the standard drawings Casting: W MATERIALS. WWI mafurm w the rrg.uremena of ASTM A{b,C Ws 30 eau. OLCt REINFORCED COMLREFE_ Reinforced tnnerelo Jill be free of PonautY,annul untws.cold shoo,"erica or Jai coneut of lo. `Vd wa a nt.marl sggregswe and-out. an)surface deleats Which Would rpa'r semceabtlny.Repur of DIV.III f 11 s • •EC aSd 16A—W2-03 pmhal.a vdd with step.and or,dden such wl the corn d,feetebyweiduig.m bytheuaeof'amoothan"watm.'mate- and be Pro �a inch.The with Ml will not be per o tied.The m im farturer shall Provide teal Pa�ed rrjually s spared tut It 12 inches continuous s overtical Mow Idden The bars as per ASTM A Atl for all Orden of 20D or more uuu when b aal Nng hall bewt more than 16 mchn above the shelf and called for in the SPKW proviaoru. Ns uppermost rung shall be rem mart than Id,chn below the A bvumma co inaling dWl be aPPbed to all utrfues.The street surface finished mating shall be continuous. smooth, baithrr brittle �� precast manhole eW when raid 1-t sticky when exposed u the sun. and shall be n, nu shall b<rubber'gaskaladmaKmannersimdauPiPelanu wrongly dhr rent to the casting The Owner shall have the right of the 1Oml design to require uap,,,im and approval of all aatinga Prior , coidj be submitted m ASTM C M3.Shop dnwmlroval.Prior u man, punting. stall be submitted,the Engineer for app When Wck.type castings are adw for,the lotion&device faturt Comp dim ttd loin,shall requirements of ASTw no visible leakage 7g.�� shi,i be such that the cover may be readily released from w mr fo m to the dimeaiorW nq r ring adallmovable parts.lall be made of nonnove metalsw p7370 FUIR 6C0VER► Stan,rd Bat slab mven.hall ad aherrve airngrd , avoid pOasi _ thick w nq...t of the Owner there shall be made a"pant)' b ot the f the found dvne�,of the suer dard"he, ections upon which they�to be ry s resting device suitable for Proving tr caul bias to resat an uplift pna tan on the bid equal to a 2l/foot head Plated The 2J"arch diameter opening shall be ementnollJ Cn+nik iron coven.then specified shall conform u ASTM honied a mown on he doodad Puns o e g Provide the 24 trch wiz inches minimum tidal duunie horn edge A 5:16.Grade tl455-06 Opening to outer edge of slab,but not more than 2'a inches onset 02AW ACDMWA PAAMES AND LOVERS Aluminum chs ct�,edge of 0,2,-incbrOpt cing dull be as, down 11 to the mude face of the the frames tad coven"I conform u the standard dnwung and standard Plansu ^ ASTM B 106. Aluminum alloy shall be 2a2 O(CNUA),A3'C2Reduetiom to,6 (SN12rA).1'3':2.0(SCIWAl. Casings shall be five of any DU 02on MT gal f&VXINC Lf110N1 routy,Minks,tracks or other defects chance<rktk of alum,- _ t Of flat a ed be a num castings Coven shall have the nece be made v ranee to m ,,or 36 mehas stall be made by maw of Bet sub be a secure to frame, so that removal larmol be made without of minimum of eight incches•thi thick and shall conform to the outer spec W tool.A Bred lu,kog lug sha0 be cast a an integral pal the over and of a desgn that will a0ow the lock to he IM ItIOled dimension of the section upon which n�a tube placed a he k inches or 36 w1hea Opening'Wt shall lodt ton on design.item,,be of of the same vu^uflAng oy as drawings or noted m tlw spatW Pt mWcJ1be �Re rdorcmg 0Wl bt mane and rover)and of such a design an as w secure over, as shown on the tudanl plans. frame by turrvmg Onrh if full turn. OtM T.70P PPE MAMIOLESL T Top pipe m,,holes shall 6}lAEC MACW"SINMACES. The -:canal testing star conform to the standsrd plains and xh,ll be Provided.rahfound. unit and the ton- ion and bedding,and utherwia M,Ad in the son`manner fare and made vertical recessed foe cf 's tonal xating.urfan and vertical cuts.d rut..co"r shall thetaroard the connecting pipe be machne,finished to uknrwes!"�' Pt AIL) rogated request nfthe pwxr,there shulbewdeavulabit 6}2.01 Cl,,"Ib shop METAL MANd shall L conform tothe al the foundry standard rings and stand"raven for war by de,ilsm ownMinalthe dullard peens Th and matetul.lgsae, wpectnn in testing fit and Rating of and mating IWI be"specified in the'PeeW Provieiotu.All Pipe t1'hen specified.a groove"be m""o m es edge connections to the manhole stub' hall be rode with a star-dud the over,rerun a rubber gasket as shown on the standard bud as specified for the sNouung Pile PIN, S. All Cash 414AD MEWrW.A1101/ All n.,hot. frsrnes uW coven bi,6>es c test,CAS7 noinholvi, hall be MIACE CDNCRETE ,d d wLE ,hall be it,.ulted by the name or symbololiof the ma r"Auwhen nhe Iddlen.Steps shall be equ"y'Pa'Pared c vl2shplas�r m nw Thu dentlfiation shall be u a Pam)` r,inch.wtlh ti.e I,weet step col more than 16=he,above the (came aril over u walled In addition In the nw.ufattiuer'd frar a"I on,when ducuk icon u specified the material snap be shelf and the uppermost step not more than IM merea below the identified by the f011owug "NOD` or "DUI.' for n,du,n or street I ductile von respectively The nuinufacturent to each other and S �$TRUCT"OETAILB, the material dentihcaon shag be dJaenl to rah our and shah:be mwmum t .h Wt.rate-ad u be Bush ruin lbe W.01 CONTROL OF WATER. Dew,t,mng of the site shall adjacent siufacas mrdo-m to 0.requirements of Section 613.02. W-LV PRECAST ANNOIE COMPONENCS. ''r'TMast man- 03.02 FOUNDATION PREPARATI011. Voundattnn pnPaw role cum she,conform to ASTM C 47b escapt as mods ion shall conform to the roqutnrrents Of Section 61-5.Where fird herein. water u encountered all cast-,-Pleesbases as l pPauted or vent an) OMA 6ASESECDONOP)"A Baseseelkn Operdngs, movement wr%Merl membrane. an p rece,v,Pipe.hall be circular,tapered mwud.and held to the movement of water mho w herd concrete rruamun six,pn,,,W, ,mmm cdat, the Pipe to be insert d 03,00 BEDDING. Bars shall be paled on,bedding muse a ndweffettivelye•alwjctnt ResintntmmOCIA'nconfonntna mnfomung to the requirements forsewerbeddingmSrttion6l u ASTM C yin may be uwd at theContractors^Pion. 5,b-t not less than four what in thickness Win extending either *LEM 6TEP6 AMC tABOER6, Precast manhole ekmenu to'he Imuu of the sxavuion a to•mtalnum of 12 ireher Wt- 16 DIV,III e'i.:the lured&of the Ease aeetion.In the Wwr Car,the hWn,,. the excavated area Wall be filled rich @elect uate+im win pacad to the level of the top of the bedding toprevent any latent movement of the bedding when the Weight of the m&Mule is Placed upon it.The bedding Count&hall be rompaMW and made smooth ed level to ea&ure udorm Cont,rt and support. All comp'e m shall be to 90 percent of maximum dry density when tested in sccordanee with the Sand-Cone Method ASTM D i SSti Of.;uclew of Methods ASTY D b=. E}JAI PMCAST MAMIIOIES. 0'"" NIECAST UM UCTIOMS. The preessi bsee setVon &hall be plied an the prepared bedding w as to he fully and uniformly supported in Ira alignment so that all mterutg pipes Can he iruened on proper grade. All lift hole,ohm:be wetted and thel.(flied with mortar, am,eKhed and pnmud both made and out, to ensure waler- tightruu. , Prsrast sattbnr shall be Aland and ahgned w provide verr ucal miles and vertical Wgnmem of the ladder run,. The mmpletd manhole Wall be rigid. We in dmuim,um. and watertight. In preea&t manhole sectioas where Heel loops have been Provided in btu of W hole,.the bops shall be removed flush with the made wall surface after the romhok hu been mmpleted.Inn &Aare cutoff protrusiors Will be pernutted. If mncrew ap&llmg ocean s,a result of the loop ramovm.the spm.'rd area shall be restored with munar w a uniform smooth surface. W-W CA.ST4kwACE BAU The Mt pnran section Wall be placed on a east m-plate base stmeture before the base has taken wtul ut,end shall be adJusted to true grade and sugnment u -:F all inlet pipe,pmperly installed so as w fa m an integral,watertight unut,or the @action Wall be m t r d moo, sul lable groove provided m the sup of the base.7u tint section "I be uniformly supported by the base mrnenete,and WWI not bear dmertly on any of the pipes All lilt holes and all wwn ono between precast elemenw and oat-m-p1,Ce bases w smmune&hW be wetted and rom pletely filled rich mortar,smoothed And Pointed both inside and Out w still raterughtneas Pretest se,Mions mall be pied and aligned w as w provide vertiol side, and vtnhW &bgnment of the bidder sap, The completed manhole stall be r.0d,true w dieveruion,and wawmghl. •tfnAfr*Dnwlnys . • MH R�r>g g Cover See St0 PIDn 42. a, s • std P.naz Jx c �f uft...nt For MH. Specs. ,� t See Sect.63 I MedS;ed sttp gee 1 s Std PI...41. P.f•..t C.,f e •: e • Prceost Stctlf of r: a Stspf Ss• SW PIsn41 S w d ' • « 'ico m � , J ,. �. L.aaer See Sta Rfn41. .1 Mo. P.Pe SILe ZI' Ns. PAN 5," Mfy & M..t.. FII •� f NL.(mNi.n ccn t ChAM I } shelf s 1=,.I Pree.cst D¢fc $ect'on Pkcf B..s. YTANDARD PLAN No.14 Type 1 -48 Manhole REVISED I914 00 D!c cl: t 't.� 1 1 �� reyev � H. E•a5r araa we ,��( © � 1 e.�c../e.n LYO per/ rrd,gE an`x�l S� r rl. O t.Ti.E .�av,+u veysn aL.(c*• 5cpef BRAN YA L.IC 4yf. j (w9 AT hL /IIaD vCli/Y KiIIY aLa'..+pnr �np 1 pC�1U1C! M)N Gmf[>W.1C M/N/Y� 3 pClf+ffMfM / LLwC jjjRM 5EIVE2 EXTEA/Sr )A/ PLAN z� �— N/lL Go+,.rt.ec,r a2M,.res �,.Lr .ala{. `J I i I I i Contractor: Project No. 517146.A2 Puget Constructors Project: Well No. 9 P.S. 1235 East 4th Avenue Owner: City of Renton, Olympia, Washington 98501 Washington Date: August 8, 1985 CHANGE ORDER NO. 2 TO THE CONTRACT FOR THE CONSTRUCTION OF WELL NO. 9 PUMP STATION CITY OF RENTON, WASHINGTON This Change Order covers the changes indicated below to the subject Contract. Up>n receipt of an approved copy of this Change Order the Contractor is hereby directed to perform the work in accordance with the provisions of this Change Order. Itemized additions or deductions are exclusive of Washington State sales tax. 1. Revisions to chlorine room exhaust far. Addition: i 682.00 2. Survey work at 42-inch Metro crossing Addition: 699.20 3. Revision to piping at c-nnection to existing 12-inch pipeline Addition: 964.08 4. Power company requirement for panel over-current protection Addition: 309.60 5. Remuval of existing concrete thrust block at connection to existing 12-inch pipeline Addition: 275.70 6. Additional top soil and sod at entrance gate to meet park department requirements Addition: 1,174.80 Revisions to surface contours south of pump station and provision of additional top soil and sod Addition: 769.32 se5550gl CHANGE ORDER NO. 2 8. Addition of pump room ceil..ng hatchway Addition: 129.33 9. Painting of concrete wall bond beams throughout station Addition: 334.68 10. Provision of job shack for City Inspector shared with Contractor at $64.69 per month during active construc- tion up to original contract completion date of May 22, 1995: February 16, 1895 through March 15, 1985 @ $64.69 March 16, 1895 through April 13, 1985 @ $64.69 April 16, 1895 through May 15, 1985 @ f64.59 May 16, 1895 through May 22, 1985 @ $64.69 Addition: 209.16 11. Deduction for deletion of drain to river Deduction: $3,500.00 12. Revisions to M.C.C. wiring to accommodate a U.S. motor. Addition% 500.00 Total increase in Contract amount exclusive of Sales Tax UkW&K The amount of the basic contract is therefore increased in the sum of Two Thousand Fig - Hundred Forty-seven Dollars and Eighty-seven Cents (f2,547.87) , and it is agreed that this increase constitutes full compensation to the Contractor for all work added, and full credit to the Owner for all work deduced, by this Change Order. The contract time shall be increased from the originally specified completion data of M,.y 22, 1965 to June 12, 1985. Except as herein modified, the terms of the basic contract shall remain in full force and effect. Original Contract Amount $197,860.00 Previous Change Order No. 1 13,612.57 Current Contract Amount - inclusive of previous change orders 211,472.57 Net increase this Change Order No. 2 2,547.87 se555092 CHANGE ORDER NO. 2 Contract Total inclu.ive of this change order but exclusive of sales tax 214,020.44 Sales Tax (8.1 percent) 17,335.66 Contract Total including Sales Tax IIIlai IA12 '•3ors•.d by Pt C Ac ors Sy itle��r Date /sF1q /Z, PS, Approved by cH2N HIL �L, Inc. By nn ( Title P& 7ic, r w+..•/.4Qlrt Date 8 Aomolr 19a5 Authorized by City of Renton By Title rwtktr W00" 6wt toa Date g 6w."V 08s • se355093 CHANGE ORDER NO. 2 tnn or waaNnyton • EXCISE TA of VIZON ( ), Aim0l TAX UmtA Aualt P.«.avea R AarN. Rea. No-_._...._-.........._._.................... - ar,npa. waNanann aBaoadoao Goo GGG eel Certificate of Payment of State FxciRe Taxes by Public Works Contractor Contractor, PUGET CONSTRUCTORS + "v 65129 1235 E. aTH AVENUE OLYMPIA MA 98501 We rtereby certify that taxes, increases and penalties due or to become due from the above named contractor under Chapter 180, Iaws of 1935, as amended, with respect to the following public works contract: CITY OF RENTON RENTON/11-718 $9 PUMP STATION together with oil other taxes, mere,ses and penalties due from such contractor,have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the state's lien on the retained percentage. This certificate is issued pursuant to the provisions of Chapter 60.28 Revised Code of Washington for the sole purpose of informing the state, county or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the tepartment of Revenue hereby releases the slate's lien on the retained percentage provided by this Ch.ipter for ex- cise taxes due from said contractor. This certificate does not release said contractor from liability for additional lax which may be later determined to be due with respect to the above mentioned contract m other activities. Date at Olympia. Washington, SEP 3 0 1995 STATE Or WASHINGTON Q�DEPA TMr.NT Or REVENGE f� nngi(�/�'k'1� � i L fifEt�iRER AUDIT (� ROUTING. WAIu Copy -0uSunmF (Meer,Cmar) Copy-{aniwaor, v� Mn1 Cap) File W&ii, d (op) -Speaal File r FOAM REV n roa t)�Iyl ELL #9 PUMP HOUSE WTR-9 3 #6A Cons ruction Corresponde _ S r= GRANT CONSTRUCTION UNDERGROUND UTILITY CONTRACTOR GRANTC'246P 1 12901 172ND S E RENTON WA 98056 April 12, 1985 Mr. Ron Olsen City of Renton 200 Mill Ave. So. Renton, Washington 98055 Re: Renton Well 9 Pump Station 42" Metro Storm Sewer Crossing Dear Ron; we are proposing to construct the above referenced storm line as per Mr. Barry Barnes letter dated April 5, 1985. Storm Sever Construction $ 23,800.00 Park Restoration 5,250 S.Y. 4_s_200.00 S 28,000.00 sincerely, Richard E. Grant W'R ' AOnnovAa L«mP srst Rat. QotK Ir- rdAf0 A 0v 701) sl CITY OF RENTON I of I %UBLIC WORKS DEPARTMENT • tAaete 4/ 15/ 85 CHANGE ORDER Order 4 o Lvov Ordered by tnpncer under um of S"llon 4-1 of the font net Mo. CAG-081-84 Slendard 5poclfi. .tions IANAI _ CTeep prol...J by Cont...tor To; GRANT CONSTRUCTION — 12901 - 172nd Ave SE taMnaJ hP: Gran[ L ns[ruc[ion Renton WA. 9 055 Sip tout. federal Aid Ad. Title Richard E. Grant Owner project Title W-585 A - 24" Transm:scion Ma in eouta sivte by SuAttp- 1wht. AtowAtdl in N. Riverside Dr. 6 Liberty Park tr: AAey-u- . . . . . . . . . . . . . . . . . . . DESCRIPTION OF ROW. . . . . . . . . . . . . . . . . . . . . . you are ordered to PoTforo the folloolnt d scTibad wort Woe receipt of an yprevod eery of this C%"$, order: 1- Installation of storm drain for Renton Well p9 Pump stat ian 6 42" Metro Storm Sewer Crossing per revised plans by CH2MHill drawing f S17146Ai. Lump Sum S 28,000.00 2- Excavation of unforeseen rock encointc.ed Lump Sum S 700.00 Subtotal S 28.700.00 8.1% Sales Tax S 2,324.70 TOTAL $ 31,024.70 * To be paid from Account p 421/000/15.596.38.65(36) All wort, oaterl.Is and meaw:reent to be In accordance with the Provblona of the Standard specifications and Special P ovislons for the typo of constrvctios Involved. ORIGINAL CONTRACT CURRENT CONTMCT ESTIMATED NET CHANGE CSTIIIATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL ALTER CHRNGE e 118,282.26 e 195.r,51 .59 t 31 ,024.70 t 226,076.29 1 AGENCY USE ROCKY use APPROa AL REOJaQNeto APPMNAR; II - -Tvjrc7 yute'T—i 4 Cl APMMAL REab"WED 0 MPMOD DISTRICT STATE-AID ING114" Bete: GRANT CONSTRUCTION -_ UNDERGROUND UTILITY CONTRACTOR GRANTC'246P 1 12901 172HO S E RE„TON.WA 08056 2260418 April 12, 1985 Mr. Ron Olsen City of Renton 200 Mill Ave. So. Renton, Washington 98055 Re: Renton Well 9 Pump Station a?" Metro Storm Sever Crossing Dear Ron; We are proposing to construct the above referenced storm line as per Mr. Barry Barnes letter dated April 5, 1985. Storm Sever Construction $ 23,800.00 Park Restoration 5,250 S.F. 4,200.00. $ 2R,000.00 Sincerely, C� Richard B. Grant NoTt : G0&h0"s, m /0p Lune S4" Fiat. (bw( If- &"awrWo Qv 7,10 a 29,?Ar (Dw:aan.r Ar1a.,r1 ...wr�l 4?1�az�p�.sw.34-rC(sa) WOW s+r MY. ¢ �.... s s•, ab•�rsra�It i�d ' F 117j,' C'- 1Y0' II1I1� ' y� �11171bif 1/. . { FF ( tTi l oaz va>i- } Cot Ye oz i + jFi } ; i }- I } i Eil t Gi ( , IE ' �� t • i • ,� uV 'Ma/ PA M'rd' yd ' ervsAw ,� i l y go � I ✓p r r,..ra ya' v 71M/D , oC.'• 1' "- .£ I R .q'Matlr' y.i-'60so ay,d' �-•--- �� I, 1', /r' } i 2. itRs.le i + 14 gr.pt' um I � i - � ` it } yl ''. il t ►•C e IC - _ k ;_/� !_ ' _ _mil � _..i- .1y -s�T�=�Z•r-5-w ueew 3F_sTeY� ��'tjl�te_aAfa/�TT i te—�—.aw uw LtMMe �a-sz=f.,.s---4��-.• 'tea�fi3M—r�l.�+�-77-- I . 0 PUGETCONSTRUCTORS 1235 Easy un avenue 01m0'a Wasmngten wo, Pnone i7116,15a-9611 April .,,, 1985 Mr. Rona.d _. 01s0r, Utility Engineer City of Renton -ee nll: Avenue South Penton, WA 9ee55 Project City of Renton Project No. W-718, Well No. 9 Pump Sta•:on. Dear Ron, In accordarce it or request, we propose to constr„ct the raw sewer line .', as, hole IA to the river as outlined in Mr. Berry Barnes rm ,vn draft lhtter of March 1985 for the Sun of e-5,-4e.00 (Twenty Si. Tho,sand Three Hundred Forty and no/100 dolls•$). Encioeed are break downs showing cost estimates pf the original Oil/Water Separator line and this new line. ' If you have puestiove, please advlse. Sincerely, /.�{,l rt Glann H. nough, P.E, Project M,,,ager cc Dennis Burke, P.E. Harry Barnes, P.E., CHZM Hill i f G, a ENGINEERING / CONSTRUCTION ! MANAGEMENT F - � ` - . , ®: � � �� , .�� !�? I � � / � i i i+ ' ' • �•' �l�li �� ._• �� S W� r � ' �.:.�:� L . . � ti , � � :ter i ��. ,I �. �a� roves C 2M �fil/ � ,�ld•6� �KS jcl( P14�'� I /Y{cSS I°5� cJ'I�GTFIi Kt I (�!)dY7 Clecfrrc< ,�ws�al( noKc(�.fs� Ps-"else L1f�3s� �rok�.ili�5 C'-aK�c�c�fc�s PrtSSurp �e14 h tie - j�' like Sc�olk(F C3�f• T"i friGlaY LFhNfL^7[n�s- -Tk.5 4lr i44re 5e w er Li kr. li lt/luf adw.�- 'trrss S�Acehr ij jj . . STATE OF WAf TOR STATE OF WAMENOIDN DEPARTMENT OF SOCIAL AND HEALTH SERVICES MPMIWR OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL.IALYSIS WATER BOERIOLOGICAL ANALYSIS '0111t 111,"I"h P,AP 91g1-All 1 r'N "It AM E DI "II IY N111411 IA'• AAMFI I-PI11 ON P1 A111Ni I P10II ION'ON MCA 01 (J.I 111 IIP11'1'1P, 11 InftrUC110ne ME not IOIIOvANE SaMPIE WIII Of HIFIC'IEB. If Ine1YUC1101Tf we ME followed,SERIDIE Will DE MWW DATE COLLECTED TIME COLLECTED COUNT'NAME DATE COLLECTED TIME COLLECTED CMM"NAME MdIIM pAY - _ MOx\X pAV KAR ❑ A4 0 PM K1Nb O AIA TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLEtE PE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE VL,PuEuc R1 f14S PAT, UMi I.D.No. T A I.D.No. 1)27 AINDIVIDUAL V ETHE NAME OF SYSTEM^ "ME OF SYSTEM r n or FFain3►-1),��Frt " - �Iry ET I:Arr:Ed SRClflt lllCATMN WNEM SAYRF EMIFCtF SVSRYOMER'MN MAN YEIIU(ROE RD SRENK LECAiOR'MNM SAYRF CIXIFCIF SKiq ONp1MRA ILALE MO RfROEp .ww ...ww• �rlrv*r9r+ lr r It SAMPLE COLLECTED SV vip-, SAMPLE COLLECTED BY W. 1 h 711 RIr , .II SOURCE TYPE SOURCE YYPE O SURFACE 13 WELL ❑SPRING O PURCHASED <y p NICRl E]SURFACE CI WKI ❑8PIM0 ❑PURCHASED ®IwOOTHIERT� SEND REPORT TO W1 Nxn. .aaaPE aro lro DFMI SEND REPORT 10 IN-Iw N—JN N*NmI WAEWC9YFI r 1 T1: uI [.Lu,n - �( hF RL I 1 H• -.) Iul1Nd �Ii• tIE I� _Tt . ��,I') n TIE 1.2 '�\ I wAEHWDTON '18C55 R_.- T»• wASHWOTDN li- TIFF or S+MPtf 11.1 Of SAy91p 1. DRINNINGWATEP 16ORIIICINGWATEa Ll CnlnnnaleplRnlOual_IPIFI_Fm,l cM1KI INHHNNnl—iP FO''� FnImM �1y�a INNI"lnl—► F"IerM 1-1 El UMMAMO M OIMI r, ❑ UNA."cI DIM 2._�RAW SOURCE WATER 2. W RAW SOURCE WATER 3 NEW CONStR1)CTION nr4FF N-s 3 NEW CONSIROICTIDN pr BEA> NIS 4. OTHER ISMOIyI_-_-_ _ _ 4. I] m4rp,sm,yl _ COMPLEIF IF THIS SAMPLE IS A CHECK sAy VI 1 COMKIFIE If THIS SAMPLE IS A CHECK SAMPLE WII 1)1111 AS NUS_ WtP011'IAR%' _ PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE REMARKS REMARKS. ` i LABORATORY RESULTS BOR LAN USE DRAY) LASORATORY RESULTS ffm LAB USE DRLYI I MPN COIIIONM 51D PLATE COUNT SAMPLE NOT TESTED MPN COUFORM STO PLATE COUNI SAMPLE NOT IESTED BECAUSE I/ BECAUSE MPN DLLUYION 1111 UNSUTABLI 0S"I"'Top O'a MPN DILUTION TfST UNSUITABLE U1-;Sal9vlp tVOOIU 411" 1, L CIy,H9nnl Growln ❑ 'MI'n Rppp.l;nn1A'M. / 1. ❑ CMINIInI DrpRIK lJ Nol In RtpMr CVn4Wr ME COLIFOPM r 1 MF COI H r�aM 0 �. lJ MIG U InWlM1cynl ln��'nylgw Ll THIS. Iw.u11i'd PInlnnnRNm LIv'I� RmMNI-"Pkas4 BRAN / ,. Prpv'eRE .0 RICH fEC4 COU!"ORY 3' y Imlrwlgns On iam Im4a,..,O FMm FFCAL COLIFOR 3 0[,] MPN C]me lj MPN F] Mf LIP n, A. ❑ El _. /.,. A D FOP~IRO WATER SAMPLES ONLY INESENFSULtSAAf FOR DRINKING WATER SAMPLES ONLY THESE RESULTS ARE [}'fATISFACTORV ❑ONSAtISFACTDRY [3 f.N$FAc TONY ❑UN54DSf ActORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESUL YT SEE RE aFASE SIDE or GREEN(IOPv FOR EXPLANAIKIN OF RESUI YS I.H.N0 "It NMf RFC 1YID- RfCEIYFfI RY .AR NO [�l THE Al"L'Y10 M[DVFa Br I • /I pAll 9{Mla1f!' l.K0PA10Mv p.lf wkh'>'i0 I.e'KaTORT - - AM TEST INC. —.__� AM TEST INC. aFNAo.f 9fr1Rs ft'n 7 91h 4900 91h A •. N W. r P. 'I' l'J. S[ATiI W.\ q� SEATTLE, WA 98107-3697 WATER SUPPLIER COPY WATER SUPPLIER COPY `` IT. ', CITY OF WTON • NPARTME•1� OF ENGINEERINu To A ,p • MUNICIPAL SUI NC9, 200 MILL AVE. SOUTH. RAN N, WA. 98055-235-2631 r'''N•fA� Y laelo NN in PROJECT x.S65wApfr.24 tdaT nro.m aa Libertyn Perkn pgOORE$$ PAYMENT ESTIMATE NO. 3 ,_A:..na•-n4 Q N7 CSNSTRURiDx Cloemy Dab 4-29.85 $heel-O/� Contract No._ Contractor 1 1 Ileyer a. PREVIOUS TOTAL THIS ESTIMATE TOTAL 70 DATE No, Not Deft ration Unit Unit Price DIV, Oly. Amount 01y. Ampnt Oty Anuunl 1. 24" D.I. Cl 51 T1, Meter Mal I_F. 56.87 1,215 1114 68,979.4p 1214 6A,979.48 2. 5" MVO Fire Hydrant ASsambliet FA 1,4W.00 3 2 1,8W.00 2 2,9O0.0O 3. Hydrant Cumrd Foot. G W.00 2 2 BO.W 2 R0.00 4. 24" Butterfly Valve Asse.bl7 In Vault FA 4.200.00 1 1 4.200.00 1 4,200.00 S. 10" Cate Valve Asseebly TA - 540.00 1 1 SW.00 1 540.00 6. Gr.rul.r Bedding TON 0.01 iW 7. Bank Run rr.vel 8.rkfill TDN 3.60 750 8. Asphaltic Concrete Surface aemtnr.tioo S.T. 20.97 200 392 8,720.74 392 8.220.24 9. M,C. Cold mi. Asphalt R..tnutto. S.T. 0.01 400 22 0.22 22 0.21 In. Sod Roanved and Replaced S.T. 11.49 335 it. Beane 4 N.Pl.ra Brlrk Ternc I-S. 91410.00 L.S. 100% 9.430.00 Ion% 9.430.00 12. 1-117"Asphalt Cnnrr.b nvarl.T Tom 10.n0 120 107 5,350.00 107 5,3511,O11 13. V PVC. Telemetry I-r. 0.M 1,225 1214 971.70 1214 971.20 14. CotMnit Pall aoasa G 520.00 7 8 4,160.01) 8 4,160.00 Subtotal 91 t160_90 13 570.24 104i731.14 GRANGE ORDER al Install 3' Caly. Teleentry Conduit under Bronson May Eric A 2 Telemetry Vaults L.S. 4,582.00 1001 4,S92.00 1007 4,S82.00 Remove Picnic Shelter in liberty Park L.S. 1,670.00 1009 1,670.00 1001 1.670.00 CHANGE DDER 12 Install 300 ft of 8' DI Pipe on Wells 4ve- N. from R. Riverside to N. 1st St. and Restoration L.S, 24.611.66 851 20,919.91 1)" 70,919.91 CNANGE_ONDER 43 Installation of tier piping 6 rel ocetlnn of e.lsting piping In Wells 1 6 2 and overlay Nark around puembouse L.5. 40,153.30 90% 36,137.97 9DS 36.137.97 CHARGE ODER 94 Installation of storm dra'+ for Well 09 L.S. 28,700.00 70% 20,090.W 70% M,090.00 CHANGE_ORI ER 05 Installation of 40 Et. of 8" .1. pipe A tie-In on Bronson East of Cedar River L.S. 6,016.65 100% 61016.65 IWS 6.016,65 SUBTOTAL ALL CHANGE ORDERS 6i252_W Bs164.5) 89i416.53 SUa30TAL Including CHANGE ME RS 97,_412.90 96.734.77 194.147.67 8,11 SALES TAX 7,890.44 7,835.52 15,725.96 SaBTMAi. a SALES TAX 105,303.34 104,Sif1.29 209,873.63 LASS 5t AFTAINACF. 4 870,65 4 83, 6.741 (9,707.39) LASS AMONT 141VIDIMN PAID 100,432.69 1 AM1NT Nit 99.733,55 m- • GRANT CONSTRUCTION UNDERGROUND UTILITY CONTRACTOR GRANTC-246PI L w. 12901 112ND S E RENTON WA 90056 22t 0q�h May 1, 1985 Mr. Ron Olsen City Of Renton 200 Mill Ave. So. Renton, Washington 98055 Re: Storm Sewer Repair at well s 9 Pomp Station Dear Ron; I have met with the Park Department on the restoration of the above referenced project. The Park Department wants a substantial more area restored than what was quoted to the City on our quotation dated 4-12-85. The Park Department is requiring approximately 12,465 Sq. Ft. of restoration. To restore this area Edlund Landscaping has quoted me $ 10,065.00. Ron, because the Park Department is happy with the work Edlund does and you also need the same work done at wells 01 and 02. I would suggest that the City contract directly with Edlund. This will save you a 15% mark up and you can deal directly with your landscaper eliminating ary communication problems. If you have any questions please give me a call. Sincerely/ i lmellt' .�-- Richard E. Grant •bcoet Po Box 99n^ • Seattl :, ht, 99199 No. 2177 Date May 5, 1985 Sold TO Pur,=•. gin• ;.uCta^5 Shlppedto Renton Pump Statlnn ' •a .yar W: 'l.r rLp W'r ytlxtf�Y l.3❑ JDG _ob,I Net rtli 7r!It i.•Y•ain ,`.fleaa S,o�,`.�rpanDaxua, W.tt Per 4mruM k,olloe Net.+1 Coar> and Fre:nes 52 51f JO ..m PO ?, 9'+J?5 Se.Stlm, 1A s'P194 • '+tge�. fiJIF1>.tiWC'aS. ! • _rt!+•n .:ell t�un� Wf �L1r„+ • :'3S CakE AEti 'itv9. � • e cutwrere WWIs,+eaM,.. tst.,s ottt s,ttrei. swrro+r, ,00 o,n somas "m Invoim abcoal P.O. Box 99025 Seattln, WA 98199 206-231-7382 No 2'1F Date May h, 1985 A TO PunCt COnatri'CLOL' Shippetl to_ RBnrGn '0ur�p� SOn a 1235 Fast 4th Avem.�e Clynnia MA 98501 Oran,No our Oran No •— .169 ._504 5A1aa:�ar• '--- —� er BnwDea m JOC =" Daaa VIA EO a rams _ . .,arty G„xmry tnD "h .IIbX. carer. " caea -,tn<x Nurocerr0eunn�mr Pn[a Pai AmoaN Sot __ Hardware pr ��trart__ Et VilwnJgyy ., , F CERTIFIED NUMBER 1`=1=63 NOTICE OF CLAIM OF LIEN OR MATERIALHAN OR SUBCONTRACTOR AGAINST BOND OF CONSTRUCTOR ON PUBLIC WORKS AND AGAINST TRUST FUND RESERVED BY PUBLIC BODY City of Renton Engineering Dept. 200 Mill Ave. S. Renton, WA 98055 Attn! City Clerk NOTICE LE NEEEEY GIVEN that the undersigned, Lakeridge Paving Company, P 0 Box 5400, wen[, WA 98J64 hag a claim in the SUM of $ 2,497.00 against the bond taken frove Contractors Bonding 4 Insurance Co., P 0 Box 9271, Seattle, WA 98109 for the work of Well /) Pump Station, Renton, Washington _City Protect eW11S/Contract eCAG-u6284 Contractors Bonding 4 Insurance Co. - Bond No, 002671 NOTICE IS FURTHER HEREBY GIVEN that the undersigned hoe a claim for said am against the sum retained by said public body as a trust fund for the protection and payment of the undersigned, pursuant to Revised Code of Washington Number 60.28.010. DATED this tth day of May 19 85 LAKERIDGE PAVING COMPANY P 0 BOX 5410 RENT, WA 98U64 t 1 J. Ta say President of Goddard Industries, Inc. agent for claimant. NOTICE Of CLAW AGAINST BOND OF CONTRACTOR ON PUBLIC WORK May 6, 1985 ect Puget Contractors 1235 E. 4th Ave. Olympia, WA 98501 CERTIFIED NO. 821264 cc: Contractors Bonding i Insurance Co. P C Boa 9271 Se,.ne, WA 98109 CERTIFIED NO. $21265 STATE OF WASHINGTON COUNTY OF ^,g Michael J. 'fa naey , being sworn, says: I am the President ut Goddard Ind"SLrleS, Ii�C• agent tur Claimant above named: 1 have heard the foregoing claim read and know, the contents thereof and believe the same to be just. Subscribed and sworn to tefore me tb& btli day of Nay 19 85 Noraty Public in and for the State of Washington residing at Bellev.le neA 19 • AMERICAN ENGINEERING ASSOCIATES vie. t�VrOMt md�k vu kj ea t �31 �u-c�vq-�awl - zlo — l�odwys) loSCs� 1•P.t7o ��l ��PF- �sco' "70• L 51 IMusc tsrp Z QI 60C: _ 225a 2a�o IP —-r i less aL c CreyC� �Z'100 —. 54 CITY Of RENTON t 1 s/ 1_ OUBLIC MORES DEPARYNER; • Owe Me 5-6=85_ CHANGE ORDER Order Member 6 OOw led n d by hyteeat tnkr ter•a of semi h 4-1 •f tha 31=141 SEOclftt•t1•0 (APO) deNtrect QCaeq• Sr•e•eed by r—t,•Cur T•: Grant Construction __ 12901 - 172nd Ave- c_ c Seemed by: Gr fit Construction Renton WA 98055 7-16-85 fide lieal its Ai w! eal 4d w. me Richard E. Grant. Owner P"J"t Title W-585-A 24" Transmission Main Olt µ,rq be Stwtly, Ittan •ePiAtll in North Riverside Drive A Liberty Park . ' ' ' ' ' ' . ' . . • • • . • • • 00SCOIPTION W 0000 • . . . . . . . . . . . . . . . . . . . . Aft Ordered to gerfeta Me hile•/Aa S,",ibtl .Ora oft r•tetpt f w d"rerad eqr •f this Change order. Delete park restoration work on storm sewer repair at Well 09 Pulp Station Lump Sum ($4.2DO.00) Sales Tax 8.1% (S 340.20) TOTAL (E4,540.20) All •ore, wteTlsb and reeorweeet to be In accordant. with the p,ortstone of the st,".,d specification. end Sp•ctsl herlslens for the type of toestmtlm Inwl wd. OAIGI AAI. COIITMR CUMdIR C[t,+TMCT 23TIMI.0 Mir CMNCtTs SSTIMTE M D CONTCT AN"? MOUNT THIS OMESTOTAL AITZS CNANGS d 118,282.26 s 21',58u.29 I ($4,,40.20) 228,040.09 AGENCY Use YIINCT USE ` Ile �lr It of."" e - - 'IC6t"WU1T1<� aitr—�_._. .__.�DGT,----- Q Art113rAL Mcmetem Ej A►PWM a13TAM 3TATt-AID MIND FROM: HILL, INC. 44, a , J4 n? ♦ a ... �� _-v«a. �!Ft t. �l l� 'at ... Lrf ' t � pp ' ,�;..: ,.. . .., ..- a.,�('.i,�e;e:,.,.� _4.�Ie4aaL td.!:'.r.,rr.iR� ..._s„:x✓,•` ,. L,• • •hla infpmei vtern Na, ftvw W !c- u a ndnQw,it'M form Ot CWnmyn'rytiOn Mm*W b h IN!.e! moq}e epwtl e,W .etluw corta �■11■ liimmiiimmiiimmiii �■11■■Ili■■111■■111■.111 �■11■■ill■■111■■ill■.111 ■!'�■N !�!!AAA'J■AIII•'!9■111■.111 ■AA��1!IM�9■�!1■■III■.111 r■11■i�►iJ� i■�oo�■i!1■.ill �■�i�■lil■;�■1111■.111 - !#�■A��. !'!1!1lII!! ■ill■�111 � i ■■Hl��i■�iioii■111■l111 EM A *1■1!1■■�I!�AN!■111 111 ERE 11■1�1!!!��A■1�AMi■II��11 NO 11■rlWii■iuii�■111■�1�1 FRI 1114"=11RMPRIIIII 1 1 ■11�!■AA!1.: IAA II!!PR■III 1 IMM ■FINIM RIMINIHIl1 .NIAM■ MMIlIII■ 111 MINIM ■111■■111■■m■■nn 1M!■11�■� PRIN1�1 ■111■.111 ! a 4C MIA ■H ■all � I twifi■1w NIIIII■ lil 1 ■■111Emilio�111 ll s11m m111�M11mm1�1E1 � ol _liiiim.ii.� 1. i 11 O 111■■111 .ill. ill iiiiiiiiiiiiiiiiiii � ■■111■■111■■11■.11 � 1f11om111■mium 11 1 ■lii■■nim■111 .iii ■ill■ 111■■ili .iii ■ W ■ill■olli■■ill .ill lin■ ■1111■i IH 4 K'enlan U};li��es �eY�r 5-e-es �Pr0.ir5 'CO c4d4V Re Jcr faWL 7� b Uw.wr�tis 3.0 MW 4op c�l.rsaC4 �"�1- - A - 2-It 29 + is csx 15o= aria rr b #So x 61 =2 4ZI4 Ip A 1worm= i6 2 ?14MAamo Area - 3" 64rL wwkl Kwk< 3i4f4et ro(-L5 •to I' OD [!r 36, x 14.0' - 5040 Sr x .001 45cY '— I �r L ok1W I..ca,,.rvr 3M.+ �I+so;l k V14W ti00 R• 93� K 35 3255 3oc� 618mi4e Sod AreA eksf o� 11,a,la R/o�j rrvw a• U.,V it' c Zoo 4 6. I-em VC aulao/ SCOf6 broom 'a l ms�q!! S,-ftl4oe ewers ;" latwy afar doafro/ Gb rH u� r (Awn Anil- ix lI. a I zz o (Mrn deh A*-) ra.f) G re %eve Awl mos1411 e.<64M wri4f i4d- off' s,.& (rn/41# wm C40rr#d 350 ft 67 6/*► s41•prVV) �. TNs�v(! z re>naua��e 3ec�r.�s .•�' ecNc �,-� c.•rb.,7� e rN�f.�s.,t DATE 5-10-85 CITY OF RENTON P.0.No. 36767 REQUISITION DEPT. Utility Engineering ACCT. 421/000/15.596.38.65(36) $ 10,80H.9? VENDOR N0. ACCT. = PHONE NO. 255-5726 Terry u-n VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS Edlund Associates, Inc. 15 So. Gradv Way, Suite N409 Renton WA 98055 Y. DESCRIPTION IN DETAIL AMOUNT 1 Installation of Sod and Beauty Bark in conjunction with storm sewer near Cedar River for Well 09 Pump House. W-718 Lump Sum 9,999.00 8.11 Sales Tax 809.92 TOTAL 10,808.92 CONFIRMING PURCHASING TO ORDER AUTH. BY: UGET CONS ' - UCT0Rti I tlS Eol,In awm,• �. , March 26, 1985 Lakeridge Paving Company P.O. Box 543 Kent, NA 98032 Dear Sir: This is to confirm my phone call of March 25, 1985, requesting a copy of "STATEMENT OF INTENT TO PAY PREVAILING WAGES" for the Renton Pump Station e9 Contract. Please submit the "CERTIFICATION OF PAYMENT OF PREVAILING WAGES" also. Thank you. Sincerely, /Y// q * 74 Glenn M. Hough, P.E. Project Manager cc: Dennis Burke Ron Olson, City of Renton ENGINEERING / CONSTRUCTION / MANAGEMENT ' • S_ 1-71r E. A3. OPUGET CONSTRUCTORS i rawww�O^'�T — .7)5 Eu�ru,•ren�K Oa+p•a Wwmnyroc%Sl`+ Vnme�l%i]Sa%n May 15. 1985 Mr . Barry Barnes CHZM Hill Inc P.D. Boa 91500 Bellevue, UR 9BOL -2050 LIAM-91 ASP.S,RLBila.�'l[aI�.LO�1QrLN>2�9.FnAIr Pt Renu"t tig- FCNIA" Dear Mr . Barnes. On Rpril 23. 1911S we forwarded Payment request No. 6 n the subject project . The amount of that payment request was tS0,930.25. On Friday, May loth, we received your flrm's estimate which substantially reduced the amount due to l29,905.27. However, in the intervening period we forwarded on May 2, 1985 payment request No 7, In the amount of 879,527.11 Unfortunately, payment request Hu. 7 was not Incorporated with Payment request No. 6. Consequently, by the time we received the $29,905.27 payment (May 21) we will be substantially complete with the project. Since the ne.t cut off date is May 29, 1985, and you desire to receive the payment request by May 7-1. 1905, and that payment will be made June llth, and furthermore, since we will be substantially complete by that date we are enclosing herewith a revised payment request No. 7 which incorporates all work liens and clams which should be incorporated into change order Mo. 2. Rs of my writing on this date the only renalning uotk is as follows. (1) Removal of fence (May 17th) . (2) Removal of manhole section and pipe - (Notes we thought these would be incorporated into the Metro crossing - please advise as to their destt nation) such that materials can be moved by May 17th. (3) Sweeping of roadway (May l7th) . (1) Painting of building (May 20th). ENGINEERING / CONSTRUCTION I MANAGEMENT (5) Painting of Piping (May 20th) (6) Lubrication of motor (May 17th) (7) Seamiess Epoxy flooring (May zest thru May 3151) (8) Installation of Uent fan (May 21th) (9) Startup and testing (May 2ith) Rs can be opted, the preceding work, with the exception of the flooring, will be completed by May 21, 1985. That Is the date for our payment request to you Such that it can be delivered to the city by Key 291h with payment by June 11, 1905 cash Since the flow on this protect has be•.n poor, we would appreciate Your preparing to process the attached estimate by the 21th of May such that it can be in the City•s hands by the 29th cut off date The attached payment request No 7 (Revised) iocludes work which we anticipate will be cpmpleted by the 21th If we do not do the work as Stated, you can reduce the request as you have done in the peat . Recumpenying the oaynent request are a number extra payment v'.+ch I of claims far understand have been discussed in the field prior to this time follows. Those claims all reiterated as (1) Time required to special order new fan and cost associated with accepting delivery of origi nelly specifted fan. (a) Specified fan delivery - $322.00 (b) Engineering time - 8 hours s $15.00 - 11fiv-119 Total - $662.00 (2) Survey Of Metro line crossing - see letter of April 18, 1985 from Glenn Hough. Total s699.2u. (3) flanged by P.C . spool piece for drain connection The original plans called for two F.E . nipples, Since connection wag a flange, Puget obtained ULM PE spool piece with gaskets at a total price of 0803.40. ON & P s 20% - $160.68. Total price s961.08. <U Panel Overcurrenl Protection Device for MIX an per Previous letter. Total cost of surge protection device was $259.00. ON 8 p V Zor . $51 .60. Iota, price - $309.60. -2- <S) RG�ounl yf_.59ner-eiC—IhLr0yt 1U _ The drain line at the location of the connection had an 8 foot long • 1 fool wide s 1 112 foot deep lhrast block (pictures will be provided) . Although one would normally r-Pect a small thrust block on a drain line, the thrust block encountered was definitely a changed field condition. the thrust block could not be removed with the backhoe. The total cost is as follow,- Labor 10 bra Is $23.90 - 0239 S0. Jackhammer a Compressor 10 bra IT i22.00/hr �Zg D4 Total Cost i159.50 ON 8 P 1 20)t - i551 .10 <G) Installation of additional topsoil and sod at South East portion of roadway (at entrance) as per original negotiation and discussion. Total cost i1,179 .8(I. (7) Raising mound south of pump station building above level indicated on drawings. Cost is as follows. Topsoil Delivered 35 cy 0 $12.00 1g20 (10 Hand Spread Labor 36 bra. 1 $23.95 A-"Z— g Iota] Cost $1.282.20 ON e P i 20X ITZSS j1 Total Cost 6l,S39.61 (8) Painting Concrete Bean and Metal Beams la pump house interior - Gray concrete paint and gray metal paint Primer and finish as per specifications. (Surface area - 146 sq. feet). Paint q .S gallons 9 i19.10 - i07 30 Labor B hrs. i i23.95 11.91,59 Total $778.90 ON a P i 2OX AU-71L Total $331.68 (9) Additlon of telling hatchway as per request . Labor 1 1/2 mh i $23.95 - 9107.78 -3- OH a P a lox �yi sl3 Total 0129.33 Total of all items 1 through 9 - $6,383.73 We would appreciate a change order which would incorporate the modifications and changed field conditions listed above. Me total project coat is summarized as full owsi Original Contract s197,860.80 Change Order •1 $13,531 71 Change Order 82 66,303 73 Job Shack - 6 no. • $61 .6S *307 90 Less Credit for Storm Sewer S -90 -UQ Total Contract $21S,161.13 Sales Tar ! 8 lY UZA?Q,0 Total Contract t232,592.12 Our invoice, which is attached, has been prepared utilizing the parameters presented above If you desire a meeting to discuss the project changes please advise as soon as possible. CILNHIS N ULIRKL, P.L . _1_ u+uo�sF roR c11� Br gc�ls�n.i+elLr�d�e UI SCU Contract t3nount i347,B60.BO Change Order tl Change Order 02 1 f3l3..631531 .7.7 Jcb Shack 6 no. ! i61.65 Less Storn Sear. Credit $307 .90 S€3.D4ll_.4w lot..l Contract 4215./69 .13 Ursa Retainage R SX Odd Sales lax ! 8.1X <i30,758.215 113.tZ9�23 Total Currently Due $221,834,22 Less PreviOUa Pavnent Pavnent No. 1 Pavnent No. 2 f2S.363.60 Pavnent No. 3 t31.135.40 Pevnrnt No. 1 $161093.60 Pavnent No. 5 so.066.60 Pavnent No . 6 f72.929.90 Total Pavnentc tt37,102 .07 Total Currently 0" 481,351 .31 Ue would appreciate paynent of the mount presented about no later than June 11, 198S. 0 . BURK C, P.C . cc, LUNnne i FABRICATED PIPIN* LENGTH F X F F X PE PE X PE LENGTH PE X YIC VIC X VIC F x VIC �1'•0- 77460 451 58 128.31 1 1. 1'- 6' 0' 156.54 170.59 4'i.82 82d.86 501.84 178.57 1'.6• 206.80 2'-0• 875.12 552.10 271.11 580.14 2'-6' 925.38 602.36 22779,09 2 -0' 307.32 321.3t W. 3'-0• 975.64 652.62 329.35 3'_ 6' 357.58 371.63 830.40 p- 357.58 371.63 680 66 3'•6' 1025.90 702.88 379.61 3'-6' 407.84 421.89 68Q, 4'•0• 1076.16 7 14 429.87 4'-0• 455.10 aM.tS 76t,tD iL 4'•6' 11264 803.40 480.13 4'.6• 50e.36 522.41 ,,yy 5'•0• 1176.88 S30.39 931,Mry�% 51.6. 1220.94 SBp.85 S'_0• 558.62 57267 061_�,*- 903.92 8• Wall 6'•0' 1277.20 DSl.18 622.83 6'•8' 1327.46 1004.4! 630,91 8'•0' 659.14 673 19 962.22 7'.0' 1377,M ttn4.70 681.17 6'. 6- 70940 72345 103248 7'' 6- 1427.98 110496 781 69 7'.6' 759.92 773.71 1133 74 8'-0' 1478,24 1155.22 831.95 6- SWAS 823.97 1183.26 e'•o e6o.,e e74.z3 n63.2e 8'•6• 1528,50 1205.4e e82.21 D10.M . 91.0. 1578.76 1255.74 932.47 924.49 0'.6. 16"02 1306,00 9'.0• 960.70 974.75 1E9i, 10'-0• 1679.28 1356.26 1pJ2.D0 1p'.8• 1010.96 1025,01 t�04 d. 10'-6• 1729.54 1406.52 1063.25 10'. C• 1061.22 1fT75.27 0• 1111.48 1125.53 11'•0• 1779.80 1456.78 1133.51 tt'-p• t,8t.7a t t75.79 /l64.82 11'-8• 1830.06 1507.04 1183.77 I1'.8• 1161.74 1175 05 1464.82 12 1930 12'•0• 1980.32 1557.30 1231.03 08 12'-0- 1262.26 1276,31 15e5.34 13'•O' 1980,84 1657.82 ,33s.55 13.- 6• 1312.52 132657 1635.50 0' 1362.78 1376.83 1685.66 13''e' 2031.10 1708.08 1384.01 13'.6• 1l13.0! ta27.Op 173e„12�� 14'•0• 2081.36 1758.34 ,43$.0) ,!'.p- 1463.30 1Q7.35 .1766.36�Ri 14'-6• 2131.62 f08.80 1485.33 14'.6• 1513.56 14 7.3 1836,61�j°14'' 15'•0• 2181.88 785e.86 1535.59 15'.0• 1563.82 1577.87 1866.9Q" � 15'-6• 2232.111 1 ON.12 1585.85 15'-6• 1614.08 1628.,3 1D97Xt6''"� 16'-0• 2282.40 1959.38 1636,11 16'•G. 1664.34 1678.39 ,9e7A2 16'•6• 2332,66 2009 64 1686.37 16,•6• 1714,60 1728.65 2037.68 17'.0• 2382.92 2059.90 1736.63 /7'.0- 1764.86 177891 2087.94 17'-6• 2433.1a 2110.16 1786.89 17'.6. 1815 12 1829,17 2138.20 181.0• 2483,44 2160.42 183715 18'.0• 1865.38 1879.43 218R.46 For the following items add to ebov9 listed Prices. RIGHT ANGLE-yi'3 M.J. BELL TYTON BELL ONE END ONE END DUCTILE STEEL-,. W/ACCESS W/GASKET 260 L8. IRON C.I. FLANGE FLANGES SEEP..'c Ado to PE Prep ,23.et Add to Flange Price I RING 66 -•'1'•.ry, , 24. ------------ 288 65 _ 160,40 - Add to l Pkm.Ldal SUPPLY COMPANY TELEPHONE$03/643-8661 4000 S.W HOCKF.N AVENUE BEAVERTON. OREGON 97006 pF RF. • • PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGIfVEERING • 21s �6" oAL _ S1lMlN""NNLDINO MULL AVE SO. RENTON WASH 98055 Ep 1rED SEPIEMQ BARBARA Y. SHINPOC� MAYOR MEMORANDUM Date: Alay 22, 1985 To: Larry Women, City Attorney From: Ron Olsen, Utility Engineer Re: Renton Pump Station No. 9 Puget Constructors We have not vet received the "Intent to Pay Prevailing Wages"from Lakerklge. Paving,n subcontractor of Puget Constructors, Therefore, we have not been able to maAv progress payments to the contractor, Puget Constructors. They am looking for a;,pedal dispensation so they will be able to collect their progress payments in order to continue the project. Attached is a letter which explains the dispute. Would it be possible to give this contractor some special dispensation to enable him to continue with this job until the dispute is settled and Lokvridge Paving send us their"Intent to Pa-Prevailing Wages"' We would appreciate an opinion on this matter as soon as possible. Thanks a lot! .1ft 12252U GET CONSTRUCTORS 1OleA.enuo 0.,QH.Won.npwn2050t A4/ Ilk �,��edf dU�ou� /•�<�YGi/.� �lsrr�Ct/�>.r�+�s "Oral a�a w,fivrx ' 1,;A'w.v& A) ENGINEERING / CONSTRUCTION / MANAGEMENT PUGETCONSTRUCTORS 17cro 35 EW 4In AHnpW O,•^pu,W,mmgt.n W501 >+�lay �2, iv8s _ ac dr�r.�-P aye yew,'- 00,4 �� r�5� .� rJoyrN�' q��.•��y ��/ts.lr>9 GLY.'�:s ��divr� .�.dj� rr�• ,/� r o »Ytx.G 16, ly6SJ 'okle rJo e� rue `� /.Y� cat u,. fiJ v�•..�.y� 7/,�y fia� ,v/moo' .�,� eX.) A job. .rJOT �rt/�/�f 7�F /F�ii/KJ /i�Giii�Y1Y<oN 7 e / h �_z„0-41 � �y &e.. �y llrs�Pzs liv>f�a�rir ENGINEERING / CONSTRUCTION / MANAGEMENT AUGET CONSTRUCTORS 1Y35 EA1'eh Awn. 0IyTp1A Washington 98507 PnoM 12051/54'95`1 May 24. 1901. 1 . Barry Barnes CH2ft Hall P.O. Boa 91500 Bellevue, UN 90009-2050 Ft.vur, WelLeliOg_dJ•}�3.pSL�y.._9 Deer ftr Herne,. Yesterday, Puget Constructors substantially completed the abuve referenced project with the full owing exceptions. (1) Start up of Pump unit which was delayed because of wiring problems which were not caused by Puget- (2) Installation of penthouse fan which has been delayed because of shipping Problems attributed to United strike. Presently, the unit 13 in air cat-go in Rtlanta. Ue have not been able to obtain a shipping date to Seattle becau:.r of the airline strike backlog- (3) Seamless flooring which has been Postponed until all Pipe painting is finished (1) Sealer for brick must be installed when information is obtained You must resolve the type of product desired if different from that specified. Product submitted meets specification requirements. (S) Interior pipe Painting which has been Postponed Pending delivery of "tar stop" from Los Rngeles. Ur know of no other work which is required. Consequently, we are req.,estirg that you provide a final "punch list" and an adequate time extension to cover the uncompleted itens We believe two weeks should be sufficient . ENGINEERING CONSTRUCTION / MANAGEMENT We are requesting a meeting to resolve the changes in work which were covered in a previous letter In addition to those changes, we should also discuss the follouinge (1) Time lost and devoted to wiring changes. (2) line and materials required to raise another telemetry bow. (3) Time and materials required for value extension (if required) We will be available to meet with you on Thursday, May 3[1, 19as or a subsequent ,date. II I.NNI', II BIIRRI, 1' 1. . 'z' OF R,6, 4, z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235.2631 e� ✓�' MUNICiVAL DUILDINO 200 MILL AVE.SO. MINTON.WASH.50055 0 FP TED gEP1F� BARBARA Y. SHINPOCH MAYOR MEMORANDUM Date: May 24, 1985 To: Gloria Minnick, Purchasing From: Vince Lee, Public Works Coordinator Rr: 'Intent to Pay Prevailing Wages" Form Puget Constructors, Contractor We have received approval from Larry Warren the Lak."aa Paving "Intent to Pay Prevailing Wages" and he has agreed to release Puget Constructor's payments since the asphalt has been paid for long ago. We will contact Lakewood Paving to supply us with the "Intent to Pay Prevailing Wages" form or they will be classified as a non -acceptable contractor in the Cite of Renton. Also, Qaeen Cities has not done any work on the project and has not received any money and they will not receive any funds by way of payment to the con- tractor until the "Intent to Pay Prevailing wages' form is received by this office. i:.0 IL E RLO:jft Fnpmeers Plonners • ' Economists Saennsrs May 29, 1985 517146.A3 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 MAY 3 0 19&5 Gentlemen: Subject: Renton Well 9 Pump Station Construction Progress Your letters dated May 15 and May 24, 1985, relative to Pay Estimate No. 7 and other matters have been received and re- viewed. Pay Estimate No. 7 had been processed to the City for work through May 13, but has been withdrawn. A revised No. 7 has been prepared and will reach the City by today's deadline. The status of items of work listed in your May 15 letter, as of May 25, was as follows: o Items 1, 2, 3, and 6 were completed. o Items 4, 5, 7, and 8 are incomplete. The 7 .mp and motor were started on May 24 but have not yet been tested. The water cfmples have passed the purity test. The items for which you are claiming extra payment by Change Order No. 2 have yet to be discussed and agreed upon. We suggest a meeting to resolve these items. It is noted from your letter of May 24 that you are report- ing the contract substantially complete with the exception of five items. We sfggested in our memorandum to you of May 17 that it would be desirable and acceptable if the epoxy flooring was delayed to ensure a 000d iob and to avoid damage to it during testing. With the exception of this item, delay in completing the other items was a matter for Puget Constructors. It is understood that the flooring material is now being placed and requires several days to set up. We suggest that a tentative date for the pump Wiest and inspection of the C-29 HU WC SypM COCO 15W 41tm Ar SF a� WOlp�g� 45 -lo : VO&A 9150Q aMla WV 1919 199Xq 2CM Puget Constructors Page 2 May 29, 1905 S17146.A3 construction be set for Wednesday, June 5. At that time the pump, motor, and all other mechanical, electrical, and chlo- rination facilities will be tested. There are arrangements to be made and personnel to be scheduled, so please inform us if this date is unacceptable. It is anticipated that you will request your suppliers of the pump, control valve, and chlorination equipment to be present. The other items you mention can be discussed at the same time. It is anticipated that all incomplete items you list will have finalized by June 5. Sincerely, Barry Barnes Project Manager pa:se5547ggg cc: Ron Olsen/City of Renton w/copy of Puget Constructors' letters py, '' • Certified ' 1 I INDUSTRIES. INC. ' d a14iE CGNT ,. NO iS3 O. O�Ef NC .]>•/ hpB 1001 MERCER STREET • 1206) 6,2 6222 P.O. BOX 9695 SEATTLE. WASHINGTON 6R109 June 7, 19a5 Notice of Rights to Material"n's Lien City Clerk Renton City Hall J 200 Mill Ave. SO. Renton, WA 98055 Attention: City Clerk He: Well No. 9 Pump Station This letter is t,. notify you that on May 28. 1985 we began to supply material for Wall No 9 Renton Pign Station Washington and that we are retaining our lien rights for materials supplied to that site. Under Washington State law we are required to notify you of our liean rights. This notice is not Intended to reflect upon your credit or the credit of Puget Constructors __ It is merely a formality we are instituting on all ,jobs where we are supplying material. We are pleased to have had the opportunity to serve yoi even thowgh this particular order came to us Indirectly. We look-fOr t e of being of service to both you and P in the future. Sincerely, QU€EN ITY INDU TR FS, INC. Cm OF RENTON Jolene Huntington, Comptroller JUN 12 Im onamson) CC: Puget Constructors O M�Icam ♦.OROw( " • F,p RCOVERMGS • STNTM T,CS • CERAM,C6 • TEN COURTS TRACKS L•i 11�wnw.'�� . INDUSTRIES. INC. eya5 ironEn•' n 1 ( •�,�.. ...... lECEIPT Ftf.USTED l v� P 195 114 638 City Clerk r UOETCONSTRUCTORS �195 Easr am avenue OIVmD�e Wasnmglon BBSOr Vnorre:2061'Sa 9571 June 10, 1985 Mr. Ron Olson City of Renton 200 Mill Avenue S. Renton, WA 98055 Renton Well Pump Station No. 9 Dear Mr. Olson: Please be advised that construction of the above referenced project was completed on June 4, 1985, 'Final testing and start up` is scheduled for Wednesday, June 12, 1985. The following suppliers will be present: TGD. Services @ 10:00 a.m. - (we must have chlorine cylinders delivered at that time) . G&C Systems - (cla valves) @ 10:00 a.m. Byron Jackson (pumps) @ 100 p.m. We would appreciate final review and approval at that time. If any deficiencies are noted, we would appreciate notification at the time of our meeting. We also would appreciate the opportunity to resolve and commit to writing the claims which were presented earlier. If you have any questions please advise. Please prepare a final payment voucher for the completed project. '100DENNIS A. BURKE, P.E. 11 I� ENGINEERING CONSTRUCTION MANAGEMENT • • , ram. - Engineers Flonners Economists saen?Vs June 17, 1985 S17146.A3 JUN 1 9 19?5 Puget Constructors 1235 East 4th Avenue Olympia, Washington 98501 Gentlemen: Subject: Renton Well 9 Pump Station Inspection of Construction This letter results from the pump performal:ce test and gen- eral inspection of construction on June 12, 1985. Several items for your attention are listed below essentially in the order of sections of the contract documents. Certain City requirements in the documents are also mentioned, and, by copy of this letter, the City is requested to notify us if there are other requirements not mentioned herein that must be met before final payment and release of retention can occur. Solely for the purpose of establishing the date of substan- tial completion within the meaning of the definition in Clauses 16 and 61 of the General Conditions of Contract, June 12 is established as the operative date. If a supply emergency occurs in the City water system, the City will operate the station. Please notify us immediately if you are in disagreement. Supplementary Conditions o Page 5--it is understood that you have earlier satisfied the City's requirements relative to MBE/ WBE affidavits. General Requirements o Pages 12 through 14--your attention is drawn to the requirements relative to 06M Manua.t and Main- tenance Summary Forms. Please assemble and comply. CAM HILL INC SKM*OMKe 15M 114M Ave 5 f.BWbv Wmh,, g1 2064V SOX PO Ba.C1500 891$ftu Wwftlg n 96WQ 2050 Puget Constructors Page 2 June 17, 1985 517146.A3 0 Page 14--manufacturer's certificates and/or written guarantees are required for: - Roofing Specification 07412, page 2 - Pump Specification 11004, page 2 (please note remarks below on vibration) Earthwork o Access road--asphalt concrete paving shall be a minimum of 2 inches thick (Drawing Sheet 11 . We have a copy of your correspondence with your sub- contractor regarding this item. Please inform us of your intended action so that we may witness a site investigation. Landscaping o One Scotch pine is dead, and others do not appear to be alive and vigorous, which the contract re- quires for 12 months after acceptance of the work (Specification 02200, page 8) . Turf o Restoration of damaged turf did not pass a recent inspection by the Parks Department. You have since performed some remedial work, which may be suffi- cient. A further inspection will be made on or about July 1. Preformed Metal Roofing 0 As mentioned above, a written 5-year guarantee is required in the terms set out on page 2 of Speci- fication 07412. vertical Turbine Pump and Motor 0 Page 2 of Specification 11004 requires written certification by the pump manufacturer covering the items described therein. The pumping unit met the performance criteria during the test, with the exception of vibration. It is suggested that you contact your supplier to field-balance the unit. Puget Constructors Page 3 June 17, 1985 517146.A3 Chlorination Equipment o Provide spare gas mask cannister, as specified, and place gas mask in outside safety cabinet. Fire Hydrant Assembly 0 Specification. 15150, page 2, calls for the operat- ya- ing nut of the hydrant gate valve to be within - 6 inches of ground level. A valve-stem extension with cross guide as described in the specification must be provided. Valves and Flowmeters o Operating and maintenance literature mu=t be provided. Ventilating System (Specification 15260) `w o A blown fuse in the control circuit prevented op- eration and inspection of the roof exhauster. The fuse must be replaced, and then the exhauster will be checked out. Electrical (Specification 16010) o Touch up damaged paint and mounting bolts of pump motor (page 0 . o Provide written evidence of acceptance by all reg- ulatory authorities, electrical, and others (page 7) . o Provide as-built drawings and O&M material (pages 7 and 8) . ^' o Identify all circuits in the motor control center and control/)unction boxes in accordance with the conductor identification system specified in the Circuit Description on She-t 11 of the Drawings. Provide directory cards. Other Items o Provide transition slope from parking area paving G�_ to concrete walkway. Puget Constructors Page 4 June 17, 1985 S17146.A3 ww Secure meter vault lid and provide i -.g key. o Correct water ponding in northeast corner of meter vault. Strip concrete formwork. o Caulk around exterior chlorine fan sheet metalq,` Surround and secure sheet metal to will at all four corners. Goo Apply additional wood stain to the underside of roof projection, and provide a more uniform appearance. L ,o Change all lock cores and provide two City of Ren- QV- ton master keys to each lock, including door locks .' and two padlocks. Provide 2-inch screwed cap, drilled, tapped, and LT' plugged 1-inch NPT (CH2M HILL 'letter dated Novem- ber 13, 1984) to probe tube stub-up. o Secure all door closures with correct number of 0A screws and proper workmanship. o Paint north pump room door frame scratched by door closure arm. o Provide electric motor end cover cap screws and secure. ti4 o Correct slight leak at pump discharge flange adapter coupling. k O Return water meter to City. ` O Provide key to wall hydrant cover. V' Ok'L o Clean telemeiftfry room, floor at conduit location. gyp, o It appears that the entrance gate hanging post may be settling so that the b:r will not enter the closed position. Okk o Check potential drip leak at 2-inch gat^ valve in chlorine room. Puget Constructors Page 5 June 17, 1985 S17106.A3 o It appears that the restraining lug devices on the discharge piping have been incorrectly installed. P� Please provide manufacturer's literature illustrat- ing the correct method of posi•.ioning the lugs. This letter :s not intended to address the claimed extra work items and change orders. Therefore, according to our files and knowledge, the following have yet to be processed: o Extra sod at access road entrance (claim received) . o Payment for office trailer. o Deductive amount for deletion of work at Metro crossing. o Roof-access hatch (claim received) . o Painting of wall beam (claim received) . o Chlorine room fan revision (claim received) . o Mounding of soil south of pump station. A letter will follow on these itens. Howevei, if you wish we will arrange a mutually convenient time to address the above items and any others you desire to bring to our attention. With the exception of the inspection of turf and providing you proceed expeditiously with the other items, it should be possible to finalize this contract in the near future. Sincerely, Barry Barnes jcl:se5547kkk cot Ron Olsen, tt ^^ J UGETCONSTRUCTOR• 1235 Easy 41n Avenue O Waxnng�on easm P pOne 20E '54SC-*9E'1 June 19, 1985 Mr. Ron Olson Utility Engineer 200 Mill Avenue South Renton, WA 98055 Renton Well Pump Station No. 9 Dear Mr. Olson: Enclosed is the notice Of "Intent to Pay Prevailing Wages" submitted by Queen City Industries. Please note that this is the final Notice of Intent which is required. Also note that each notice has a cost of $25.00 to L&I. By statute the city is to pay 50% of said cost. We will be invoicing for the L&I submittals in the near future. DENNIS A. BURKE, P.E. 4 � /7 D►Aaa.: � MM V I� YYY JUN 2 0 1995 ENGINEERING / CONSTRUCTION / MANAGEMENT PU CO GET V aAr:a-r>,s •.11;Essl�m anon!1706 15�AR1: TO: Dennis FROM: C_enn Hough r"+•""t DATES oune 21, 1985 SVB:ECTn CITY OF P'Y^ON, WELL M9 PUMP STATION CLAIM FOR EXTRA FILL As pci& your phone request of dune 17, 1965 for a memo on the above subject, enclosed is ry best recollection of the request that additional fill be placed to broaden the berm along the highwLy off-ramp and south of the pump house. On May 2, 1985, I contacted the City of Renton Parks Department with the request that we only have cne contact person to tell us how to 'install the sod arou-c the h❑i!din g. Randy Berg came over, reviewed the s-te and exp-ai ned .hat only he or his superv__or, Dennis Prink, wc•;rc - _' t`e contact work. I had .reed to contact Ken Classty, C-:E.•: :nspector, but since he was not aveLlable I con u.cted tn'. ?arcs Zenartment directly. On may 6, 1985 (the following Monday), I was at the site shortly after 8:00 a.m. to be on hand a`:j receive some incoming supplies. Dennis Frink, Renton Parks Departmert, caao by and reviewed what items_ he wanted us to include our final grading and sodding work. These _terns included the reslopino work arena the access road from, the parking lot, areas to be sodded, irrigation of the grass. and the berm south of the pump building. The requested borm layout included a broad crest which resulted in additional fill from the flow meter vault on to the south and also required raisirc the fire hydrant control box and an existing telemetry box. : rolated t.,.� discussion to ."en Glassby later during the day or the following day. I recall reviewing -t with Marshall so he could relay directions to the soddrna crew or answer questions should they come up during my absence. ^.bore were many items needing attention those days and I did not get all of the details recorce9 in my diary. Thus, these details are not as specific as we would normally have for justification. I'm sure that the request care from the Parks Department. My understanding was that the extra cost would be provided to the Water Department by the Parks .,epartmont . ENGINEERING I CCNSTRUCT/ON / MANAGEMENT UOETCONSTRUCTORS u]5 E•st•m A,enw W"", I;W WSW vnone 2p6•'SA%�� June 21, 1985 S 7 f/� Mr. Barry Barnes CH2M Hill P.O. Box 91500 Bellevue, WA 98009-2050 Renton Well lump Station No. 9 Dear Mr. Barnes ^'-E• •-�8•� Ea l'� fi Enclosed is a copy of Glenn's remo to me in reference to the imported topsoil addition on the above referenced project. I£ you have any questions, please advise. ,40zale DENNIS A. B' RKE, F.F. ENGINEERING CONSTRUCTION / MANAGEMENT EDLUND ASSOCIATES, INC. 409 Evergreen Bldt•, 15 S, Way RENTON.WASH�NGTON 2565 (206)255.5726 lrss 25, 1955 City of Renton P.O, liu. 36767 200 Mill ATeRne South Utility Engineering Renton, Washington 96055 OUANTIT V DESCRIPTION UNIT PRICE TOTAL Installation of Sod and Beauty Berk 19,999.00 I Sales Tex f _ tI ORIGINAL �'�}JIN o cJUtR� I Installation of Sod and Beauty Bark in conjunction with storm sewer near Cedar River for Well M9 Pump House W-718 Lwilp Sum i 9,999.00 8.11 Sales Tax 809.92 TOTAL lU 808.92 CONFIRMING PURCHASING TO ORULR AUTH. BY: n '�/ 4T=� PUGETCONSTRUCTORS .. -+-',Ali . 04mk•a W*U,^ t tern, Julie 2G. l9P5 _ . . . ttr . Garry beer nrs CN2N Hill P 0 box 91500 0ellevue. Ua 99009-2050 $enSBAs!F1l�'V.Ip_ilpt191.��.� Dear Nr barnesa fhts Irf ter is wr ntteo rn rreponse to your letter of June 17. 1985 the following are our comments, •tl r lhr CIBM manual is p.erxntl V briny prepayrd- It um i udrr: CLM trfurnntign on the roll awauUr Ovr(,n Jackson Pump r:.) flow meter I ) CIO value 'd) Chlorination equ]pnent ••<1! Ue have requested manufacturers certiticat" from the lulluwiny en+ Piunecr kanfipy lb) uvrou Jar{,,on Pumps e(3) Ill, asphalt well be chrrkeal when wr visit the site fill tl,, last tlmr the Iaef .it, v,si1 Ib eaperted to ru-cur Il-in fridmv. June :8. 19P5. Ur have r"Alice•d IN, dead "Suolrh Parr" 1•Ira�•r ,navy the 1•arks Urpertment water the grass and shrubs If ebe-y don't wntrr the Plants during dry weather they well der that It a nurmel maanlenance task, It as rxpecleo Nu Geiar antees are pr uvided if Ihr plants aren't watered (t1,ev have not Celli watered fur the po.t Iwo months) . (Si the turf was lnstelled to meet the Perks Department requirements. Unfortunately the Parks Department ran thrir lownmawer over the site prior to the sod taking hold. Ihev sucked a number of petchea Into the lawnriwer and chopped the sod into small chunks ENGuaEERING CONS7pUCT;ON : MANAGEMENT dery also destroyed a large er ee that became excessively wet because of flushing activities by continually dr)uing their lawnmower through that area_ Ue removed the cut up and and placed topsoil and aced in the destroyed arrms. that was more than we should have been required to do. "(6) We have requested Byron Jackson to balance the motor ••t7) We hat-e renovated the chlorination supplier to supply the gas meek canister and to place some in outride safety cabinet and to repair the leak. in the 2" ga:e Valve. (B> The fire hydrant extension has been installed. •(4) the ventilation system is working . However', the heaters are to(. small The fan trips out after approximately S minutes. New healer, have been ordered Iouch up painting of the m,,tur cep and lnalal.latlon Of lost screws no., been completed. •�.11) the permit card iron the City of Renton Building Oepartnent is attached. <12> No 06" material 1s auallable on the MC(. Your- electrical engineer 1c more familiar with the changes which were nadt to the submittal than I We should Ott tourthrr on the "as built' drawings (13) 911 wires have been lagged and reference card.; provided (14> the H 1 transition slopr has been )rn.talled ,15i The n15s1119 anew has born provided to the meter vault . Itar key is a ntonda,d manho7e bolt key utilized by all utility department., (10 H drain has been installed in the meter vault and connote formwork removed. (17) The chlorine room fan has been attached on the outside and caulked (18) Nddit)onal stain has been provided. ••<19) the loaf, car" will be changed thls vest Ur have in•.lrucled the supplier 1. cvot,tct Ron Olson to change the cares <20) A cap per your instructions has been provided on the probfe tube. ••(21> UP will review the door closure problems and paint the door frame during our last trip this Friday, June 20. 1986 (22> The pump discharge "leak" has been corrected. -(23) UP will return the citv•s water meter this Friday. June 28. 1985. e•<24> The wall hydrant key has been ordered and ahnuld arrive next week - it will be delivered or mailed at that time (25) the telemetry room floor has been cleaned. (26) the gate post has not settled. It is irk ao is. (27) The restraining lugs on the piping are upside down because of the installation. However, their being upside down does not maternally effect their ability to function as intended in this installation. (28> The emergency lights work as intended and test out ae: required. the five )tenst with a • adjacent to then represent work which 2a currently required by Puget. The five items with a .. r ^present work to be •.ed by our suppliers. All work will be completed wither �t two weeks Consenuently we are requesting that the be finalized immediately and that the Department of Rcv I labor and Industries releases be requested by the City- 11na1 pralect payment and close out are requested at this time It i, noted that the pump station is operational and providing benefits to the City of kent., It the City of Renton desires the four door holders and the four replacement light fl.tures ins.tolled, we would suggest that a separate purchase order be e.ecuted since delivery is e.peried to be four to five week, from placement of order . The cart it as foilnwer (I> lnntali 4 door holders 08U 11871 USJD - 1214 oil (2? lnr,toll 3 new Krnall 113b36 - DPAC 11.turr:' - *600 00. } (3) install one new Kenall 13636 RE fixture I Mal - f1,02i 00 Restocking credit for existing fixtures ("00.00) lotal Cost - 6621.00 If you desire to proceed, please execute a separate purchesc order since we do not desire to delay the current project for a Period of five weeks. Also our records indicate that a written change order entitling pnvment to Puget must be executed at the earliest possible time. that change order should address the following additive work 1) Extra sod at road entrance 2) Pevnent for office trailer 3) Roof access hatch 1% 8r'eaking out concrete block S) Painting of well bean 6) Raising telemetry and value box 7) chlorin : Room Fan Recisions 8) Mounding of topsoil nee, meter vault 9) Addition of panel protection 1W Engineering work for metre cror.sing Please arrange a meeting such that these items can be addressed e/s,soon& possible. BE M1411 - Seattle office ` OCT 13 199T Erg+news 777 108tn Avensro.NZ PO BOX 915X • fconomgrs Bellewo.WA 98009-?OSJ 1 Scrennsts 206/153-5" y Date October 9, 1987 City of Renton Project No, S22074.D1 Attn: Ron Olsen Client Ref No. 771 City Hal' Invoice No. 515107 200 Mill Avenue South Renton, Washington 98055 INVOICE For services through September 24, 1987. in connection with the removable skylight modifications to the pump station at well No. 9. Professional Servi,,es: $1,841.79 Expenses: 45.25 TOTAL AMOUNT DUE THIS INVOICE . . . . . . . . . $1,887.04 CHAR16,: i, L. "GS CITY OF RLN1Ji` U.. ;CATION t THE oeCeeA1o1T1a a+ Nr-" """ uNxn neusn ar RIUU.T. M.r - man.uLT NA , TNO 0 A MT. WE All NWwO OrU)A1I" CU 1O' •nAWrl ME rT' or MM", ONE, TNAT 1 11 W AUI4tee .Ws-" K M Meant tr INNUCLAK Wo 42444 Az/00b45. fib. 38. br (-s) 9 3g�7 04 �,dV. Sisrsl seLS6/354/1 OUP AMr.Aru,T ON Ilfv+n U,INTC1[T.MIANC,fNAnoTr WILL Of ArutNo AT P,n.nlR nr...1.10.u.uYVw gl,uisune V«oP TWA LAO1 on AL, ACCOUNTS OVERDUE UWRWS TUTLOOM1e.+1nn eue ed,TAACT («:w Nnus mceNn,r.R:+ � w-71B A oiF x 4244 4ZIA,5.5`Jfo.3` .(09cls x 37* (j,4,), 9 4ot8) 108 l Fnpnaels 777 77 708rh Avsnuo.NF Wormers PO Box 91500 Econom�lh Belfevve NA 98009-,1050 5cwtats 205/4513-5000 Date January 14, 1986 City of Renton Project No. S22074.D1 Attn: Ron Olsen Chant Ref. No, 771 City Hall mvOice NO 914018 200 Mill Avenue South Renton, Washington 96OS5 INVOICE For :trvices through December 24, 1987, in connection with the roof modifications to the pump station at well No. 9. Professional Services: $337.19 Expensest 37.33 TOT; .MOUNT DUE THIS INVOICE . . . . . . . . . $374.52 PON seLS6/354/1 OVl llp AiVNII dl NCltl M wVOKL IYYCI CYNNtp\t[N[tYON 1F M1KlKl gWYpWMpll YxY1M MY![eVi Ylglll ilAll I.VWI Y LU M[OY11)Mlw Wl1Y[N MAIN OIKA WAS[N,CM COYIIIKI.twi'Y rM{N K(NN,W:!J ENDING F FIL ( 0 FILE TITLE 7/ g Sa�oL� ,yes Pump Y40,fltdA) 4f--6 - lq coars Ruc )o CoRRe��ivD�Jce