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W-2085 Sierra Heights Phase 11 ,CAG-91-005 1+ , . .� � ;., S"'' �'r � ,. ..y. � �u`'.. . • � ti,.,. .:. � � }. ,� � � �� � � w / �, _ � /, / . ' a' ;. :. y is rt.'.. M— I IN7 a4f.- s t WBrown aid Caldwell onsultants mmm�m��eim.wr ! 6 fy FV an �,Y51(![�]5k1 January 16, 1992 Mr. Mike Benoit J Department of Public Works 3 City of Renton Municipal Building 200 Mill Avenue South Renton, Washington 98055 14-6137-10 Subject: Sierra Heights Project near Mike: Per your request we have prepared a scope of work and budget for the steel water main replacement and additional items under Task 3. These are enclosed herewith for ,your review and comment. Pleae call me if you have any questions, Very truly yours, 3 BROWN AND CALDWELLx Robert S. Gatz Project Engineer RBG:sjw Enclosure cc: Mr. Michal O'Neal, Brown and Caldwell I y 1 •1 A I • S • • �.ti i "1 3 Ise i D RS 9 1 s8 ega $ a8 83� t a g . - 9 i ■ $ I ! 1 3 g E mat It d S v �� IIr al �N z 7 CITY OF RENTON Planning/Building/Public Works Department _ Earl Clymer, Mayor _-_ -- __lyw GWnaaaa,Al�iallantx August 4. 1992 King County Real Property Division 500 King County Administration Building � 500-4th Avenue Seattle,WA 98104 x+ I SUBJECT: APPLICATION FOR RIGHT-OF-WAY PERMIT 9Y CITY OF REN10N ax„ 1I I E Ii)I In 1991. the Seattle-King County Department of Public Health (Health Department) ` , 1 performed a house to house survey in the Sierra Heights neighborhood located in and around a1 the northeast part of Renton. As a result of finding obvious septic system failures at 39% t of the sites evaluated within the city limits, the Health Department requested that this portion of Sierra Heights be declared a '9avere Public Health Hazard" (letter dated June 12. 1981). The State Department of Health IDOHI concurred with the recommendation and tkr'" made the declaration(letter dated August 27. 19911. The City has completed a pro-design report, design plans, and specifications. Our proposed `+ ' > sewer main crosses from the City across a portion of the County am, back into the City where it connects to the existing Honey Creek Intereeftor. Additionally, several of the properties within the health hazard area, while within the city limits, front on County w p r Permit for the y streets. The City is therefore making application for a right-of-way pe construction of the sections of the sewer to be installed in County right-of-way. The project includes the installation of approximately 5400 lineal feet (LFI of 8-Inch sanitary sewers. of which approximately 1800 LF would be in King County right-of-way. The y Improvements proposed for King County right-of-way would be located in SE 104th St. (from Renton City Limits to 128th Ave. SE), 128th Ave. SE (SE 104th St. to SE 102nd StA. - + and SE 102nd St. (128th Ave.SE to 165 feet west of 130th Ave. SE). tt The City has applied for a franchise from the County. The application Is pending approval of the County Utility Committee. Because of the schedule we are trying to meet to resolve the health hazard, we would like to submit out application for the right-of-way permit and request that it be processed up to the point that it is ready to be issued when the franchise Is approved (anticipated as 8-17.92) or as soon after as possible. r If you need any additional information, please contact me at 277-6206. I Very truly yours, � 1 i Michael A. Benoit Wastewater Utility Engineer Sa-ROW/MAR it Auunmmu a. Crap Eimmvm�n 200 Mill Avenue South- Renton,Washington 99055 r k KING COUNTY PROPERTY SERVICES LYIVISION RIGHT OF WAY CONSTRUCTION PERMIT t TELEPHONE 296-T456 3 ENVIRONMENTAL ASSESSMENT PERMIT NO JOBNO l Rectuvetl Dale RiEcovaO FRANCHISE N0, Al` KROLL PAGE NO. ]bs -- NOI RepUINt — — ❑ Exlattn9 ASNUITEarll DATE 4128193 SECTION. AL-A- TWP. 19 RANGE_i___ _ (2 CANWIcally Exexrnpt APPLICANT' C1TY UK AKhIM - WATLK UTILITY ____PHONE NO - ADDRESS _ k)u Hl�AV67.UA dWTN ULID NO — __ KE:TON. WA yHoss BOND AMOUNT Kn Job 0owsolptio°0 EMERGENCY CONTACT PHONE NO. — .. TU 1NLTAL.. APYKU.\I+'a.TK1.Y IUUU 1'EET Ut nt,,t, UN; It& 104n STK[KI 1'KW4 TuE KENlU:. CITY ...i11T5 TO L.BTh AYaNUu >i 118TH AYLNUI: SK PKOn :.F IUaT'H NT"ET YU SE IU:nu NYNnET A P1lYdONBTKUC"CluN CONYGYLNCE BM4... tli: 1WyU 1Alu�. OFLK CDT ON AI LIOAOS PEN PLAN la ACLEPTAIt..K IN ACCURDAN" WlTd E,Nt. CO1RtTY ROAD BTANUALLs�6t Cflt)L U-03 'J b. BE lUaTK LTr_'L 6 "dT;t AYLKLL SK EluaLu AL PAf6NLU ucl) OYKKLAI t'ULr. 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I I 1 ( I�1�,,11 9gnabra nl AOdsam �,ya' L')�'+ II' April tn�un Natn+atl A/a i` Ene.Nnl 4, i fnrmn 1pufl __. . .A/1o:9] ar Oaf Mmr1 C4f I/Map(iMOObpMxpaYMfbMraqu dlpnN a.0 torxl llunalMrn)IN abO MkrW aM anaMxypaw ' al.wM.+Y1LM'Ac I - . rYOlc u.. wl'h MArro Hd CCUMY moM1YMaWli[Ma M'nNNe..url r '. h . ., . TaMn.. r.... y MTrr.MMCMnn I»•a r r«. fa•^MMunn ... .. . . . .. vCa�, e,..o pcwWryy x«Mw•,rn, M re NM do i AN NaN MENEM" tb IMMcpOa OorW E.capt«M WM tom.tN•pY tpa Mau nM ma Neap Oa,m 1"Nn W«Ya 7 orq MY haft M MI IMM*swo am haft COnll«nlx M In aCIUnMM'1 wln Ito T•nual nn unlbrm Ir•111<Cnn11Cl d ft hr I " "N IDEMIM t a A,,NNb IN,l III&CNII bM MCA ndn Yantn RMNMINI as a mkrlMlT atoll xbxma a"d CNSW awb«na bO MIRM6pO t"aaOW C"1'«.ayN•d IJ«prnal ' w,N,llan O aeM �nblbrDMYN11M1Y OMMCa WpMN dlpTfy MRMa'MM NOIIOIWMN%NowYrYIYY Mp*OlaFaf(REMCa dMabdwM+OpF�a"W, 6MlenaM rib aelVd+UWahbO(OOeTaafelrvOYmapaa(pp(MMi�"fFA�MNpmNRMafnptlMMond IVMh YYaMO tbam Gar I v',py�fl••a,I. a'T �wr�• UOrnvaO dl _ 1..rMNr wo'rN Fnnn.ar n.Ve dflrWMK4NirW NY.IrbrWrrrlE MIN"N,.ft"GMINC, "'n Mao...I ry X vh ` Y y E CITY OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor Y Y l,yea Guttmann,Adatlelslnlar _r j December 21, I092 y Bob Berk.slrum '! Hammond Collier,N'ad,A Liringsrone A,,oc,Inc. 4010 Someway N. Seattle,WA 94103-I41911 M Subject: Stem heights Steel Water Main Replaeeman Project-Phase 11 Dear Bob: 1 Please find enclosed revisions to you original Task Order suMnittal of the subject project. Please revise your submittal to comply with the enclawd revision,. Also,adjust the mat hours to renect these charges. Upon ^ completion please resubmit your entire Task Order Authurbation package(with nu signatures)for review. Upon approval,the Task Order will he signed Very)truly yours, Ron Olsen fie( Water Utility Supervisor Smma2 rim ba,lom. 200 Mill Avenue South • Renton,Washitt8ton 980SS i DESCRIPTION OF PROPOSED WORK ATTACHMENT NI CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CONSULTANT.IGREEMENT CAG 91-005 FOR PROFESSIONAL ENGINEERING SERVICES, TASK ORDER AUTHORIZATION NO,4 SIERRA HEIGHTS STEEL WATER MAIN REPLACEMENT PROJECT PHASE 2 DATE 1l7/93 PURPOSE The City of Renton requires replacement of the existing steel water mains which are deteriorating to a state of very high maintenance and water loss costs.Tnis project consists of approximately 4.400 L.F.of water main along S.E.103rd,S.E.104th,Queen Ave N.E.and CRedmond Ave.N.E.in the Sierra Heights neighborhood.The existing steel water mains will be ' replaced with new 8-inch ductile iron water pipe,as well as new water services connections and new fire hydrants. 1 WORI'TASK ITEMS `. A. PROJECT MANAGEMENT This task is allocated to the periodic meetings with the City of Renton technical staff and internal management efforts to implement the project.Budgetary control,and billing preparation is .^ inauded in this work. B. PREPARATION OF PUN AND PROFILE DESIGN DRAWINGS OBJECTIVE. To ensure the Chys project requirements are being met by the design work and specifications under preparation by the consultant. II APPROACH: Submit to the City preliminary plan and profile drawings and outline specifications,at the 90%level of completion,for review and comment.Mel with City Staff to discuss their 90%review comments and incorporate agreed to changes into the drawings, specifications and bid documents.All designs to be produced on a CAD system transferable to Auto CAD Version 11. PRODUCT. A marked set of preliminary drawings and specifications to be used in in final design phase(approximately 11 design sheets,2 detail sheets,1 cover sheet and 1 legend/general notes sheets). The design will be established on the survey base drawings as prepared by the firm of Brown and Caldwell Consultants.The base map shall include the conversion from the known coordinate system to stationing,off set from the street centedine data,bearings and distances from existing street centerline monuments. O PREPARE FINAL CONSTRUCTION PLANS,SPECIFICATIONS AND COST ESTIMATES OBJECTIVE: To produce the construction documents required to obtain permits and contractor bids on the project. APPROACH: Prepare the final construction plan and profile drawings,including the title sheet. index,and vicinity map all on Auto CAD Version 11.Prepare specifications(to include special t LZ provisions to the specifications),bid documents and standard details utilizing the City's standard specifications and contract documents.Prepare an engineers construction cost estimate. PRODUCT. One set of full sized drawings on mylar media,S sets of full sized printed drawings,and 50 sets of specifications and bid documents bound together with half sized drawings D. OAICC Internal,independent review of the project preliminary design,and final plans.specifications and cost estimates. E. BIDDING ASSISTANCE Assist the Coy of Renton during the bidding period,responding to Questions from contractors, and assisting the City In evaluation of the bid results. F. AS-BUILT DRAWING SET OBJECTIVE: To provide a set of reproducible record drawings on mylar media,showing the charges made during the construction process. APPROACH: Obtain marked up prims,drawings,anc other data from the Contractor and the Inspector to make permanent changes to the original drawings showing items of change occudng during construcion. 1 PRODUCT: One set of recoN drawings on 22 x 34-inch mylar media,with all makrings drawn directly on the mylar(no"sticky-back'materials)and computer data disks with the ACAD Version i t record file contained within. 4 v� , HAMMOND.COLLIER m WADE LIVINGSTONE ASSOCIATES.INC CONSULTING ENGINEERS ,�b„¢F y¢p¢n FMl[t ti•:.0.NJM V RVF F':"I[Jr1- I443 wF[oEo[FFrwlro Fv Muc[uvwOSTON[• p109TONE WAY NONYN RwN N¢NOu1N n[ vKO[IX[FO wEMI¢[ SEATTLE WA6INGTON6EI016060 OKL AL6 AwN G L6 IF TELEIPHONE 206-632 2!!A wM.tKthMIN.Nn pON FN[Lro r[ I.ex,562 T-MT FENKTw L[pMTON r L F FAX�206.e32 CVAT I A December 15, 1992 L `LJ Mr. Abdoul Gafour City of Renton Department of Public Works 200 Mill Ave South Renton, Washington 98055 RE: Sierra Heights Water Main Replacements - Phase 2 CAG-005-91 _ Task Order N4 Dear Mr. Gafour: Please find attached the signed Task Order M4 forms for the ~ adjustment to this contract. This adjustment increases the project scope to include production of plans, specifications and bidding documents for the water main replacement project. If you find this in order, please process both copies for signature. Very truly yours, HAMMOND, COLLIER i WADE - LIVINGSTONE ASSOCIATES, INC. Robert Bergstrom Attachment RB/jlm /6xll,e/brptNL077RR r, a,!4i CAG-91-005. Adden. /3-93 i EXHIBIT "B" A. 1 jj�@CLQRDSR AOTHOAIEATION City of Renton Project No. W- Z015- Name of Project Sierra Heiehts Water Main Replacements - Phase 2 `7 Master Agreement No. CAG-005-91 "t + ° li Task Order Authorization No. 4 i' The City desires to authorize engineering services pursuant to the �= x Master Agreement entered into with Hammond, Collier i Wade . ' ; Livingstone Associates Inc. and executed on January 19. 1991 and :r3 st identified as Master Agreement No. CAG-005-91. .s . tw All provisions in the Master Agreement remain in effort except as kv." expressly modified by this work Authorisation, and are incorporated herein by reterance. I i. Scope of Task Order _p I. DESCRIPTION OF PROPOSED WORK - Attachment 1 II. ESTIMATE OF HOURS AND COST - Attachment 2 III. SCHEDULE FOR COMPLETION OF AUTHORIZED WORK - Attachment 1 IV. ADDITIONAL ITEMS TO BE FURNISHED BY THE CONSULTANT SUMMARY OF FEE FOR ENGINEERING SERVICES Direct Salary Cost. ... . . . .. .. ... .. . . . . . . . . . . . . . . . . . . . . . . . $ 9,686.46 overhead Cost (including payroll additives) ................157.7t S 14,791.22 Sub-Total $ 24,477.68 Net Fee. . . ..... ............................... 12% S 2,937.32 Sub-Total $ 27,415.00 Direct Non-Salary Costs: a. Travel and per them. . . ..... $ 200.00 b. Reproduction expenses . . ... . $1,800.00 c. Computer expense . . . . . . .. . .. $5,050.00 d. Outside consultants. . .. .. . . $ 0.00 a. Other (specify) .. .. . .. .. .. . $ 0.00 Total . . . . .. . . . ... .. ....... . $7,050.00 GRAND TOTAL $ 34,465.00 If you concur in this Task Order Authorization and agree to the items as stated above, please sign in the appropriate spaces below and return to this office for final action. !iE` n,ort i,aia.a+:.vtoze.� EXHIBIT "B" (00nt.) TABR OBQIIHIQTHORIEATI4N -' City of Renton Project No. Name of Project Sierra Heights Water Main RaRlacements - Phase 2 Master Agreement No. CAG-005-91 - Task Order Authorization No., 4 The maximum amount payable under this work authorization inclusive of all fees and other costs is $34,465,00. I � All work under this work authorization shall be performed pursuant to the terms, conditions, specifications, and limitations contained in 1 the Master Agreement. I SUMMARY OF PAYMENTS UNDER WORK AUTHORIZATION .- 1 Prior Task Order Total Task Order Authorization Authorizations No. 4 Direct Salary Cost 820,407.93 S9.686.46 S30.094.19 Overhead SI1.162.92 111.791.22 $45,954, 'L_ (including Payroll additives) Direct Non-Salary Costs S11.268.80 S7.050.00 S18.316.80 Not Fee 56.188.5C S2.9I7.32 S9.125.JL Total S69.028.15 134.465.00 $101.493.15 O Consult 's Signature Ap oving Author HCWL Engineers Earl Clymer, Nay r 1 Print Nfte Data of Authorization: f V'rar s. .90 /1f3 Title Jottest i993 B k Date " Marilyn J.IJWerson. City Clerk '.e���,ww•pweomis I a. l k CITY OF RENTON MEMORANDUM .. DATE: Prhruar) 21, P>`p TO: Run Olnan,Water litiltlr Surelsisor FROM: Rick Moreno,Prcnject Mmuµer SUBJECT: 1992 Sleet Waterinaln CIP t i ISSUE: Slmuld the Water Ulilit)design tlw IW)2.trel w-netnmmn replacement CIP in Sierra Ht Alit,will,City Pei wmuel or putYfur it con ultmu de%iµll, 1 BACKGROUND: O 7Iw estimated cost of comtrucliou for the entire waternimn replacement in Sierra Heiµrits is SN."j")(see - atlu•hecry. Present Irwlµele,l mnamnt few 1992 steel main replmvetn<m is SN),I ty1. Additional fumh will be Iranderred if nemvwv)front odwt projects. 'flee lha wwalet Section cuvew(v has aulowled Brown&Cad"I to design nwle select mums ill mniumtisal wish cot LID in Sieta Heiµhts. This conlraCl Imiudes sur e),prelwalwo of hase nunp. sewe,t cksggn mat bill document. Achlllionally the WaUrwaler 111i11t)is puntulµ µtam Iwxlintµ aso'isluna•. At it*Water Utilitys,eque,l,Brown mar C alttwell suhmitn®I a cnntrut proposal for the tkesiµo it Siertu Heights steel wateimuin r<plasmn•nl, Their prnptued tksig n Will couatructlon tnmuµrmrnt nomld cost S3111,11110. By mmpmisol all in-Imuse destµo,use,of pnlfesskuW dranitw wni"s mid nmstrucbun mmuµement would cost$I high. The Wactewalei Section is utuler a tight lime so ltedule to propme tksiµtl mar uonnplele WWII tyn(..tculionu for Sierra Heiµho Brtuoe Blown&CaltMel!'oleixls W ulifiee dw smile lwsontnel to design dw,wmet main replacement.Ilw sanilmy sewer pregevl lime schedule nnuv Ile compnnntsed. Dur to Water Ultlity badµet limilatil is mxl the time nuouainl to prtxluce u wmrr Iksiµn ae supplrmenl [tie sewer*51911 mill bid(hwunneul,a oral ctsl slaiogs could he teal'vrd M dewµnilnµ this ptujetl iolealsc RECOMMENDATION: It is tentmmenxkd Ilul pne Water Dliliy utiltrr the Iwse maps ahead)pnxitled by Bnnatn&(":J&xell to tkuµn tlu water plaru;uxl prepare supilletilroW hid dawnents trial will be italuded in ill,srwet hid packnpe m a separate•ni dula. J Reaxnnlelded _ _.. .Dale;_Il�Ie�L ....t . Approvial f r. r a� 1 tl �rJ � ® .� CAI) 1 � i ` � .may --..l,.�e"•— 1 �''. 1 OI 1 � MA/N .l�•PY.ILOwwT G•GP. LN.R4' , __�_..—� _—. -q,y aar s.s=rst.f 1 ` uI of Adr,4I0) 1 &-s . c«vobraucr/av Gst: 1 'dz7z,s20.do 'f1rT11i µiSf. GetTs29V,w1.�V Qa i v•tiu�/ss &o"r t ii,Soo.o• a �Jt u Y 9� Ila 9 f y Rp:p a z8, 3 � • 3 � iy� —J T I � I i Is b iRf Y S i8 is aR is ai R .aa R i .M R f TR aaR { • ff ■ as& .R i i ss 9 f a scf y� fit ti h 44'r" EXXIBIT "B" TABU ORDER AUT�0-It—TZATION city Of Renton Project No. Name of Project Sierra gneOhts W_ to er Main &2 4caments - Phase 2 Master Agreement No. CAG-005-91 Task Order Authorization Nc.__ 4 The City desires to authorize engineering services pursuant to the Master Agreement entered into with Hammond, Collier L Wade - Livingstone Associates Inc. and executed on January 18. 1991 and identified as Master Agreement No. CAG-005-91. All provisions in the Master Agreement remain in affect except as expressly modified by this work Authorization, and are incorporated herein by reference. Scope of Task Order I. DESCRIPTION OF PROPOSED WORT( - Attachment 1 II. ESTIMATE OF HOURS AND COST - Attachment 2 I - III. SCHEDULE FOR COMPLETION OF AUTHORIZED WORN - Attachment 0 IV. ADDITIONAL ITEMS TO BE FURNISHED BY THE CONSULTANT SUMMARY OF FEE FOR ENGINEERING SERVICES Direct Salary Cost.. . .. .. . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . $ 9,696.46 Overhead Cost (including payroll additives) . .. . . . . . . ... . . . .1,52.7% S_ 14,791,22 Sub-Total $ 24,477.68 NetFee. .... .. . . . . . .. .. .. .. .. . .... ... . . . . . . . . . 12E S 2,937.32 Sub-Total $ 27,415.00 Direct Non-Salary Costs: � a. Travel and per them. . .. . ... $ 200.00 b. Reproduction expenses.. . .. . $1,800.00 c. Computer expense . . . .. . . . . .. $5,050.00 d. Outside consultants . . . . . . .. $ 0.00 ' e. other (specify) . . . . . . . . . ... $ 0.00 Total . . . . . . .. .. . . . . . . . . . .. . $7,050.00 GRAND TOTAL $ 34,465.00 If you concur in this Task Order Authorization and agree to the items as stated above, please sign in the appropriate spaces below and j return to this office for fir41 action. i /wHiry`rpWt426tl 200'39tld l-m l,r WObi d5�21 E6. 0 titlt J \ G aeLOLI O \uvu�./ , •..BS-YlY'YR.L`�11.`Sf:.l. ATZOM . City of Renton Project No. Name of Project SiSIZA Heights Water Main Replacements_- Phase 2 '.. Master Agreement No. CAO-005-91 _ Task Order Authorization No. 4 The maximum amount payable under this Work authorization inclusive of all fees and other costs is $34,465.00. All work under this Work authorization shall be performed pursuant to the terms, conditions, specifications, and limitations contained in the Master Agreement. SUMMARY OF PAYMENTS UNDER WORK AUTHORIZATION I Prior Task Order Total j Task Order Authorization 11 Authorizations No. 4 I Direct Salary Coat _520.407.93 _ 59.686.46 $30.094.39 Overhead $31,162.92 S1a.791.22 $45.954.14 (including Payroll additives) Direct Non-Salary Costs $11,268.80 $7,050,0 518.318.80 Net Fee 56.188,50 52.937,32 59.125,82 Total $69J28.15 S103.493,15 Consult /s Signature Approving Authority HCWL En lneers Earl Clymer, Mayor i de-Print N e Date of Authorization: Title Attest 1923 By e; I Date a�- Marilyn J. Peterson, City Clark 600' 39Nd 7-nJH W08A 25:21 C6, 0 N0f a . t OHN d 'tIJ le:00 tNUR HCW-L PRGE.1304 DESCRIPTION OF PROPOSED WORK ATTACHMENT it CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CONSULTANT AGREEMENT CAG 91-005 FOR PROFESSIONAL ENGINEERING SERVICES, 4 i TASK ORDER AUTHORIZATION NO.a I( SIERRA HEIGHTS STEEL WATER MAIN REPLACEMENT PROJECT PHASE 2 DATE 117193 j PURPOSE The City of Renton requires replacement of the existing steel water mains which are deteriorating to a state of very high maintenance and water loss costs.This project consists of 1 approximately 4,400 L.F.of water main Sorg S.E. 103rd.S.E. 104th,Queen Ave N.E.and Redmond Ave.N.E.In the Sierra Heights neighborhood..The existing steel water mains will be replaced with crew&inch docile Imn water pipe,as wall as new water services connections and new fire hydrants. WORK TASK IT,-MS 1 , A PROJECT MANAGEMENT This task Is allocated to the penixi, meetings with the City of Renton technical staff and infernal management efforts to implement the project.Budgetary control,and billing preparation Is - J included in this work. B. PREPARATION OF PLAN AND PROFILE DESIGN DRAWINGS OBJECTIVE To ensure the City's project requirements an being met by the design work and specifications under preparation b,l,he consultant. laa APPROACH' Submit to the City preliminary plan and profile drawings and outline specifications,at the 90%level of completion.for mview and comment Mel with City Staff to discuss their Will,review Comm+cos and incorporate agreed to changes Into the drawings, specifications and bid decUmenta All designs to be produced on a CAD system tnnsferable to Auto CAD Version 11, PRODUCT: A marked set of preliminary drawings and specifications to be used in the final design phase(approximately 11 design sheets,2 derail sheets.1 cover sheet and 1 legend/geneml notes sheets). The design will be established on the survey base drawings as prepared by the fern Of Brown and Cardwell Consultants,The base map shall include the convers.on Imin the known coordinate system to stationing,off set from the street centerline data,beenngs and distances from existing street centerline monuments C. PREPARE FINAL CONSTRUCTION PUNS,SPECIFICATIONS AND COST ESTIMATES OBJECTIVE: To produce the construction documents required to obtain pemhits and contractor bids on the project. APPROACH: Prepare the final construction Van and profit drawings,inciud'ng the title sheet, index,and vicinity map aG on Auto CAD Version 11 Prepare specdtcetlons(lo incude special t� 4,7 i a . ;r Y ,S' - JRN 13 '93 12:01 FROM HCIJ-L PBGE .005 previsions to the specifications),bid docomems and standard details utilizing the Cilli s standard specifications and contract documents.Prepare an engineer's construction rest est'mate, 1 PRODUCT_ One set or full sized drawings on mylar media,5 sets of full sized pret d drawings,and SO sets Of s"ficatlons and bid Uowments bound together with half sired drawings. f D. QA/QC Internal,independent review of the project preliminary design,and final pans,specificahons and 4 cost estimates. E BIDDING ASSISTANCE I A&I,the Cay of Renton during file bidding period.responding to Questions from contractors, and assisting the City in evaluation of the bid results F AS-BUILT DRAWING SET r OBJECTIVE: To provide a set of reproducible reoorC drawings on mylar media.showing the i changes made during the construction process APPROACH: Obtain marked up prints.drawings and other data from the Contractor and the Inspe.lor to make pemlanent changes to the original drawings showing items of change ocCuring during Construclon, `1 PRODUCT: One set of record drawings on 72 a 34-Inch mylar media,with all makrings drawn directly on the mylu(no'sticky-back'materials)and computer data disks with the ACAD Version I I record file contained within. l 1 I 4F i lY;+ f dv N �v _�wr�rtl�IrM��{MMr���IRMMA1M1�i11ArcIrllMNll II i --_. -..+ "�4:.�.�` /� CITY Of RENz I ATTACHMENT 12 D Z CITY OF REN70N JHCYWL ESTIMATE OF PROJECT COSTS 01 a 511FINA NLIONTS WATER MAIN REPLACEMENTS-AMASS 2 ATTACHMENT 02 JANUARY 6 1663 TASK 16 CONTRACT{COPE J CA_06.1OF01 __ _ ASSIST _ PRINCIPAL SENIOR PROJECT PROJECT CA00 CLERICAL 6U{TOTAL! N TASK fiFMA ENGINEER PONin ENOSQNR ENOINEEII TECHI m _ 031.16 /IMAM 220,1e E10.76 112.27 114.Y0 PROJECT MANAGEMENT 16 0 0 A ]S WATER MAIN OE40N OON SUBMITTAL) I{ 00 12 IN 303 .� DESIGN RNIt10N{ A 20 72 A CONTRACT DOCUMENTS 111 26 10 60 = ONOC • RECORD DRAN6N08 v a AS 6 n SIDDING ASSISTANCE A { HOUR SUMMARY PEA TASK 0 64 164 20 2{ N AM r SUBTOTAL DIRECT SALARY COSTS IO.M 11 2N,16 Ta tN.a N17.00 N 6W.G N/a,00 /a 6NA6 OVERHEAD COSTS 103.7% $0.00 61 N2.20 $4 7A7.0A N00.a] 17 030.37 10]1.AD 11 1,22 SUBTOTAL $14 A77.60 OIAECT NON-SALARY COSTS COMPUTER TP 6201HOUR 10010.00 MILEAGE 6..3 PEA MILE 1260.00 REPRODUCTION 61 6M.0o DIRECT NON SALARY COST SLR TOTAL ST 060.00 NET FEE , 13%OF DIRECT SAMAY.OVERNEIGRA COSTS 1 g7.a2 _ I ND TOTAL I I I I i v D ' m m tem AL1 PASS 1 I F1'yN'i w ,L nI `X* I ,w t< s7' F.. `! 1 CITY OF RENTON - ATTACHEMENT M3 a SCHEDULE OF AUTHORIZED ENGINEERING WORK c January February March Narro 11A 11110 11,17 IIfJ4 11141 2/7 t/14 11121 Ltd 130 13114 13121 t/tt RESEARCH � ', � a DESIGN SKETCH n ACAD ORAFTWG � + a PROJECT MANUAL I OWNER REVIEW - = REVISIONS t, OWNER APPROVAL r IND ADVERTISEMENT I BID OPENING i I i i t i 6 R h<V<l. CriG<M h•yr«< � Sr••m•ry weemmeeelow Om: IAtlJ NoncntlaM � NY<wo•< � Rap<OW V y i .. 4 s Attachment NI Scope of Work SIERRA HEIGHTS STEEL WATER MAIN REPLACEMENT PROJECT --� Purpose The City noeds to replace existing,steel water mains which are deteriorating to a state of very high maintenance and water loss costs. This project consists of approximately 4,400 LF of water main along SE 103rd,SE 104th,Queen Ave NE and Redmond Ave NE in the Sierra Heights neighborhood. The existing steel water mains will be replaced with new 8-itch ductile iron pipe,as well as new service connections and new rue hydrants. TASK 1 PREPARATION OF PLAN AND PROFILE DESIGN DRAWINGS Objective: To ensure that the Otyzs project requirements are being met by the design work and specification preparation being performed. i Approach: A. Submit to the City preliminary plan and profile drawings and outline specifications,at the 9D% level of complenom for review and comment. B. Meet with City Staff to discuss lheit 90%review comments and incorporate agreed to ' charges into the drawings,specifications and bid documents. C. All designs to be produced of CAD system transferable to AutoCAD Version 11. Product: A marked set of preliminary drawings and specifications to be used in the final design phase. (approximately 11 design sleets,2 detail sheets.1 cowr sheet,and I legend/general notes sheet). The design will be established on the survey base drawings as prepared by Brown and Caldwell Consultants. r The base map shall include the conversion from the known coordinate system to stationing,off-setfrom street center line data bearing and distance front existing street center line monuments. ,J TASK 2 PREPARE FINAL CONSTRUCTION PLANS, SPECIFICATIONS AND COST ESTIMATES :a Objectiw.. To produce the construction documents required to obtain permits and curaractor bids on the project. Approach 0. Prepare final construction plan and profile drawings,including lire sheet,index,and vicinity map,all or a CAD system vanserable to AutoCAD Version 11, R. Prepare specifications(to include special provisir I the specifications f bid documents, and standard details utilizing the Cily/s standard.. .tions.and contract documents. C. Prepare an Engineer's Construction Cost Estimate. Product: 1 set of full-sized drawings on mylar,5 sets of full sized printed drawings,and 50 sets of specifications and bid documents bound together with half-sized drawings. TASK J AS-BUILT DRAWING SET Objective•. To provide a set of reproducible record drawing prints of drawings showing those changes made during the construction procvss. Apprrach: Obtain marked-up prints,drawings,and other data from the Contractor and Inspector to make permanent changes to the original drawings showing arms of change occurring during - construction. Product: One complete set of record project drawings on 2204-inch mylar with all markings drawn directly on mylar(no'slicky-baclt"materials)and one Computer disk with the database for the project, transferable to Auto CAD Version 11. I 1 3.Y M1 �w ram. COf:CURRgEfN DATE f•lt"43 CITY OF RENTON COUNCIL AGENDA BILL Alt I S,Ar eMs Dela Planning/BuildinglPublie Works For Agema of 0.010kfs.a.. Utility Systems DivisionANater Utility I - StmCtnt.t Ronald L. Olsen Agerbe st,ns LvN ;,;;-' Rick Moreno X-6208 conaem -- •' SubOd Puck Heerep Task Order Authorization No 4 to Annual Contract CAG-91-005 cixnnii l0aae ,1 Hammond,Collier, Wade-Livingstone Assoc..Inc.to perform 0`d " t engirteerirg services and prepare plans/specifications for Phase II Raedulan of Sierra Heights Steel water Main Replacement project. Ott sue.ree - Ev New Buw,ees Task Order Authorization No.4 Contract story sine Task Order Scope of Work Project Site Map - RKCmmtl7•E Ad. AppWw XAnnual , Legal Dept._._. X(Approved 1/91) { Council Concur F,n."ee Dept X(Approved 1M) - Fnfel lmpep E.reanwe Regixiwi $34,46&00 rramlerrAmaM,lwa...... AmwM euE9NM $48.465.00 it l ow.reua 4211500f1a sae 31 e5 55170MI 705430 Summery M Adw Hammond, Collier, Wade-Livingstone Associates, Inc. will perform engineering services including preparation of plans, specifications, and a construction estimate for the implementation of the proposed steel water main project. The budget for this Capital Improvement Project is$398,465.00. The budget break down for this project is as follows: $ 34,465.00 Consultant Costs i $ 14,000.00 City Staff,Inspection Services,Construction Contingencies $350 000.00 Construction Costs $398,465.00 Total STAFF RECOMMENDATION' It is the recommendation of the PlanninglBuildinglPublic Works Department that Council authorize the Mayor and City Clerk to execute the attached task order under CAG-91-005 with Hammond, Collier, {, Wade-Livingstone Associates, Inc. for engineering and specifications for the Sierra ''Heights Steel Water Main Replacement Project,Phase II Y DOCS924)21RLMp — — `� I F � I� � cmor xwta E C E I V E CITY OF RENTON MAR 1 , P2.',.3 ABBREVIATED ENVIRONMENTAL CHECKLIST F R Ora3.i:jth 1t PROJECTS BELOW SPECIFIED SEPA EXEMPTION L The Stare En e...nlN Policy Art SEPA), Chapter 43.21C, RCW a ea ell p let p m con ids tit nvironme.IN imp en.of.ptopo.l bar.,*makbq doublons. Although tit.State Envinnnesental Po1.y All do..epoorly stein crop bN.empn.n the.cm.in come ces.,be mIxiOnd by boost ap.nc •if there a likehhood of p ob bb significant adwr.impact item an otMrwiu enegonoNly...mpt project. Although the SEPA rules do not generally oqu .nor nmerRal docum.nbb. wMn.project is.ppencNly eaa ypt. many.I projects are. In fact, a part of a forest whW. wN.h is not. ar.met- Also, urW teeent gmdshe.rallied by the W..Nngte.Star.Dapanmml or Ecology.it i.'.c.mmvded that agencies nvi.wlng prolecu.how shot SEPA w..conaidend. TN.wou:d bs consistent with. 1980 star. Court of Appeals decision which held that agencies should consider Rely enyirorunenW ollacu bout. applying the SEPA covagencN esempeons. The City of Renton has developed u tfle abbNatod cherkkst to assist In doing this. Please wst each.uesdan and attach your wwae on additional p.aes if you need mw.opera. Do not leave any gw.tlon bl.ek-If.pw.tlon a... at apply.Ple.....thb arbr tM ou.tlon. A. BACKGROUND � 1 1. Name and Phone Number of Applicant: (f��� AGf' !ate O�Xfi?db� 1 2. Address of Applicant: 2Cb Hag, bVr !�C �y �MIX% 0104110 11 � .FG$ 1 'L - 3. Project Name or description: ��EILp,Yffd T L �Idmlr—� 4. Address(or Seetion/TownshiplRangs If the site has no address).` 6 Ave 4'� S. Tax Account"Number of the Subject Site- --*W Oft? I j 5. Is this proposed action related to an existing structure or activity on or in the immediate vicinity of the Ej subject site? ✓ Yes No. If yes, please describe in the project narrative. •rasps+ Ngrugf3 -taweK riillaww- I %jtrO OsW 6. Do you have any plans for future additions, expansion, or further activity related to or connected to this project? _ Yes ✓ No 7. List all federal, state and local governmental approvals or permits that will be needed for your proposal, if known, SIN le (AOON'ry rt-Ap d,,v re-itfAtr l 8. Please attach a ccum2late, description of your proposal, including existing uses on the subject site, the proposed uses, the amount of any grading or filling(in cubic yards). the e.amount and/tyyp�e of any on-site 1 contamination, and the size of the project and site lin square feet)•aj�v' l 1A'e*&e� 9. Attach one complete set of project plans, a scaled site plan, and a neighborhood detail map 56� r(ficHE17✓ 10. What is the current zoning classification of the site? K=- �tllt�6� IVI 11. If applicable, what is the current shoreline master program designation of the site? 12. What is the current use of the site and adjacent properties? _— �y eo w��T er 4i moms 1 13. What were the previous uses of the site? Could any of thes, have resulted in contamination of any typq,on the site? ✓ No Yes. If so, generally describe. .1 pfclJlez�S lJe.� YAoee p415w� PM Ai pPeF0wp tJye olw '&Tlw P6 MINA& F/0. B. ENVIRONMENTAL ELEMENTS 1. Are there any surface indications or history of unstable soils in the immediate yicjpity and/of could erosion occur as a result of clearing. construction, or the proposed use? V _ No Yes. If yes, generally describe and discuss propQssed measures to reduce or control erosion, or oifiar impact to the earth, if any.T"f�^le GT I PytW 4 C" r'Vep �- coM�& ye,rT111trt6a Wru- Nora s4stW(�rt.160 .►It•M 1'rbRw dN 4tra1 6VN►K,�+goew Islas 2. WI. this proposal resut in the emission of any hazardous substances (such as paint or petroleum products fumes), smoke, or odors into t atmosphere during construction or when the project is completed? No _VYes. If yes, please explain and discuss proposed measures to reduce or control emissions or other impacts to air, 0 any. 10 e�p,� OIV v¢N1tf� . t?I.L. ut4s4VAwfroN ValekVp 'Na."MAit *ght sr�+Ma+ ,sf Wily I VSAP 3. Will the project require any work over, in or adjacent to Iwtthin 200 feet) of any surface water body, such as a stream, pond,take, or wetland? No Yes. If yes, please explain. 4. Does the proposal lie within a 100-year floodplain as Indicated on the latest Federal Emergency Management Agency IFEMAI map? .�/ No Yes. If yes, please note the floodplain location on the site plan. 5. Is the project located within an Aquifer Protection Zone? _Yes, Zone 1 Yes, Zone 2 No -Noo 10"107K lei 1W UN` 1 B. An there any environmental health hazards, including possible exposure to toxic chemicals, risk of fire or explosion,spills at hazardous waste, that you know of that could occur as a result of this proposal? _V" No Yes. If yes, please explain. 7. Could waste me rials from the proposal or activities on the site enter ground or surface waters? Yes _ B. Are there any threatened or endangered species known to be on or near the site? _, No Yes. If yes, please indicate what they are. 9. What types, levels. and hours of noise would be created by or associated with the project due to its construction or post-development operation? a XlaN "Afw Hatffy 1Nt+.d 1$40 or tI@01t-Q6 +r*,vtayltusv • No revs cahl+,r�+>Gthef+ K ►Ilw ?I►t>r taa�lLp}kwaA e1L w.f. ,. T.dk%ar trylDa 1f11ti fi-e'10i: 10. Could light or gbinq from the finished project be a safety hazard or interfere with views from nearby properties? No _ Yes. If yes, please explain. ryfcf tb V dNpWeL 0Wy9flitill P-® i i I I. Could the proposed project alter or obstruct views in the immediate vicinity.' No Vas. If yes, please describe. 12. Would the proposed project displace any existing recreation uses on site? No _ es. It yes, please describe. 13, Will the project result jn ano increased needilot public se vicesexpla Ifor example. fire or police protection, schools, etn.0 ,_✓ CERTIFICATION The above answers are true 3mplets to the best of my knowledge. I understand that the City of Renton is relying on them I= :u consider the likely environmental effects of the above described project. Signature: -,-_-'-`--' Dater Relationship to Applicanc_�4��_ r—=--- i FOR OFFIC'�L USE ONLY: Reviewed Date Reviewed', ._ Recommended Classification: Exemption Upheld _ Further Information including regular Envlr.mmunlal Checklist required di i g --� �J t}ID TABULATION Pape 1 of 2 OWNER:City of Renton PROJECT:Stem Heights Water Main Replacements Phase 2 - BID DATE:June 1, 1993 Ca,r of Remmm Cornmor: Contractor: Contractor- SCHEDULE A Engineer's Estmute Grant Cmstrt Lion Kar-Vel ConarI Debra Cotmoebnn Item Bid Unit Bid On.! Bid Unit Bid 'Una Bid No. Oescriplion Unit Mamiry Prue Amoum Price Amount Price AVI Price Amaom 1 Trench Etcavaion Safety Systan LS 1 f2,500.00 $2.500-00 f2,000.00 f2.000.00 $1,00 $1,00 f100.00 SI00O0 2 9-Ductile Iron Water Main w'PoIY-wrap LF 4900 S30.OD $147,000.00 527A3 $132.937.00 529.17 f142.933.00 f27.00 f1323011100 3 9"Gate Valve EA 17 "M.00 S153O0.00 5325.00. f5,52500 5575.00 59.775.00 f450.00 f7,650.00 4 Bank Run Gra•el far Trench Backfal TON 3100 S15.OD f46.500.0D $5 95 $I t 445,00 $2.00 $6200 OD $S 75 S17,325 00 5 New Water Mom Comsection EA 7 f2.000A0 $14,000.00 f500.00 53,500.W $1.400.00 S9,80000 f1,500.00 SI0,500.00 6 Service Connoctt9n Type 2 EA 65 f450.00 $2925000 $350.00 522.750.00 5300.00 $19.500,00 fA00.00 f26,000.00 7 Fire Hydrant Assembly EA 7 f2,5o0.00 f17,SNLOD $2,300.00. 517,500.00 SLA17.00 $1271900 S2300I00 $16.100.00 3 Asphalt Ccncrar Pavemem Patch Class B TON 620 575.00 f46,500-00 sum $29.760,00 $67.00 $41.540.00 f75.00 546,50000 9 Crushed Surfacing Trench Backfill TON 570 SMAD f11,400.00 $9.75 f5,55730 $720 $4,104.00 $10.00 $5,700.00 10 Cold Mar TON 300 f65.00 SI9,500.00 $34,00 f10,200.00 $34.00 5101200.0o 536.00 SI0,g0000 11 Pmtbmd Cement Concrete Thrw Blocking CY 37 $100.00 $3,700.00 550.00 - $1,950-00 555.00 $2.035.00 f2500 $925.00 12 Cestent Concrete Curb and Gunter LF IS $10.00 SM-00 #000 530000 $25,00 f375.00 52000 S300.00 13 Construction%racing wee As buih lafarmation LS 1 $5.000.00 55.000.00 f4OoO.0o S4,000.00 55,000.00 SSAW.00 $3.075 00 S1.075.00 - 14 Remove and Restore Lawn,Landscaping LS I $3.000.00 f3,000-00 $1,000,00 f1,000.00 $2,500.UD 52,500.00 $3,000-00 $3,000.00 15 Traffic Cornr,,i LS 1 53.000.00 f3,00P.00 550O00 f500O0 E600Oo 5600.00 51.00000 SI.000.00 16 Calrodic Prwection Ten Station EA 2 SL000.00 S2,ODOAD 5125OO $250.00 $216-00 $432.00 5400.00 S300.00 17 Pipeline Joint lording EA 5 $200.00 f1,000.00 53000 5150.00 f35.00 $17500 S40.00 5200.00 It Storm DminW Impronerver,.ts LS 1 $6,000,00 f6,000.06 f1,12000 SIA".00 $1300.00 $1300.00 52.150.00 52,150.00 SUBTOTAL SCHEDULE A 5373,300.00 S259.044.50 $269,I39.00 $289.92500 t2%SALES TAX f30,610.60 52L159.65 • S22,07330 $23.773.95 TOTAL SCHEDULE A 5403,910A0 f'_79, 04.15 $--91,262 501 5313.698 i5 R C SCHEDULE B 1 Asphah Concrete Overlay Cl.B TON 672 $43.00 $30240.00 $39.00 S2620300 f40.00 f26,530.00 f3i.55 525,905.(A 2 Adj"Madwk and Catch Bat® It fV! -ALM EA U f300.00 f4200.00 $100.00 $1,400.00 $100,00 10.400.00 f10o.00 f1.400.30 7 Ad'ua Vohs Bin r L;-/t' - 15 f2o0.00 f3.000.00 5100.00 SI,500.00 $45.00 $67500 f70.00 fLOW00 60 SUBTOTAL SCHEDULE IS 4� ♦. tit,./� f37.440.00 f29,1Ot.00 f21,955.00 $26355.2,325 16 82%SAI.ES TAJI 4)r ? $3,070.02 f2366.f6 $2374.31 f0,630. 6 0 - f4g510.Ot f31,494-16 f3',329.31 $30,6t0.76 TOTAL SO B x 1 . GRAND TOTAL ,� s664.120M WHIA99.01 S322"IAI S344,YMA1 f YO •Marhematica ertor in 1 id Bid wbmmed s ace z� a, 910 TABULATION Page 2 of OWNER:City of Reeser, MO/ECT:Siem Heigh•Wan Main RNlace is Phate'_ BID DATE:June 1. 1993 Contractor• Cawaced' Contractor Con0actor Eng of 's Em Del-Mm Con Westerhad Consts " - Engureds Estimac Del-Ma Coesmw:tion Camo Ca�ractas Gay Mauro Cor,srunior, V k 1 Inc.Dtc .. Item Unit Bd unit Bid Unit Rid Ueit Bd Unit BM Unit Bd No, Print Amwm Price Amount Pie Amoum Price Anneum Price Arnoua Price Am `t 1 32300.00 f2.500.00 36.0010.00 56,000.00 SI00.00 SI00.00 52,000.00 12.00000 S229.40 fiM.40 SSfA.00 5500.00 2 f30.00 5147,000.00 s2t.00 5137200O0 ' S33.59 SI64.591.00 f27.50 SI34.750.00 f24A7 $119,90300 $23.30 1115,150.00 3 f90000 $15.300.00 $500,00 St,500.00 $50000 SIL500.00 f850-00 f14,450.OD $454.91 57,733A7 $70000 $11,900.00 4 f15.00 $46,50000 S400 512,400.00 14.00 112.400.00 56.00 SISAM.00 SIM $33,945O0 $1000 $3],ODD.00 5 12,000-00 514,000.00 52,000O0 $14,00000 574000 $5,I t0.00 $4,00000 f22A00.00 $3,674.47 $25,721.29 $3.000.00 521,00000 6 5450.00 129,M,00 3400.00 526,000.00 $550.00 $35,750.00 5425.00 527,62500 3461.04 129.967-60 570000 f45.500.00 7 52,50000 217,5WO0 52,200-00 $1',40000 $2.000.00 $14.000,00 f2,30O.00 516,100O0 32.27145 115.907.15 $2,000.00 $14.00000 i 57500 f46,50000 570.00 143,400.00 55000 131,OOO.00 $60.00 f37200.00 fi3.10 551.52100 $65,00 $40,30000 9 520.00 511,400.00 SN-00 $11.400.00 $15.00 5i350,00 f20.00 f11,400.00 $I199 f6A34.30 f7106 f7,9t000 . 10 565.00 $19.500.00 S30.OG f9-000.00 520.00 f6.00D.00 $45.00 513,500.00 $5196 $15,51111.00 $45.00 51350000 II $100.00 53,700.00 50.01 50.37 $100.00 53,700.00 $70.00 $2,59O00 $119.90 $4,436-30 $20000 57,40D 00 12 $1000 f150.00 520.00 $300.00 55000 $750.00 515.00 $225.00 f15.99 $239.95 590.00 SIJ50.00 13 $5.000.00 $5,000.00 St000.00 $9.000,00 57,000.00 SL00000 St,500.00 S8,500.00 St,9N.30 f8:ID1.iD 59,70000 19.70000 N 53.000.00 f3O00.OD $5O00.00 55,00000 52,000.00 12.00O.00 53O00A0 $3.000.00 51,790.50 f1,79t.30 53,000O0 53,00000 15 S3,O00.00 S3O V0 $12,000,00 $12.000-00 55.000.00 $5,000.00 f3,500.00 $3,500.00 55,433117 $5,433.07 $14,000.00 f14,00000 16 f1,000.00 52,000.00 $500-00 SI.00000 S300.00 %W00 51,500.00 f3,000.00 5456.t2 5913.64 $350.00 $700.00 17 $200.00 f1,000.00 5200.00 $1,000.00 $10000 $500.00 $100O0 5500.00 595.92 5479.60 $25000 $1250.00 It f6.000.01) 56,00000 f6.00000 f6.000.OD $3,00000 53,00000 f3.006.00 53,00000 $939,30 Si39.30 f7,50D.o0 57,500-00 5373,30000 5316.60D.37 5309.621.00 5327,9W00 S33i.07707 fN5,730.00 f30A10.60 f25,961.23 525,3t9.92 526,091.00 f27, 48.32 522"16 5403,910b0 SN2.5b1.60 f333.009.921 S554131.08 $353225.39 1 r--S3-74.0-79.96 SCHEDULED 1 $45.00 530240.00 $39.00 526.M.00 • $70.OD f47,040.00 HS.00 fS3,150.00 f11411 555115.54 f70.00 f47,040. 2 $300.00 f4200.D0 $300-00 $4200.00 5200.00 S2,t00.00 f225.00 f3,150.00 5214.II $2.997.54 S_700-00 $2.625-00 3 3200.00 f3O00.OD Q50.00 $3.750.00 $20000 13,000.00 116500 $2,475.00 $5995 SS99.25 $175.00 f2,625"00 $37,440.00 SNJ56.00 552.140.00 .35,365.00 559.14191 $52,465.00 53O70.Oi f2.900.96 $4332.99 $2,940.93 S4,FA9.64 f4,302.13 340,510.00 f36.958.96 157,172.BH 539,005.93 f63S91.55 536,76T.13 � GRAND TOTAL 5666ASO.M f3".520.56 5392,102.1141, SmAr.01 5422216.94 • 543OA46-99 •Malremainl error or bid 'Mathernm"error in Did $399.4570 Bids,bmmed was ^ Bid wbmittN was f422216.92 ..r 10 Mr.. FT '93 16,03 FROM MCsa-I. TO FEW • -,E.001 [{l , TELEFAX COOViR SHIFT NAME: AAdaUI 6Q/R/e- FIRM: _Gni.�y....Q,f_ LOCATION: �Gr..&__A Fuer b Lki 19 FFAX NO.; $ENI 'ROM, NAME HAMMOND.COWER L WADS•UVINGSTONS ASSOCIAM.INC. 6010 Stone Way North,Seattle,Washington 98103-8090 s: IELEFAX NO.: (206)632-0941.Autormatic Receive lay/Night CONFIRMATION NO !206)632-2664 total number or pages transMtted.IncWding this cover sheet; J R you do not receive all of these pages,pleaw call"confirmation number as soon as possibll. Thank you. CORWMlb Y 0c «WIRheMCkdL '►r nal WE FIN be rnalled. Dale Tmmrrii ted: LAI —' q. 1 Y f. l ems. x ZZZ ,NZ = 1.S4z /z` . /{foci 4fOJ r 6 Tors "' g� 7 CF 5wv,r.P T.-y+rh J�dLr �JWi! t TUT�L (oIQ 7oN5aa Ib g W . a� MA't 6 '93 IS:25 FPOM HCW-L TO PENTON PauE.001 � - TELEFAX COVER SHEET 11 DELIVER TO: NAME: FIRM: LOCATION: C TELE-^v NO.. .F SENT FROM NAME: — HAMMOND.COLUER i WADE•UVINGSIONE ASSOCIATES,INC. 4010 Stan!way Numh Seattle.Washington 981034090 TELEFAX NO.: (2061 6324947.Automatic Rece ws Cep;Night 's j CONFIRMATION NO.. (2061 632.2664 Total numoer of pages tronsmilted.including this cover sheet: . �= it you do oqt receive all of that,pages.please call the confmnation number as loan os pouible. .../ Thank you. .e Comsnerth Ale el"YC *— Ek ga+l5 p6m 2 w M 1'rvl1J 0 OAgkgl wiff be mailed. , .S 0001inal will not bu mailed. t Dote TronsmiNed: MR'. 6 '93 15:25 FROM HCW-L T-) PE'.'0�. CITY OF RENTON 516193 1993 SIERRA HEIGHTS WATER MAIN REPLACFMENT PH.2 1993 CITY OF RENTON SIERRA HEIGHTS W.M,REPLACEMENT #" PHASE2 _ TOTAI UNIT _ TOTAL NVMBER DE8CI8PTION UNITS— 9T ,CO SCHEDULE A 1 L8 Tmmh salary 1 05,000.001 $5.O00,0O a 1 l r DI►w poly 41110CII /22.00 107,800.00 3 EA 9'OV I 11 _ 09_00. $16,300.00 TON Bank Run Gnwl 31007 — 4Y,9O $20,4E0.0O —b EA ,Wm Connwtlont 7 02,000.00 1 •14,000.00 6 EA W. 8arvlp 2 1400. 12E, .00 7_ EA Fro dram .. . 7 t2,00O.00 -114,000.00 S TON _tAC Patch 4301 /7E.O0 13a.26O.00 9 Cruahad Hoek—_� 570 {22.00 /12,640.00 10 TON Cold MIX 300 /86.00 N9.E00.00 11 CY'Concha 9beki 7 /46.00 11,86E-00 11 -if Curb s oumr 66.0 t 12 .SO ` 19 L6 Can.sunay --- i $2.600.O0 $2.500.O0 14 _ _L lMtora Lard . _ 11 2.000.00 $2,000.00 15 - LS Traf,le Control 1 N,O0O. _ _ _t4,000.00 _ 10 EA CaModk ra. _... -.._.2 /700.00 tt.400.00 17 _ EA Sne Bond E t20O.O0 •1,000,00 D Q INd 6 21 at 1 0,000.00 16.000,00 8UB3TA ICHEDULE A 0.061 a24.151.O5 _ AL WI TAX _ _.. --�— /31 SCHEDULE 61 _ TO AC ovERLA _ 872i. t4O.00i28.800Y O 6 — _&A AD MH 3 CB �'-- ,4 12. V-16— SCHIRDULi 9 __ 132,86OA0 i 6ALt9 TAlf--- I2-6f9.7e -. TOTAL RAX _ a3E.3E9.76 TOTAL 1 I cN6093.XLS Page 1 J I ID5 � Y ,IS y HAMMONO.COLLIER•WACM-LIVINGSTONE ASSOCIATES.INC. ❑❑ rr�� �} CONSULTING ENGINEERS L IETT II ®lT 11 WG1G7 s@0a-Mo. eOrO STONE WAY NpIITH SEATTLE.WA"INGTON eelo3 TELEPIrONE 120111e32-aeee p•I eA;I200u2oul TO � /' J PWo..y^ r !4 f!r�CM'Cki p ?aJ Mrll Ave So 1 Baader. Wo q doss GENTLEMEN: WE ARE SENDING YOU K ANECMd ❑ Ueda,We.%waa.vta Me bMeMry RtRfW: Shop drewlap 0 PHMe ❑ Merle ❑ Suaplea (] t` 7' Cast,of letter Ct CIRRI"oNR C V COPIES aAII Na. �E1 aRa�N1N -Leo 1 THESE ARE TRANSMITTED as clacked Is aW Of E Er,gtneerin8 mot' O Eor review ❑No 03ceobor.3 taken G Ressibmit_cop,"Iw monse, i e(For your use ❑E.Ceptions as noted 0SuMRIII_0004,11 for d1UriDutlan YAs reauested Cl Returned for corract,ons O ROUM_dorw ad prink ❑For review and comment o REMARKS.—__-___ Copy TD SIGNED: N MRMunr IN M p MMW MIIa1 aW1IYMMWWA ' �ww Rri _., ,. �r�, i _ _. _. .. � � .; �. _-- .,� • i .� _ ., > /`mil �../ ,, �..�. � � , , i i ,_............. .:...d .. � _. � i �. . . . -,e s• ... a _ y17�.—.�—_ .. i I,j; i { 4-M _.;� y.-, <... .., '.,�d... .,. ... :.,, i � �� il) �� r _ ..... _� a },, i.._ :air»... -, +....,�» ,»�. ....... .. ..... v/a rcA Aflf P`. \AJAMp YMaN ES t,; T&:EBLC!a_.__VoturvF }Piti•.%'� .. rS 1 ®-'I 1 � i 511 - ro.zg"iq + JJ0 0.b2 A m1 a >i •fr 1.1S �llr �l10�/ O.OI$ 1�'r1• k SHE CT A LF- TRl'f2N 3/II 5?3 36L yr( ID5 r/34 53 bfn 3b6 2: 4 :H �/n F95 v3i sT. d/rl �Ip JVO 54 a/tI 572 355' 43 M((il v ac Afz _..__36 '(11 Tno 124 i --� TOTALS IV26-ya+ p e ovc 6J C,J lA� A/o�e s Sheee 7/J "_ wlc�e 5�3' Lou' . sQ olds Ce 7,Saty/ IArr73N = zGS 7t�a5 (F 56eeF y��i �y 3y 'wide — :mod � s I�J LON' f s,e z {+t a I ozo syY,4 � � c I$(c 72Y✓5 a�. Zu�a• W,A X '7 TC� �OK' s f�a,l4,:) ' 18eo shy T)ta z" -AIde AG Poie«a.af 04e ;& G^2 'oaf-s ..J lvr� zisr sT 2'ry,.,T c ties ~�J � l ii { j r _ �z if Y � X / 11 5 � S YEN_ 43 F CITY OF RENTON MEMORANDUM DATE'. April 28. 1993 TO Arnie Henninger FROM. Pick Moreno SUBJECT: 100%Plan Review for Sierra Heights Water Main Repl.Ph. II l Please review the enclosed plan set for compliance to City standards. This plan set has gone through two previous reviews with the Water Utility. Any time that you spend on this review should be charged to account number 421/500/18.59e.34.65.55170/55170/5350. 1 am requesting that your comments and anticipated approval will be returned to me by ; Friday April 301h. This project is a capital improvement project which is to be constructed v' in congruence with the Sierra Heights sewer main project currently under construction. MEMO DOTeaelh• HpIuM 1 J may. , 1 rl„�p Yi .y APb1Ay1Mi,1iM1�«.r «,rawgwee,+srnws.w..,... . A -► CITY OF RENTON Planning/Building/Public Works Department Earl Clymer,Mayor Lycra Guttman,Administrator I April 8,1993 King County Real Properly Division 500-A King County Administration Building 500,alh Avenue Seattle, WA 98104 Attention: Dorothy Baler SUBJECT: APPLICATION FOR RIOrIT-OF-WAY PERMIT BY CITY OF RENTON FOR INSTALLATION OF WATER LINES IN SIERRA HEIGHTS Dear Dorothy. The City of Renton would like to apply lot a King County nghl-of-way permit for the installation of fl- inch water lines within the Sierra Heights area,as shown on the attached civil drawings. The new fl- inch ductile iron water Imes will be replacing the old 8-inch steel water lines which have had many leaks in recent yeRn The City has a current franchise agreement No.612 for the operation,iepair, maintenance,and replacement of The water lines within these nghls-of-way. This project includes the installation of approximately 4,600 lineal feet of&inch ductile 'ran water lines and appurtenances (i.e.: water meters and services transfer. Ore hydrants) of which approximately 1.800 lineal feel unit be within the fallowing King County lights-011-way. SE 104th St.from the Renton City Limits to 128th Ave.BE, 1281h Ave.BE from SE 1041h SI.to SE 102nd ST;and SE 102nd St.from 125th Ave.So to approximately 165 feet west of 1301h Ave.SE The City of Renton is currently installing sanitary sewer mains in the above streets under King - County right-of-way permit No. S.113-92. franchise No. 8757. It is anPcipaled that the new wafer lines will be installed following The completion of the sanitary sewer lines The above streets will be palcned and will have a full width overlay with one-inch compacted asphalt, per King County's requirements,alter the completion of both utilities by the City. If you need additional information, please contact me at 277.6208. Sincerelyn, Rick Moreno Project Engineer, Wales Utility H:WATER:aa 040AG I{ F 200 Mill Avenue South•Renton, Washington 98055 mie reNxawrenrs+o�xun va.xunxw ,u,not,.,rowux ys a-l a ' :t Af i x � �fM�lYMM4�wIWM4�W'.eMW3.4erw'�nrr«. . . " A + CITY OF RENTON Planning/Building/Public Works Department r Earl Clymer, Mayor tau GatWaa.AdmWstntw a, May 25, 1999 .,r..T Notice of Water Main Replacement D. at Property Owner/Resident. : t The City of Renton Department of Planning'Building/Public works is receiving bids for the construction of an 8-inch ductile iron water pipe to replace existing 4-inch leaking steel water pipes currently serving you. The actual construction is scheduled to begin in late July(pending award of contract). The construction project site is as follows. Queen Avenue NE from NE 22nd Place to NE 21st Street -'i• NE 22nd Street from Queen Avenue NE to Union Avenue NE. Redmond Avenue NE form NE 22nd Street to NE 21st Street. ;. Redmond Avenue NE from NE 21st Street to approximately 500 feet South. NE 21st Street from 125th Avenue SE to Union Avenue NE. (see attached map). During the construction,the removal of existing plants, shrubbery,or other private improvements , within the right-of way may be required All improvements which are removed or damaged will be replaced to original condition prior to the conclusion of the construction project. Additionally, a minimum of one traveled lane will be accessible at all times durng construction. There will be occasions when you will be without water service. This is due to the transfer of R service connections from the existing steel water pipe to the new water pipe. You will be notified in advance of such planned shut downs. The City's records indicate that no resident residing within the project site is currently utilizing a home dialysis machine Please advise this department if we are in error in order that any planned water shut down can be coordinated with your particular needs. It is the City s intent to inconvenience you as little as possible. Should you have any questions or comments prior to or during construction,don't hesitate to contact me at 277-6208. Sincerely, Rick Moreno Project Manager '... -.:a aawi~t w 2M :w 2(kl Mill Avenue South - Renton,Washington 98055 Illi 1\YI X• ,n I\���YM xl, •111•N��r NI\I 1�F\�l.�,Nal'NI X .cos.. a •... E Resident Resident Resident 3919 NE 22nd St 3020 NE 22nd St 3025 NE 22nd St Reason,WA 98M Renton,WA 98056 Renton,WA 98056 "\ Revident Resident Resident 3926 NE 22nd St 4000 NE 22nd St 4001 NE 22nd St Renton,WA 98056 Renton,WA 98056 Renton,WA 911M _ Resident Resident Resident 4006 NE 22nd St 4007 NE 22nd St 4011 NE 22nd St Renton,WA 99056 Renton,WA 98056 Renton,WA 98056 i Resident Resident Resident 13059 SE 103rd St 3914 NE 21st St 3820 NE 21st St Renton,WA 99056 Renton,WA 98056 Renton,WA 98056 i Resident Resident Resident 3900 NE 219 St 3906 NE 21st St 3912 NE 219 St Renton.WA 98056 Rmtoo,WA 98056 Renton,WA 96056 Q�udent Resident Resident 3918 NE 21st St 3924 NE 21st St 4002 NE 21a St Renton.WA 99056 Renton,WA 98056 Renton,WA 9W% Resident Rmdmt Resident 4008 NE 21st St 4015 NE 219 St 4020 NE 21r4 St Renton,WA 98056 Renton,WA 98056 Renton,WA 99056 Resident Resident Resident 4014 NL 2ist St 10503 SE 104th St 12504 SE 1041h St Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 Resident Rmdmt Resdeat 12511 SE 1041h St 1260 SE 104th St 10403 126th St SE Renton,WA 98056 Renton,WA 9E-5 Renton.WA 98056 ,olent Resident Resident —AO Redmond Ave NE 1916 Redmond Ave NE 1922 Radnwod Ave NE Renton,WA 98056 Renton,WA 98056 Renton.WA 99056 6 Y w ar Ns Resident Resident Addm 10315 128th St SE 10309 128th St SE city Renton,WA 99056 Renton,WA 98056 Resident Resident Resident 10303 1281h St SE 10227 1281h St SE 10221 128th Si SE Renton,WA 98056 Renton,WA 98056 Renton,WA 98M Resident Resident Reeidmt 10215 128th St SE 10209 128th St SE 10203 128th St SE Renton.WA 98056 Renton.WA 98056 Renton,WA 98056 Resident Resident Resident IOI25 128th St SE 2102 Queen Ave NE 2108 Queen Ave NE Renton.WA 99056 Renton,WA 98056 Renton,WA 99056 Resident Resident Resident 'd 2114 Queen Ave NE 2200 Queen Ave NE 2206 Queen Ave NE Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 `a Went ^ ::ni Resident 3708 NE 22.d St :2n:1 5t 380/NE 22nd St " Renton,WA 99056 98056 Renton,WA 98056 Rwdent Resident Resident 3806 NE 22nd St 3812 NE 22nd St 3818 NE 22nd St 3 Rmlon,WA 99M Renton,WA 98056 Renton,WA 98056 Resident Resident Resident 3815 NE 22nd St 3821 NE 22nd St 3824 NE 22nd St Renton.WA 99056 Renton,WA 98056 Renton,WA 980. Resident Resident Resident 3901 NE 22nd St 3902 NE 22nd St 3907 NE 22nd St Raton,WA 99056 Renton.WA 98056 Renton,WA 98M ^.wdmt Resident Resident NE 22nd St 3913 NE 22nd St 3914 NE 22nd St Renton.WA 98056 Renton,WA 98056 Renton,WA 98056 s F Rvnidont Random Resident 2000 Rodmmd Ave NE 2006 Redmond Ave NE 2100 Redmond Ave NE Renton,WA 98056 Renton.WA 98056 Renton,WA 98M 1 Resident Residem Resident 2101 Redmond Ave NE 2106 Redmond Ave NE 2107 Redmond Ave NE Renton,WA 98056 Renton.W A 98056 Renton,WA 99056 d 1 Resident Resident 2112 Redmond Ave NE 2115 Redmond Ave NE Renton,WA 98056 .Zenon.WA 98056 i, i r w r r • - vE f7 I Occupant addresses in Sierra Heights Phase 11 128th Street SE NE 21 st Street t 10315 _, 3b10 J tM 10309 3820 5 tF 10303 3900 10227 3906 10221 3912 10215 3918 10203 ^� 4002 �41 '0125 y1'� 4008 ♦tip /V 4015 4020 4014 Queen Avenue NE SE 104th Street 2102 10503 2109 12504 2114 12511 of i 2200 1260 VA" 2206 NE 22nd StreetlSE 1 03rd Street 126th Street 3708 10403 3714 - 3800 Redmond Avenue NE " 3806 AT a eF�� 19103812 1916 Z 3818 1922 S� 3815 2000 3821 2006 3824 2100 3901 4101 of 3902 2106 fAt �l 3907- - 2107 390d 2112 3913 2115 3914 3919 3020 3025 aP p 3926 of 1 4000 -A 4001 4006 4007 All 4011 SE 103rd Street 13059 --- ~ i r t, T" CITY OF RENTON MEMORANDUM DATL: June 1993 TO: Marilwt Petersen r FROM: Rick Moreno j SUBJECT: AWARD O'SIERRA HEIGHTS STEEL WATERMAIN `* , REPLACErAENT PROJECT, PHASE d 1 ISSUE: We have received eight bids for the construction of the Sierra Heights Steel Watermain Replacement Project, Phase If. The lowest responsive, responsible bidder was Grant Construction. The original engineer's estimate of $443,663.28 was in error. The S corrected engineer's estimate is $444,420.68. The low bid was $310,699.01. This project will be funded through the 1993 CIP Steel Watermain Project, account number 421/500/18.56.34.65.55170 The project outlay is as follows: PROJECT COST: Engineering Consultant (Encumbered) $34,465.00 Staff Time $4,000.00 Inspection $6,000.00 King County Inspection $6,000.00 Contingency $15,000.00 Construction (Grant Construction) $310,699.01 Total $376,164.01 Budgeted $402,125.79 Total Project Cost $376,164-01 TOTAL BALANCE: $25,961.78 RECOMMENDATION: f It is staff's recommendation that the construction contract for the Sierra Heights Steel Watermain Replacement Project, Phase II, be awarded to Grant Construction as the lowest responsible, responsive bidder and that the Mayor and City Clerk be authorized to execute the contract. C:D005:933534ALK, cc Gra99 Timmerman Hon Olsen PI'ac5menl w' �x I 601 244 470 Sut<of watiin{{�� Deputmem of ae nue AuGi Proceawe•A Admnntxion EYENA Po Ba'<WA 4aS0.7474 4/74 ohmw Certificate of Pavment of State Excise Taxes by Public Works Contractor Ra 'ne GAI Contractor. `n GRANT CONSTRUCTION G7 �t7N -"W 14'LU NW GI LMAN RLYD STE 'L853 ,y ISSAQUAH WA 98027-5333 •� We hereby certify that taxes increases and penalties due or to become due from the above named contractor under Chapter 180,laws of 1935,as amended,with respect to the following public works contract: CITY OF RENTON CAG-93-048/SIERRA HTS WTRMN REPLC PHS 11 together with all other taxes, increases and penalties duc 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 pursu-nt 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 duly of disbursing or authorizing the payment of public funds to said contractor that the Department of Revenue hereby reltases the stat,'s lien on the retained percentage provided by this Chapter for excise taxes due from said contractor. This certificate does not release said contractor from liability for additional tax which may be later determined to be due with resp,:ct to th above mentioned contract or other activities. Date at Olympia, Washington, /7�9/ STATE OF WASMINGTON DEPARTMENT OF RE ENUE.. G,tilr^r D((im ROUTING.Aha Cry Dabumy Off—' 6."c+ -C,mncw, FORM REV ll W26 DP90 P�ni.C p CT'aenmd Ca SPecul File J pomp j a mail earl" ml STATEMENT OF INTENT TO WITH APPROVAL Fee of $uso TO:Dpatt PAY PREVAILING WAGES WITH Labor s InduaOF _ ESAcyo m: Public Works Contract�06bWySE HC710I INSTRUCTIONS Olympi.WA 98504d401 (106)7534019 ON BACK VOUTAPPIWVEDCOMWLLK"MTO1 THISADOREBS Cmtraclm BPW No. • WATe, ?ya�x II: WTR.-L'f.2085' Company ewe Bid ale date Dane oentrsl&avn" Cr R.4�9.T_CoiYsi "So..e-. I 1943 -S." loy OT-S Add,t'.. Cuunly what Work performed City Same ZIP Prime mnuecw SsSa,avl ! 4(4 fsA lrbyo27 GRA-v'>- CoNSi Pmua dmM a ndmmam of is to IS WaAdlm drys Rat imemmu ate hom Ma Do\yo imam m No mbcantracmr.? dam Me Department nas and yom OMI Mll dM Me mrmDl IlPpmml ma. cxxTMACIAWARDPG name PUBLIC AGENCY C r}-y O F VZ- 4 T-o ,,I odd.. sae ZIP phnm numbs 2ao M% i1 OYti, Su Z.n ¢o-v l�rA i5a s5 (aN ) 2G,3/ 1.CRAFT __... 1.RATE OF 3.RATEOFHRLY 4.ES19AATEDNO. HOURLYPAY FRINGE BENEFITS OF WORKERS 3�+a1C1.cJc. oYx.-�-coa vA(.1er• /vDIW „ � Y$� 5:�> •� Ow { � _ C/C?Y.V/IP [AL.Ra 2�, .73 PIa7A•N �s,r y p. PETfg411 A(` .2. •..•N F'roae'I�s NI I HEREBY CERTIFY THAT THE AIOVEyr `IO I c�: AND THAT ALL WORKERS I EMPLOY pN Ia �dCOmpe'ry ttnpkC�MI8N1111: PROJECT WILL BE PAID NO LESS TH THLI, LI GE Z/ RATE S)AS DETERMINED BY THE IN S SAL D, y nuns //''�� THE DEPARTMENT OF LABOR AND IN STRIPS U' G"R A.'+T" S...QN ST THAT CONTRACIDRS WHO VIOLAT[P VAI NG / 1 E INCORRECT CLASSIFICATION/ OR OR , IMPROPER PAYMENT OF PREVAILIN.. ETO - _ / JECT TO FINES AND/OR DEBARMENT A t �e�\� �� .. ,2 6U (,hA-, 376f &7NS3 PAY ANY BACK WARES DUE TO WORKE ���U1 l` /� -N• NOTARY, (camm"MI a mialm old have nQ(IEala PS�tily SWe ZIP SVBBDa1KD Ym SWORN To mraa M[ 1\\\\\\\\\�+ >Skyµy/N WA 7 THa DATT 54p / Dt °f .3 Phone num bbaaff ReBiwon.D No. NOTAWP .(AL'nih�` n y '(2cA 3'1/- S49d 4 v7C a 099,347 oP Tide Far LA1 Um Oely av Gdmml SK. APPRo �1Bppppam ( aMr AUGul` 93 i /ly(1, ��^/JJJ///p� By F700.019.OD0 mw1l wPay 11 / smal e a Jw« "s Ana 1 -t r t z. INSTRUCTIONS TO COMPLETE, THE STATEMENT OF INTENT TO PAY PREVAILING WAGES CONTRACTORS, DISTRIBUTE APPROVED COPIES AS FOLLOWS; Cmu) - lvvd,na aa0p.y Blue- La 1,Finp.SWs. Green. Prime contracto, %N su�contraaor 1. Enter each craft you intend to employ on this projeeL If operating engineers and/or truck drivers will be used,please describe the type and list the size or rated capacity of the equipment. If the work will be done by owners or partners please state so under#I. If the work is done by owners or partners, B2,B3 and N4 need not be completed. Partners who own less than 30 percent of a partnership are considered to be employees. 2. Enter the rate of hourly pay for each craft or classification. 3. Enter the rate of hourly fringe benefits only if you are paying one or more of the following benefits: vacation,group medical insurance(e.g.,Blue Cross,County Medical,etc.),pension and/or an apprentice training fund. If you are not paying benefits into these funds,add the prevailing fringe benefits to the rate of hourly pay and list the total under 82. a.All company pension plans must be approved by the IRS. b.Apprentice training programs must be approved by the Washington State Aptimmicesh;' .ad Training Council '. 4. Enter the estimated number of workers for each craft or classification. 5. If this is residential,landscape,or sewer/waterline construction,please state so on the tams. + PLEASE NOTE: The amount listed under p2 plus the amount listed under M3(if any)must equal or effaced the"prevailing rate of wage". OVERTIME To obtain the prevailing wage for hours worked in excess or g hours per day, 40 hours per week, or on Saturday, Sunday R holidays, please call 753-4019. APPRENTICES Any worker not registered with the Washington State Apprenticeship and Training Council must-be paid prevailing journeyman wages. Any apprentice not registered with the Washington State Apprenticeship and Training Council within 60 days of hiring must be paid prevailing journeyman wages for the time preceding the dale or registration. To verify apprentices registration and status, call (206) 753-3511, PROGRESS PAYMENTS Each voucher claim submitted by a contractor for payment on a project estimate shall state that Prevailing wages have been paid in accordance with the prefiled statemept(s) of intent to pay prevailing wages on file with the public agency. This Stnremela of intent is approved based on the it fc,rinarian provide',!by the contraclorlsub contractor. It does not signfv apprmal q(the clas'.sificarima of iabor raced by file cantrurtrn'IsuheruUrdrtnr. s s pe,Fi Y 4� J77", �.b l STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 14, 1994 CITY OF RENTON PUBLIC WORKS DEPARTMENT „ 200 HILL AVE S RENTON WA 98055 Account ID: 333,520.01 1 Grant Construction, Inc. Contract No. CAC 93-048 Centlemon: Please be advised that the Department of Labor and Industries does hereby release I � the City of Renton from any further liability pursuant to RCW 51.12.050 and RCV 51.12.070 am would otherwise incur in connection with a contract calling for replacement of water main at Sierra Heights. This certificate does not release Grant Construction, Inc., from liability for ✓ additional contributions which later may be determined to be due with respect to the above mentioned contract or any other contracts said contractor may have performed. I I Very truly yours, al Jub&n Al Fulton Industrial Insurance Accounts Auditor Contractor Compliance/Release Unit Phone: (206) 956.4764 CCUI.AF:2cd.77 cc to i GRANS CONSTRUCTION INC 1420 NW GIL(AN BLVD 2853 ISSAQUAH WA 98027 } r fl,J TABULATION _ OWNER:City of kenion PROJECT:Sierra Heights Water Main Replacements Phase 2 Pa0a f of 2 BID DATE:June I,1993 Ci of Renton Contractor SCHEDULE A h Contxbr: Contractor Item Engineds Estumae Grant Construction Kar-Vel Conwucuon Debco Construction Bid Unit Bid Un Bd N0. Unit Bid Unit Hid Description Unit Quantity price Amount Print Amount Price Amount Price Amount I Trench Excavation Wale,Ma SYa4m LS 1 S2,5OD.00 52,300.00 Q,000.00 f2,000.00 Si.00 f1.00 f100.00 2 8'Gatc Ductile Iron Wuer Main w/Poly-wrap LP 4900 $30.00 f 147,000.00 $100,00 7 B'Gaze Valve f27.13 5132,937.00 f29.17 SI42,933.00 527.00 5132.300.00 EA 17 f9o0.00 $15,300.00 f325.00 $5.525.00 5575.00 f9,775.00 $450.00 f7,650.00 4 Bank Run Gravel for Trench Backfin TON 3100 515.00 546,50000 55.95 SIE,445.00 52.00 5 Nev,Water Main Connection EA 7 56,20O00 f5.73 SI7,E25.00 f2,000.00 $29,250.00 $300.00 f3,500.00 51,400.00 S9JRq.00 f1,500.00 f10,500.00 6 Service nantrcction Type 2 EA 63 f450.00 f29,250.00 5330.00 f22,750.00 5300.00 $19,500,00 7 Pee Hydrant Assembly EA 7 52,500.00 f 17,500.00 $2 f400.00 526.000.00 8 AsPhah Concrete Pavement Patch ClmB "$"'� $29.760.00 SIJI17.00 S12.719.00 f2,$75,00 f16,I00.00 TON 570 575.00 f46,500.00 fS9,75 f29.760.00 567.00 541,540.00 575.00 S46.N10 W 9 Crushed Surfacing Trench Backfill TON 570 520.00 SI1,100.00 59.75 f5,557.50 10 Cod Mix TON 300 37.20 f4,104.00 S3600 55.700-00 f63.00 S3,500.00 f34.00 f 1,950.00 S3400 S 2,035,00 536.00 SIO,300.00 11 Portland Cement Concrete Thr (locking LY 37 SI00.00 53,700.00 f50.00 f1,850.00 12 Cement Concrete Curb and Gutty LP I5 $25.00 $$375.OD f20DO $300 10 f 10O0 f150.00 000,00 f300.00 52500 5000.00 520.00 f300-00 13 Construction Staking and As-buih lnformuion LS 1 53,000.00 f5,000.00 yf,0p0 pp S4,000.00 $5.000.00 $5,000.00 S11,075.00 58,075 00 14 Remove and Restore Lawn,Landscaping... LS 1 53,000.00 53,000.00 SI,000.00 51,000.00 52,500.00 52,500O0 53.000.00 f3,00000 15 Traffic Control LS I f3,000.00 f3,000.00 $500.00 SSOO-00 16 Cathodic Protection Test Station EA 2 S216.00 5600.00 f S400 00 f SM..00 5 S200.00 $1,000.00 f125.00 $150.00 f$35,00 $175,00 S$40.00 5800.00 17 Pipeline Joint Bonding EA 5 5200.00 SI,000.00 530.00 SI50.00 f35.00 IH Stara Drainage lm ovemrnls LS f175.00 15000 f200.00 1 56,000.00 f6,000.00 SI,820.00 f1,Q0.00 SI.300.00 f1,300.00 f2,I50.OD f2,130.00 SUB TOTAL SCHEDULER f373J00.00 5258,044.50 t.2X SALES TAX 5.69,1E9.00 5289.925.Oo TOTAL SCHEDULE A $30,610.60 f21,159.65 522,073.50 523,773.85 f403,910.60 5279,2W.15 5291,262.50 1f3I3,69i.85 SCHEDULE B I Asphalt Concrete Overlay CLB TON 672 545.00 530,240.00 $39.00 526,208.00 540.00 $26,990.00 $38.55 525,905.60 2 Adjust Manhole xnd Catch Basin EA 14 $30000 $4,200.00 $100.00 $1,400DO $I0000 3 Adjust Valve Box F. B,& 1S $1.400,00 $100.00 51,400.V TUBTOTAL $200.00 $3,000-00 $100.00 f1,500.00 f45.00 3675.00 f70.00 f1,050.00 8.2%SALES TAX�DULEB � �u �/N„ � $37,440-00 529,108.00 TOTALSCHEDULEB "e ' $3,070.03 $2.33686 $2E,955.00 $2t,35560 K v f00,510.0E $2.374,31 - 1,325.16 $31,494.96 531,329.31 r f30,68076 GRAND TOTAL 5444,420.68 5310,699.01 I322.591.81 S344J7931 Mathemuiwl crra in bid Bid submnmd was S310,699.00 i 7 llif TABULATION OWNER:City of Renton PROJECT:Siem Neighs Winer Main Replacements Phase 2 Paps Y of 2 BID DATE:June 1,1993 City of Rehm Cmtncbr: CatmClor. conu ar CmOaanr: EnginMs Esthnm Del-Mar Cmsauctimn Cmto Cantnctors Cmm�' Rem Unit Bid Unit Bid Una G><Y ��Cmritstion V k 1 hrc. Dm Weslalmd CamCectim Amount Bid Una Bid Uni Bid Utw Bid No. Price Amt Price Ammm Price Amount Rice Ammna Price AlI f2,500.00 f2,500.00 $6,000.00 Pray Anmtr , 0 . $100,00 52.000.00 S2A00.00 St29.40 St29.40 "WA0 1500-0 2 530.00 f147,000.00 $29.00 f13i,2110.00 $33.59 $164,591.00 127.50 $134,750,00 $24.47 5119,903.00 52330 3115,150.00 3 $900.00 $15.300.00 5500.00 58,500.00 $500.00 $8,500.00 f450.00 114,450.00 $454.91 $7.733A7 S700100 $1 L900A0 4 f15.00 '46,500.00 $400 112,400.00 $4.00 f12,400.00 56.00 S13,600.00 110.95 133.945.00 SIGA0 $31.000.00 5 $2,000.00 !14,000.00 $2,0W.00 514,000.00 $740,00 f5.16000 S4,g30.00 f2t,00D.00 0,674A7 523,72119 f3A00.00 S2IAOOA0 6 f150.00 i292311.W f400.00 226,000.00 $550.00 535,750.00 $425.00 $27A25.00 f451A4 $29,%7.60 $70DA0 145,500.00 7 f2.500.00 517,S1q.00 f2200.00 515,400.00 $2,000.00 $I4,000.00 $2.300-00 $16.100.00 f2.272.45 115,907.15 52A00A0 110110.00 R 8 575.00 $46,500.00 $70.00 543,400.00 550.00 f31,000.00 $60.00 537200-00 $13.10 151.522-M 1163A0 %"-MAO R 9 $20.00 f11,400.00 120.00 f11.400.00 $15.00 58.350.00 520.00 f11,400.00 f11.99 16,t3430 514.00 $7.900-00 10 $65.00 $19.500.00 530.00 $9.000.00 $20.00 56,000.00 545.00 f13,500A0 151.96 115,5611.00 $4540 S13.SWA0 II SI00.00 53.700.00 $0.01 50.37 $100.00 53.700.00 $70.00 SZS90.00 $119.90 54.436.30 1200A9 12 SI0.00 i150.00 520.00 5300.00 550.00 $730.00 515.00 5225.00 f15.99 f239.t3 �•�.�13 55.000.00 f5,000.00 58.000.00 58.000.00 St,000.00 ft,000-W SE,500.00 590.00 11,350A0 14 53,000.00 f3,000.00 55,000.00 55.000.00 52,000.00 52,000.00 53,000-00 S7A00.00 f11,79g.50 f1,798.70 f3.000A0 f3A00.0D IS 53,000.00 53.000.00 512,000.00 $12.000.00 55,000.00 55,000m 53,50D.00 $3,500.00 $5,435,97 15,433.17 SIALM.00 S14M.00 _ 16 SL000.00 $2.000.00 f500.00 f1,000.00 530000 S600A0 11,300.00 53,000.00 T/56.i2 1913b4 f350A0 17 5200.00 $1,000.00 2200.00 f1,000.00 SI00-00 1700A0 - 5300.00 SIOD-00 $500.00 595.92 5479.60 5250.00 S12%.W 18 f6,000.00 f6,000.00 f6,000.00 56.000.00 f3,000.00 f3,000.00 f3,900.00 S3,OOOAO $ t3930 5639.30 S7,5OO.O0 17.SOOAD 5373,300.00 $316,600.37 5309,621.00 f327,940.00 530,610.60 125,%1.23 533 L077.07 5345,730A0 52%3t6.92 126"Im 527,142.32 fM13,910.60 5342,561.60 5335,009.92 f351,t31.0E f35t225.79 f37 .t6 SCHEDULE B 1 $45.00 530240.00 $39.00 526208.00 • 570.00 $47,040.00 $45-00 $30240,00 1111221 f55245.12 S70A0 S47A40A0 2 $300.00 f4200.00 $300.00 54200.00 $200.00 12,900.00 5225.00 $3.150.00 1214.11 $4997.54 S20000 32,t00A0 _E 3 5200.00 53,000.00 5250.00 53,150.00 f200.00 53,000.00 f165.00 12,475.00 559.95 Sg925 S17500 12,625A0 f$3.070.00 134,158.00 $52,940.00 231865-00 359.141.91 f52,465A0 f3,070.08 f2,9110.9 $4,33249 f40,510.0i 52,940.93 14,i49A4 • 767.13 f36,951.% 557,172.ii f3t,t115.93 f63,99L51 76Z13 GRAND TOTAL 5444,420.62 $379,52036 5392,It2A0 11393A37A1 1422.216.% • 1 !! - •Medtaoatical aeon it bid 'MaOtuedctl ma im bid Bid mbmnted .m S31111A5747 Bid mbmend sera S4M116.92 7■a1w� t u y + 9:4"-: _.wi'r+'MK�laMplYIM1AgtlMAMwneuaM 1 O� CITY OF ZPAR PUBLIC WORKS cPARTMENT 235-201 crMdj&UCTION CONFERENCE DATE: June 15.1"3 TIME: 2:30 PM PLACE: City Hell Sth:loor Conference Room DEVELOPERJCONTRACTOR OR SUBCONTRACTOR/NAME OF PROJECT: COMPANY NAME: Cit of Renton COMPANY ADDRESS: 200 Mill Avenue South,Renton,WA 98055 PHONE: 277=6208 FAX NO: 235-2541 CONTACT: Rick Moreno NAME OF PROJECT: Sierra Heights Steel Watermain Replacement.Phase 11 INSTALLATION: B-inch ductile iron pice LOCATION: NE 22nd St from Union Ave NE to Queen Ave NE,NE 21st St from Union Ave NE to Olympia Avenue NE,Redmond Ave NE from NE 22nd to NE 21st St, Redmond Ave NE from NE 21st St to i00 ft. south. PROJECT COORDINATOR: Rick Moreno PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND: [X] PUBLIC WORKS DEPARTMENT [X] Utility Plan Review Neil Watt [X] Water Utility Abdoul Gafour [X] Wastewater Utility David Chnst-wn [X] Storm Water Utility Ron Straka [X] Transportation Systems Karl Hamilton [Xi Maintenance Services Division Jack Crumley [X] Customer Services P.LC. Dec Beadle [XI Construction Services Dan Thompson [X] FIRE PREVENTION Jim Gray [ ] POLICE DEPARTMENT [ J PARK DEPARTMENT [XI BUILDING DEPARTMENT Jim Chandler. [X] OTHER King County IRVMtor OUTSIDE DEPARTMENTS: [X[ CONTRACTOR TO NOTIFY [XI ALL ASSOCIATED CIVIL CONTRACTORS [ ] Department of Transportation 872.6470 [X] U.S.West Communications 235.3012 [XI PuBa sound Power R Light Co. 277.4947 [ ] Seattle City Light 684.3076 [X] To Cable of Washington(Phil Fisk) 433.3434 X-3094 .^� [XI Washington Natural Gas Company(Gary Swanson 67 X•2088 METRO•Bus Routes 694-.2732 ] King County lnspecton 244.0770 [ I tither: roxe..,w uar� loll ter: JeaAlIeA1Wr61�� `�4 m A„ l CITY OF RENTON Office of the City Attorney 1 Earl Clymer, Mayor Low om J.Wamn MEMORANDUM To: Ron Olsen,Water Utility Supervisor From: Lawrence 1. Warren,City Attorney Staff Contact: Rick Moreno,Engineering Specialist Date: June 16, 1993 Subject: Contract for Sierra Heights Steel Water Main Replacement, Phase 2 (W- 2075)-CAG-93-048. Grant Construction 1 have reviewed the above-referenced document and the same is approved as to legal form. 1 LawrcnceJ. Warren LJW.as. cc: Mayor Earl Clymer All 98:75- ' �Ay q � Y l Post Office Box 626-100 S 2nd Street-Renton,Washington 98057-(206)255-8678 tf IlN ruaenrt�aaeaaacmao WlYW.IM 1'IfINOUYOI i. ��r fi { CITY OF RENTON MEMORANDUM DATE. June K 1993 TO. IWIDNWag,.� x 25S(o F FROM Ron Olsen.Water Utility Supervisor STAFF CONTACT Rick Moreno.Engina:nng Specialist(277fi208) SUBJECT: Construction Contract Approval for(AG-93-048 Sierra((eights Steel Water Main Replacement,Phase 11(W-2085) 1 Eneios.A Please find the original construction contract documment submitted by u'rvit Construction. 1 The Renton City Ctwncil approved the recommendation for award at its regular meeting on Junc 7, 1993. _ At your earliest"N enience,please rview this document for i Insurance nutle�on behalf of the City prior to City Clerk and Maloral signature.61/H94 AN r tr f A Ac i AI(Mtw) ;i µ. f � r r yea t° _i Preconstruction Conference Continued Page Two i 1. Permit issued? Job start ^.otice, 1:00 404 - 3:36 Q� V 2. Traffic control: � ..., In accordance with Manual on Uniform Traffic Control Devices. Responsibility of permittee and contractor. y. Minimum signing - "Construction Ahead" each way. - Flaggers: hard hats, vests, certified and signs. Detours - approved by permittee then submitted to inspector (72 hours in advance) . - Notify: police, fire, schools and METRO. ��€;;_ Maintain one lane of traffic at all times. , 3. Backfill 100% 5/8" crushed on crossings - compact 95i. J Native in shoulders and windows - compact 95% (if native not compactible, import) . Trench 1n road: Import top 4 r-at - )mpact 95%. Native below 4 f compact If native for entire trench - providetests immediately. Compaction: 1-foot loose lifts with wacker. 2-foot lifts with hoe pac. • Provide room for compaction around manholes and vaults. 4. NO trenches open over night: backfill, plate or fence. S. Cold mix driving surface every night. 6. Cold mix sidewalks and driveways it directed. 7. Provide whatever measures necessary for cleanup and dust control during job and every night. S. Provide erosion control per plans or as directed by inspector. Maintain as necessary. Keep storm drainage systems clean and functioning. Maintain as necessary. S I f r� G•i s Preconstruction Conference Continued Page Three 10. Haul off spoils: No spoils shall ba wasted on right of way. Haul to permitted site (see attached) responsibility of utility and contractor. 11. Reflective barricades are required at night on all termporary stock piles and parked equipment. 12. Gravel shoulder restoration shall be a minimum 1" of 5/8" State Specification top course rock. Grade at 5% away from edge of asphalt. DO NOT leave shoulders high. 13. Asphalt shoulders shall be cut at fog line and replaced full width or .. as directed by inspector. 14. Final patches shall be , typically 2 inches minimum - 4 inches maximum Class B" asphalt unless otherwise directed by the inspector. "1 Asphalt edge damage sl. 11 be trimmed and a minimum of 18-inch wide ./ patch. An overlay may be required. All patches shall be on 4 inches of 5/8" top course rock. ...f. <<+' All patches SHALL be neatly trimmed, tacked and sealed. 15. Overlays shall be a minimum of 1-inch compacted Class "B" asphalt. Road is to be clean and dry. Rake and feather to gutters. All overlays full width including shoulders. Seal joints. Provide name Of asphalt plant so we can schedule tests. Gravel shoulders. 16. Tie out monuments prior to construction and replace them following ; • `� ,overlay. 17. It is the real tility of the permit holder to coordinate the adjustment of a:: valves, manholes, etc. during or following the overlay. i r. ++ 1 r q PreCOnatructiOn Conference continued 1 Page Four ls. Replace all traffic stripe Ifant P a, buttons, crosswalks and traffic .� +' "t they�ranchiseoauthoriKing county to do t4 a rei please send loops. S his, mbursable account to: a letter from nr. Robert Gaunt Trafficunty Department of Public Works Division ' 155 Monroe Avenue Northeast Renton, WA 99056-4199 _ 19, All above round I� standards ( facilities must comply with t (Drawing 15) , roadside obstacle 111 2D. IP work will be done o t be j ° weekends, inspector must ' notified by Previous Thursday. 21' WISRA safety, etctilied Of job starts ragardin aafet 9 shoring, signs, work zone ' I i .-4/6/93 i y i V._ w I d �I�r A a ORDER FOR WATER SERVICE INSTALLATION NO,3 1 9 7 I Wok 0, r No. �4'KO t'; Aow a MNw CNw" � LYa SaE Sanw CraM In(N Y.Ir J hJ Oo Saww Vas ❑No Down P*,w Wefw Ua : _]Rewow*W OamasoaQr' spa VNXy Corxrdan CN 90 QComrrwaul V^BssOnLJ lAeac. (CRY) �a.x Qlequ.oul Fxe Swwn!D (OIM.q w.. . Dc M Spp Afeetement L VI Sewega Exer pt MMw� mVat [:]w Twnp Nydt M Maw Opoal 00 MNw SNe I' I die $4 voi I,(( Mefey- Re No. ToW F« i P5UvM-0 b... Fre Prabmon Swxwa Yes 2Na Sn IMWIe MG Li r+e f T;tJA ZI ft 51 Snvxua S3a$wvky MbaN 1 wy Maw Mae '.. 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ExftV IaMConws ABr"wn Yes No X Yw.AyremlwA No._ N Few a ChmW SptlY UMV Corwoeon CNwpe n M.Spedel My Conptaon Chrps bsse0 an:__ ❑Yee tMNo DPo PteNwaly eerete Ft _MJeWax Ume_SMo4 F.*W. i lle wiewYeweeawernewy�bdXr rweryaerirN/w+•ew tieww��rfuow.ti�wwaer ap aA.w.awtae. wwYwxw�ee ON MMMM xlM rae.x wYr YYIx MeI/w/ee4ti.wwwlaaNa.N Yr Y�ww�wn.w/rWMxY wefNM.f'ae GY• NrN rlfw.aiebeaewraw WYYrww.MYwrriexsww C4a RYtinpwTY WltltlewYsiW I r Y � �+ Sgnawe of 13aw w AqW (sae) Cey at R.nton ABwe (dM) 6 y;'y. wr. uatw Nx ! XxaYww Oft 13XpewM M2528 Maw InslMleeon 11nebN 23528e8 e.r.o GITY OF RENTON WATER UTlU Y,28o MILL AVENUE SOUTH,RENTON.WA MM PHONE: 2 4 Ml i , l ;e . et MEETING ATTENDANCE RECORD SUBJECT_ � e-",ArwC •, & • DATE a- 14- 93 LOCATION kwt, Cr -,3 %fcwy.+M1J r(9tAKYk,,.7s ..ou.................................................................. . ......... i THOSE IN ATT NDANC NAME ADDREss PHONE 74Y rI.IA)IDFr" rlt)6r CdwAjTy Pia 5 2968zZ _fir/ A of i t.rnf N t r, yU+ H i ;RECONSTRUCTION CONFERENCE DATE 6-LS -C�3 I PROJECT SIEI Ts. W^TEQMhI,U LOCATION $� Ip DIV. Z. `� £ 128 hJt 5f - I JOB NO. KING CO, PE PERMITEE G,TY pa� RMIT NO. (.J-34 3-13 ' ADDRESS PHONE EMERGENCY NAME PHONE CONTRACTOR PHONE :w ��T CdcJs j q ADDRESS PHONE EMERGENCY NAME lA' PHONE 3C/Z'EMERGENCY NAME PHONE If r ' .` J,,ENGINEER ADDRESS PHONE ^ PROTECT ENGINEER Q1Cjr 14 ,,D C,Nv ^ROJEOT INSPECTOR 17^-A) "%M PSOA� C, ' DATE START —AIM/L REMARKS DATE COMPLETE M tl 1 5 f Y i r,., f I t• 1'4RnNT CUNBT CO. INC. 2083Y 11 Y9 v.91 • i�_�r_yl� I@ITO+ TNIH4. Al] P'Ri JW 1"t '•lJ llf MS . ^rMf~ CITY OF RRNTONu•^ '• Q�eUI �+At wO_ TRAFFIC LNOINN6RIN0 DMSIDN yxj,� UrN�ITY T^RAFIFIC� CONTROL PUN uoNeTRUC ION CONPANTI aLAIJT Cam frvGT7ay_ AFFI. DATE: 017193 93 __ �• ADDRRHH, I*ZD p1W 6;IAI,. 8LvO TA 7AS3 ISSA aUAR tVA T8o17 MHWX ►• 311-561D CONeTRUR10N {V►R111NTWDt''N��T''I''''"" QICMAW �EB[•If collanu TION W ON: _C6&it rAMOS_, APPROVED RTI _, WORN TUM B- "JQ�I AI.• { APPROVAL DATE: we" DATRI NOTRI tAU {II. PINK 1 FOIAOR RTOq ANT maIsuRR COMRRNTRI A� flsD AW nee aws --- -- 81IETCA . NOF.TR ,1 QT Z 1 W W O C > i -MMe UW Z � A' Z 3 QI l -se A/tom— W Q 1 e F _ Y M 1 hove been Informed of my responslbllltlee for O/llcs lrolfir: con lrol, end a.Or ee to comply with cfly C.ntr. for Polley tleled Inapeclor Y[F n�mP. o..u... �� �. ONMN COMS T+ 00 Nc.wY•r..-OLE�-f 9Y-?a ..v ....0 t1.J'i N] PD2 IW ST '93 1[A-Z/!-�e10 q[NTW TReG. CITY or R[NTON TRAFFIC ENC31NKXRZNG DIVISION TRAFFIC CONTROL PLAN .ON[TIIVCTON COYPART, G WT R�� Nrl DAM �"/�-➢3 ADDN[S5� �'11A. - rRDil[ 0, CONSTRUCTION SUPRIIINT["I"I"M Cows"UCT1UN I.O TION: �[.��.�— TORK MR, APPROV[D DYI ROR[ DamAPPROVAL DAT[� �(�~ t Holm "LL ell. FIR[ • /DIADR ""M ARV CIA[OR[ -muw - o Q �MeW LY alk— sl<srcN TAIIf.Ib 7' V NORTH l OGe4 c>rr/y - en.,D� AL,eAv -rYfr• S ` (L to-1) )4i or I Y I( Mti' _ �1.' Y ➢ASACIPCE .e 4.(FsV 4•Y CM4'-10� 7 i J O Y K I ` 1 have been In(armed of my reeponslblNtlei Tor J once 1 lra(/lc control, and agree to comply .dlh city Contror• r polity.doted n.+ In apw t MW ..._ _. ,.... • i GRMMT CaNYT CO. rMC. 2Ri3e1ai90 1aa-�'!')-eA2e RETROi TRRA. A1] Pi1 .l1.N 1T •QP ploy • Clyy of RRNTON TRAFFIC ZWOINRCRINC DIyISIoN TRAFFIC CONTROL PLAN I +NtRRUCt1pN COMPANY: g oat o rxilUiRT'A{T ... APFU DAM G -/'J-f3 ]PHONE P: _39i-8G F8 fo Na TRUa11aN RUPRRI9700 NT: CONSTRUCT" APPROVS: tKr ✓. tout TMM �M -3 !30 P/1 APPRw%" t1A1R: OORi pATRe i MOTS, "ll All. wM • "YOR RiPOY ANY CtMURi / p p L ColtittulTR: (dew wit.. � -_ q&Yi! AT s-ff TNGS. TMKl 'KWc JM- 6A•*aa es � iXRTCN NOR= W IA-1) IfppJl W cow++r nnr.aL �I T RA.YKIC. lsll-4) Ji a Q AWgAD A CA Q 'A :-A 3 I >.�Cn Y i. M 1 have been Informed of my reeponeN.Ritto. far traffic control. rid agree to comply with ally O ee polleY dated Contractor _...... nATl. Inepector t / �M �...-.. .]eR TY7-Wad c101 Tvr vVwo�wir ca....'.„C ....,..,.. .,...43 -�.� �-�•- viwa.r�. .. .r .mwu.v .n . ...... .._tea....u.. ., CRY OF NfNTON TRAFFIC SNOINSERINO DIVISION TRAFFIC CONTROL PLAN ,.ONSTOUCTION COMPANY. ./ COMtftIRTIgN APPL CATID /'7-?3 AD YL _ _MMOIIMf.YPI1 BO11 �__. PNONi 0, .59,-04 98 CONSTRUCTION RUPRRfNTtNetlfl'r 21J.- (- ( � yg o s/6a., CONSTRUMION LO IONI APPROVED tT. 7oax I AV"OVAL DATt. L It 7L toot Win MOM a ill. Pith A ""ci O[PORi ANY 060sutt CONIItffND R— — SKXTCN NORTH � �Zl Z J W o � A` 2 3 P a Iy w/ dr t,'A - - l_Gre.w Le 1 have been Informed of my responsibilities for __ _ traffic control, and Ogres to Comply with city Offlce policy doted Contractor .........-..mow. ,Tn 1pe-tor J _ J l b e - r It J •� 4":�11yal4Xy::.♦-..ynTMln+n..,w... -..r....wc.. Fweaw-++ ..... CITY OF RENTON ,,, Earl Clymer, Mayor City erk MarllynJ __ _i 1 June 18, 19,93 Mr Richard Grant Grant Construction Inc. 1420 NW Gilman Blvd.,Suite 2853 Issaquah,WA 99027-5327 RE. Sierra Heights Steel Watermain Replacement Project, Phase II Na Dear Mr.Grant. At its regular meeting on June 7, 1493, the Renton City Council cccepted your low bid for the above-referenced project in the amount of 5310,699.01,including 8.2%sales tax. Please contact Rick Moreno,Project Manager,for submission of required documents to complete ' the contract. :hese may include proof of City bond,and insurance certificates. and State business licenses, undated performance -� Sincerely, Awl ., Cindy I.Artdetaon x ,`t Deputy City Clerk /ela cc: Rick Moreno-Project Manager Gregg Zimmerman-Utility Systems Director ' r 1 200 Mill Avenue South-Renton,Washington 98055-(206)235-2501 n.,oaayyMgCsiYiY._ �t°aa�pi II�.IY�#4.+ 1 i N Ci CITY OF RENTON MEMORANDUM DATE: June 21, 1993 TO: Marilyn Petersen,City Clerk FROM Rick Moreno,Water Utility SUBJECT: Execution of contract CAG-93-048 Sierra Heights Main Replacement,Phase II I i At its regular meeting held on June 7, 1993, the City Council concurred with the —� rccommendation of the Water Utility to award CAG93-o4a to Grant Construction. Since this action, I have received all necessary approvals from Larry Warren and Beverly Glode. Please prepare this contract to be sent to the Mayor for signature and process this i contract Also, have a great day! and if not, save this coupon for a not so great rain day r i r. 4 , ! � I ,t 'l A -► CITY OF RENTON eB Planning/Building/Public Works Department © Barl Clymer, Mayor L,yee Cstlmssa,AVlebteatse - I June 22, 1993 Richard Grant Construction 1420 NW Gilman Blvd., Suite 2853 Issaquah, Washington 98027 SUBJECT: CAG 93-048- SIERRA HEIGHTS STEEL WATERMAIN REPLACEMENT PYASE 11 Dear Richard: q You are hereby notified to commence work in accordance with the contract dated June 22, 1993, on or before July 2, 1993. You are to complete all work within ninety (90) a -e• consecutive working days thereafter. The completion of all work is therefore November 9. "^r 1993. Verytruly Y yours, Ron Olsen, Water Utility Supervisor Re. of this notice it hereby acknowledged this, :: Z15'f[//..//dpy of June, 1993. Contractor: g d a QOReNOCT on Title: Please sign and return this Notice to Proceed acknowledgement to: Rick Moreno Water Utility Engineering 200 Mill Avenue South Renton Washington. 98055 CDOCS:93.601 ALM.ps Cc. Dan Thompson � Canavunion 9mvmas 200 Mill Avenue South-Renton,Washington 98055 Tars r.sna c`wru�s a ngvnao wTuw.,iaa raarcvxauru i• 1 f i A Y{ L 9 1 ` i GGRANT i CONSTRUCTION GRANIC'24pi j PC!g @ 1 JUN 2:5 1993 June 24, 1993 CITY OF RENTON i Engineering Dept ' { City of Renton 200 Hill- Ave. So. ' Renton, Maehington 96055 i Rat excavate examination hole for 24" 0.1. pips par field Seating vitL:AEdoul. IQuotation Lupp %up px&ce of $ 6,916.00 i A1.chArd C. Grant I jteem-tx"1"vaVAltw ene79n FNr.a.• i A33+OrI— _ x ,ovr I (�/ .r F Rerler . '3sti r Y.P 195—.z5 / t i G GRANT CONSTRUCTION GRANTC'246P1 JUN 2:5 1993 Jone 24, 1993 , CITY OF RENTON Engineering DepL , City of Renton 300 Hill Ave. So. Renton, Washington 98055 Rae Excavate examination hole for 26" D.I. pipe ` par field seating vitd=,Ahdoul. `- i Quotation . LU✓!p bum price of $ 6.916.00 1 1 aLncaxaly, I I Richard -a. grant sp ►aNl'braMlaaWnemRi,lma:no1g71 .asaew" I j. i 14a�✓J_ �� � nGYr I ass-15 CITY OF RENT01 MEMORANDUM DATE: June 25,1993 TO: Mike Benoit,Waste Water FROM: Rick Moreno,Water Utility SUBJECT: Restoration of Lakeridge Development property As a follow up to our conversation on June 24, 1993. the taster Utility will ensure that the conditions of the existing vegetation permit applied for by yoursolf be maintained upon the completion of the Siena Heights, Phase II watermain replacement pi;act. I have advised Richard Grant of his obligation to hydroseed this site in exchange for the use of this site. Grant is agreeable to this requirement but will still need to get approval to use the site from Lakeridge Development. if fur any reason Richard Grant is unable to get approval to use the site,the Water Utility will withdrawal its obligation to hydroseed this site 1 1 �r PROJECT: W-2085 SIERRA HEIGHTS STEEL WATERMAIN RPL. , PHASE 11 CONTRACT: CAG-93-048 , CONTRACTOR: RICHARD GRAN r CONSTRUCTION APPROVED MATERIALS: SUPPLIER: MANUFACTURER: 8"DIP Gass 52(tyton joint) Pacific Water Works Pacific States D.I or C.I Fittings(MJ,FL only) Pacific Water Works Union Foundry 8'G.V.(MJ,FL only) Pacific Water Works Clow 5 114"MVO,Fire Hydrants Pacific Water Works Iowa Note:hydrant shall h' painted wlSame presevative paint no.43-655 Safety Yellow Preservative Paint Smith-Blair Smith-Blair 441 Couplings Pacific Water Workss (use C.I.solid sleeve when possible) PWWS PWWS Valve boxes,tops 8 bottoms 940A Pacific Water Works Fog Tile no.2 Meter Box wl Traffic Lid Pacific Water Norks Fog-Tde Ford C04.33,C04.44 Pack Joint Coupling Pacific Water Works Ford Ford C28-44,C22-33 3 C22-4 t Pacific Water Works Ford Flared Copper(compaction coupling) Pacific Water Works Ford Frod F-1000 Corp Stop with "Gripper Joint Comp. Fittings' Ford Ford 170 Series Coppersetter w/Grip Joint Pacific Water Works Tyler Vertical Cross Fittings(MJ x MJ) Pacific Water Works Y 1"Combination Air Valve(143C) Pacific Water Works Apco Non locking Catch Basin Pacific Water Works Olympic Foundry �..+ frame and grate#SM60 or equal Catch Basin Type 1 Pacific Water Works Cadman Gravel Co. PO#A-189 5/8"cwshed Rock Pit#A-180 Bank Run Gravell Trench Backfill Cadman Gravel Co, Crushed Surfacing Top&Base Course Cadman Gravel Co. Pit*A-18side, Inc. Ashphalt Class 3000 Lakeside.Inc. (Fill Materials may be substituted by Palmer,Coking-Cole Co. upon completion of AAR laboratory sieve annalysis and proctor results have been received by the City.) Pit#A-504 Project manager signature approval is only for general conformance with the design concpel of the project and general compliance with the contract documents Any action shown is subject to'.le requirements of the plans and specifications Contactor is responsible for dimensions which shall be confirmed and correlated at the job site. Fabrication processes and techniques of construction,coordination of his work with that of all other trades acd satisfactory pedomlar" oft work. %.li / ./_se 3 RecommentleJf orApproval._ at a.�,�— r u ,1 1 M6MD.WT/blx A IlyMvd ( Y�i�,.. .-..w}LT.'exMMM1M11Ytl��aMa�a �� ,..::• d r„4 5b W-2085 Sierra Heights Phase 11 - CAG-91-005 2+ 06/25/1993 08:50 2068915441 AAP TESTING F.,.:i. 0 SAND EQUIVALENT VALUE TEST ASTM D 24/9 A.A. .TE8TINO LABORATORY.INC. j ►.O.sox 2623 REDMOND.WA 0073-2523 FILE NO: 03-6238 (208) "1-"12 (204) U1.6ee1 (FAX) LAB NO: 2753 DATE: 6124/93 N Seth St Water Main tt]W Coy of R.nton Replacement OW2066 Gravel Borrow 90lMCF: Cadman-Issaquah Cadman QATR 6122193 f -ALONT 6.2 13.1.10.31 SC 6.2 13.2-10.3.2 52 6.2 131.10•31 50 l$ .'i.r SAND EQVVM FW SANO IFVFl y A•.,; 1 , CA LEVEL / 1w i i27 51 SMCFiCA"ON RE00RENENT 50 Min #p8d S AT9a►'` WSDOT 9-03.1e l TESTED BY. Gene Eddy CALCULATED By Geoe Eddy -� CHECKED BY i THIS REPORT SHALL NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF t A.A.R.TESTING LABORATORY,INC 1 - 1 -i J 06/25/1993 08:50 2868815441 AAR TESTSHG PAGE Ba GRADATION/SIEVE ANALYSIS AWJ AAA TESTING LABORATORY,INC, P.O. BOX 2623 FILE NO: 93.6236 REDMOND.WA 09073.2623 (206)8814612 LAB NO: 2763 1306)1111111411,11411 (Fa.) DATE: 26-Jun-93 N 34th St Water Main fjP i;City of Renton Replacement OW2086 Gravel B01fOW Cadman.lusquah 4011IN'w" Cadman44 :`;":;. N22/93 4 11/4' -0- .0- 100 100 1 N' 9361.6 37 63 25 Men 060 21666 S e5 1s /O Malt S200 2411931 eel 1.9 TO Max PAN 25373.1 too .._ .... WSOOT 9.03 14 _ TESTED BY. G.Eddy CALCULATED BY G.Eddy ' CHECKED BY. THIS REPORT SHALL NOT RE REPROOl10ED,EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF A.A.R.TESTING LABORATORY. INC L� J 06i 25/19'3 00:58 10F0E75Ac1 AAR TESTING PAGE 0, A.A.R. TESTING LABORATORY, INC. P 0. BOX 2523 REDMOND.WA 98073-2523 DWBE CERTIFlEO 1205) 881/5812 FAX (2061 881-5441 e•Ts N. 34� 5T. WhTC—f[ Nn11.1 RL"LLi-At.1T JU4 1 I 9 sal•et a DNA1V 93_� L r WZOflI. •.ntl•\ r[tT .o TEiwo"ASf h1 Z7(.-_5 Z.S: aLZIJRN PIT o,•. or Teen n•.i a u? . K. \nt: t\o•s alai �.rtt I st- er 1[� AST, I.:1 0l\ ."r\ •.•t hlll YI • T•rts .. '•a" '00t0 900 156 150 ISO t. 1p`D A s1 c. n. W SOT sfl. Z9.�-1 ZS.Zf3 ZS.� v f1 It.2Z °T "t` s°" 10.U-1 I I.OI. 11.7-5 11.ZI T vn. a sen sw-t t. 'tT °t s'^ Ig3.3 191.5 150.0 119 5 IZ 5 O 15 • .T. a RT 1 L8.I 6-15.5 UO9.7 ., ^• °f 0 n 110.9 l011.5 593.1 G9'1 A •, vr, a "•n• 17.Z Z9.�J q 9�.9 109.3 IDS. IDOL t 9Z 2 5ZL.fo A5(62 451 5 99 2.2- "• " • 3 3 5.0 -7 1jl.s 1dt0.5 Ig0.1 t 3152_ TttT Ottt\Tt 6.0 19Z ll" DOW I9O.D 1 A% cut^nunY a ^nt W/ 190 SILT• LAP N ty1S YO RAST1t Utl Tt: • tT•tt\ to" N•tTlc COAST ttAAStt' t ZAN 7n 31 13l -�4 159Td__ 13C, nne s•GE .u•to tvEriL SSrtt COST[.?. tit as to, •r. I KF 3 9 5 7 8 q 10 ats. 06/30/1553 lbal 1nbeHl haul "r TESTING PAa 03 SAND EQUIVALENT VALUE TEST ASTM D 2419 A.A.R.TESTING WBORAll TOItT,INC. P.O. Box 2S23RED (204) 9 14 WA 98073-152, FILE Nola -L23 Uiil A1Si12 (200) 881441 (Fa.) LAB NO: 2 7 pi 3 DATE: -30-q 3 PROJECT:N r )4' 4" .WLTS&MAIN CLIENT:- 'C.ITN MATIRIµ: �WVLL mor .SAMPLED BY: L�.S4HA4T/Aye DATE:. .'. :<L.•29 -9�} L-7—m-lK ",' ANDCa EL FAYALE z a: iAJID fIXAV4EN•.. 8MgtMl J .. CIA+�i�it x N0 9 3 iHCYV�A/pN O AkIM 'WSUoT- 1•03.1�. I Tl T- RwJ x•t'3 �. . TBBTEDBY: j�,1�� 1� CALCULATED BY:6 CNECKM BY ' TOO REPORT BNALL NOT BE REPROOUCEO.EXCEPT IN AAA TEBTBIG LABORATORY.INC. PM"vATNOUT THE WRITTEN APPROVAL OF � r t 1 86/33/3993 16:B1 2B6BB15aa1 AAR TESTING PAGE 02 GRADATION/SIEVE ANALYSIS A.A.R TESTING LABORATORY,INC. P.O. BOX FILE NO: 9 15 $41-3, RED W WA 8ao7]-252]A �( lA/ (204; �13a/2 L/1 - (2061 aS14a.11 (Fax) LAB NC: 27 3 DATE: L • 30 PROJECT: si 7ya�yrL S�r- WAzeft AAI"i CLIENT: GIT`f Or RPwJTbr4 MATERIAL��LAe-Lv.lr F'.AYC�L_ SaJy SOURCE: FA'LAIER SAMPLED BY: A .S Ed�ST'i^rJ DATE: • z9 -4 3 SCREEN ACC UM- ACCUM- PERCENT PASSING SIZE WEIGHT PERCENT - RETAINED RETAINED Sam* :Spao, rams) - I 'IL�" 1115 3,A l o0 4 0 25HI,I �a40 1526$ `1µ,2 5.8 oo 29 1 z6.o ]PECIFICATION: wSD oT- 19- 03.1 �}• r AlEAMRKS N11-' 1pl1A AJ 'TiOtFORMANCF ® TESTED BY WINCONFORMANCE CALCULATED BY CHECKED BY. -ATM C7s — ASTM C117 ISTM CtSO ASTM OHaO THIS REPORT SHILL NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF A R.TESTING LABORATORY, INC. L� h" r I SAND EQUIVALENT VALUE TEST ASTM D 2419 A.A.R.TESTING LABORATORY,INC. P.O.BOX 2522 REDMOND,WA 98073-2523 FILE NO: 93-6236 ' 12067 $614812 12061 811. UI (Fax) LAB NO: 2783 DATE: 6130193 PROJECT: N 34in St.Water Main CLIENT: City of Renton i RePlecement MATERIAL: Gravelly Sand SOURCE: Palmer Coking&Coal 't SAMPLED BY: A.Sebastian DATE: 6/29193 * CLAY LEVEL SAND LEVEL SAND EQUIVALENT TRIAL 1 4.4 14.1 -10=4 1 93 TRIAL 2 4.5 14.2-10-4.2 93 TRIAL 3 44 14 1 -10-4.1 93 i n TRIAL 4 u TRIAL 5 SAND EQUIVALENT SAND LEVEL/ CLAY LEVEL X 100 AVERAGE 93 SPECIFICATION Re QOIREMENr 50 Min SPECIFICATION: WSDOT 9.03.14 " 1 REMARKS: Pit Run 1 « TESTED BY. G.Etltly CONFORMANCE X CALCULATED BY'. G. Etltly li ^ NONCONFORMANCE CHECKED BY. I THIS REPORT SHALL NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF AAA TESTING LABORATORY,INC. I F GRADATION/SIEVE ANALYSIS A.A.R TESTING LABORATORY,INC. P.O. BOX 262? REDMOND,WA 98071-2523 FILE NO: 93-6236 (206)$815812 (206)8815441 (Fax) LAB NU; 2783 DATE: 30-Jun-93 PROJECT; N 30t1- St Water Main CLIENT: City of Renton Repla,ement MATERIAL: Grae ally Sand SOURCE: Palmer Coking&Coal SAMPLED BY: A.Sebast.an DATE; 6129/93 SCREEN ACCUM- ACCUM- PERCENT PASSING SIZE WEIGHT PERCENI RETAINED RETAINED Sample Spec Grams 1 1/4- 1115.9 i 8 96.2 100 1/4` 14991.5 51.3 48.7 25 Min 840 27526.2 94.2 5.8 40 Max �. 0200 29126.0 99.6 04 7.0 Max PAN 29234.5 100 1 , SPECIFICATION: WSDOT 9-03.14 REMARKS: Pit Run - CONFORMANCE II��� TESTED BY: G Eddy NON CONFORMANCE �=J CALC CI'ECKEDED BY BY: G Eddy Y: - ASTM C33 ASTM C117 ACTuX ' THIS REPORT SHALL NOT BE REPRODUCED,EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF A.A.R.TESTING LABORATORY, INCdail a Test Report NO: 6250 HELD DENSITY REPORT-NUCLEAR METHOD 0,.A.R.TESTING LABOMTORT,INC. Fa.No 93-6227 PO BOX 2523 Ph" (pS)Mt. ____ 07107'93 Se12 Adtir t corn HNyNF-PhHoII REDMOND.WA 90070 FAX (2De)aa1•SN1 AoBr♦a CLIENT CRY of Rlln!—WO LRRY Erg CRY ATTN Rick lh w Enow— WA ADDR[M 200 Mw A. So ArcheKl WA RW..WA 95055 C .kor WA CMPtt WA Porllat No SON. canMTM D99tln TMIF AaBNALTMTM T 1K__ CPN DIRECT�-.• ` NRtiw MC-1 DR aACRaOA� �0.""!"T190101eri•} t s n AID on Bn_a —7 —R�W Na DOu�ii o {9380_- IN 8689 . MODMIdCIdtASYN O am TORMTNIpM�9]_ -+-=L-1 L._w�u�nwcT wonlDaHiLJI MNRIN TEST SITE 7 TEST COCA TN 1 �— 2 J { _S_�, _..6 _. 22Nq 71 t0e90 10kJ0 1W25 RNMt N1 Ret�a2 x LEMvm Nq NET I�TIAW caNrelrt 7JJ.{ 1J0.0 120.J6 ty/.7 132.0 31.5 F'rce ORYDENYTi 92 12A 12,0 10. 122A 1 .S 112.9 1 1.9 9.9 12,J t ,0 119.7a tY ttowNtY � 1 'J t ,0 1 .J� I-- 122.J 122.3 122.3 92 TEST--QN . 7 LOCATION M7 RatMt M ELEYATpN: YilTOENMNTy 19{. 1J7. � `�� 10.J ii. .�ORi Dal m 122A 122 I.— —100 lot —� �? �— r_-7 T'a+ 95 �— INLWIap/tVEUFNCATig1 —� Back011inp water line irenCR.COIIeCteO Sample for proctor test Testing steReO al SIB 11-00 tO Ste 10-20 _ I � —TESTED D ArRlel t:ALC1AATt1D D.A�rtn�Nl.( '°dFF to 7�It = -�`i`c-tee- aN[Td1ATTACHM TM n C-A QolRraetp ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE TIE PROPERTY OF THE ❑aMYRO [Z yPh� CLIENT AND A A.R TESTING LABORATORY.INC REPRODUCTION EXCEPT IN FULIWTHOUT , � ��' ❑ a1R STRICTLY THE WFORBIDDENEN CONSENT OF AA.R TESTING LABORATORY,INC IS L J J Test Report No: 6"5 FIELD DENS!TY REPORT-NUCLEAR METHOD A.A.R.TESTING LABORATORY,INC. FIY No 234227 bM 07/081B3 PO Box 25M Pn i2n815P1-5aC _...._... REDMOND,WA W073 FAX 1206I aPr .at AddiveA 91Frre NeatxA-PMm Ii CLIENT Oily d Renbn-Weer LhlNy Erp CRy ATTN RIFA Mp Eegiumma WA ADDRESS 20OMWI A. So AF+&w WA RWM.WA 9e0% CPaeesM WA — OwPw NM (Weal No �ioi.A0i1MOATl ASTM 7EIM fYTDE9IC! A/MNLTASTM CPN DilE1.T M `�— sl9'minus ON MC-t DR wxRrn 0321 — CoLodyD �...TYI19OFCOYMCT — --1 RitM110:2E37 i J MDD114m q[A3iMD iTD t aT t MMO MRYAST*OMt ---- RE _ L— 1'E8T 8 /TE8T LOCh71pN8 �• e.so LgpA — - 1 niw ao OR -t R - W[TaMertrp� J06 �o.T l Motanwoawmrt p,i s.� j W t I LOU VNT MORTMCONTW DDo RYDtMRT proctor Sample to check laboratory maximum dry densay.Test'UK may change bas on new 1,crushed rock.Test N2 91%Compaction relative to lab proctor. proctor.Test No I D Armsiro -_LJ— O EdW iV7 iniar oommetm ALL REPORTS ARE CONSIDEREDCONFIDENTIAL ANDAMETHE PROPERTY OF THE Are" CLIENT AND A A R.TEI TING LABORATDRY.INC. REPRODUCTION EXCEPT IN FULL. „d rr �W WITHOUT Ti/E WRITTEN CONSENT OF AA.p.TESTING LABOR ON INC 15 �J STRICTLY FORBIDDEN A J _ E \ n W FINM- • EMM� -- M • I � M\m\.N\i Yo.rNmtlma•N•m\•wr NNamrrm.-N..NrYao\.mi\immrr.NwmY�r_ � A'•...; _..\m\.rr wm rm rm wm r\w \/.YNI/NN/NY//.YN.N./.YAYwI\ oY Nm Ym mw.tla mN\\\u Y\w oo.Ym mras N.w\wrtls Ym v\uo\tl.tltl�.a..-.�tlrm YW Y.r utltlrwtiv.Ym tlw•tlm umom YYYYw\vrmtl maamr.�.w\om.\\tl ::\r aw.Nr wa\r�a.Ym mw •- � .. \\/Y/m.♦Y�r.\N/w1.�/\Aw.YM \..tl\\ mrMm Y/Y MN.rW so/Nw oYrr N.tl/YN.wtl./.wNm ti. . .\\/..\N■Ym mr\rrYmtl Y\.\\N\//...\m.\.//Y/\.Wtl■/m.N.\.\.Y ./.....m.YY\.\..YW Ym YY..../. - I ti :k r ' 'rY4, A.A.R. TESTING LABORATORY, INC. MOIF16D pRoc,T�o`pu LAVb0ft&`tdl% P.O. BOX 2823 REDMOND,WA 98073.2523 ,1 (pZS2 ^\ O FAX (2IFIED CERTIFIED �� NOf ..�7w t208)881.5812 81E Fax 881•Sait o: *&Tt dslerkpA H cyT T- 9 - 13 a�,l2,L [ou.c[ a PAL.OK10kar T "nRl-L - Cd J�N Tu 20'i7 nIT Ycnaa 5 1551 D oiA. of iIiCIZI OF L.,c.f Yw.[a or .LWS C(a Ia[!O.T or T. tll rP Lf.[A 7 or fi"yY ..A.l�(..[ "tiOPT or so, [W p ILE Mo YU[. 6 (ul 1 ..Ni . Tm[a A. ..Z. .eo[ajp I I I S 0 13 O S. lW 00 00 p 00 I C. " of •E' z S.3 12 ,31 y [• .», ar AST NIL 10A 10, \ 1.0 I1 o I r vy�, a i1n WA[ Ol O O.O O. Q. R a[Toaa:n lµl 14 14 I A. .T. a oP 5�.1i 4r Cif .3 L02.07 15 K, K, ," rnP 25.0 IC3 O, I b 0, 1 1 nI 1 des. 563. b45 P '« SIT I o 1'l3,4. 1 Ias,S 1i4.1 TtiT RESULTS 17 y♦I RM 135.Q 97 uuil ngcn ai or SPOOL[ � GRA•/Eta .1.�3 S�t�n W-LT14 Comm_ .TILT 04UIR "R PLASTIC LIMIT&; I LI.�PL. ►I.. w STRSaL FORMS PLASTIC CRAS1 � M l OE 1 �Ar[ eear aT, a er Rr L ll y u Z !� 1 Ir Test Report No: }� FIELD DENSITY REPORT•NUCLEAR METHOD A.A.R.TESTING LABORATORY,INC. Fee No 934227 0711 J P O BOX 252s PRons (208)Set.5012 Prgset Swrts Hs o .PMs II � .J REDMONO.WA 98073 FAX (IOB;Be,.5", Addess CLlgr COY W RWe1.WSM UNRy Erp CRY ATTN RN Morerw EneRwer NA A00110" 200 Me Are So A hsw N'A Re tV,WA MM Cmvseter N;A ! Owno NIA PeRRs No I �/ r .. CPN MATt81M� MC-1 DR -1 Tltt -- BM 6324 -C -y--_'- -"'—'l TYPO .__�.�"_Br.N. d.._IIO_C_.fIR111` o �p7o -- M �1—`-+ _ `"D� - --i, MODn1xmRYnioxBrZ] -' -�5 TEST SITE/TEST 3+75 IL 1Jt. 7.Y1 122. LM _ ile, d ' .._`MONWNPOtuIANDE Test( A taken In Crusnell gravel Testing re"Vett By CRy o1 Remora m _. .------ BPSCtOr TCsts r "ImInt eMBE te5tB0 only i ArmElrony._.._. rc- Arrn IIB.+er ALL REPORTS ARE CONSIMRED CONFIDENTIAL 1 ARE THE PROPERTY OF THE M CLIENT AND A A R TESTING LABORATORY.INC RLPROOUCTION EXCEPT INFULL WITHOUT THE WRITTEN CONSENT OF A ItTESTING LABORATORY,INC IS STRICTLY FORSIODEN I �eP�I+rrwn.n.....,,sy�Feyyy�� a ®Ffgl��ir� ........Y NqNNE�Y.w...w Nw....w..... ........Y.q ....\\.\Y...q...Y..... iiiiiiis\wi..Yiwaiiie=..�iwwriii wrowM o. .ra o.r.Nrw.Mrr. �� musumms MWMw Gnome*swal ........Y.\...NY.\NY N....NY...Y .....\..w N.Y M...wY N...NY...... .\\O.w.Y.YY•..W.N�`...Y\\N..qN You.ww Y.w.w..oww vw.wow www. : . ...\Y..N N.Y Yt/.Y.Y../q...Y..N. •../...Y \.N\w../YW...Y/Y..Y.\. NN.Yw/YW N.N..N/Y.q.NYYN. on ./\w=...YowY NYONYN Iw.wo wi • 1 A 1 I I Tea Report No: O 2 FIELD DENSITY REPORT•NUCLEAR METHOD IIf ♦ A.A.R.TESTING LABORATORY,INCINC. Pw No P O SOX 2522 PNRR (1 B)Ml-Ml7 S4tMM t.e. ...,,q . .• Y U c� .. _ Rt DMONO.WA MOTS PAX (SMISS1.5"I AYSM 1 � n• Q ATM ' ..✓ .nvr DAY K3. . AOM APME G4wj& f OIIRM I IrIIIiM y„ nl mom C TEiT il1E I TEST L----- N —� F-42 _ TEST NO WCATION WET DENSITY(PCF) MOnTURE CONTENT(NI --' -- - ~\• MY De"ITY IMF) 11COMPACTKIN CONPObAANCEU MON COAIFO [t] REMARKt1tPR1 . y P w . ; ac. c.v:.e�wn• u � SPO aaf SeN..A� C.1" -• L Q ie-w Lv,� �„✓ pi)o.r .LvyP�✓.P Mw..� ��. a _ Y w 11 to,ro(',oAt .'fA.S =�- _ n RA.. a '------ --�—�--- —._— W OwPa�DSRYpK AU REPOIIiII ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY W THE ("' EgI^w AFilia CLIENT AND A A R TESTING LABORATORY INC REPRODUCTION EXCEPT IN FULL. OR*, IZ Do WITHOUTTNEWRITTENCONMNTOFAAR TISTINOL460RATORY.INC It STRICTLY PORSIDOEN I q Test Report NO: FIELD DENSITY REPOT RT-NUCLEAR METHOD A.A.R.TESTING LABORATORY,INC.—1 I FIN Np 25] ( 11 15PO Box 8 -SW2 Pt REDMOND WA 880T3 FAX R081881�5i11 AA — `ORRA tigiyhag aBMT I y o U pN CRT AT" Engnaar ADDWB Armnw Conaacar IF IF mlR Fr W A9*PWMLTI YTM Oitl tp�� TBACE . AtIRIMLr BBBM MI 'A0 MARS 111m. IMTiiL•• LA ,li1TNID10iBys ! = �am TTMCf RBA. �f �_, RBPwFIk-" ---��aB III ��_ IBW MTM� A AtiTM TEST SITE/TEST LOCAT10N3 I rwrNlr. LaDAnaFE ,,,td NlVATgR.-- awl t;A -TI - y --- . --. --- � ~ wWNWT feg — __ L-- ------ — ORIN,M -- ---- �F� NON CONFORM�NCE� fr�{ * 3 7MSDBIDATIDN_ 44 P Tpl®SYt. 1 aBLaYL1t BMt --1 [^afty"m A 5- 0"Te' r Contract ALL REPOR-ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE C Enginee grcnRac CLIENT AND AAR TESTING LABORATORY INC REMODUCTION EXCEPT IN FULL. �' BullOmp Deft (' pM1 WITHOUT THE WRITTEN CONSENT OF A A R TESTING LABOMTORv,INC IS STRICTLY FORBIDOEN -------------- F Test Report No: 6013 FIELD DENSITY REPORT-NUCLEAR METHOD A.A.R.TESTING LABORATORY,INC. FRO NP 93i227 ]IN AIXi07115193, P O BOX 2523 PN 1205)WI W12 pmod S.H"hM Plvte 11 --- - - REDMOND.WA9BOT3 FAX 12081 BBt.SAt1 AdbMt CMWT Cry w Rwgon-Www Utry Elp CRY ATTN RXA Mwmo Enotm w NIA A Class 20DWhA4 Se A e,t NIA R~ WA 941M Caerwla WA . Ownw N A PwMll N9 SI13.92 �aOL/lOa11011TC A9Tuman Te9t► 80 l__ AIRYLT YTM t2:OD MAO Tmxlw O0tCT 11111NR,paro I � 3643_ YACf•CA a���Wlpy, - Pit nln ft - 21240 _---. •=- �AtiI1RI10001M2 0 1 3091, 851 tTPRv HylMft Noe Oak roD 9RDC1dr—*S7*09-0O 0 l�IRBGTQ0ASTN 09 W j-�I - _i TEST SITE/TEST LOCATIONS -- - I Slit Atldrs : 3820 Rata9t 0t , L_ W t.— _- nERAnat 1•dm atla �_ - �--�T��Y• 1J/.1 137.E �1 1.4 ---' `� w9mtam 1SSA 1 .9 1 ' 0--m mwOYOITY LAID IN IPM.l1�CAT10N 9S � �Rp11p0i pIy p Test 03 to be retested®a later date -- - ..__ M Stin., �Lff!P Own�F --iY O�rygy ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY O4 THE h tle9bor --µ. CLIENT AND A.A.R.TESTING LABORATORY,INC REPRODUCTION EXCEPT IN FULL. i � WITHOUT THE WRITTEN CONSENT OF A A R TESTING LABORATORY,II;C IS t STRICTIY FORBIDDEN. --a Test Report No: fU66 FIELD DENSITY REPORT-NUCLEAR METHOD A.A.R.TESTING LABORATORY,INC. Fly NP 93.6227 07/20/93 PC BOY.25M PI(205)61.5612 Nefrct Sam H..gmN-PM 11 -- RFDMJND.WA 95073 FAX (205)851.5M1 AMlnat CLr[NT CItFMRAnNrvWaIxUSNyEn9 aey ATTN RCA MRMIS Engk~ N A AODRE56 20D Ate A.So Artlulwf N.A Renem,WA 9BOa5 Canner r N.A ON y N'A RArRa1 No _..iO1L AO0RE1N1E A61M itat►1y `._...— —1LBt 0EVla! MPUaLT-Tki ---._ . ..__ CPN DeTlCT \ AIAT� SM Crush/Im on -- MC-1 DR 10.12 0321 __ -- tMameA_ LAYM TIeD1016ee;__ impg" iTMWR9mIM111 p I — I at am —T a Floe l, MODPFWCCT AfTM6ME7 �eTO •- Ij' `-----i� 1 atCE6BFitTYA61Y99Pt _�—_ i —— TEST SITE!TEST LOCATION$ f-- •�+:I ETMDD aCOaMsF1mnTTY6R �16u`3:� 12{3 BwT 1U29tr_e1.9.e 9 14216 135.9 C_—CO�M 1GTION({j eT Cgs—� C= E 1 OCA — ri6T DGMITY Mp6 mm CdiT6aT ORYIaWERY — WCl1M" =1EMApKeIwww CATION Test cast en ns are distance from west side of Union Ave.Elevations relative to AC sunace.Coniragor is working on the can end of„�t r.St.Test results indicate conaitious at lest locations only. :'Y Omni.ArmSlro�- CY016ATflO —_—.--___ ^6Yr-Dennis A aHp _ �— ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE { CLIENT AND AA R.TESTING LABORATORY,ING REPRODUCTION EXCEPT IN FULL. a. WITHOUT THE WRITTEN CONSENT OF AAR.TESTING LABORATORY,INC.15 STRICTLY FORBIDDEN L �I Test Report No: Ml FIELD DENSITY REPORT-NUCLEAR METHOD -1 A.A.R.TESTING LABORATORY,INC. � P D Box 25M P" (206)9e1.Seq B3$217 ?'07/23/93 i REDMOND.WA W73 TAX ~ 'T aRrre Heprp PAgeII (20e18B1-SMI CLOUT CM oI Renlp,-WNee Uliley E CRYnp CAY ATTN RCM M"r Enphser WA ADDItM 2pDAae Ave So Amen WA R".,WA 9SMS Ca MIII r WA I r M WA _ MrTns ND �,_aCiA0 ASPHATCASTM L_ A/MYLTAaitA MMi CPN MMOTTRl1Veb010N `-- IwTtttBAA7--- NMI"a allSh MCADR OAGfaDA LAYM THICOU O ur-1e a AC 4973e Y 8721 Hoe Pap aaTtN _ r A�- n 1 - roo PllxroRaalN o IITO ��--------- _ aft"olFwmuTNOM O TESTSITE/TEST LOCATION$ - - TRitl�r r--- 1 j —r EaDA _ 1e-s or e�rM 7?7YB 21 --- (— '���, ,� of RaartwtM ReEmorlO nrf - uolB�iugdooNRNt 1a,15 135.7 8.0, t�taswlrr 116A 1 2 3_ 14 r-- TaT ac1NL Y+ErtxarirY _.._ MDbntiaEogNTexr �-_aer DeHartr i tAa cerstrT a'CF1 i— � Tests taken m-e IIAR o street NE,mfemnceC-f Sout a fmm NE 31st St.Elevuuone relative to tRe -� existing asphaR. •- T®aYl Dennb Alma Dennis AAmntcolonow rorlD�� Mom. I-r ALL REPORTS ARE COSIDERED CONFIDENTIAL AND ARE'NE PROPE4TYOF THE u AMNN.� CLIENT AND AA R TESTING LABORATORY INC. REPRODUCTION EXCEPT IN FULL. ❑ O&W WITNOUT THE WRITTEN CONSENT Of A.A R TESTING LABORATORY,INC IS STRICTLY FORBIDDEN. L J I Teat Report No: 6019 FIELD DENSITY REPORT-NUCLEAR METHOD A.A.R.TESTING LABORATORY,INC. FIN NO 93E227 0T1261113 P O BOX 252] PMw 1206I e61-MI PNNM Sl HogMA PA 11 REDMOND.WA OW73 FAX (X161 881-S 1 AH6rAIAA CLIENT CRY oI Rn9Pn-Wp UtNV Elp City ATTN R"Mo ftq n NIA ADpKN 2M Me Aw So AXC ww NIA Ca w. NIA RWW WA 9M OM NIA Perak Na SI13-92 aOL AOOREWR NIM - TEM SS _ _TUT 0111,1100 ---'� ASPIWIFAMTM TUBE 10:00 Tmxler �am TRANBM"a Ph ruM 8 SIE avaDBD I 3430 —� SACKSCATVIRLJ DeE1TwpDr�na'� Sit S kwtm aR 212s0 L NEWea Import TTK of Ocw^771D11 HYDraSMC IIOB Oak 000VAillifttRAM 1RIt. 0A,FiMCPE �lAOt`1 Of 1_J NCEDIMMTYAETM TUT UM i TEST LOCAWift LOCATION St. add 1 1 WLTO�miTY MMA7VR[QONT1RMT DRY e I Am= TIaM as � _�._ tE9rAIDLa2 Test 92 to be retested at a later date. f TA��T. r�(Chaelsonar cALcuLAnDwIr I a�A OMMEj CoArstor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AN,.ARE THE PROPERTY OF THE - ❑*WNWM A16tAW CLIENT ANO A A R TESTING LABORATORY,INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF AA R TESTINO LABORATORY,INC IS SOAFE Dets. II "m STRICTLY FORBIDDEN J Test Report NO: 6269 FIELD DENSITY REPORT-NUCLEAR METHOD A.A.R.TESTING LABORATORY,INC. 1 'tr NP 934227 87/12/B3, P O BOX 2 PN I2W)8e1.M12 P-Jj Sr HNpraa-PNaaa In REDMOND WA 9 F t (106)BBL WI CLEW RmNMa UNry Ep CRY ' ATrN Rick Mm Entili a NIA ADORE" 2 Me A. Sa Ar+&[ NA 4 R+Nan,WA 98M Can .%' NIA OYI Y NIA P11 W No 606 AOOgEOATE TlIg1F ---, 7g10alOf, A9PIMLT AeTY �._ CON OeLLtCT TItA11tAl11iaalON � MATFRNL—i6— _ MIC-1DR __ YIIeI(aCwmR A.AYQe k 1.5 R. &Eil 0324 AQIJ �! Palmer Coke 3 C aT "� O 49618 k1 8992 TYPeOPCOMP��..=--'7 2E4e �=—J wce��maTWisswu iEmw o�TnRAarr TOT SM I TEST LOCATIONS - TNT LOG _ 1+87 1+1M 1+31 t+67 1+65 1+31 lLLNA 8G SG .4G SG 22 TY 1Jt a /31.3 1JZ0 131 a 1J1.] 137.6 MOIiMY CONTENT 3.e 4.4 6 3A 4A 6.2 OTY' 12e.7 /25.0 126.E /2e.7 125.E 129.6 —L 1JS.e 142.E 142.e 142.e IXIWALTgN(KI tEiT LOCA ELEYA YYET OEIMIJY k10N71 M COWTRW DRY OINK" w 0111,1113171'pay 9s—Be«�Ac4rRw'1 �1 f�-� _ ICMAIUO10EC 9WAATM ._. Tests 1 62 taken In the crushed no below AC.Crushed seems Sandy.Collected a sample for maX n UM Cry Density. Test 3 in Impon.Proctor 135.9 will recalculate c isity based on crusheu rock max dry density. I Tt7T1m.W Dennis Arm-tfon0 ' C1LLCt%J1TED eYrT DD.]e,.n�nn sAAninnslrOnp�QNECIIEGav, o V=��r 1 Oiew :? ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE \CLIENT AND AA.R.TESTING LABORATORY INC REPRODUCTION EXCEPT IN FULL. WITHOUT THE WRITTEN CONSENT OF A R TESTING LABORATORY,INC IS STRICTLY FORBIDDEN. J L J I Lamlm Testing Labors orNs.Inc. o405 Haney $same WA WM WATER BACTERIOLOGICAL ANALYSIS SURFODIZION'.RFAW MTKO MSOM BRICK a(IDMAODCOvr M MMBasBaa r nB1 TBRaMaO.nnIPIB nlN M alEawL MTE RIAE im C"w WME •exm aw rraB 7 :yU T msv%:i91 rPUK1c ET'!TF Lo MVL . ❑RRIC aanp �~.....a ID.NB. • C. U9 MME Or mnM saaaeWtlEOMWIEIEiMaLEOou[4n0 THD1g1EMD.. I t lE4RM "Ag.>AT5 ml —IF3 7.$ � awEEoouEcream:Rwe BnTH10MBNtlR.:enaM ,.egNILFTaai TER uaERseMACE wnUO6E I ❑aMSACE eiiaw ❑WRM ❑ZQWW- ❑am EBDREIORTR MM W Mw.ABaaaar7Moaw1 '11Ypr7;Al .ri7�2 �iK- I c.G TwEOr BMaRE Mwa W r MBaawaB ❑Miss"MMI ❑OE�aBM IMaeaBL_ir_nW v.a wan.+—�❑RBsas ❑UrargOM ❑MEKATS appaaw wr OaM I I RAWBWRCE WATER &-41Em ❑sworn IEWCOHST.XTp aERVRB Er TMar OTHER IEeMM) ADAM": WuEomVior mmoyM]ER ❑wwwAcTo"..CWma P. — REREAT E.cd aBt.a �B REouwn ❑rBaYpaBaa ❑r«Mawa -- OTMpnASOMTOMREMRn TOULCOLOOIY 1 naB. E.00LI y�naaw — RECALOOIBOIW_nEBRI PIAn COOMT—laa NIDTWHS LEREMM -- 9YW WTTE MBEWIEE' I ITi/Aomm lE bEGUSE: I 0BY1R4 b00M j I �cwm M,gR ❑wiggaqwMw 1�1 ❑4aaaVBM Mla TurpaMew ❑-- 1 1 1 paaEwM+ eEEIEVFRBFBMEa EENwvr- REKauuTaxoc RE94LTB . wxaRaant TML �J BMMBtlRI® fs MF aBBr �I v—� f wATEa wvvuER<:wr Lpueks Tasting La6Dntorles.Inc. 90 s Harrel S-OW WA 90O WATER BACTERIOLOGICAL ANALYSES t SMtvt£N7L E WnwTi W",r.rsb.rrtr.a.a EpMn xwE i prTECp1ECTE0 TYKOF aYatOl tF NfILC SYBTBI,GOaFtE�' Ca w \ t3 5 L T e p T�otu� I tD.ND w.r rr.e WM OF SYSTM C�pryOgtaMF/E aruawEtlED i LQ dYl •, _ f v cdM ( NB 161 she �ECgyECTFD aY'DINM EY1 QMHWOA"DTFr'a rr n" 1 W1TER IRtDEa &FFFGE (Dw a pDmawra �r ❑a NMna•M 'TME7p BfliD11EF0ar Tp = Cr�[k rAb aa�NU TYPE OF 9Ma'LE tMra�EFy.M MM"owl mma aIFIL����� IaMM uawrradw i g,,r„Lea,M �❑�W�EW�,tai ,�.r..a m F�� �WcuwTTuc„DualalWa� OTNEe I80rM/1 "MAW& yrTTTeOILh0OeY110W1M101111p V p u0ernsFrCTOm. E a.F� g r _ k aeawm g 1400IMMON — 0"1" Toa.autnn COLaO�M MOM E.Cou now i01FL f =dw��My FCCM.CS1aOML--IIW M ypTHEg9rIrE REO1IPW ataFLE NOT iESTEDa tESTUN7lif EOECWiE. I j c.a W— p eM�p.uam ❑W"'ipl.\ [pjinlFlllra�r p„m„psaNM+-• + � 199ID E+e"`°""r p-- — a TaETsxTs SEE NEYEnSE SroF OF TaDnrEe� cR MrEatFaWw waMaT I aawaTNr W.TER aUT.PUf,,. "ry 1 . ^ Lsul:ks Testlnq Lablastales.InC. 4405 Har�Y Sealte WA 98109 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ SF$TRC-"M ON BADS OF GWO"COPY a NurrRTbp.mm MMRM,MYRAN MN Lw fEIFeFFr L DAIECOLLECTED TAPE=LECTED' COUNTY IW ram ur rw -• L O � _ �F-! s ❑w w _L r --- � TYPE OF SYSIEY KPLlIIOSMiBAODIKIETE' uQ WIW � JWN I'LD� ..� L � C 1•mNAAl�ruf NNE OF SYSTEM VRHXHG GRORnfEE SNKI[OSLLELTFO ltLv4QIE NO, SWPEE " , W.Raw" SYSTEM OMNE11AWL p1w1 'A 9011ROE TYPE c •�, YM1Ea1SIDF.R SCIIFACE SSLUBILE I J❑ 0W�kl FELO C]s COPLOCL�ASEDM OTAAW LI I � SEIID IIEPORT TR IMF FKMw.ANNw MND►OeNI i l0 lY/ LY.. h✓d S V I -�YYmM TYreoPSAIKLE eapaTlLrwaSlFaawF p pS1SOk1 YMTER OawrlN DaaaaL_SY_ANN Mra YwLAnu—� yr LIFPW M DUM RE PEAT SAMPLE 'P�erwR coram pFFr�a LFaF ' OFIF I I i ♦ I IRAWS KE YMTER $MqF®m n�YjAYINKrr ®NEW CONStRWTq REPQRS uFFTNLYIINIIA p OTHER tsw.*,I IIEIIAntS'. w IEt ana oaE.uE f E�DrI EEELE.n_ p LSEAIfsPADraacowaFr.MM nsAC�MFAN. 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Gib• Apr Pal:: _•.G 41�,klft(` /t•,Z!_ r . 7YFF O�FI payMTIFR�at Iwr yrw llMarinr ��MlallOgrM/F11 Ey'�CNVR.wa rR.yNN TMa__FMI .E.R•�I I nMrFe =16AWE N..Rmisr•pT•.. u•_ cowr r cl MR,901a1Ca RMTM arR•❑a m ❑RrWMp [ NEW C1aMTNUCTF7N.Ra1WNM F•walRo VIP []Dn•:R p•wen w nTawaarMTUT•euiln r.Er a i Ea Romp. Tea9n® •Rww nwMEFN TOMCCIMCI`T.A•RWoo a.tau n•Nx _—_ rockoCUFCIU- N9aw MROPM [(f �� calla awrulgTlpllOaFCMAI. TINyRIlllaalYyaf: aRyETw.E v000 r.•.r»rcrrr Gf rE�'V e.T.a.n• eEFRartmwt-aF I11 TIONOF%LLn • w9a no.m an,yT1� i� Nip 7 1 C,JJ • _�.S�1U9� ti :z W can NFM110 ; Ta9+ p IhefER 9UPYlrIN t OPv I J J I ^ LWucki TW[ting L[bor[lor1WW.Inc. NO$ Harney SeeNM.WA98108 WATER BACTERIOL001CAL ANALYSIS LOAP E CMLeCT10a.BFAO WFIXTI(M ON Brat of QMDEwao COPY i [WWYWWWWr w Wa rwrw..W WPIW WIW a,ysrw. DAM r� Tom Coulcr[0 W1NIry mulf IOPM , AW / "W' ❑W ti ---- TrNEOT[Y[T[tl NWUWCII0T 001PL[rt: g( ,W,W l rb.NW. 7 1 B S7 WAAAAW,r.rW+a Aw OPen+er 1C Mil sFQNCE ' MInIE iY/u—S"Irl�'RO TrAp"w MO DAY A i f _.l'%_f•. o 9IMRE COILECrEO sr lNrWrl p[rkM :frWWWI Ly/11Cl iY �yMkutM.11lrlo[MIM{[41r[WMrOEWMu[raf ❑ 11[II FlbA ❑P1ANG[r,E[]p[ [ W ❑WOTInIM rrPE oP BAMPEE IrlWe.rfy arr�EW ar-.V OI NrKM WARN CWWWMB _Tm_MN 1IIIWWM W QIYI O NEPFAI S MP E Pavan m.,vrn W.rrWrW WW Im II I 1 yY.��MWBWRLF VMtEN Swo.l glm R/II110iY,11 bdI{W CONSTRULinYIw NEwAm `J Lf hY1G�Wn 1F4,OT4EN(9PKWI 1 WHIAIVB '- MW um Oran PNW[W10 M1lIIYRt[ �UNSAnSr ACyORv.C.Wmr.P.rW1 - ��'T yj REPtni �"�EC.YpuM ❑[.OrE.WrM NI WINED Pl`wWp M Uftw~ IpTAI COLrEq,M ..nWDM ECOu PAN 1 iWnEN TRSTED[EQAUSE 1F[Mi1111[nM1![�MYt: [❑)suww.� 1 p w c5r r.n B�i �0 ,aic'ra.. 1 u E.WrdM. BFE NEVERBE SIDE WN([1PTEONycNuutgN(N N[SUliS • WM0.nEr01r0 OAtPI4EJiCWY ,nC'1MPWP J I lJJ W.R r. LAnm � re. AWYIYa WATER WEIPPI rE N fnPr J STATE OF WABINNO — ' DEEWnTMENT OF NEAITR WATER BACTERIOLOGICAL ANALYSIS MNRMNRMNAYENAEMBPNM.NMRPN YNI M11E1w40. W D iWE LE YE COUNTYNAME / vERR T\PE M SYSTEM IF PIALIC SYSTEM.COMPLETE POBLLL CIRCLE GROUP Li INDIVIDUAL LG.P10. A B NAME a arMTEM SEELuIO LDGIpIN WNFM$W%F CDUECEEO tEL MD IN.MgMn IyM NNod.Nn NRwn,bWRiml PURIC r BRA �_� EVfiNIHpI 1 �COSLLE TEDC Iv.IWnwl SYSTEN OWWEIVMDII (NMIW TYPE ❑DRCUND VMTER UNDER SURFACE INFLUENCE FACE WELL FIELD NTER�EDM IM WCDMBINATq RESTND PORT TD�Mx Fa NMr.Mj oM aIq liP CPlq 1 Y r 1 1 A 'TA' �E �i 1 .A,A �� !Ci•CJ�4. WNM E RDuf1MF ❑ WMEWflPYYBBR�7LM1_RW DRM IGIRG I RUFF d"amoDMN--►(J PBERBE O UNFEMEEW OEr .. REPYf BANRE PL4I.EEMw.rlEErr wE_ ._—_—.....-- MwYNLEMnnTPMMNN RWW BDUIICF WMER sM a®m .�.TdNI CaYlenn NEW CDNBTRUCTION ARYARM ;�RMW COIAYm yyJJT❑ OTIERIMPENR_—_..._._ _� I 1 , {J IYDRAtORtl RtlERTBiPMnW � 10TAL cauFOEI?i'Y''� to m E.x'.1._ <eoml 'FCK COIWDRM�_y�y,..100 m: M_1ERDRWPnIC._, IDQIY l .—NmwnEweLe ncareu � ,AMPLE NDT TBBTF TEL"UNMtRTAPLE BECAM ARM WI.I.PM. �rll. -ERMAMMLNRM -- -- ;: DRPPcmD wATen uLTM ❑REM"SAMPLE RflDUMED.ICMWrMNgNMR�SATticAC1ORY CeMpElna AbMq JiSak-am, ILJ60W YLWR 1 •i FMM PIMMn L1 hod EeLEIN �1 SLE RED VERSES Ou• ••GOPY FOR EEPIAWif1ONOF RESULTS 08lE?481.ti �73 q,t� F aaB L, �► ww�yJ 3 ErtmalE�-- f OON]MAW INEV f1�1-I YMTER SUPPLIER COPY t � J Lmucka TONI"Laborotortaa,Inc. WUS NalNy 5 atlw.WA 98t OP WATER SACTERIOLOOICAL ANALYSIS 9AIMLECOFIECTOJ HEADM4TFMlI SONMCKOFGOLDD"CDP EIIMYFwTIM1A EA nM MMIFEE,MIIIPFE N M MsFM. DAME CDLLECTED TMIECMLECTED CDVNIYWNF Kohn a. .Ful �l TIE OF rE um oo tYb4 K%1BLICEMIM6Od/uR. Fry , CIIFCEF owx IP 41 }Yt IIN +�a..t 1IY GAY I }t I tVAhICGILECTIaaM IFTTEIa twAEM GWIlaAga.:CUEIEI sotm"m GaGIMDNATp1UFE1Ea 'Q` �w'�ireG �EEkNG ❑ aeo. []OOYMMTTGN Neq�'6ar r�—inwFuwr.rw.wze�iEu__ -. ____._ IYK OF SANn.F EEd AAY�MAEE<YKwI L]lrnwiuF(FG wArEq 'L�tna.l.`alwrw..,_..Fr—Ewl iM:4lYFMrN �.� IAYna nE.el.mNonl K<Fwls wE F IEAW EDINICE MAA I A I � � •raN CEa�w FawaawTTuOft cnoN.aeTvaTE I~YIC/nlll OTNd AMA anEAIKa Cilkl! 1�fi�: FM M OmVI GaEaua wF$F"M%vt comb" EAaEM� iocwlM " hWr t❑7 GTIMuerimm Np11Lta VI MOGI/OIaF—Amm tow—AMM FWXCMaOIaT_kq AE EMR OGGNF_Am mioyw ENhEMOFAIm ....—_. WMM tWTWMDKCIME: TntummummooAIAE; EYIIEIAA�Ea DYIa1nAaMIE1 TNEla�la M �]IIITG EIEMIwal11111 l7nJK t�Mtl YU EMIYEIAIY KE REVERSf M M G"MOOY FOM MLAk VaNOF nEEIAIt w/�w'.rEwlu Ela�ala0pgl� 7 06 YTEA9GMp woAEmw i OFIIFIF_IIIFY Y� f CITY OF RENTON MEMORANDUM DATE August 4, 1993 TO. Dan Thompson 4 FROM: Rick Moreno SUBJECT: Catholic Protection at Olympic Pipeline crossing on NE 21 at Street ' Per our conversation on the morning of August Alth, i confirmed the request from Bob 1 Burnell of Olympic Pipeline to install only one catholic protection test station which would be welded to both the Olympic main and the new city installed main Evidently a test station already exists on the 16`pas pipeline which is enclosed in a casing. However, Ray Sled still wants a test station attached to the City main at the same location as the plans indicate but not be connected to the Olympic Plpe which is enclosed in a casing ITherefore two test stations are still required,one connected to Olympic pipe and one not have contacted Richard Grant on this matter It is required that Richard Grant coordinate his efforts with Olympic pipe cathodic protection field represemative, Scott Simmons Simmons mobile number is 669-0579. Please ensure that he does this. DEMO DOTILH "1 J 1I� i I 1.� 1 -f; 7 CITY OF RENTON MEMORANDUM 1 DATE. August 23, 1993 I TO. Margie- Finance Department FROM. Abdoul-Water Utility Engineering(E)t.6210) SUBJECT: CAG-93-M8 Sierra Heights Watennain Replacement Ph.2 Contractor: Grant Construction Please process the attached pay estimate no. 2 for payment to the contractor on August 31, 1993. An engine:of the change order No 1 is also attached, - i Please call me at Ext.6210 if you have any questions on this subject. f I H WATER:WQUG is t I NOTICE ('F NEW FIRE HYDRANT IN-SERVICE NME OF DEVELOPMENT Sle., RN F\Irf..ITS IJPr'� Cj, t� ADDRESS 1),K'.2, 15'_.� 7 O/I+u✓l! nrC F_ at4_y "e INSTALLATION CONTRACTOR ,PirtMLO WATER PROJECT NO NUMBEk OF HYDRANTS HYDRANT LOCATIONS (FOR FIRE DEPT. USE ONLY) HYDRANT NO. 2. 3. Y. 5. 6. INSPECT _ 08 09 93 11'.Is =206 767 5063 LM CPS TESTING ••• RENTON P•B.PM dDDI p �. Loucks Tasting LaboratorkEs,Im. 940S Na,ey 5EAnM.WA 961 DS 1 WATER BACTERIOLOGICAL ANALYSIS MOO CDLECMk READ E61AI1CTM ON BALL OF G0DBIROD COPv 9IFAVMe AAA not tom. ,*.+w.M,3 SF msp w. DATE COLLECTED ME ODUECTED M FTr MAME 5_:DD AM AM /N T1'FFOFSTSIEY O uoUCSyVw OMPLM �wE,x p DUAL ° ` NAME OF SYSrEM �s rY o< 2duroN MureA'AIwN1146 S rs GOIEFfYEpT TEEEFgM[Ma - a�see,9 F„rs.wrs �urt Z� lsru orr ysr ... 6� �65/7L IEWBMOi 1 BNVLE COLLECTED Sr.LF`gl STSTEYOPNEM,OP:3lmPj OUWNTeMo�oN SOUPCE THE �]ONJMND WATEP I.w SURFACE MFLOENCE •. , LL3 SURFACE � Lv [']SPAMO ❑N r �O"R,AnOr r'wwaB�l Fipp M E TIE vOTMER SEND En,F. TSREOFSAMALE~". \MlMhaq � 10,DNMME,O wAnR OFA, Ob,IMM.—TMM—FP aMMMr�I--� ARA x/ UMRAI,E MOEIP /�( t1MP�\f0lb'll}PYb Dow AAWSOVgaE IER 39MOEam 7r.EWEs �� N CONSiM1CT REFMA Sty t9Waw \� PEMAPIS C (w,aatPaga3aaa HARP PESOLTS !,ONg,AT,SFACTORY.C"FAR,Mnah 9Af<Ppnw�W .. SAMPLE CAS SAMPLES ►nA Efb~ PEOOmFD gWApM,A al"M LASMPtoar MOAT* TOTAL COLIFORIA nfaMI 00Ut IIOpR, FECAL COOFORM_.Am M PLATE CQUAff ANOT14IR SAEE0.E,tMCPEO TT M^FL(NOTTESTED EEGUSl: ,EET0,q,3TAEEE I[CMgE MV V mnYhw 1SwwftmFy���{TNiC p1,MenNIn M"" 7 TMMEMuw ULi EvrEM SR PEVEq[w30F MEEK oa11w1EtY7JR WLNM, maFPEwRn •.• W MO. Jg1iFl w�—J'ys Mmra)Er ':W wnREranee p ,A,otoaN. I OM 09 90 11:19 tf206 767 5067 I_U CKS IESI PG - k0i ON M B P% I®00C Loucks Testing Laboratories,Inc. _ Loucks Testing L.alPoratorias,Inc. WATER BACTERIOLOGICAL ANALYSIS I 940 S Harley Searle WA Ml00 BEk UD ILFC P&FFAlim rsILL-n 0olyMOFOMOW000 WATER BACTERIOLOGICAL ANALYSIS \ MMLPFILRimAPftW Rom MIMMa,AR.'A,aEn sa Ly.Ma. SAMPLE CdUEC110N:READ MiSiMILTIDN6 ON 9ECX OF WIDEHF0DWe/ E NMMfteMne ew PL,M MIwM,copy MII M nleeYe. DATE COLLECTED TW COLLECTED I D PAN LrONA, pPr •aAA /�� I DATE COLLECTED TINECOILECTED CDOWTWME WMI, M +W C 8 y 4� ❑aM At�G 8 �93 � �I lrlG- T/kOFErAFM MMLE:3'9tdLlX7MN/TF' 1 KwuntTM wpub DBT'81HI.001ouTE. a�OMO R oo�( ; a I.oJnE —/ 1 8 5 GV a 6S�anu`WMDUAL Lg.w. 7 I Cy� NAAT!OF avBTEEI U..�.w,n✓.r�T PAME a sKTEM Ci TY o�- PFJi Crry p AR maw-roll VKft LOrATONWOM EALPE[OOLLELTM TEyEF110 No C� Nydfw✓Y`' t', DAYI ieIC lOGiranwlEEEwaE mIEnED MENgNE NC. a A,•r Rii n/i6N rs av 999 IB Lfl !LR?A N y�y7s 2` 7p.�cow,,ClO.RW s•-- NE�1 ion'* 1f6172� N[MNO )SNRECOLLE iED eM RNreel MTETEM QWa.ReAOTI'.tNaMl BAAeIE WLLECTFD eY.INMna) MTEAI DEPNEMLON ft.) 1 1.1`S�uawnPElEa uo[n�WacAc:wFL�ueNCE — _rh EA :J LSD 60lMCETYPE 11pgtlO9pTEn LINOEII SIMLE/OE wFLUENCF 7 e,MMaDe ML FID pYllwD pPIMIG EEECa �a ncprNY/ DWAFACE CKWwELLELL Flew �swaND `'nMpnuEslD. �v�E""s -/�A} ftT,IRfel L�LTUY iT1 rL - It EEW MEPCIIf TO PrwM NFw eerr���.�CWEI ;� ��rt..� ✓d t C� IJ 11 MA !lila.Eiv IIE'FL A?e�_ P rvx,.To , zrx� lll.'tL Arai $o nJ .N„R.Ty nrnro. �/ Orb INPE OP SW PLE NertMyes eEEleeMal9 L TpUTwF UbMftTd IRPMPUM—�_FM1 TTPl Of SeWIF tlftaleN/WMPVemeerwl 011WIwG WAIER C Mil bMeMnl�� FEYrN ORiNRwG WA'EN CNMYreM 1RePPrM.__TTW_PMI f VrrYMIM W QIM YlefF tialnanl -.i MeM REPEAT SAMPLE J lLWeeftC n Oe,e,_. ___ Pft�b,n taYbM peynw Wa SAMPLE Deft /RAW I wYmuT WrNm paaPV we _ ._ yl SOURCE P©m � NEWCDNSIUTDaREPNIK sw 77 rmosoR IILLrrJJR OTIER(S;R") NIWCCNlr11UCTpN ar RERURS r- L []WiOeeaw REMARKS OTLI[R leletllrl .. REMA'" _W la>.aaq sMPPIDMo everts PMSMLn W wmA R,LFl g1WILMq WARP aesurs �IMISATTSFIL:TORr CeaEPAR/een'a SATIBPACTCRT �11E1rAC wan.WM CLP/MATIYACTMv.L7PManrft PrMMP COMMY 1, KRFAr cRaM E.CaEWen CiaNM PWpammPftrM gFwEWn REPEAT 1COPAw..n ne(gNaCwn -� MSG RCL FgIpMRN 'S`�Is'PR4 WPM orLPOL L,FeDR\,EMY IIpUIn OTNER UeMATORT IRWln TOrALCOLMORM ne9M lOpu REOn PErp COLPORPe_R99w PLATE COUPO_AM TOTAL COLMORM R- E.COU R9eel AIgTHEM SAMPLE PIEOIAED-- PECAL COLIORM_ROpw HATE DOLwT��AN A40 N OR SAMPLE TLEOIMFC SAUMENOTTESTEDUCAUN TESTUNEUaAMET1ECMM yneft Mrap �OgP,ftra EAMPLENOTTESTFD11 AUK TERYLPIMATAMAKCAUSU 'Nr>O aonYner LJ� Nri P� ��d LpmiYMiw owomi�a RPwwN r''TM oANn LJ W'Mrrl TMc Nw OebN Mmrftftft rnm TW WAwmMR eEE REN0l9E FLOE os GREEN NPT POR FMNAPutiDN OP RESLRTS IFAR �O GMENOMVPOREIPLNMrMINOPREELIITt ww.ntwPu LMTE.rr Murveon 081og543 9:i Es I �� wwn l ` vn�REOER}3 omen Lon AaADRro L.s9RATaR. do r�FroRTFp$ TULr Y YE t r 8' v y'' 1 �t f il'r 1} a ->~ CITY OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor r.yno Guttman,Admlolstnter 1 October 7, 1993 Richard Grant Construction 1420 NW Gilman Blvd. - Suite 2853 Issaquah, WA 98027-5327 SUBJECT: OUTSTANDING DEFICIENCIES AT SIERRA HEIGHTS WATER MAIN PROJECT SITE Dear Richard: It has been three weeks now that I have been unable to contact you in order to establish terms for completion of the Sierra Heights water project. The following are ' outstanding items which will be required to be completed to the satisfaction of the City as established by the written specifications in the contract between the City and Grant `1 Construction: �t Hydroseed grass applied to all water meters must show evidence of germination. It seems that a new application should be done as soon as possible. There are two fire hydrants which are still not functioning properly. The problem appears to stem from the foot valve not functioning correctly and the fact that the hydrant opening nut is inoperable. The hydrants are located at Sta. 4+75, 11.5' Rt. (see sheet 10) and at Sta. 7+31, 10' Rt. (see sheet 3). The existing valves associated with the abandoned steel water main must be removed per schedule "A" pay item covering the furnishing and installment of new water main connection to existing City water main, see 1-09.10(F), page 11 in the Special Provisions Section. The as-built red lined set of plans have not been turned over to the City. A red-lined set reflecting all changed elevation station and off sets of fittings and appurtenances is all that is needed to meet this requirement. Until all of the above-mentioned items are met, I cannot proceed further with the ielcase,of funds to close this project. If you have any questions regarding this matter, please contact me at (206) 277-6208. Sincerely, `D Rick Moreno,ProjecttMMan Manager i Water Utility ` *k H.UOCSS3-1012ALM'Os ) 0._ 200 Mill Avenue South-Renton,Washington 98055 rxn r�rrx n»rt�ixsaxrrvri en wnxw.un msnors;Hrx t .'...: ae �. 4� E-r� flub 'rye ti u� i C" r d �(yyr w h I I � o 1' NAMMONIM COLLIER 6 WADE-LIVINGSTONE ASSOCIATES.INC. CONSULTING ENGINEERS .1.Yu[It .11. C .l FwgmN AL. MUcf L,vug6E W[ n[ [v.Lc o clmAw v L a ORIH —AtA..,C.O.AIW It TLE WAONE TO INU03 IILAW. cw[[NE ILt WIIOIOL YrW.O w[ SE.TTLF W.8NIN4TON 0010�809U ♦Ufw iR[[p.N A. T RNINO L[L n[ TELEPHONE 208,f]T 20M NU UN[S MA 1pnN 0 M[NOwpN P c 1 IX]O 552 Inn gC[Lwi[ 0[PG]�Mv, n[ c...2M,6.2~ ppN M6E1A I CLANK[ .ErNp,OR PL t ANRNL.E w,[4[wf IF December 21, 1"3 Ron Olsen City of Renton Department of Public Works 200 Mill Avenue South Renton,Washington 98055 I Re: Sierra Heights Water Main Replacement Phase II Dear Ron: Please find attached the complete as-constructed record drawings for the Siena Heights Water Main Replacement Phase 11 work. We have included the"as constructed'notes provided by the contractor. Richard Grant, Thank you for the opportunity to work with the City of Renton. Very truly yours. HAMMOND,COLLIER fL WADE-LIVINGSTONE ASSOCIATES,INC. Robert E.Bergstrom,P.E. Enclosures N,. REB/mgi �..wvp�eerollml�al.Inl e« yg wy4e_. , r I 1 r. P<� d 4 i, I I CNA IsiVenm CnrVonec CM CNA PlaM General Status Inquiry Iwa•�.dAeaerelr.a AW' ChoPIO.IL Sodas Contract Bonds Aba.e Sal' an Intonation balav,Sign"resin So APtNTCAN CASUALIV Cr1PANv AIIN. bOAO ncPA11Ar:Ni Dale Mailed- "'/C :is* St ATTL', ak ANCN Request Number I 0"1.Oblpu a 010-*g Caron And Address RtbrcN Plcuc b1 Nr; Etter - ATIN PICK AOeCN11&& 200 HILL A11r: SC11TN FthrON 1`4 soest Steed CoMac1«1 N«ti"AddreM GHANI CaaSrNLCTION CCMPA%v 1NC 1e20 OILAAA 411.101 ISSAeUAN kn 9d CP1 GCuc o/ConlTact IlrxWe canal rurox,dasaipson of work,and bceea0 CLA55 - 39C SIENRA nCIGNIS NATuk PAia 9r,k ACEAENI FNAST It - CAG-92-Cee Original Contract Pride: Ino.bc: CNA Bond Number: 12e C2100b Effective Date: 0 a/n 1/9 a Without prejudicing your right of affecting Our liability under our bond(s)described above,we would appreciate such of the following information as is now available. 1. If contract is completed,please state: om M Canpwiri -- - ----'—�-ey„ Arw 2. If contract is uncompleted,please slate: _• Approximate.or dollar amount of contract completed or delivered /9- 3. Do you kttow of any unpaid bills for labor or material? X yes d No 4. Other remarks. P_o�G(} WA.s ac�P/4,. !'.Js4<l✓. /`••t,� J'"rr Me.11- �/t.�i 9d3.t.� d/./O lf�/.'-,r/'k $r i-5 ry.l YA Y It Is understood then She mrwmeuon eohM rW h«eln Is hennhed as.own«Of courtesy to tM confidential use of Me surety and I.mK-Ij an eNsresslon of opinion.It Is also Sae h,n S,M f,,nNI,ng MI. njoeml aoourecy or CORKb1He Is Inside and no responsibility Is assumed as a re.un of reuse••,by on a «� y nl bfor11s1bn Ia b/ntebed by the own«o,by an arcna t Or eng,h.e.Me e9ent of Sri*owner. "•ntlae�Mop Nana _ l9LVt AX sr•.I..r <�e N.c G.r>`. oaN 3-2'4� see---P-..Us*.Only UMrwMbO Conments. a•I01apA The b^91119e of IMs form It amspwble to the SURE Ty ASSOCIATION OF AMERICA ., OBLIGEE COPY I J IAK .'1 „'M 1 CITY OF RENTON Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT CAG 93-048 Sierra Heights Water Main Replacemcm Phase 2 C.O.R 1 CONTRACTOR: Grant Conssuotwn SUMMARY OF PROPOSED CHANGE - Uncover and expose existing 24 inch water main at South 191h Street and SR-515 for observation of pipe corrosion. The work shall include all labor,equipment and material for the excavation, shonng, backfill and surface restoration e Lump Sum'. S6,9WOO 8.20,6 Sales Tax S 567.11 i Total $7.483.11 1 OEIOMAL Cx)NTRAt'?' ClmRFtft CONTRACT 6aliMATFA NET CHANGE AMOUNT T TIMATFrER C" CT A TNn ORDER TOTAI.AFTER CHANOE CS310,699U1 5310,699.01 $7,483.11 $318,19212 Contractor _ '��(� � 10, r Date: Pmlect Engloar. _ Cai. 6Nt,� Due: Aptitmed By. Dam. . f�wM�l 11 N'NTEa 9111>M I rt q. L 70. FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTORS Grant Construction CONTRACT NO CAG 93.048 ESTIMATE NO. 001 PROJECT Sierra Heights Water Main Replacement Phase 2 1. CONTRACTOR EARNINGS THIS ESTIMATE $62,103.00 2. SALES TAX @ 8.20% $5,092.45 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $67.195.45 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. •EARNINGS DUE CONTRACTOR THIS ESTIMATE $58,997.85 6. SUBTOTAL-CONTRACTOR PAYMENTS $58,997.85 7. RETAINAGE ON PREVIOUS EARNINGS $0.00 S. ^RETAINAGE ON EARNINGS THIS ESTIMATE $3.105.15 P j 9 SUBTOTAL- RETAINAGE _$3,105.15 1 10. SALES TAX PREVIOUSLY AID $0.00 11. SALES TAX DUE THIS ESTIMATE $5,092.45 2. SUBTOTAL-SALES TAX �- '(GS%xLINE i) $5,092.45 "(RETAINAGE:5%) GRAND TOTAL: $67,195.45 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): ACCOUNT 421/500/18.596.34.65/55170/55172 $64,090.30 If 1 RETAINED AMOUNT (Line 8): $64.090.30 ACCOUNT 421/500/1t-596.34,65/55170/55172 $3,105.15 If 1 $3,105.15 TOTAL THIS ESTIMATE: $67.195.45 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION .M IMCCI1bNEDDD Mf1KF'C[�IyY VFRII KNYIYQ �fM�1Y,TYt,I!WRMKt WLE rFp,tMY.LrtO.M �cuKNDe�Dow nn�.VDII RgFpgyEp u DccweD 111iM.MU Tu�MtYYY i.Di[uq V1PND •urw�iao ro.v�� Signed: IwMw( �-� i-IS'i5 7 Printed On: 7/15/93 City of Renton Public Works Department Page 1 9 J I TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Grant Construction CONTRACT NO.CAG 93-048 ESTIMATE NO. 002 PROJECT: Sierra Heights Water Main Replacement Phase 2 1. CONTRACTOR EARNINGS THIS ESTIMATE $124.698.21 2. SALES TAX ® 8.20% $10,225.25 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $134.923.46 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $58.997.85 S. 'EARNINGS DUE CONTRACTOR THIS ESTIMATE $118.463.30 6. SUBTOTAL-CONTRACTOR PAYMENTS it 77,4 11.15 7. RETAINAGE ON PREVIOUS EARNINGS $3.105.15 S. RETAINAGE ON EARNINGS THIS ESTIMATE $6.234 91 9• SUBTOTAL- RETAINAGE $9,340.06 10. SALES TAX PREVIOUSLY PAID $5,092.45 11. SALES TAX DUE THIS ESTIMATE $10,225.25 _ 12. SUBTOTAL-SALES TAX '(95%x LINE 1) _ $15,317.70 (RETAINAGE:5%) GHANDTOTAL: $202,118.91 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT 421/500/18.596.34.65/55170/55172 $128,688.55 N 2 RETAINED AMOUNT(Line 8): $128,688,55 ACCOUNT 421/500/18,596,34.6 5/5 51 701551 72 $6 234 91 p 2 $6,234.91 TOTAL THIS ESTIMATE: $134,923.46 CHARTER 116,LAWS OF 1965 r CITY OF RFNTON CERTIFICATION M I1M01RJ.V40 DJ,111l11 W1111Y YIA11RM41Y Cs c,umr,Iwr IMF wrlilyyx wN�unllwwrlP M `' f[MKta•lMOLKOA Tl4WIIANOIYiDYOr�fIYRO UN kLci by; NLIIfK WO rwi'W 4MY 4/.Mf.Ot�Me1MNG �tr�"-�' arro.nox.own>K wwra,uorwrir FN^ryAt..f y-}+.ty wwixaoro n Signed: f tl y; Printed On: 8/20/93 CitY of Renton Public Works Department Page 1 , i 1 NY S CITY OF RENTON Public Works Department CONTRACT CHANGE ORDER AGREEMENT yi CONTRACT: CAG 93-048 Sierra Heights Water Main Replacement ent Phase 2 C.O.g 1 CONTRACTOR. Grant Corutm ian r SUMMARY OF PROPOSED CHANGE. 1 UnCOM and expose existing 24 inch water main at South 191h Strixt and SR-515 for obsemanon of pipe ?' Conn Sion. The work shall include all labor,equipment and matcnal for the esca,lation, shoring, backfill and Ir; surface restoration. " > Lump Sum: $6,916.00 8.2%Sales Tax S 567.H i Total $7,483.I t rx ORmMALCONTRACT CIIRaeNT CONIaACT FdTIMAIED zTCHANOF. FurnUTBDCONTaACT AST AMOIMT MMORDER 10TALA11"000" 5310,699.Oi S310,699.01 S7,483.11 $318,182,12 I r ,-r Contractor - f / Date: Sr 'sea Y Pm)ml Engineer ate. Appro By. Q ! Dais 11 NAl1 k V).111.11 J TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Grant Consl,uction CONTRACT NO.CAG 93-048 ESTIMATE NO. 003 PROJECT: Sierra Heights Water Main Replacement Phase 2 1. CONTRACTOR EARNINGS THIS ESTIMATE $43,122.94 2. SALES TAX 4 8.20% $3,536.08 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $46,659.02 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $177.461.15 5. 'EARNINGS DUE CONTRACTOR THIS ESTIMATE $40,966.79 6. SUBTOTAL-CONTRACTOR PAYMENTS $218, 227.94 7. RETAINAGE ON PREVIOUS EARNINGS $9,340.06 6. "RETAINAGE ON EARNINGS THIS ESTIMATE $2,156.15 I 9. SUBTOTAL - RETAINAGE $11,496.21 10. SALES TAX PREVIOUSLY PAID $15,317.70 11. SALES'TAX DUE THIS ESTIMATE $3,536.08 _ 12. SUBTOTAL-SALE:TAX $18 853.78 (95% r LINE I) -----' (RETAINAGE:5%) GRAND TOTAL: $248,777.93 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Liner 5 and 11): ACCOUNT 421/500/18.596.34.S5/55170/55172 $44.502.87 9 3 REl AINED AMOUNT (Line 8): $44,502.87 ACCOUNT 421/500/18.596.34.6 5/5 51 7 015 51 7 2 $2,156.15 1f 3 - $2,156.15 TOTAL.THIS ESTIMATE: S46,659.02 CHARTER 116,LAWS OF 1adS CITY OF RENTON CERTIFICATION 1 Vf VNMRSIONCO DO„f E1 L CRTIF VNCER K.11Gi ..E RERJVRq TNAi ME WgR14f NAYS MEN NRNIIEO.TNC 'r S"'C[S RfNCf REOM NF 1AAv VEREORYfO A!MSCRIREO NI.C.,ANO THAT THE CLAY M A.1VST WE AND U PV 05LIOATiON AOYNST THE CITY I Rf NIpA AND THAT,AN 4111N 11 0 TO AVTNENTCAI E AND 1ER7T1 TO MIO 1,N, Signed: I Printed On: 115/94 City of Renton Public Works Department Page 1 i 8 8 8 k 8 8 8 4 k 8 A B 5 8 8 y8 8g 8 8 8 8 ^ E 8 8 b F 8 8 0 9 y f 5 8 3 9 8 0 1 9 S 7 9 L $ S 2 S 8 8 n 8 8 8 8 A S 8 0 3 0 8 8 8 8 6 [ 66 e yE8 8 g8g g8g 8 8 E A 6 8 8 8 8 8 8 8 a gg $ lk, yby ALA _ 1 Mgpd' Wnt lMpw Ewl4 MnllµYnu�l u'rY CuuV Ninttr Gb pOY CW�Y.MXf,dn ti/4pnuY ] <Y/Y M. wEunb lk.lpb 0.oF4u Ili El UN MM� Pupp M M lu4 1a14 b Irb l Or,+ Nnew� umYX ]tl.i..•.• tlptlln mw map..] E$\]4u Tu tl].]11A p]yq t1pp11E Y` id4&IMEUY'l' EA],Ilp pl Epp,wpq ]fY,1T p] $y1 . 1. 4S 1 yI k mI VEN]Cemlw CrgpN Tu Qt0 Efm pm pq bm pm i I q •.I ♦ mp llpr MWgy WCMq W, 4Y� Il0 Elmm Oq pm pm Om pm p a pf lqu4 vun m� !lM IEO tfWm O.m pm pm Om pm S.dwI4]draw•Y pm bm pm t E]Y]W Tu k it pq tlm pm j im4 f, F• ' TT td4 Eppilp El WYYq E}IE,1Tp .1`�Y+.' � tµi 1 I � 1 I I I F QITY OF RENTON COI INCIL AGENDA BILL AI#: S,ftwwaoft Planning/Building/pubs W 0404 enegyd Water Utility Fq Air—q S1e" - Lys Hornsby March 14, 1994 Rick Moreno ocmcef Api14i SWW c-W [s"'CAG-93-048 M- dOmev x Sierra Heights Watermain P Replacement, Phase 2 otaetrw... __ RenO4aon.... Old&naw, .... Final Pay Estimate to of P Grant Constn/ction y„ -- Notice of—le8�n ubl_ is Works Contract f �Sanwa... l h pruaott Repygtaednd A,b Council concurrence for pp approval of project Amar and final pay estimate teo+becint.... ewn ar"r F ..... Oftw Flnol lnwd. F'm"1°°"•R'a+b_ $59.743.48(Final Pay Estimate) T. WIA„wy Am eadgead..-- $402,125790MA4.8u00) R Tow RWw LAbpe.. $376,164.01 ewgw Oerwaed........ AMt 4210SWnaSpp.]ta5,55170 Gy She TOW Rind.. Sumlgy q Actw. _—�— Date project commenced: July 2, 1993; Date project accepted Februa construction conlraM amount was 3310,699.01 and the final contract is E261 8627Projelcl original ry 28original reduction in consWction cost was due to ability to use more suitable native soil for48 ll and a waiver by King County for a ce;:plete asphalt ovrnay for the portion of the work w . The butlget for the 1993 steel watennain replacement Project was on of the Voo. Td cost breakdown is; Engineering C '!;: rig Services $ 28,213,94 City Staff/Administrafion 8 Inspection y 7,81975 COnstruction Cost TOTAL 2 11 1162.39 5297,896.08 The remaining balance of this project budget is$78,267,93. These funs will be tamed forward into the 1994 Steel Watermain Capital Improvement Project, Sap Recomrrq,gaae The Utility System Division of the Planning/Building/Public Wo. Project be accepted, the final pay estimate be a pertinent recommends that the $12,100.85 be released after thirtyPo the an � •equirede in the amount of (30)days,subject to the receipt of all required authorizations. R DOGS 96 I 'I state of Wee",— Reg.No.: D•parVn•nt of Revenue Ax-02 Auld Procedures A Administration Date: oNmpl,WaNlneton 995040090 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEP NFITMENT USE ONLY City of Renton Assigned To 200 Mill Avenue South Date Assigned Renton,WA 98055-2132 Notice Is hereby given relative t. the completion of contract or project described below. Description of Contract (CAG-93-048)Sierra Heights Steel Watermain Replacement,Phase 0 Contractor's Name Grant Construction Telephone No. (206)391-5698 Contractor's Address 1420 NW Gilman Blvd..STE 2853 Issaquah,WA 98027-5327 Data Work Accepted Data Work Commenced Date Work Completed �. February 28,1994 July 2,1993 October 14,1993 Surety or Bonding Co. American Casualty Company of Reading,PA Agent's Address P.O.Box 3667 Bellevue,WA 98009 Telephone: (206)622-3459 ATTN: Griffin MacLean Contract Amount $287,152.50 Amount Disbursed: $249.761.54 Reductions: • (45,135.501 Amount Retained: $ 12JO0.85 Snles Tax: $ 19,845. "tal $26l.Q62.39 Total: •201,862.3fl By (Disbursing Officer Phone No, The Disbursing Orlicer mutt complete and mail three room*of this notice to the DePadm•nt of Revsnus.Olympia. Vysehin9lon 9e504,immade,Wy sae,acceptance of Me wprk done undo this contract. NO PAYMENTS SHALL BE �.. MADE FROM RETAINED FUND until receipt of Depanment'a comflcate, and Min only in sccordance with said ceni6cete H:DOCS:942o6:FILM ps R I TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Grant Construction ESTIMATE NO. 3 (FINAL) CONTRACT NO.CAG 93-048 PROJECT: Sierra Heights Water Main Replacement Phase 2 55,215.79 1 CONTRACTOR EARNINGS THIS ESTIMATE $$4 527.69 2. SALES TAX 4 8.20% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $59,743,48 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $177,461.15 5. 'EARNINGS DUE CONTRACTOR THIS ESTIMATE SUBTOTAL-CONTRACTOR PAYMENTS 0 $229,916.15 6. 7. RETAINAGE ON PREVIOUS EARNINGS $9,340.06$2,760.79 9. SUBTOTAL 8. '•RETAINAGE ON EARNING ESTIMATE MRETAINAGE $12.100'85 10. SALES TAX PREVIOUSLY PAID $15,317.70$4,527.69 11, SALES TAX DUE THIS ESTIMATESUBTOTAL•SALES TAX $19,845.39 12. (95%x LINE 1) GRAND TOTAL: $261,862.39 •• (RETAINAGE:5`4 -- FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT 4211600118.596.- ',6 515 51 7 015 51 7 2 $56,982.69 (FIN$6,982.69 RETAINED AMOUNT(Line 8): "'INAL) ACCOUNT 4211500118.596.34.65/55170155172 $2,760.79 � $2,760.79 TOTAL THIS ESTIMATE: $59,743.48 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I.1xE UN0!'PSIOHED DD 11EPED1 LE.11 UN ''C 'OE PFPIUPY. wi ME W1EPV15 wVE%En---O. .e CAWA-dp elf: SEPNCFS PfxDEKDtlETIrtIM]P 1'fPsp1YED IS KSC.D L rk- Mom y NEPEtx..1 Tw1M --n:U51,p —W"O j. pPl T..1D4x3T TPE 0T O xEWM MIDI T1. Mlll Iu V TO•V1x Ny"n"0 cEPPIV TO s cwu Signed: i PriMod on:3111D4 City of Renton Public Works Department Paps 1 1 J l� uzarl..r P.o]•wwIl.l+r.a P° PwOP YIM Pw•e Sr�•W!0•.WW'..s.Mps'ti JP NZV ]IJWtI UW 0.w y1M^"Yx l•/W] <.an•aV� O�W fmliJon iWl IqY 0.Vl lMw Fx NY y,oni .� RO IYn G]vI.'t' �„ ,m {).mOm Im 11.mVm ml mmr.r...m swlr sruW Iq.o sW i! tzmom am wm am raa..q�w.r uw xmW r�lE rm! r//) tlmm llNlar nm {I,aIH •zrN tlral tl tvlm I•m H!]om Jm Mmm IJm umm m1 Iyrv,Ilan J/MM.Ii•mI�BtlIY \m )Im0 Utl MlY UU:tO S,U (t11111 U1U U.w]5 m! xw W4x MM Gu+�' [•P 10 tYVm •m amour )m {I smm ;m Hmom tq y,y fmwlmllpx fxn tl0 tWm Nm {]Olnm !lm {1E.tmm Y.m Ul.lmm mz yr l�arW r..nw E•s` Jo n.lmm Sm W.M. 'm omm {io aomom OY y1Pyf .w P•Mr�IPM lm am.o wm 0m Um •H 1. vlwzz wl• a]Y«n CY{.0 v^� mp CrvYwJ Sglegi�Ytl.9.iAN \m !AO Mm EUA U`n/U aeM U.Jmr INJYI {/z.lmr 010. GM V. iq' ypo Wm )Im •,m•n .1. Um1M I.w {]nm azmm {mom ' 0\I Pon1Ytl Cww•fsvFllwY ♦v )10 {nm �� 4 •W BwV 1 0 �wweeeru•1•p.p ry pvY.,. 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EWE �50 S�m'T� Om Wm tlW OW WW 9W+W SawOd.Y' WW WE m •n s.`.lu Wm bm WW T..V pro Wb bW ii tcW f,o1.�..V1 WIYY fl.1.R.Y Gflac'.l1e�E_2�� PY zrso-94.'�` Ib s•+-hk r I o M � r ■. .r c_ r a.. a � LU/... � lw3 - i , T DAILY INSPECTION DIARY Y: _ DATE: /2PA5 WORK PERIOO:(,,45a,m./p,m. [o3ol� a.m./p.m. REPORT HEATHER: Gl - TEMP. MAY (`.�E_°F MIN' 5 4 'F PRECIPITATION: WORK ACCOMPLISHED TODAY: CE:Z7-A 411 irr i4 -c "•arca C- r p DA 1.-t I.dYY "�ti r N -M A/J /=RAtiT Cr IJS[' Q U2 LSri; nli_nrD ii Tr.TZ'r 'In -✓4n: 1[-<C L/1v .Ur -FtF Cx r AyL4-,—I _ a./nr. r5 p/r• r7*b ! *•.� Ltv n.v N. r z ♦,ri f22 r -r r Z/rN�a -.�✓� _- TNr 12< rP A NcliNA =iZ cr` v�NlGGC-5 r TAG ��Y�rtlTLrf7 7 V-S' /2W ✓! /.c Z(,"/-. 1 , w/n�/..-�Y '7�ML-: i A_w?J r�i�l.V a'QS /a T-• 11=ROT'7 a./ �t 25 /w/ AD✓/9NGC o r c y!`R V/�r7 To K/�VeS' Vltn+�c. 'FS i'yLl✓CTT, THEY EkEC 9U 5TP Nf 1►1 C �T _T !tr_ U v .1. -� Ilzcti Aida Aug !r• NG 71�r liAJQ UC 1-� In:L� e I M !�IU� ..�Y_Z` Cc w10 �1••� nR- 1 � � MI ' Il T71F f=o1GF V1tAli !34'- -t11S TtM t \-•I,rpT- j .LT' WAS _ TT� f.ne r•� "ICJ .`..asy� �• . ...- �T t{i T'1Zy RC-.-A1. To wVnr _] I i 1omin 6IFZ4 IT � wI - y— �q.ro'i,T_i�Ila c Q r•-c4r •�1.1!_�1-_LAGMF TII�Pr �JTI � h IAAQ?=Hl1.1�?-. / �lT1C I CONTRACTOR SIGNATURE INSPE.TOR SIGN_ DATE: i� i � � � r r •i r J ■ AtFORMA �■. i ■ ^� • VIMl� 1/ ■ � L Zr r F; r .a 0 DAILY INSPECTION AARY REPORT d DAY:T�//�ry�\/ - DATE: 7 // 1?e WORK PERIOD:/p.m. ¢o.;J& a.m.,(! WEATHER: TEMP. NA.0 C4__°F MIN 5' PRECIPITATION: WORK ACCOMPLISHED TODAY: S1A 4A b11tiGNTS [JA - C S 7 TNl—,E i..Ac .�/o - rrfv� -•ts�•r/ �( rt.e.nAys;�"�— �'�J1PHt�.N� L.1►BCIL _ 1 S..hn 1a.�r._ .5,16t °tibiCf c�.TA GU TT IN[ w°af1SL. 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MM �+_SF MIN L•F PRECIPITATION: V-C WORK ACCOMPLISH D TODAY: �r II F71✓LG 8! r— f_ t AR/�z S7.yr - a 7 J 9� +:';:F:� 1'7.IF 'T1nAG. �7 Y' A✓A//SrrH TJ c7 L de al e- D ,g 7Y7nAv n J1 bj ,--f�t'�l311�Sfr mac-7s.•�� y K y�w r j r f =i CONTRACTOR SIGNATURE r �}r2� INSPECTOR GNAT DATE: Q:• L.. %{ I Cy7 i { _ r $ .,tart. DAILY INSPECTION DIARY �a A (� REPORT '^7TY: i[r4/lA 6' DATE: SFr WORK PER30D �a.m./p.m. [0 (2 a.m./p.m. WEATHER: TEMP. NA.X '7c-� °F NIS !y�°F PRECIPITATION: d2j.;/72_ WORK ACCONPL SHED TODAY: 51 -, " h l rr A rs �vIAr F- t ult,Int.wT AA/Tn xASa2 ' 1 G6L'RArctJ rrRihtrati °` �A r3,o Z,;2 rw:Tr C.�T-"wCw IZAun 12- TNt ccN 2 ram_ rt.�r AtsPutAi r r^ M°-u:C i?i-n -,tmrp=VA K.) y 7_1 tin KLE 7? 1-m I 11�PNHtY ` - i TA e w ti'C r ZT— T)Ar -r L1�t 'Lrt .=4g tt=lQsw\Aw\, As�t�">7 t � Twrt T lab M{fti OLCl.IL AT- 1 1 t SL? c. c^a♦ '!- TCLr N rH 'TN74T r A r/Lr Zr� wO T7' L.YY7l.r'l Arf, !ST t-1/.3 2 tSA'.. 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[F-A A S rtgL 4 r7 `Ai f_ r 7?1[= Lf- IAic_rJ AT ATI ^A.' t /+7e Tf et e+Z'EL-�Y1nA/ S'/I&IC A —77-7 — T ^!C' LF Te•'A= e✓Y e 6—/N Te-//l s— LI��e T��rLtJb 10OR5 r/FID L;A. sue---rL^P �:nA S,� ea_> ^Mr M[,2A.'.A•'G- GIL Fd.�Qe t.:c: I ee 1--' d9gNhlrar R S 1• %e Fi 7Y S r rr T7[e 1'i:rirc2..tt -rr.rw pvss[[ rV Pf.T_S f1 L >77 p— 2 l- -T M . v Cc A.c Z ei-z�- P SH2vT` A , rrr_i-s A 'D [ &I, , A4N�+ TNrN Gr [+.LSF. i / L 7 CONTRACTOR SIGNATURE r^ LNSPECTOR SIGNATURE DATE: ^�t°_ /c. 7 /44 j •r Y q x ^ 1 DAILY INSPECTION DIARY " REPORT x Ay: I it,� I L/ DATE: 7/f� WORK PE�IODL•Il�a.m./p.m. to',j'.a_41 a.,/p.m. _ WEATHER:G N t C TEMP. .MAR 'F MIN 'F PRECIPITATION: WORK ACCOMPLISHED TODAY: - G. rici��CyT .4� nA a� Q7z--Tri&_IL .e r- 2_ =)•I t l e- rr- rd'A t e. ,4A.r, A S'AMj?, : 4 ram_ vr,l2_ v ,L,r�. ` gar^=• pOn GZ'. 126L: 2,T AZ-�iC' • iM^r i-7 a'T�� D 1 LTP �u «.tt D»r— w / rw V,—!r- TY wJ 7� 7 QCI — r ,C,,, rIM �!, 7s-i GPucGtl9 ltR4�� -�r.� ii is rs.�P ' I i,.. lr�r �;.7n✓ram-- �uP YTS 197 kyn y Mr 1 4 aiV M lu. V CONTRACTOR SIGNATURE INSPEC OR aIGNA E I y' �.•-. ......... ".. ..... r DAILY INSPECTION DIARY ! I •: -t / ,+ REPORT N u DATf: /`1 �/i WORK PER10I:`ji .•/P.m. to%',•>o.m.(� . WEATHER: - TEMP. MAA� "F MIN F PRECIPITATION; 1lc'.,!"7✓, WORK ACCOMPLISHED TODAY: 1H6= e�i"A/�� 'p isi77gJ 1tXAi-1 - 7"nA1 , it: S/l) t- A A/T) 5Ti? 7r 7-- '7i,.�:t/ TT�ir "X- S29'r I .4ri / Pl('nr i IgA _LrtSPr 7r O / TN A 1 ily.4 i �9 5—P t f CONTRACTOR SIGNATURE �1'pEC SI'AReE DATE: (.�_-�i� � l / FJ f jjjjj x s= � ram. DAILY INSPECTION DIARY DAY: I� DATE: // %)S WORK PERT OD L,�,�ja,m./p.m, toe.m./P.m. REPORT P WEATHER: f %/ TEMP. MAX Z. °F MIN _°F PRECIPITATION: �,✓/` WORK ACCOMPLISHED T6DAY: 1 ��-�c,'.rii)�mr.✓ � �� -� n,�, � - Snrnc ins •�- �_�� Tip c Al z rr w>7�A)I £ - trlr h _r n, >_ _>Pc r, fir sr^t. tili= r=T- ��_ M Zme rl , ► ) — n-t 9 `t`, i/�� �i�Jl u GTJGIAI t—r/SI- i -Trl �if•i�iTi Air!/s !t .%i�Tf=.� r� PA rL 3t CONTRACTOR INSP CTOR SWNATVRE i DATE: .e 7�k r- I i DAILY INSPECTION DIARY AY: �%/ _ DATE: Y i r;: /J WORK PERIOD a.m./ ?� REPORT P.m. to y�a.m./P.m. WEATHER: TEMP.TEMP. MAX Z °F MIN r�, °p PRECIPITATION: WORK ACCOMPLISHED TOppy; /J —.LfjS.iL= ,ter k'. - J ✓ll Sr�^.Cr j7 / P r2r7.__�J`ljJ TH rG i r o rr "72/Ar 2^ n� '✓fir-- �r / Pr s� •VEt• CONTRACTOR SIGNATURE - `=%�' INSPECTOR SI TI4 TUR`E :./ DATE: $SwE G Yi1 J� r.. S Y. 71VZV DAILY INSPECTION DIARY REP"RT 0 AY: -ti �.��.•=:J� DATE: /.`— /"— WORK PERIOD L a.m./P.m. to WEATHER:r-Cp;,^L+T TEMP. MAX L_,.LL-F MIN f,! 'F PRECIPITATION:La;,,w. �lc"aNC/7 WORK ACCOMPLISHED TODAY: ----- ` "r/I P C C-/_ 2r lZ yn�%r C A tir- z/Sa � T r 5j-R /c"A 5 J t 74 /7F l'7-I6cE aA_l n Q Al A av' sr; - t" >l �2Z"13r o Z4R�'1 (Jt- a.-Xn ) AA'P 7r92_ CA Tz r C'c`. f? (1 OCC- IVE ['C. A%A.✓:;:il - /a% A7 Iy'E 715r AAJ R1rf /Tt A'11 ( ATr7 rlF T :i�ct ;rr t -. Z - n /vh.k; p (, "`c.-n i-Irtr HVl�r�..r1N�_ RT -Z 7'rr^.k,' i7Mp f i Hd5 z2AJD ;:;IC,- Y LC' �r1 ?7-iF A�r' r?1� [�r1< .-! L,l NP-0 146-0 2r'PT e7e .& ., "y CONTRACTOR SIGNATURE INSPECTOR S CN�TYl2E s - DATE:b.. l f•� i t5Q �yt n if } y�1 1 i DAILY INSPECTION DIARY i REPORT M DATE: WORK PERIODq�_ •a.m.IP•m. coy �i a.M./P.M. '` ^ WEATHER:4:/•: T' TEMP. MAK _j°F MIN PRECIPITATION: /I!% WO,K ACCOMPLISHED TODAY: �' '/l�ri{/�'�i./4_ /-�• `I� , !a I'' e1 LS AvIr/�v - ,q�j 7-'7—7.3 -rP /c:A.,-rZ'ACTTrk''_ C" A. r/t'ii� cF�E7� flT CY.4 20 -r�.S '.761'1 .•s:. •. '� Y7/'i .CAL A) 44, iC L�/L 1 /IV Ti-I L� iZt�S O F% _ r CONTRACTOR SIGNATURE INS/7/ECTOR SIGNA^� E^ a" DATE: 1 3 4 DAILY INSPECTION DIARY REPORT N -oAY: DATE: ' / _ WORK PERIOD:_,_./<a.m./p.m. to A.M./P.M. WEATHER:I`tit/^LT TEMP. MA%/,L °F HI`:,5=/ °F PRECIPITATION: WORK ACCOMPLISHED TODAY: i. "ro✓4 �!P T 7 %n.A" / T7) Sri L�'A ai7G7f' Z LY r -c YL ` k. 4%.L' " zp C'L A_7/A.,G,E T ,�;; cA-'S1Ri. ,oT7G wJ a,l F_ 7'7�-F �• ,� r L. ✓ ,i i�.I.T�,C, i7'�/a�,✓ /t:a�> Cj A / A i 4-0+T7GA. !- +'L9 a Za095 �LJ,O' TAl t !/ ff -r-) . WC IfY77 v 7-i q,+A.i- Y Z - ��iF r' QCONTRACTOR SIGNATURE LrA _„INSPECTOR SZGNATURE � t v I DATE: i DAILY INSPECTION DIARY REPORT N e, DATE: ' i WORK PERIO')jL a.m./p.m. to, a.m./P.m. i WEATHER: (71C TFNP. MA% -F MIN. _-F PRECIPITATION: ;3gl%V WORK ACCOMPLISH® TODAY: �]Ir'24A k� 1 - ,HTS ATu'IZ C � - ki 7- i"t �Z �I�YIT'Yi�'c 'cti TQfk' TC.Iz Cr-).r -rnl VrrD iR�j :sl�.r.A rk^n _ n F ;NF 4 - L' i-2 idA nfr' m v/✓ A.ST [�N Al& L/ 5'r T'R �r 1' Tk4E IA Qi?A%.r S'1c rry Tnw Pa_Qwls AT -,lMnI -F4 '•1 • -4-2 S;k -A� Mc' L•:7 -0-2 4r'A* -lc wl '�{�. Y7 is 17_ PL-. tCCT . I",e rw \ IJt�T 4C L�-T le-- -"re-- ry-4IAJC s�'s rw� Cl�.ri� A�.�.�.. '��..-�•_c:c ,g:5 s - .�.� r,^,J/ T'i+rs Drw•5 Rr- —r+r r:.AJA.'LrcTJCJ� 2-/ 5 s2 dVQ- 1 �' ca� r.r 4r• 1 al -+ke- T7kfE�f L4 IL. -) fit= t7]� AN✓ r�i�r•:✓SE= wi✓ue,✓c D T/CiriL 7 Tftef'r.Q .���!�wK+ TJY[! ,i2cAD K A�i y el I J-2 r&.4 rn: ilL QC-46 •Or'a_ T, .yG� %fit►%uw'�y;-�AMC.-+ CONTRACTOR SIGNATURE ` �INSFECTOR SI AT RE DNTE: ley yL l0c7 3' i JJJ q N . t f f DAILY INSPECTION DIARY f DAY:w DATE: 7 ki h WORK PERIOD`L, a.m./p,m. [o, a REPORT y a.m./p.m. WEATHER: r/,: TEMP, Ma '- °F MI8 �_+'•F PRECIPITATION: WORK ACCOMPLISHED TODAY:- - I i ���/rM•%/r aa.�T �LI�/� KsDMi` �7r y_�c7-C�^j TirF n J.'� .Gli�`t T' Tt7Q--tf--r,_ 7' , DP Tj Rr- �J T AA1�ZA .4n.�• .=xnA gar �A' itiF�n ', T� / Sir Ai�j'Ak'rlVY V T/* /3a lvrrt� q f- :� �-�rr,vw✓17 CTrh.c�9 vu' .`�i�crlyi7- mv��n� �, �..� a-r✓� � s.a p:° CONTRACTOR SIGNATURE ° INS RK SI AT E DATE: d. r � ! I 1 I ! I I I I I DAILY INSPECTION DINRY � DAY:'—, A I, 44 y _ REPORT k 1� DATE: Y' n� G ;ll PERIOD�a.m./p•m. to 1. WEATHER: / TEMP. %U .F MIN �� °F PRECIPITATION; WORK ACCOMPLISHED TODAY: T TH11V5`r .rc 'rev- i;��j L7S 'CLF�j✓ i� • IBC Aid i AMEPIL I I i I _. CONTRACTOR SIGNATURE INS ECTOR� — f � � I y DATE: ...:ram ! .... n 1 DAILY INSPECTION DIARY REPORT I DATE: I l,Z fr WORK PERIOD Y'= Vd:/P.m. to WEATHER: /�a� I TSHP. MAX 'F HIN.'Z�•F PRECIPITATION: - •y! T� WORR ACCOMPLISHED TODAY: L,i4 Yid Tip x• �rY1Tf� ^ ' V �... r �' __ i • ' t � t 1 K� a i �f f( CONTRACTOR SIGNATURE DATE: C A . DAILY INSPECTION DIARY 1 I REPORT N DAY: / J DATE: % /v' /Y? WORK PERIOD�a.m./P.m. to.^'lc a.m./P-m. FATHER: �I' / ^rI•, TEMP. MAX F MIN °F PRECIPITATION: 1 101'S•� '� WORK ACCOMPLISHED TODAY: - J1jE: Z1:.r1 t",, 1✓.:T IJ I � IL C. .L �. ... •. R+ �: '7— C—Q III Hrr -• T r,w, Q;;r ,l,,Tr.IJ 1:;c. 4\-?F a[AA� 3•Yr1 . .6{ TL1•I= r I t' IiV D4.K►�i.— 7,'Y �_ A!-,C�. + _'7 -,,..^..x"i...•.. ' J 3 ��c3..x• r��RS 1 N�:-R:I. .s'C . .If.�t.. n -r_ z•c t a Z u-1.;r ..n ,Irl_en.Sc -ocL-c-u.rt n,� -r-Tt a.� A ?i V ,- A! v4'P-RATIe7AI ++Lc �_iA w #�1_�1Sif�S r1+:,� A L'•' �-r-f� wAin ,-.$ _ �•����v k¢e.�4 Zt4f+rY `, r, : LAILALD Oc dG t . a Iw+���!T� -1k4� �;C� ING• C n r,c? LaNni� $ yam. a CONTRACTOR SIGNATURE INSPELTuK SIGN , DATE: T S ., 1 A! t i a w I I, DAILY INSPECTION DIARY • REPORT W DATE: -7 /.'. /(7 WORK PERIODILlf•.m./P.m. to.'.-14Z •.m./P.m. WEATHER: / >w� T'-MP. MAX -°F MIN , -°F PRECIPITATION: IC`1� •' WORK ACCOMPLI°'.wD TODAY: Af _ �a•- cc,e:, ,a;^-rri� u -� P N e' ---t�� Arc cl-1 1 — a� �rra��r-•nJ Z t(a'S �r- zLt_.� b a-�:--._ �.��:_ t_�s �_-oiL�►�.rtrJ ,T-r-.-r��. t:s �.=: . IV, AID k � r y q� CONTRACTOR SIGNATURE I SfCC1S1A SIGN DATE: MOT i \1 1' A ♦W y DAILY INSPECTION DIARY _ REPORT I Ak DATE: '] 1J'7/Y?WORK PERIOD;L,�je.m./P.m. to 3�:f<a.m./P.m. WEATHER: 1 ' TEMP. MAX °F MIN �°F PRECIPITATION: !;In. WORK ACCOMPLISHED TODAY: c Uzi �m�rr ,A n Anna Amy' .vt 7- i9 — Tic- •-,P Fl -Z .,-� c/N,/V. e--,U A 7� cis Se•1Pr IX Ae- AT T w— ,aA m JL.= z Al PJ. tl. � 'rn CONTRACTOR SICNATURE INSPECTOR 3 SIGNATURE DATE: y'I Y i 1 DAILY P.PECTION DIARY REPORT M '6AY: = '. te,—1 . ! DATE: WOM, PERIOD to j:Ca.m./p.m. WEATHER: ' I i TEMP. MAX itLt�°F MIN`y_ °? °':TATION: WORK ACCOMPLISHED TODAY: .�ais k'va - �i-, s � r 72f3tE A, �k�.— (•'t,A-'17.'/!"ZP C'.-y +�1 L� ,.�r� �o�/ .fJ� ,s3" ' j sr N , 17rt* ad&xc t r- c i P r �F r CONTRACTOR SIGNATURE IRSPECTOR drUNATURE ri DATF: lJi_. 7T /Yy7 tiwr � e - �» - 2 r y 4 I({ N r DAILY INSPECTION DIARY REPORT M DAY: DATE:DATE: WORK PERIOD:(,�.Y'a.m./P.m. to3a.m./P•m. WEATHER: / TEMP. MAX %_../, 'F MIN �'F PRECIPITATION: /-{ttcwy Mn-,hn Pm WORK ACCOMPLI ED TODAY: i -jZoa N1 x7r.u-r A�F - = 11�F}-llr►.'r 'Qk�0 "Cli l2 nArei .r 1 Q ^ -r1+.s Itic<syQcRr AL_u n7r,�!F- i r CONTRACTOR SIC4ATDRE �— INS—PECTOR 2 ATr'RE DATE: r7 .7--.—� h , 1 h •:LJ _ .Y� . p. W-2085 Sierra Heights Phase II, CAG-91-005 3 �.I DAILY INSPECTION DIARY _ REPORT / r�Y: DATE: /Y>/7Y WORK PERIOD y'y._.��a.m./p.m. Ca,'.::` a.m./D.m. TAER: (.�,�; TEMP. MAA 'F MIN i_•F PRECIPITATION: h�..�, .1 ,u NORR ACCOMPLIBMED TODAY: y/PA1PA.'T �'tAI F� tIM� A�s 1/—/9-93 Ci,n r a/AGT'A; t/� /p?> fR " 7 f j F�t'nf✓/ / r A i'AP AR r, Go- Z4,05 A'/Jr a�D E1T 3`p J145o 49- T�_�L�ilJ.S J ✓' V7YLt' i Srs,. 4ok"D T T.A y,1)r. A Ws ,Ca te r a � THLr �h4 i?rP L/A/src;_�iL�!�!u/R's ii,L.YIIr Y�S9;�_ AS<r_77 r a1 .4 %f-7- 7_7 A-In � P i /.Sf /�(•�YN /•j I��YJ va 7- ,?Rc�Tf`"rT7Ul✓ CrrVttiS�- � CONTRACTOR SIGNATURE AI'yC'�OGNAfiRRF- DATE: ✓�_ '.'. tom-^_. --.....�.�...�....�..-,,........ . ._ n <rr t 1f L- i t t R DAILY IWECTIM DIARY t REPORT 1 DAY' /+• , � DATE: F 1 WORK PERIOD: a.m./p.m. to3.(r a.m./P.m. WEATHER: GIeZ:Ia TEMP. MAXpJ IF MIN LL,_*F PRECIPITATION: WORK ACCOMPLISHED TODAY: Pvo A C T �r?�./'VnA• .,r./r Al 7//9 /O fi^.v DTI A) L/ its., l 1 o.o a�kv,J L+ek,..Gr :n � , . S.c—_4Y!-rT� �� t� ..�i,� '-•+-(,t — , 4. V -raffia ��»✓.I.n. rf�r/< '' � CONTRACTOR SIGNATURE I EC R IC — DATE: A �_Q'� 3' A .c . �� s J R f fi 'Y'F4ti � f bpy R. 4� �i se• k4'tim R� ICJ ' nR h r I I i »v ryu DAILY INSPECTION DIARY —)AY: �'.' / DATE: / /� PORK PERIOD:/ � Ea.m./ REPORT N -% �L ' d'L.� 4' p.m. [o ��'a.m./p.m. HEATHER: aual— TEMP. MAK14C{-°F MI9qjAWF PRECIPITATION: WORK ACCOMPLISHED TODAY: 5' �nP4a /lo Ilnr'J— i" �Q ME 2r F/ /NN/�rr�"7� iti'crn j--,f�`T7Gtil � i / V u �"�+ � CONTRACTOR SIGNATURE INSPECIoft ,yLGNAT DATE: x A .S .- m as �s A i A DAILY INSPECTION DIARY REPORT n ` DAY: DATE: AORK PERIOD: /p.m, fo�� q. _ I WEATHER: _ TEMP. MAC�j°F MINT PRECIPITAitOM; WORK ACCOMPLISHED TODAY: T7/A C7n /e. Ti¢/moo ro 122A�l.� Je!/A/&)jAJ/> >.U7T� i�.t_�innv M-I&r p 42&y&— e-,dmioloa,y /=.N/F_L,V Sil7l -r, ,i '. _T'7-Fd 4✓F?TE-� �i,c��s ;�,9'r t stt'Ss' �. �1�s.a..l9 Jam,/ Now �I Ad _ s CONTRACTOR SIGNATURE P CTO'/Sl ATURRREE DATE: c DAILY INSPECTION DIARY DAY: DATE: WORK PERIOD(o_.�sa.m./p.m. to a.m./p,m REPORT p WEATHER: C IEA2 TEMP, liAX -aL*F MIN S¢,�L°F PRECIPITATION: C7t�j VIO_ WORK ACCOMPLIS.IED TODAY: SI�'R2A K��CTe+TS ��A�"2 �C�tY1P YN E"1.YT f� 1 580 GA Sr �3 �.rvtic 1 �Q� ' eA_Sc st,>,e.. - e �mx 1le�P 4nr.v 1�2ia_cdzs 53,,••r�• ���1� G2.00M LQAt)e4 \ tAlTo 4�UG IGIG I �4.k Ic. tiR yIC12— Z U�'R.AY'PR.� l WTi6rr TMr^ �AI TSL I\Ct'O�L �P \C liF� �r T1f 1e � Fl IE.lI A}� _-*+.__ na ss `.. rued mom& 2 .s > 6 F 'TN tan L' IRtc.N Ra f15 's r w1 wnr },lb{ ST12-�YY i I CONTRACTOR SIGNATURE f . PECTOR S NATURE .i' DATE: / / {-A3 ELI k 1_. Y , DAIU INSPECTIONDIARY REPORT 0 MY: i; 's TE24P. MAX PRECIPITATION: iQ /. WORK ACCOMPLISHED TODAY: ins J.' r r i" QL:AZPFCTORCONTRACTOR SIGNATURE .�; I 4 . + { r y Y �t 4 , ti • a • le:w 7 , 4- 'L DAILY INSPECTION DIARY H REPORT N 'OAY: DATE: / / � NORK PERIOD:/i�a.m./p.m. [o=ti IS a.m./p.m. WEATHER: (v,p.K,gY TEMP. MA% Z4°F MIN C7_°F PRECIPITATION: honC- WORK ACCOMPLISHED TODAY: SIE'FZRL) hFIGHTS (�)ATEZ C•:.I.-P r.A q((1QMf=.n/1- ,AnID LAC�nR SAma n5 7-2A -9_i Tn0 ccrihrnr + or iwas+ Qllr� S vic Ilrna.c nn iV E 215r 5treP_t. Th ch rr, Are1 on NE 2115t Sivre- FrorYl qlllzp- wAS nn n a r� rn1e. }okan. r 1 , f I CONTRACTOR SIGNATURE N PECTOR SIC T-RE DATE: fI e , i x T + r } r, DAILY INSPECTION DIARY A r'd` �`Y% r{/ DATE: /I I WORK PERIOD:_ ;�5 a.m./p.m. to z.,wa.m./p.m. REPORT / WEATHER: Clv,.l TEMP. MAX 75 -F MIN C.&7 °F PRECIPITATION: _4,10 A,,ET— WORK ACCOMPLIAY: .5- 's'AE% =-7AS f^� u i 1 a CONTRACTOR SIGNATURE INSPECTO I DATE: _ _ _ y d i DAILY INSPECTION DIARY � REPORT AY i DATE: / ! WORK PERIOD: a.m./P.m. to,* a.m./P.m. WEATHER: 140 TEMP. NA.0 _&'F MIN 4+' _°F PRECIPITATION: .90YJd WORK ACCOMPL SNED DAY: I — i EQuiP/MEVr o✓D 1,4L'Y.P_ S.,4Yit ,rJS�-S- 9a TlA� rpur��m.B sr�!'aT -r�.�r- ,ram-mr� ]�✓ /"ez/n od i -rxc_,�werry 3N-5: -7.c=Q&y (A! `rrit� ASP A rcr�A/. r,. CONTRACTOR SIGNATURE P.,- PEECTTOOORR �G�NATL E DATE: � V % } � I I � 1 � m- Mir..._..._. ... «....«,....... ... I I DAILY INSPECTION DIARY REPORT M AY: F�'IORr DATE: e-t IkZ WORK PERIOD:j�l�iZA1/P.m. to.i ,&.m. s WEATHER: -'Vv TEMP. ffiiX ZL_'F MIN"— OF PRECIPITATION: �:,�.,• - WORK ACCOMPLISHED TpDAY; I.ri._Y M /A P�� i_..✓Cr �Q 22r n Lrc_te�y� A �kr/t�c �r rY�i+x� asnit, 4c}4�� e-.4/L�Oi�E.i¢7-j_n .-ti/d'1�1°Y2?3'/ J.tteQ S aE7- ` Ig MNTMCTOA SIGNATUREINSP E N72 ----- DATE: /� )� p. .a 4 DAILY INSPECTION DIARY � DATE: /.' �1 M'� WORK PERIOD a.m./P.m. tora.m./P.m. REPORT I WEATHER: ^ >� TEMP. HA%�'7_'F MIN,5V 'F PRECIPITATION: / ,e• t WORK ACCOMPLISHED TODAY: I-�,PLhr_A.7-- �$AnP_ �»1rv�� r35 9-s-93 Fl/J1> c Qy fT ,orFF'_5 r-o" "{/ -img-n ^rlsr- i=iPF HyagAAA - ,4r =T-A. Mol- 4 -I-$ nt I -,x! 'Sv� r-r. -2r_ r'5r2 .9 'S 1-11C.e �AlSc/f�1�:A'-nl�xl�S ,117Vfi C L M^Po,I7 Ay.O 48paglL . A_ i — - j I S CONTRACTOt SIGNATURE InFE d __R)AT l F DATE: f(I w,�r1f 4( 1 a ti a � �. i_ P 'arm, t Y A� DAILY INSPECTIGN DIARY DAY: 1 7.tJ DATE: A , etyy WORK PERIOD !/ Snn p.m. t RCPORT N WEATHER: C.LS.45 TEMP. MAC':(,.. 'F MIN Lj,'F PRECIPITATION: �071G WORK ACCOMPLISHED TODAY: Azar %7w.T '7-7e- M.--' qs 771'Ar enx&-,e c^rr IAl_t YR� ,GyaT /45U.P A. Y/ L•a:.�C_P-�± fix.' •Thl� etaM e) :KnVsL ng t r 7-4 ktA,Yr1�✓ S �G✓�.,UrS Tw.?Y AGer+�'� .r: � st> :7>`r' ��,..;lo^moo wY /RbC�u� t►.� ,R aG; r r, .t•� `E a.� _ -7vrr OONT i I i MCTOR StOMATURE INSPECTOR jmv DATE: sr 0 i � � 1 r F � �T r rP ( z.� ,zn+ . x- Yr l i i DAILY INSPECTION DIARY REPORT U "; ' DAY: I DATE: -:-/% ^/_ `-.WORK PERIOD: =.-a.ca./P•m. to jWEATHER: CZegr7P TEMP. MAX 'F MIN:aLOF PRECIPITATION: WORK ACCOMPLISHED TODAY: ui CONTRACTOR SIGNATURE INSPECTOR SItUATWE i DATE: r � a1 ! T c. yy n, DAILY INSPECTION DIARY j' DAY: REPORT I DATE: WORK PERIODy ja,m,/P,m. toJa.m. WEATHER: TEMP. MAX k7(°F MIN �p( "F PRECIPITATION: 5 WORK ACCOMPLISHED ODAY: ���,'/J .7 ,•H.,L .4ir�� .1.a l,C.,.2_ sa�.�—,,o- �f nC�_ c Ah; Z t fraar�..n -z 4 bi�LS N� i c7 L taEY e CO\TRACTOR SIGNATURE INSPE OR S 7AT..E DATE: �3 Y 4 i ill � I. )t F d F -71 DAILY INSPECTION DIARY REPORT I DATE: /,711 '• WORK PERIOD ,cyia.m./P.m. to, � k WEATHER: TEMP. MAX •F MIN '••�•F PRECIPITATION: e�•y/' �. WORK ACCOMPLISHED TODAY: lY � II / f �fr/t f70A Y'4iR")-jr /=t AIAi Tii/ i, TNGY r?ii t / ✓ uy ,=� e t n/ sr nc S c9 x1 / A 14,& +' SC.P �iYG /'r'•win �C c'/C'1✓S .t t:' '� �.a�S'7P�t-, �+ r- 4 hb a CONTRACTOR SIGNATURE IN3PE R G• l DATE: �., t•. '+ r� ♦ 1{M C' ry 8 a r x r � qi 6 iti r v. L DAILY INSPECTION DIARY / REPORT A DAY: %/,�j•.•6PL DATE: WORK PERIOD:i".-%a.m./p.m. [oj� a.m./p.m. WEATHER: �Epf/ TEMP. MAX "/�/.- rF MIN yC.•E°F PRECIPITATION: WORK ACCOMPLISHED TODAY: TI'C Cc x rRaCys B C• rT7.V( £1 w <�ii i9Ti cwP� _ S` X Semi✓ _ e' .;c/rFe+_ .A,"'TP�-. _trh -7r�T).v✓.. 'T�-1)/MSc [ i A LcIAIS IL CONTRACTOR SIGNATURE Ns E4S . AglWE DATE: �' /c%cY 3 r Yh ••91.1 ..P.i i rn 0 DAILY INSPECTION DIARY i REPORT A DAY: r(.L'�. N/ DAT :.: WORK PERIOD s./p E WEATHER:�'/.lm 1 TEMP. MAX _'�F MIN '<TF PRECIPITASION: ^✓•lf �Y. WORK ACCOMPLISHED TODAY: T- i — �N _ 2Yi�id�l �H <f r t-6 s�Z ,q-t• ..� �•d. tuE ,�so...�. i i .. �i. CONTRACTOR SIGNATURE INSY - DATE: e . Y II P I P YY ' Vs. Z C. DAILY INSPECTICN DIARY REPORT N DAY: J DATE: /�,�WORK PEAIOD:�s,m./P.m. ty�� a.m./P,mr WEATHER: TEMP. MU __•F MIN __°F PRECIPISATION: WORK ACCOMPLISHED TODAY: ����rr�'YI• i ty'��' �-Ai,.,N A s; S 43 .�. ALn y/ s z.� g s�Nf, r i��r ✓..r L A I t 4�r� 1 ti. rt AF f NTRACTOR SIGNASUAE CO I SPECTOR SIONA E DATE: _Ay A f ,y r: { Yi r { DAILY INSPECTION DIARY REPORT M DAY: AM ro JJ DATE: .W,4 / WORK PERIODI�t�, , •m./P•m. ty _3L•►•m•/P•m• WEATHER: ('.�C=np TEMP. MAK �/,'_°F MIN.'SY °F PRECIPITATION: �+"+✓fin WORK ACCOMPLISHED TODAY: ti Sr 1' CONTRACTOR SIGNATURE INS ECTOA AT E DATE: J it• 'N"t J F 1 DAILY INSPECTION DIARY REPORT Y DAY: ; 1.� DATE: / R- ! WORK PERIOD64.5 p.m. tolff a.m./p.m. WEATHER: TEMP. MA%`.'( • -F MIN 'F PRECIPITATION: ✓.�C3Ylfr WORK ACCOMPLISHED TODAY: A5 Q.c,i3 t 41' 9i-lr rrc: /Al M7-- n/r ?7AlD /9A.'D &It clL i 1 CONTRACTOR EICNAIUAE �INSPECTOR—sIGmATRz- DATE: t:. I � x 0iv'g n v` DAILY INSPECTION DIARY REPORT 1 r DAY: 1 /O� a� 1r DATE: / ICI WORK PERIOD:,/g Ca.m./P•m. Co L/l.m./p.m, WEATHER: TEMP, MAX' 'F MSN�F PRECIPITATION: WORK ACCOMPLISHED TODAY: L'�.^�t �r— �"` � 'G� O nil �6n�n.l K ,I •P/r! �y J r n d r r r ✓�C I d 7'.11'r I- c ram_ -n4a-v IJA !. Ir .e4 -r'c- e-�< p a h'aQ g—Aim A_! /-a i Lte f Air- T' yam' S�4' A QW Y= A/ Ls4Tb''72. i 1 I r CONTRACTOR SIGNATURE A I I � i I k ry DAILY INSKMON DIARY REPORT M DAY: DATE: /a �r WORK PERIOD e`1�a.m./p.m, co r`_Gba.mdp.m. q—T' C 1 � NEATHER: ;_,1r.� : TEMP. MAX `T_- 'F MIN;�vF PRECIPITATION: �1 CV WORK ACCOMPLISHED TODAY: t%C1�I Furl Ir Qom' f -A'6cZ --St1 it by, Al AIf5 TT1k Af DP1fILT . . CONTRACTOR SIGNATURE INSPECTOR I A DATE: v Cyr T . w N ' *IF e ai� `t J�_. 1 � ��� 4 S 4 S F• • p 1 3. w 9gly i {tea; WLY INSPECTION DIARY DAY: _/•%P.i!!d4J DATE: S � v• WORK PERIOD�`SKa.m./p.m. tO a.m./ m. REPORT WEATHER:4` !jE2F_ TEMP. M&Y .F MIN s •F PRECIPITATION: 4 &A4w- WORK ACCOMPLISHED TODAY: 122 oq -r7rw RI7 P Ti,9iP� .T �t1I __>�+•L i. n= e7o IZ4 'S i r V I y T: CONTRACTOR SICNATUR—E-- to DATE: 7 � � *�A.p DAILY INSPECTION DIARY / REPORT a DAY: f I DATE: ? WORK PERIOD 1�,'�JS �/P.s. [o�a.u.�y WEATHER: TMP. NAK!L—'F MIN r„ ''F PRECIPITATION: WORK ACCOMPLISHED TODAY: II i A11TCr rur 2i-AQ V M4joL5 Alt/r2 n A 'i l:.wT 7u !'iix rP_wG'rQ2 — •...r�o.e-.JD 'I74 me n rsrer a.T.P�7J'W Al rH,aT !J• ,vLorv..+' !c+�at•I�_ri.M/ 1p ^r -��-• r/1F r isL• . .Ali�t`s. M. v /Jr ..AS O Al rMY.r . � rfnaT rl/RY CONTRACTOR SIGNATURE INSPECTOR 3191ATURE DATE: J r r DAILY INSPECTION DIARY REPORT # DAY: DATE: C /i,991 WORK PERIODt;,y5 m,m./P.m. tojj5rm.m./P.m. WEATHER: TEMP. MAX 7L IN t F PRECIPITATION: l=' F MIN 3L�L� .y WORK ACCOMPLISHED TODAY: RSi�c-Q�PA N/F�/fTS uJlJY�-X� �. ,' -749-V : I CONTRACTOR SICNATUR6 GN U E DATE: 4Z /7 3 _ i I DAILY INSPECTIM DIARY -i - REPORT P DAY7 L' w•Y DAM WORK PERIOD./_" .m./P.m. [oW ./p.m. VUTHER if jMFt / TZKP. MAX /„a°F MIN f' . OF PRECIPITATION: WM ACCOIQLI ID TODAY: jt _ . Y'/r'4` I t'1 :'Y!M'/I r'_9/�K t::• 7 _� rC♦IJ-/� C,'! Y1A ' /'f'' `fnPlA V, iA1S/zT.!^ ✓ r' ri A rll/r1CC• i I I i 1 CONTRACTOR SIGNATURE [NSPE6a$R $ICNA b i S yyE2i �ry � n DAILY INSPECTION DIARY "AY: H➢ ,/aa•.' DATE: 'p /�O P3 WORK PER: i(i_�j�S:m_;Jp,m. to 4.'u=%a.m. REPORT M tyr�j ^ WEATHER: TEMP. mm ?3 'F MIN f_'F PRECIPITATION: WORK ACCOMPLISHED TODAY: lel Tr+E !'G',C b7E'flf TC' C"G rtl7-r Tz�a� a'00 C'Ln<< F f9'7z P,4Pee ,Ti. 'y �i 7=.vN.' s.�c. r -Try: Ar 'tIY z^w r Q S CONTR.CTOR SIGNATORE INSPECTOR SIGNATURE DATE:,`�' "a I. i 1 DAILY INSPECTION DIARY REPORT t DAY: :14 /lL DAZE:C1 / 1 VORK PERIOD a.m./p.m. to _ a.m.ip.m. WEATHER! G•I eztr�SHIP. MAX� 'F MIN�'P PRECIPITATION: r)r, WORK ACCOMPLISHED TODAY: -rrac: r�-a.�rPA�-rc�rr �-r��•,ni;..rr. rr .yr_�,�G F72t lam— "A/ A!/r. �•, /.�(i F�. I Iy* ,rgYi, CONTRACTOR SIGNATDRE LW3FECTOR BE ffATURE i' DATE: , 4 r I7 9 (L a •Y i.l a h d a F F a w DAILY INSPECTION DIAkY REPORT t' DAY: It a//, DATE: "�/ .'� /tiJ WORK PERIOD;/�a.m./p.m. to _',s a.m./p.m. WEATHER: Vo:•y.� / TEMP. MAX�,2_'F MIN')�'F PRECIPITATION: WORK ACCOMPLISHED TODAY: ._, I �--p F20 NT'S -Y� �7r� 7>7 t N i� /-AMA[.-'� •— sf7/'n r _ i T7rr- fs�A ty. (�/h n 4w 'h r?rP tH♦T1111V:� i?!37-! )sCS _ C/A7 Vc.— ')-/ S ;?7. •r'=13AJ t>r7]Mt�7v'D /41ur> Q 'r t 7•P✓MRn/ . ,4 b t•:.mow tt r-.>y��'2w.;S s7 R.-i✓f T SS •27.+t7 u/r� 1 -i4 a'r 77HS y/O }�A+t2//✓J/S_ i�Ht%Y r4-c T `=f 'DAY A; .3; 3c2 CONTRACTOR SIGNATURE INSPECTOR SrCNATTJRE DATE: 'T ,-