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HomeMy WebLinkAboutWTR2700395 N RENTON, HIGH PRESSURE, IND. SYSTEM W-395' 1 BEGINNING OF FILE FILE TITLE VVr �jqS -3 1 µw MK Gep fvn fAtN bae. w ♦ S _......�v�.zi=.Qua.uw....yy (11 ..� _� ,� .— r ..:ad• ,6 -a I I87617 //19e v Anti• " � I i 43; 9 /?2�• I Fg VIP- r-- , I + m I i d L 1� r: A � i - ---- --------_...--i 1 ► titsNc• 'A J)cpa mwnt of c;()tllnttwe&Economic DewiOPTWIV ��':ctiltin};uwt (�'INT:1�.VtnllflYtiAMNXlItl4t[wnK ' ()�'fTKItB,Wd4��Ij(1(X71��iU4 "• � ass �arseao 'AF WESTERN WASHINGTON REGION 312 First Avenue North Seattle, Washington 98109 Phone: (206) 464-6282 t December 9, 1975 Richard Houghton utilities Engineer City of Renton 200 Mill Avenue S. Renton, WA 98055 Dear Mr. Houghton: Enclosed is the final report form on the North Third sewer and water project we talked about this morning. Please complete the report and return it to me. I will ensure that report reaches Olympia. Beth Davis is the individual :rom the Olympia office that inspected the project. In addition, I would appreciate it if you would enclose a r.-te on the number of jobs created as a result of the project. s If I can be of any further assistance, please call on me. Sincerely,, /OSEPH E. EAIER Area Administrator JEB:kr Enclos,.,re RFFFIYf'S DEC 1 1975 I la,wl l f.�.rn.(wnr-n r r kAY(41 Ya('kl l.-1nK'�t 17W'cYrst 6'� Crom.� e+gun �Gft { i fwst Stwi4 3 7 Economic Assir• ice Authority -3_ f Final Report Project *: This report is submitted by /. , ," as representing the Owner. I hereby certify that the Information entered above and any attachments hereto are true and correct to the best of my knowledge and belief. Further, I certify that the project was constructed as described in the approved project application and algned contract of agreea,Ent. Signature Title Date When completed return to: John S. Larsen, Chairman Economic Assistance Authority Room 101 - General Administration Building Olympia, Washingtoc 98504 i Economic Assistar Authority /► -Z' I Final Report Project K: (b) Source of Funds: MOMM Local: $ 3 4/V* fro./ State: EAA loan ?6 60 0 EAA grant Other (identify) Federal: EDA EPA HUD Other (identify) Total (note: above items are suggestions; add/delete as necessary) S. The Owner believes the construction of the public facilities project aided by the Authority has improved the opportunities for successful maintenance, establishment, or expansion of industrial or commercial plants or will otherwise assist in the creation or retention of long- time .economic opportunities as foilows: e. ia_ i l Lcxa to a L&e/ (note: you should provide the names of those industrial or L m,.*1ercial plants and what specificallytheir actions were as a result of the project) sir,r c cl (.U�t[.,- e-.• �r'�.,-L .....� w.�r -�.v ...r...o y T� �r_e� t WASHINGTON STATE. " SCONOMIC ASSISTANCE AUTH'"`17Y FINAL REPORT Project #: Description: 1. This project was jointly inspected on for the purpose of determining compliance with the application and subsequent construction of the project. This inspection also permit- ted the observers to note that the newly constructed public faciifties are functioning within the original Intent of the approved application. 2. The following persons and the organizations they represent were present for the above-noted inspection: „aV.j 3. The construction project was accepted/ by K<<... .;. 04,:,„, 1,.,+. representing the Owner, on AY.P.1,.,& 7, 47r and is now operating/functioning according to the Owner's design cdlteda. 4. Financial Statement (a) Total Project Cost (note: Include project costs from all sources) Breakdown of Expenditure by Major Object: Engineering $ Land purchases Easements Construction z�Z Materials Labor Other (Itemize) Total S Z y 3, 4.5 fCr 1 n t s �1 Ik � M13rlPoIrFe � y �R^ / i 4fl/�`S3V13z.G. /hJ /Z s 9n 3 Y low c^^^1 �030 �G� 30�4"170�'1 3 J ?O.:;'l 7,i7- ucJ,Siv �2ejr74' 323P, ol _. � 7& 37. F7 S/5744 2,57.t1) i FL 325 contract No. C.A.G. 007-74 Rev. lA/1L/70 NOTICE OF CO*LE PUBLIC WORKS CONTRACT To: Excise TaY Division Elates January 2, 1975 Audit Section Tax Commission Olympia, Washington Do Not Use From: city of Renton Assigned to: 200 Mill Ave. S. Date Assigned: Renton, WA 98055 P.W.C. Number: Datet ,ent,lemen: No,-ice is hereby given relative to the completion of -a-tract or pro3ect described below: Description of Contract _ N. 3rd St. Water Main (W-19`) CAG 007-74 Contractorts Name - Frank Colucclo Construction Co. , Inc. Contractorsa Address 9600 ;mpire Way 5. , Seattle, WA 98113 Irate 'Work Conmenoed March 15, 1974 Date Work Completed December 16, 1974 Date Work Aeoeptedt December I6, 1974 Surety or Bonding CoapanY Safeco Insurance Co. of America Agent's Address Stanley T. Scott b Co. , Inc. . 2312 Eastlake Ave. E., Seattle Contract panunt m 91 ,985.00 Amount Disb+•reed $ 85,308.28 0 [ 2,469.5o Aw=t Retained 8,951 .54 $lea Tax ' 4,744.32 Tots] 94,259.82 Total 94,259.82 B Y P. bare og Of titer - Finaaea Director THREE COPIES OF THIS NOTICE MUST BE COMPLETED By T OLDDU'TlT � ` x ornCER A'.D MkIIED TO THE DEPARTWjlT OF IMMEDIAT&., AFTER ACCEPTANCE OF THE WORK DONE UNLER THIS CONTRACT. NC PAY?fENTS SHALL HE MADE FROM RRTAMD FLrND RFcEj.PT OF UNTIL WITH SAID CERTIFICATE. : I-1 -7f 10. The required "PRESSURE TEST" has been taken by At a pressure of PSI , for _ minutes, on The test: Failed Passed Comments 11 . The required "PURITY TEST" has been taken by _ t' I •s 0n Date of Reply Failed I Passed Comments 12. Is there an Easement required? A_) u If so, give dates for: Preliminary SUbMitLed kecorded And Recorded Number 3ey l : 2r Dl 13. This Project included _ > LF of (`mbT Watermain Cass lv✓ . CI•SS iSo And 2 ffs� Rt � Gate Valves i� ia" RAI 14 Gate Valves Qz2 . Gate Valves 2 /G i . 1 and Gate Valves, And all miscellaneous accessories for a total!value of $ „ Also, Size Make type Fire Hydrants for a total value "f $ 14. The transfer or "Bill of Sale" is in; Preliminary Submitted Recorded form.The recorded number 15. This project informatior was sent to the Utility Dept. for recording on and taken Into "plant" on IZ�Z✓/}� 16. What drawings does the Water Shop have on file. Preliminary l-- As-Built ✓ Form Completed on City of Renton Utility Department Project Form 1 . Water Project M L -,�I 1 7 Date Project No. given 2. Project Description and vocation I J� * K 1].teLCJkL— (if City check 3. Developer's Name - Address Phone k _ 1112 Engineer's Name I I f City check Address Phone M Contractor's Name (If City check Address Phone N ti 4. Is there an ACTIVE Late-Comers Agreement in the project areal Al A .�,� CN ` ....fc. Currmv If so, give File Name — i S�( ` S -- Recording Date _ And Number 5. The Utility Department Work Order Numbers on this project are as follows: 6. What plans have been submitted? Preliminary As Built pared for Project If so, give Date Prepared ), Has an Estimate been Pre And Tota] Amount of Estimate �/ If so, g:ve 8. is there to be a Lace Comers Agreement on this project y f ! 1 dates for; Preliminary Submitted Recorded— — and Recorded Number 9, Date of "Start of Construction' z/�4 Date of "Completion" 2 c/ "��"�w� i �,. r , .. ,� o�, a �pfS �s3✓++ 1y QRr� �NV4CAt/ { H-91H GL ivr 3/1 y: •yu � fl f-Lx 4q j MJ 9'r � 44 s 1 Fc x�7- 3`�ar�JS � +►J1Ov t. 1 I i i 1 F t A s liT `'A4W'`rn STATE Of WASNINGTON OANIIL J. avRNb Dov..be. 0,5TTAP, I WASHINGTON nD STATE HIGHWAY COMMISSION DEPANTMENI OF HIGHWAYS wvU OIMi OI OMT}IC.T I NOINIIR DI DVII<T Nu V !C / y'r .fLLfVu[ AAtA1 NOTDN ttb. //r V/' April 11, 1974 V City of Renton I Utility Engineerin,, Municipal Building 200 hill Avenue South Menton, Washington 98005 CS 1744 ;.t 405 } Junc. SSH 2-M to Junc. PSH # 2 - Renton 1-40S-; ( ) Renton 1611 6 2411 Waterline Permit No. 7-1617I Attention: Mr. Ron Olsen Gentlemen: We advise that the Special Provisions Number 17 as outlined in the State Permit No. 7-1617 is no longer required and you are hereby 1 re Lased of the some. I The s•.bject overlay will be accomplished through the negotiation of the City of Renton an State Aid. yry truly yours, E. 1 . ROBERTS District Eagineer M. SEMENOCK D strict Utilities &�gineer 10637 N.E. 8th Street Bellevue, Washington 98004 I RJ:rr cc: Mr. Montle, Grant, State Aid Engr. I i ♦ 1 .I n I STATa OF WASHINGTON ) r f4d0d DIWAILT�NT OF LABOR AND INDUSTRIES � '1 �? /'�rNpiSlnifS AFFIDAVIT OF WAGES PAID D On Public Works Contract Awarding Agency. City of Contract Number. N-395 Date Contract Awarded 2/26/74 _ .:.�._.__.... "ate Contract Completed 12/24/74 _,........_,...- County in Which Work Performed J ..King __.._�....._. Location within County __ Renton - N. 3rd. SrATit or WAsxrxcrON Was a Statement of Intent Filed? Yes �) No ❑ t COUNTY OF Ping._...__...._._.._._._._.. in compliance with RCW 39.12.040 I, the undersigned. being a duly authorized representative of ... ._..._ >?tank.Galucelo..Cunascus.tiro_Gs�. ..3.44A_Es�lrs._Voy, tseat cla 98118,_ .._... traebaawr m aroceax.ewi do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described above and that no laborer, workman or mechanic has @er less than the "prevailing rate of wage" as determined by the Indus- trial Statistician of the Dtept„�TbK� n Industries. List below each classification of labor emp oy in the project described above and the rate of hourly pay and hourly fring- benefits paid to each classification. In addition, if apprentices have been em- ployed, list their names and;ar registration numbers and their stages of advancement. Classiftcatior. of Labor Rate of Rate of Hourly Hourly Pay Fringe Benefits Paid Shovel Operator - 1 yd. 8.38/9.28 1.20/1.37 ' Backhoe Operator - 60 hp 8.16/9.06 1.20/1.37 Loader Operator - 3-yd. 8.38/9.28 1.20/1.37 Dozer Operator - under D9 8.00/8.88 1.20/1.37 Oiler 7.52/8.42 1.20/1.37 Laborer 5.80/6.85 1.25/1.23 Pipefirter 8.04/9.61 2.12/2.55 Truck Driver - 10 yd. dump - 7.66l8.46 '1.28/1.55 Non: Attach Atdbional ahead as Needs& F➢ANK L=cc.O COMSTRUCTION COMPANY Subscribed and sworn to before me BY o'rni: . this 15th -day January `e I hereby oertlfy that aoccrdire to th% vdko rates and frluae benefits herein sworn to u 1S the pre+all:oa r.je .Atl t:re..uatw of RCB 39.12.U40 have bean aatisfieJ. e /n� �w. _ ry. C. JACORB. DIRECTOR Reatry Paw 1a we fM ay A1s of 1►rMlglea, DZPARTk= 0/ LABOR 6 IRDUSTRIM ruWsa M/I►ettklyMt► .� C �y yC Date:... Tab pear roerved far Director's acatioa INSTRUCTIONS: t. Pursuant to RCW 39.12.040 copies of this forth must be completed by the contractor and each of his sub- contractors. 2. Complete this form in trip9cate, and have it notarized. 3. Submit all forms for certification to: Industrial Relations Division, Department of Labor and Industries. General Administration Building, Olympia, Washington 98J04. 4. File a certified copy with the Awarding Agency. 1 CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTAACPORS. This is required by law and payments can not lawfully be made until such affidavits are filed. �i DAF:IEI J EVANS ®R',, WaLIAM a ucosS own« IF SIA/S Or WASMINOION D2PAPTMENT OF LABOR AND INDUSTRIES General Administration Building OLYM►IA 90504 amnoN or rwvnuAt rMstisANa fTCr.s¢H -r_war , wnrvlsoe .tanuary 21, 1975 TO WHOM IT MAY CONCERN: Be: Contract No. W-395 Gentlemen: This is to certify that Prank Colucclo Canat. Co., 9600 Empire Way South, Seattle, Washington, Piro No. 204,169 has safe payroll -"art and paid premiums due the Accident and Medical Aid funds of the Department of Labor and lndustr-es covering N. 3rd Street watermain in Renton, Washington. Very truly you-s, a, G ✓_/.u.�rcCG P.. Grenier •�. Chief, Underwriting Section mktt TM TO MM" l Frank Coluccio Construction Company, Inc. SEWERS • WATERMAINS • UTILITIES 9600 EMPIRE WAY SOUTH SEATTLE, WASHINGTON 98118 � i (206) 722.5306 December 23, 1974 City of Renton Renton, Washington In re: North 3rd Watermaln (W-395) ---- - — ----- *XTRA WORK: State Highway - Ste. 2+48 Material: 6" 90 deg. bend ------ $53.55 6" Sleeve ------------ 45.90 6" D.I. Pipe - 1.3 l.f.@ 3.50 - 45.50 $144.95 Labor: 4 hours each for 2 Plumbers @ 12.53 100.00 1 1•1,orer @ 10.00 40.00 140.00 Equlpment: Backhoe, operated , 4 hro. @ 20.00 ----- 80.00 $364.95 15% Overhead and Profit --------------- 54.74 $419.69 i ,3 Frank Coluccio Construction Company, Inc. SEWERS • WATERMAINS - UTILITIES 9600 EMPIRE WAY SCUTH SEATTLE, WASHINGTON 78118 (206) 722.5306 Ra - Jecemher 23, 1974 City of Renton Renton, Washington In to: North 3rd Watermain (W-395) _ EXTRA WORK: State Highway Hydrant Connection - Ste. 0+30 Material: 1 - 6" 22k, deg. bend------ $49.05 1 - 6" 90 deg. bend------- 53.55 1 - 6" Sleeve ------------ 45.90 9' 6" Pipe @ 3.50 31.50 $180.00 Labor: 4 Hours each for 2 Plumbers @ 12.50 - 100.00 1 Laborer @ 10.Ov - 40.00 $140.00 Equipment: 1 Bachhoe„operated, 4 hre. @20.00----- 80.00 $400.00 15% overhead and Profit---------------- 60.00 $460.00 1 Frank Coluccio Construction Company, Inc. SEWERS - WATERMAINS - UTILITIES - - 9600 EMPIRE WAY SOUTH SEATTLE, WASHINGTON 99118 (206) 722.5306 + ti 0eceu:ber 23, 1974 City of Renton Renton, Washington In re: North 3rd Watermain (W-395) EXTRA WORK: Work on 12" & 4" P.R.V. Station 1. Furnish & Install Galvanized Ladder $108.00 labor to Install 75.00 $183.00 15% Overhead and Profit------------ 42.45 $225.43 2. Furnish & Install Air-Piping Gauges in 12" & 4" P.R.V. Station Pipe - Bends - Air Vent - Electric Pipe $225.00 - Labor _150.00 $375.00 15% Overhead and Profit------------ 56.25 431.25 $656.70 ---------------------------------------------_----_------------------------------. Extra Pitting Used at End of Job Not 17n Plan 1 - 16" Flange 90 deg. bend $345.17 15% Overhead and Profit----- 51.78 $396.95 1 � 53.. ,RQ y : iv y. CITY OF RENTON DEPARTMENT OF ENGINEERING * �6 MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON, WA. 98055 0 235-2631 PROJECT N 3rd St. Mstendn PROGRESS PAYMENT ESTIMATE NO._I Cz)ntract No, Call 007-74 Contractor,Frank Col=eio rm.c_ r.._, Inn Closing Dat• _ Sheet-Lo1 2 k Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATI! No Description Unit Unit Price Qty. Qty. Amount Qty. Amount Qty. Alnouwtt_. 1 fnsaLob and Install 240 D.I. class 1 (T.J.) Matar Pipe I IF 35.00 1 370 1360 $12,600.00 2 Famish and Install Ir D.I. w Cla 2 (T.J.) Matar Pipe V 20.00 36 I 36 720.00 3 PW Cutting of Asphalt I IF 0.01 800 814 8.14 • furnish and 7nwtall 20 Slow-Off Asawblies 0A 150.00 2 2 30u.00 S furnish sad Install Concrete Slacking cr 30.00 4 10 300.00 6 Furnish sad Install Select aaakfiil �rcw 2.00 200 405.4 110,80 i ' 7 fuanlsa and install Iaporery IC Cold Min Asphalt 7O0 I 20.00 20 173.51 1,470.20 a Fandsh and Install Asphaltic Concrete aestorstias TOMB 20.00 210 80 1,600.00 1 SUBTOTAL "C' i$17,809.14 I I�SUBWI AL A, 1. 4 C $74,971AS ISA'ES TAX 5.3% 3,973.47 SUBTOTAL $78,944.62 iLESS 10% RETAINAGE 7,497.12 TOTAL $71,447.50 AWIUNT DUE TE S EST MATE $71,447.50 tt ee M * IV 1 1 CITY OF RENTON • DEPARTMENT OF ENGINEERING MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON. WA, 96055* 235-2631 PROJECT tl 3rd St.' Satgrmain PROGRESS PAYMENT ESTIMATE NO I biO4fr ief No. CA4 OW-74 Contractor Prank Coluccio Const. Co. Inc. Closng Oete Sheetlof '� k Eat PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No, Description Unit Unit Price QtY. Qty Amount Qty. Amount Qty. Amount 1 ltsaallt •J•• 1 fmais► AM Install 16• D.T. Cis" 2 (T.J.) rater Pipe L► 25.00 1300 1290 $32,250.U0 2 furnfab ass Install Class 2 120 D.I. ,(?.J.) Bahsr Pipe Lr 15.00 140 130 1,950.00 3 PlerAish and install 60 D.I. Class 2 (?,J.) Crater Pipe Lr 6.00 18 18 108.00 4 raraleh.:as6 Irytall 24. O.D. ' Stl. Casing Pipe IF 25.00 40 40 I 1,000.00 S sm cut" asphalt Lf 0.01 2900 2927 29.27 6 rural" ant. Install 160 CIS" 200 lutterrly Valeas Ansaably (t4JaNJ) sA 1300.00 2 0 -0- 7 rurairk mad Install 160 Class 150 Butterfly valve Assembly (ajwm BA 1000.00 1 2 2,000.00 a lsraisb mad install 160 Claims ISO Butterfly Valve Assembly (rLan) sA 1300.00 1 0 -0- 9 rurnish mod Install 12• cats Valve Assembly Wm" iA 400.00 5 S 2,000.00 10 furaLmk and install 12• Cata - V Valve Assembly (FLa" ta I 400.00 1 1 I 400.00 11 rurnish and Install 6• Gets Valve Assembly (rLKW" em I 150.00 2 I 2 300.00 nd 12 fuzz"k, a Install Concrete +I B16aking Cy 30.00 20 30 900.00 13 1 fstmiab and Install Salsot [uekfill t'Oa 2.00 1500 726.5l 1,457.14 14 runiab mad Install Tsmpsrary ' me Cold Nis Asphalt T0a 13.00 70 141 I 2,115.00 kS !banish and 40tall Ampbaltie Coaarate samtoration Tw 20.00 760 131.IN 2,637.60 SUBTMAL "A" $47,147.01 .. I l ►arals/ nst"Lals for 127 and - 4• PNV Station, vault inaladsd to 8000.00 1 9St >j 7.600.00 2 IastalLttas of materials for I]' sad 40 Paw @tau= sA 1300.00 1 9S6 1,235.00 It falaldl and Install Comte" uos�M CT 40.00 2 8 320.00 6 Pan"& 4" Install felset BBBtf111 f41 5.0D: 16 52.00 260.00 40 / BVBaNY and Install Asphaltic - "m 30.00 8 '20.00 600.00 ISUSTDTAL "S" ijj------ $10,015.00 ' 1 DATE May =8- 1974 TO: GWEN NARSHALL, FINANCE DIRECTOR FROM: WARREN C. GCNNASON. DIRECTOR OF PUBLIC W0RKS SUBJECT: Entimace No. I Contract No.CAG 007-74 projects N. 3rd Street hdtermain . -------------------------------. __._..-»_---------___- Submitted herewith and recommended for payment is Estimate No._ 1 for work performed by funNK COLUCCIO CONSTRUCTION CO ' ,mount previously paid Contractor 1 -0- Amount previously retained S -0- Amount retained this estimate $ 7,497.12 (to be allocated fray the following accounts-) 401 - 534/32/63.81 ( ) $ 5.716.21 401 - 534/32/64 _ ( ) $ 1,780.91 Amount Due Contractor This Estimate S 71,447.50 GRAND TOTAL S 78,944.62 The amount due the Contractor this Estimate is $ 71 447.50 _ _, which is to be paid from the following accounts: 534/32 63.81 ( ) S54,475.39 401 - 534 .V 64 ( ) $ 10,972,11 ( ) S CMARTE4 116. LAWS OF 1960 CITY OF RENTON CERTIFICATION I. TNt YODtmODmto 00 Mtpt Or Cap"" uwaru ►C04TI 0, rep,Yp T. TWAT THE "ATtputs MAYt of," ruo"N1,I90, 1Ne at"fees asuptpto 00 ♦" 'Aeon vUtcomee he 0rse,01860 NCOUW No IN., 11p111Y"ltl is l I pC.TV T0,Dot ptNIAND M NANO INeT tllso AY1N001tt0 TD AYTMCNTI" p AND Ctplle♦ To VL1pop twsew 4 �► 1 . .cow.:. g CITY Ot RENTON • DEPARTMENT OF ENGISEIE�i MiJWiCIPAL BUILOW40 200 MILL AVE SOVTN, RENTON, WA. OSCO6a*29=-�Q� . PN4JfCl I!_3fQ_�.L.JfiLllfi3i.. ,, PRMRESS (PAYMENT CSTOMATB �4t¢Rrt01 )f.,. CAI( 007724 Contr.ctor _ts4nk downy Gab . _ .. . 1.pt.1. %; Eat EW)US TOTAL THIS EEITMAATE TOTAL 1OIDATE 17aacriptio+ Unit uttil Pr+ca Qty CZty Amount G"ty Avvmwn, 441y Arnow* i t ytattAati+ ua l+eal'wll ls• !!«:. � � } cum 2 rR.n.1 waver rtp It 2S.00 13co �1290 �52,250.00 1 1 z 11ttli46 4d 14rbt21 C1480. : ! 1J} It D.Z. M.Y.1 attar >l1M tt 13.00 140 IJO 1,9S0.00 3 1lmntab ant UWA&11 6. O.S. 1 : i t CIO" 2 (1,3.) USter t#rt it ( 6.00 1 1s 1{ 1011.00 ' 4 WOOMA,+nd xfgt.+Ai 240 O.n. 41 ( ! lt1. cams" PA" It � 29.00 40 � � 10 � 1,000.00 1 5 "W LC ( 0.01 i 230o .2927 III 29.27 1 4 1i1i r Ut atW 3rwtell W Cuts } f foam" � !et I 13P0.00 2 � i 0 .0' , I IIS g 7 � y111NdJli1 tNl® zwstall W Cttsn 1 to Mtt"ar Volvo AMYbly , tt 411iYMl�n � 1040.00 �, � 2 {{ 2,000.00 ' a f'lamiaM ow .lrtrll 140 Clam C I I-" iatfrtl.y Volvo Amoom 1X i tll++rMt.) to I3o0.00 I 0 � -0- 0 ►atsith &%A lrMril Ir 40to ! i wxw AaM4biy w4un iA 4110.00 S S 2,000.00 [ 14 M1NOii06 aert laat+rll 12' ! t R 4 Volvirt MWONOIT (n4dW) ZA 400.00 1 1 1 400.00 '. I ! 11 xhttatal, an41 7aata1l b' S1st0 I . ,... I VM�w A4sttpiy, tTlrfMdl � EA 150.00 " 2 3 1 JUtl.vO «..-:. 12 11tmt4tf W ltatall Caaawou ( {{ ' ■lia'4tttai c7 30.00 30 400.00 t ff i 43 ! 'tuallb wi lnttalx "It01t typo I 728.57 1,457.31 ! >f W- am eve* foldIaaMlt laapucaty 1 r I" Mylftic sxn i 1y.00 ! 70 141 z,lls.00 +(c i 4 1 tr 11 rlrwuar. tMy1 la.tt41t1 1wMitalda ffff Ca4itca4a ttrraeeln�tat t0M � 20.00 1 tMl � ^131.61 z.6s7.60 ! i j I SUBTOTAL "A" i $47,147.01 ! i ' I i vatrttA IS, ow UR ow ♦,• 111P yaatt ><u41vAr' r aW+p.04 � l i 41K � 7,600.00 11 i ta1rr011 at worlalw 06w i 1 06{ 1,235.00 lY OAa f ow ampti+d I I � 4!pOg1M Orr! 'OtRtlall ::^ C1 40.00 2 1 a 320.00 0lat.hN ; i I i 1 4" rarWt mosoot tk ' 1 011lttl i1� S.01� 16 i 52.00 2G0.00 ( I aa4 Lttttl2 ArrtOittit �� 141,Ob ! 20.00i 600.00 � ' ,' AL won �10,015.U0 i 1 i I d i CITY OF RENTON DEPARTMENT Of ENGINEFl WUMCWAL BUILDNV®, 200 MILL AVE !$COjTM, REWON, WA. 000dlls Y- PRQJlsCT �{2d 4t. titttnsui _ PRCORESS VAYMIENT ESTIMATE NO. 1 Cootrs,tt No . CM 800 14 Contracts. . PE+Itit.SiTlucsln ooss.. ra-- -t••_ c oanp A Est c ?E1.00US TOTAL �Tt*I* EtTIMAT9 TO Trj � MO 1141oIar�+ot�aK, { IJ•,�t Unit Price Qty, Q•y An+owM Qty, Amqurrt CN!' MvwM Ftrw*dA iR rr.t swoon 2Nr 6.3. Clilri i Ce•�.1 [MMs Pxp�.. . >t j 35.60 no � 360 1112,00.00 f vW0606 +M wcru I 'A.s. t CIMS 2 (T.d.) Malmo Y as _ Ldr i 20.90 94 36 720.00 ' : star I,sttlx of Avowt 9 LIP 0.01 606 � A14 8.14 ! • t6rA4si utct casessl lr ELdr-m 111 I b000l :sos tU 156.00 2 2 30(1.00 1 1 6 t�IMs#t 4&4 t7et1�11 CaMrvla ftoodkA/ 4'r 30.90 ♦ 10 306.00 t; 6 � f1os�lsY 4lra lwtrii s#slr� ' Rt'!11 1�f1L9i1R 2.00 200 405.40' $10.80 y �rrtA «,ML L_NK*21 SLY'" 1 mr Cold 6Le 2arbalt 11w","w 20.00 20 ! 71S.s1 1,470.20 I4 E y'dL'a1/Nt rod LgLRax1 Aspa�ait:ta � � I s a tt "marwtr mos.turstim lG.W 210 80 1,600.00 l '. SU810TAL "0' $17,809.t4 i i i i i r` SUBTOTAL. A. 4, 4 C $74.971.15 SALES TAX 5.3% 3,973.47 99.( y ) SUBTOTAL $78,944.62 1 ' j LESS 10% RLTAINAGE 7,497.12 d 3 TOTAL $71,447.50 AMOUNT DUE FWS ESTjMATE - $71,447.50 li #s tool { } I � , CITY OF RENTON • DEPARCMFN"E OF UNIUNE£RiAM l , • MUNICIPAL BUILDING, 200 MILL. AVE SOUTH, RENTOK W'A. 99005.160235-20*1 M. 3rd St. Water Main 2 (Final) PROJECT _ ______ PROGFtESa PA'+'MEN1' E$T11.tATE NO —_ lM eM'ItriiCt No.._,_G4 007-74 _.�._._ Cantracerrr •/teak 1uc:Gfe tenet. �!y„„_, CWa1nW Dana of=.,.... RR_VViQUS TOTAL T"- ESTIMATE TOTAL TO i2ATE 0oacript;•.)n Unit unit Price Lty QT i5717 Ampmit `fey 1 Furnish and Install 24• D.I. ' 12,600.00 ' 24 E�0.00 !{ 384 13.440.00 Clear 1 (T.J.) Water Pipe IF 35.00 370 � 90 2 tarnish and Install 12- L.S. 1 i Clogs 2 (T.J.) Water Pipe LF 20.00 U 36 i20.00 11 220.00 t 47 i gw.00 i aw Cutting of Asphalt Le 041 No 814 8.14 i3 .63 8.77) 8•T7 4 FOTnish and Install 2" Blar'off Assambl,.us im 150.110 2 2 300.00 i - 2 300." 5 Furnish and Install Concrete ( ! Blocking Cy 30.04 4 )0 300.00 ! - 10 300.00 I Furnish and Install 4elect Backlill Togs 2.00 200 405.40 810.80 448.171 896.34 053.57 1.707.14 Furnish and Install Temporary IVCold nix Aaphalt I40W5 20.00 20 73.51 : 1,470.20 - 73.51 1,470.20 a Furnish anI install Aaphaltic { concrete Restoration 11111 20.00 210 ` 80 r 1.600.00 42 840.00 122 2.440.00 C.O. /1 Adjust Sanitary Sawur �L,S. 419 IOOE 803•12 IOOX 803•!2 to Grade, etc. !!! { 17,809.14 3,600.09 RUB TCVAL -- _ 89,515• SALBX TAX 5.3% :e. TQTAL _ 94.239.E I i 101 Retained AMOUNT PREVIOUS:.Y PA+B _..�1 �• !,MOUNT DUE T1115 ESTIMATE I F 1� t CITY (7►f RFNTON 0 DEPARTMENT OF ENGMEE RIN.b MUMCIP,AL SUILDIN@1, 200 MILT. AVE, SOUTH, RCNTON, WA, 6N[Y,5ee 4'.3M5-ftlw PROJECT 4L r-CT. Wi rO-A',M.W,5/PRO(MF-SS PAYM€NT ESTIMATE P40.2 (Final) Contract No .. cAe oaI24� _ COS<<aCtu Fa�.�tirG�ree irC.wrrrC. CJ*jHnQ elate let li__ _ Shoe.1ot1 _T....., Est.�PPir'VtOUS_'TDTAL TKS G£T1MtATE TOTA:. TC) OATS 1?os^ription Unit Unit Pr,cu Qty. i G3ey. Arm„�t� Qty: Arr«�yun! Qty. rnqu Ar,t 1 A,-r,lrn and Irotall 16" D.I. 7 Claes 2 (?..I.) Water Pipe L► 25.00 ism 1290 32,250.00 29 725.00 11319 32,97S.00 2 FurnisA and Iratall Clur 2 Ir D.I. (T.d.) Nater ripe Ii 15.00 j 140 130 1,950.00 1 14.5 217.50 144.5 2,167.50 a Fornia',t anA Install 6" D.I. Class 2 M.T.) Water Pipe f LF 6.00 18 18 108.00 - 18 109.00 k 0 Farnash and Install 24" O.D. atl. Casing ripe LF 25.00 40 i 40 1 ,000.00 40 000.00 1 j 5 a" C•nttlN Asphalt LF 0.01 2900 2927 29.27 - 2927 29.27 ' Fuaaiah a" Install 16" Class ( 200 W terfly Valves lssa luy ° A (M w") 8A 1300.00 2 0 0 2 2,fm.00 8 2,6f0.00 7 Furnish and Install 160 CIO" ! 150 sctterfly Valve Assembly i (six" CA 1000.00 I 1 2 j 2.000.80 - 2 2.000.00 t d i Furnish and install 16" Ciue i 150 Butterfly Volvo Assembly 3 f (rLxn) j SA 1300.U0 I 1 0 i 0 i 1 1,300.00 1 1,300.00 4 Furnlah and Install 11" Cets i Volvo Assembly (NJxNJ) all J 400.00 i 5 5 ' 2,000.00 - I 1 1,30D.00 E 10 i rurnish and Install 12" Cate Val" :,aasbly (FLxM1) ar ± 400.00 1 1 400.00 1 400.00 1 I } 1 11 rumsma And tnetail 6- wtv Volvo Assembly (FIxll» EA 150.00 2 2 300.00 - 2 300.00 1a i ►usniwh and Install Connrete 1 0-.Oak Lng Cy 30.00 20 30 500.00 3 90.00 33 990.00 j 13 Fumiah and Install Select } sackfill TON 2.00 1500 728.57 1 ,457. 14 721.46 1 ,446.92 1452.03 2,014.06 ; to Furnish and Install Temporary I pC cola Nix Asphalt eau 15.00 70 141 2,115.00 -, - - 141 2115.00i ( 1` furnish and Install Asphaltic i Comrote Iawtoratl.m sou 20.00 76u 11I .R8 2,637.60 108 2,160.00 '239.80 4,797.60 a C.O. 02 16" 90 Degree Band L.S. 396.95 1 - 1 396.95 1 396.95 '. 3 C.D. 03 Hydrant Connections L.S. - - - - L.S. 893.69 L.S. 893.69 j i � 1 4711,"AL 9,830.06 56,977.07 I IN "a, 1 1 Furnish materials for I27 and { 4" PeV station, vault included EA 8000.00 1 95% 7,600.00 94 400.00 1001 8,000.00 4 i 2 j lantal)aticn of materials for 1 ,235,00 5% 65.W 100% 1,300.00 12 and 4' MM statioc j SA 1300.00 1 95i 1 3 Fusa"6 mad Install Conarote Btotpdn,g Cy 40.00 2 8 320.00 - 8 3120.00 4 Furnish and Install Select !+ EoMttill svin 5.00t I 1f 52 I 260.00 + " - 57 260.00 �, 1 5 7uraish aM Install Asphaltic Caasetw 'car 310.00 0 !0 j 600.00 I - 20 600.00 • f - I i C.D. 12 Ladder D.A.V. Ste. - I - 1 II - - 210.h} i 210.45 C.O. 02 Air Piping, - ra"gea _ 431.75 43Y.75 ( f0.01S•00 � � 1,114.20 , II,I2S.2! ! I �I Al i FL 325 007-74 - Rev. 10/1V70 Oontsact No. C.A.O. NOTICE :)F COMPLETION OF PUBLIC WORK'; CONTRACT To: excise Tax Division Date: Januar- , 2, 1976 Audit Section 3 Tax Co mission Olympia, Washington Do Not Use I IN Fk City of Renton Assigned to: 200 WZZ Ave. S. Renton, WA 98055 Date Aosigned: P.W.C. 2htmber: i if Date: 1 Gentlemen: Notice is hereby .,iver, re;ati� e to the ccmpletion of contract or project 1.�. described below: Description of Contract N. 3rd St. Water Main (W-395) CAG 007-74 t� Contractor's Name : Prank Colucci.o Construction Co., 1nc. ! ,II Contractor's Address . 9600 Empire Way S., Seattle, WA b8118 t'1 Date 'Work Commenced. : •March 16, 1974 Date Work Coeg:leted : December 16, 1074 Date Wo:ek Aoaeptedt December ie, 7974 { ; curaty or Bonding CcmgwLgW7 t Safeco Zncursnoe Co. of An ca . Agent's Address : Stanley T. Scott B Co., Inc. , 2`22 Eastlake Aaa. E.,^Sreattle .. : 9;1F,Sve gj��.p Contract Amount : —r: Anavat DLtmreed : $ 14L = f9�M t Aaotmt Retained Salsa Tax = Total : 94,25d.6' Total Disbursing officer - Finance Director THREE COPIES OF THIS NOTICE MUST BE COMPLETED BY THE DISBURSING OFFICER AND MAILED TO THE DEPARTME'M OF REVENUE AT OLMeIA, WASHINGTON I?lEMATELY AFTER A^.CEPTANCE OF THE WORK DONE UNDER THIS CONTRACT. NO pAnMS SHALL BE MADE FROM REPA;gD FUNDCUNT�CE EWITH SAIL CA , CERTIFICATE. ! 1 � 1 Rev.310/14/70 Contract No. C.A.O. 007-76 NOTICE OF OWL9LETION OF PURL IC WORKS OOMALRACT To: Excise Tax Division Dates January 2. 1975 Audit Section Tax Camisaion OlyiViat Washington a Do .at Use Fran: CItY Of 0eaton Asiigued to: .. 200 Mill Ave. S. M^ on, WA 90055 Cate Assigned: P.W.C. Number: Datet Gentlemen- Not..ce is hereby given rela�ive to the completion of contract or PrOJOct Oascribed belottt Description of Contract : M. )rd St. Water Main (W-395) CAA 007-74 Crntrictorts Name : frank Coluccle Conotrvatlen Co., I .c. Contractorts Address . 9600 1"Ire Way S.. Seattle, WA 9811E Date Work Comrenced : March 15. 197E Date Work Cosgxieted . Decoobor 16. 1974 Date Work Accei. d: Mxaoaeber 16, 197E Surety or ,onding C g.,q qny : Safeas Insurance Co. of Ana r i cs Agentta Address : Stanley T. Scott A Co., Inc., 2312 Eastlake Ave. E.. Seattle Contract Asiount i 91,485.00 Amount Disbursed $ 85.300.28 2.469.5' Aa°c1:.t Retained 8.951.5E Sales Tax 4.71A.32 Total 94,251.82 Total 94,259.81 DY Disbursing Officer - Finance Director THRIE COPIES OF THIS NOTICE MUST BE COMPLETED BY THE DISMWIIN13 OFFICER AND MAILED TO THE DEPARTMENT OF REVENUE: AT OLYWIA, 4-311INGTON IMMEDIATELY AFTER ACCEPTANCE OF THE WORK DOLE UNDER '"HIS ,:OVMCT. EI?T OF NO PAYMENTS S}iALL BE MADE FROM RETAINED FUND IJNM 7 IN .Rr;WITH SAID A , CERTIFICATE. 4"' IIECO SANfRAL INSURANCE COMPANY OFF AMERI _ i` .(IEY.E RAL IHSURA4ICE COMPANY Uf AME RICA fIP.:'NATIONAI.M5UR 'COMPANY OF AMERICA Ir o1Mr OIiKti. iAEE::01t AIA b£. XAfW IiTpM B.In1'-'.. Cpnlro[bI 241 or—B090-- and orn.it eed mt. Olivet on. Cy*' Wo w_ Convoct p.K. The ii S► tywf f WAIWA ER.dtre doll� 'IH CMnv- wi,h,, pr.j.dimg r3ur right or o1Hcl:ng our "obililY Wry 0,ily YO.", r, ende,.wT bgnd;s) do—.Id oWv.. +rs .e„le a{pr.gaa SAFECO INSUEIANCE CONIF'ANIES wch of It. Inllorirq Informonon as n no r oCalbbin. ` ppproE�mole dot. pp �- 1 IF COMi{(cCE Co PUTED dcumpLtwn and/orr�oi��. / _�. if.- .._-__i ,,,, �,,,� - glyy`L L:2.a_Y- -- A ,on"M eel or dMkr omoerd ul 4y lfW�EiEO 1>b tl w d $aM: le. [verolRtvl gr ddt+v.r.d c, !*rblr dow of !. Ap lflwl e w daHtA 4F4ME�e wC.IWr nmKHN lrrn on lds> L.i Yn White Y n 1 RETAIN THIS COPY SEa1 o1YwEr• il/, •.I �. .�.. J.s TELLPHONE 896 .2071 . ARCA CODE 31t - TELEX 720 424 PRATT HENRY PRAT'r COMPANY 1n. SOUTH H10""NO AYCNUC'-UNOFL, ILLINOIS 60307 ] July 11, 1974 Frank Coluccio Construction Co. 9600 Empire Way, South Seattle, Washington 98118 ., Attention: Mr. Vince Coluccio Vice President Subject: Pratt Production Order F-5037 City Renton, Washington Project Gentlemen: Per your request, we have reviewed the above subject production order and find that the delays in shipment of this eq..ipment has been caused by shortages beyond our control. To be specific, the 16" 2MII 's material combination 110 is a non-standard valve and is designed for a 200 lb. shutoff. This is item 1 and 3 of our above subject production order. For your information, our material combination 110 is a stainless steel diet. We are finding extreme difficulty in obtaining these discs from our vendors. We can appreciate your present situation with the City of Renton, however, hopefully we can maintain our shipping schedule of July 26, 1974 for these valves. We trust that you will so inform Mr. Ronald Olson from the City of Renton of the present situation. We would appreciate your conveying to him ouz apologies for these delays, but t�-y are sincerely beyond our control and certainly your 1. If we can be of further service, please feel free to contact me. Very truly yo rN ,Y"@T, CO ANY7 i W. Coope Water S Waste Water Mkt. Mgr. RWC:klb 14 1 Frank Coluccio Construction Company, Inc. �. SEWERS • WATERMAINS • 11TILITIES 9600 EMPIRE WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722.5306 ,. July 15, 1971$e VVVVVV City rF Renton S Engineering Department City Nall Renton, Wash. 98055 Attention: Ron Olsen Dear Ron: Please note the enclosed Uttar from the Henry Pratt Company With reference to the delay in shipment of the valves for the City of Renton. No. 3rd St. Water- main Project. " Vary truly yours, FUM COLHOCIO CONSTRUCTION CO. vice-lreaidene. VC/avr MCI. '� f �t x C01f WCTOR LQUAL LMPUtRCRr OWAT!1NITY REPMT 41jughout fi11.t•, re{wa �iu,cld 1w pr.},:ze; :nd m,_Int.liited by each Cuntractor and Cove..wmet4y, rile life of the oontrt,ct. Subcontra. •,. .Aould refwul n • r_. du•! tax0,)t Invent dati pVr'.rtninR to their subcontract work only. Tine mat: power , i:;nr:'l t 1 t.•...;.frd .e.1�;,r crepL.}t:nm�. •lots ;houlo reprem nt the- werK force on bn::rd :rl.mthl•.. .•h,t :, r t.;••.ttsihl: Pr•,j••ct i"apineer repre,va,tink th.' City will eusur.' that tF:rnc: :•;*tt r,:.-t.r .e•s+P':^s . ; :1 brt ..ufeetttld u-1% Owir nr,nthl: L2•ogres:; /.atiolate Tim 11tol pow.T 11ruros •o be r<partvd in Table. A should include •joarneyr•en, and nn ',If, foil trainee>. 11au power tifnces to fx• renr:rted In ',ahle B should only include apprantwe : ;md m 11:. � s as inriica t.r d. ^-. ..•: ,�r. Appropri::to Block Namc and Address •,f 1 ira aoc": •intract.et � -"Club-Cout.r. FRAIK OOLWCTO OBRmTRUCTIOM CMANY, INC. TMW Lapiro Way Souet__ Btatt1C We._ -24118 _ I t"v+ It' , ,t :,w.i nt ti.cnn, Tncatiun of Proiect K: 1 r-1 for f. rtod I iwer R�aCtm-Orillia 7/74 1 R420':'.WNr I ATA - _ Table A T I T t.•_ T°t't� Itlac'r. r1. :.n A.n r. �-•ani• h °Pp'^11- fir Tj , f „UB t,:IL+;ORT; — Y.ral . Mier. Indian Amer. tics 4o), Trainee,,} „r ,»".i•.. M F M r '1 ?' M 11 udr�. : r 1 t irc:r'dt o: IInd .—.- -. MI a ..❑ �. I, lY,�_a; � 1 -- - ' �' :.r... . • . der i,a: t:.k-•n er proposed to inc+:ease mim,rity r••preecntation in periain,:rt r , t I r•. rv.J i,y: �'i.ir�.mturc and Title of Contractor'., ELII ricer or Re,"L�:. j 'Mt�v A G 7 J!4 PUB' Ic WORKS DEPT. GIIY OF RENTON '� t COMUCTOR EQUAL LeWYMENT OPPORTUNITY REPORT "„ti•, report alpyRld be prepared and m2intained by each Contractor and covered So. , clontaly, thxya'61wut the life of the contract. Subcontracts: Aould report c.,nt "I, ompin�:,ra.n+ data perlaining to their subcontract work only. The mar, power iigurl - >,t-trn-t.rd ;miser emnJoyment: •laca should represx.nt the work force on boar,! :Kn+thly. Ya, reN!+r.:,rlibl'• Pro}Hct Engineer representing the City will Pusure that these contr— , . li u(,,i ,,ith their montuly Progress Estimate Report/Provre Ss PA)m.v. . be relxtrted in Table. A should include 'ourneymen, sp,rent i, tk�.n power '.iguees to w reonrtel in Table B should only include anprenticc, and on tb._ i lt, t2'ainet ai it _eatr.d. 'n• ,,+4�'" 4 III,, i:lock Name and Address & Firm rfn .r t or °tttt•+C<,rttr. �,• t o* Colucclo Construction Co Inc. � _ tmnir av Soutb,�Seattle_ Name, Lxcotian of Project RciHrrt for Purred Ending City of Renton 6/74 Wetervlq Mortb 3rd EMPLOYMENT DATA Table A _ --_-�__- T�,tal Total !clack Asian AalPr. b'panit.h Rppren- On Ti,c T. n; 1E"UttL }..rpl. Mittr. Tndiarn Amer. tiers +iob Tr:inee ii F M F M F M F M F M F M F M I I'� : + r cry.,. lo- i x�ip:mn Ir t�retor � _ �oLwrot 1 — , yu , r t - -- —• .L 1,- K C:-'llr ii :+F fi or pfopo SCti t0 .'.RCYCaSv Ivan, ,'„lrre3„MdLl, :, IR per wan, .,it rl.� +•" -el� President ( :'iwturC :ini Titie nl Cnnt r,:cl,rr'' ! 1 •j,>�lei(�',,�,�,,i;;ty,�� �[ JUL 9 1974 L PUBLIC ►"rOk g Q¢PT CITY Otr RENTQrJ „r. a � wi s:. CONTRACTOR ..,,JAL EMPLOYtMENr OPPORTUNITY REPChi, This report should be prepared and maintained by each Contractor and Covered Subcontractor(r )' uu nth.ly, throughout the life of the contract. Subcontractor should report contract: and mnplo_mwnt data per!alning to their subcontract work only. The ma,i po, -'r figures to by reported under emp;oymaat de`_c, should represent the work force on board monthly. Each responsible Project Engineer representing the City will ensure that these contractor reports will be ,ubmitted with their monthly Progress Estimate Report/Progress Payment. The inan power figures to be reported in Table A should include Journeymen, apprentices, and on the ,job trainees. Man power figures to b- reported in Table B should only include apprentices and on the ; ob trainees as indicated. i Check Appropriate Block Name and Address of Firm L/Contractor Sub-Cuntr. Prank Coluccio Construction Co. Inc. Typ<• of Construction Name, [)cation of Project Report fer period Ending City of Renton Matermain North 1/74 EMPLOYMENT DATA Table A n w i1; y Total Total Black Asian Amer. Spanish Appren- On 1'hc JOB O. TCGORIES Empl. Minr. Indian Amer. tires Jnb - 'r} a;•' T Trainee ht F M F M F M I F i M F M I F M F M F ,•i•., r, a s anger_;_ ..,, Supervisors ¢ecrorarial _ E ai meet Operator tk'c.enics Truck Drivers Ironworkers Car�eniers Cement Masons Electricians 1'i n: ittrrs Yl�un,er- i'•�i nters i.•.�or�rfi Remy-S ilcp Li.)rors floe 1 c, - 48 Table B A ,renticcs On t w Jub Trainees Affirmative action taken or proposed to increase minority representation in permanent work force: President 6- -76 Prepared By: (signature and Title of Contractor's EEO Officer or Rep. 1 Date 0% CONTRACTOR EQUAL EMPLOYMENT OPPORTUNITY REPORT .r� . This report should be prepareu and maintained by each Contractor and Covered Subcontractor(s), monthly, throughout the life of the contract. Subcontractor should report contract a1w, employment data pertaining to their subcontract work only. The man power figuiaa to 'tw reported under employment data should represent the work force on board monthly. Each responaible Project Engineer representing the City will ensure that these contractor reports will be submitted with their monthly Progress Estimate Report/Progress Payment. The man power figures to be reported in Table A should include journeymen, apprentices, 0 a and on the job trainees. Man power figures to be reported it. Table B should only include apprentices and on the job trainees as indicated. Check Appropriate Block —� Name and Address of Firm ©Contractor =Bub-Contr. prank Coluccio Construction Co. Inc. Type of Construction Name, Location of Project Report for Per:od Ending City of Renton NorthWatermin 74 _ EMPLOYMENT DATA _ Table A Total Total Black Asian Amer. Spanish Appren- On The JOB CATEWRIES Empl. Minr. Indian Amer. tices Job -Trainee - M F M F M F M F M 1 F M F M F M 1' officia s na ern _ Su ery sors Foremen a Secretarial Equipment Operator mechanics nics Truck Drivers orn+o ern. Carpenters Cement Masons _ Electricians PiPeFitters. P uawer' Painters Laborers, Semi—SkWrAL et a orers Ups ci. e �- Table B A entices t u? n rainees 41 a Affirmative action taken or proposed to increase minority representation in permanent work force: ;k President 6-5-74 Prepared By: !Signature and Title of Contractor'e. EEO Officer or Rep. ) Date r COMRACTOt jLIAL EMPLOYKNr OPIHIRTUNITY RL, '._ VI; - r, Im,,ld be prepared and maintained by each Contractor ❑nd Cnvere9 RI :•..:.o't'aC. •, us):*Iti , hr.:u;;huut the life of the contract. Subcontraccor should report coca a�' au4 •,"•r .nt d,rta lrr•:.;it:ing, to their sulk-ontrect work only. The man power r ii!ur •,:,.;_': u ond,rr crj,icwnient date :,heels represent the work for cr un 1,n,.�d a,Iit hla t :u; rep..;ss;ble Irnject Engineer representing the City will ensure that the.- ccn•.rac,,rr -r- a,r,a will tx! solhaitted ,rtth tbc'ir monthly Progress Estimate Rcport/T*rrtycress Pay�rx r.:.. "11- :ran P!iwr'r ! i;�,:r�•s to be repurted in Table A should include •journeymen, apprenti;es. ..nd rn 'ht job trainees. t't,n r•owrr '"ifnres to be reoarted in fable A should only include apprentice; and on tl;. r- •k +It pri t, ilo,k Name and Address of rir,l Y ' .I , �:I•,t ',.b-Conl.r. Frank Coluccio Construction Company, Inc. 9600 mire Way South Seattle. Wa�98118 i 1 •. htruc; t�,a •..el':, L.eat ion of Project Relr;rt fur Period terser, , Y � City of Renton ' 3rd 6/76 —'� I EMPLOYMENT DATA Table A I 1 "f rt:I; Total I11ac1. Asian Amur. Spani:al 1W C .ifrnRt} Tsui. I Mmr. Indian Amer. ti, r c Tr nee i "'.L. M F M F M P M_ F M F M _T F ,Yil'n f 1t'�n rt �.i:raw or id;afl8 ' i.ti�'1LCLC1iDN — I'i tt• l•:r,, i•lic•.., r 3 229 t24' too — _ .977 . .._.. ti•:•• action 'akrn or proposed to increase minority representation in perrorn.:it �r•rv. i ' r•. n o By: (51pn;,turr and Title of Contractorts EEO officer or Rep. j U,.t• + t C.0277RA(.'1'0h ..QUAL EMPLOYMENT OPPORTUNITY REKIRT - � rfi, $ , should be prepared and maintained by each Contractor and Covered Sr ront:ractar(:,j, ' x .,r,hiy, thraughuut. the life of the contract. Subcorrtractor should report ow act and ,ploymeni data pertaining to their subcontrdrt: work only. The man w pe ng y. power 'i„ures to De r:•(rirt,+d un4er employment data should represent the work force on board monthly. Ioc;, rebponsible Protect Engineer representing the City will ensure that these contract_. , XWr will bn suttnatled with their monthly Progresr Lstimat� Report/Prigr['ss Payment- M,! man power hi<i.res to be reported in Table A should include Journeymen, apprentices, ,.nd op *he job tra•n,e-. n power *i„ures to b.- .eported in Table B should only include apprentices and on as ind:catcu. �` ,., (:Iaeck Appropriate Ulock Name and Address of Pirm _S( n.rdt for �St:b-Conic. Frank Coluccio Construction Con7, Iee. P 9600 Eavire Way South, SMttlo. W„�'riu" e M L,cation of Project Report for Period Ending Mika City of Benton f x termaln North 3rd 4/7S_.�_^__� � � ��,� 7._ EMPTnY?4LNp DATA Table A _ ---yj! } Tot a] Total Rlac{; Asian Amer. Spanish Appri•n- (h, TI'c ' .106 OJ:TfSORTT Empl. Minr. Indian Amer. tires ,iob 1' k F '1 f M F '1 F M I F M F M FrM r ui�rr�-is ,r: ttl r:iripmtnt b,erat.or Mr.ctn V� -- -- !r-7� T-7 r,. 2 84 I y -i I r 2r . l i _ 3 2294 1244 1n0 LZI fil- A77 �� Tabin ii � 11!t.,.41 .ak,�n „r pro- rsed to incrrasc r.�intrity representation in pernan.mt .so Is Z(h !'rvvp'.red by: and Title of Contractor's ELO officer or Rep. Ile tr. ( M1 ti A 5:1 r '�f COT WICire�lliAL LW,44YWMr OPWIRTUNITY RLi ..if FQ.. pl'( l,i5rv(I'Ukl maintained by each Culv'TeClOr .:n(' the life of ^he :-untraet. Subcontractor' 1t,mi,d rej I. i, •m it tl 1N ..iniTk to th•.ir snbcont.ract work ITOV. Tru• m ,i :w, . . ^'+4.r frII I'Ixgna n+ IIr.• hou1J re Pre:-ent the work Porn at, hn;in! x,nthl•, . p i:. - a •..:I,,ih: I'rol.-�t Lng'lnei•i reprf•sentin., th., City •.+ill ensure the t'.ti-;, ^t r. rt.. : 1 1w I.r"x,0! 1vo ,.ilh 1bl-ir uumthly Yrop,renti I.stimrite Re!% rt h•.nl•r•':.. �'-nt: . :. .m p i•• Ir,.. ••, iv reported in Tnhle A should inelode •imirrn•Y• rn, _ _n I-I '. ". .ti•, L tr..,m•ey. . .I y.�s •.: • +.-. :,, . rn• 11,,nr,rt.•,1 in T,)We B should onlg include a,+prenl.iv.• m;.l M { I , I .p: I 1.lnck.� Name end Adler; cif Pi.tJ—_____....... .. '... .8 it t -�: 6-1 mt.r. !rank Coluccio Construction Co., Inc. 9600 ire Way So. Seattle, Wa.. 48118 - 4 ii-eat ion of 1'roje¢t Report for Pri i A T'r in,, •,,. j City of Renton Wateraain North 3rd 3/74 LNT'TJ))4LNT DATA ble 1 .. 1. .. .4 t:t} ` . .._—... f.,•i•i. Tinrl�alac A l-. A:inn Ind A.t-,r�mnl iin 32 32 .- _... is) _ 125 _ ,,.. ,i•J.:.. .,.• I. ,r pro,v ed to increase mirk-irit}• r.,prescn::ti.-.:.n in o.•Inr. alm Title of Glntraf.tor', LIM M' irrr Ill Ref'. 1 7 it .I^ 1 • w .3vr t COMWCTOR EQUAL EMPLOYMENT OPPORTUrJITY RLI'ORT '11tis reeor:. :.iwr..1 be prcpared and maintained by each Contractor and Covered Kona+ly, l:acu,;ho„t the life of the contract. Subcontractor ;Local reps;:t c:ntr:,et and rvJploument d to pertaining to their subcontract work only. The man power figare; t:, tee t e,,n:•�ed under employment data: shot.ld rep-anent the work force on board :ionthl;,. ('at,; reep.rrtsihla Project Engin,ret representing the City will ensure that thesa rontr.wt,a• n'r re�nttl.t• will IN, soNaitted with their monthly Progress Intimate Report./t-ogress PayUR-11 . �.� "r'•�`� Thu natn power fir ur s to b, reported in Table A should include ;journeymen, apprcntict s, ,and on tht Job trainees. �. M n 1,rNet figuees t be reix,rted In Table B should only include apprenticer and on tln " 7 SY NV SL4.,C3 tf::i. _ l r t`I-,ck 11 p t prist:e Block Name and Addrese of Firm ' r p.,nrract�r, Sub Cont.r. !rank Cola+eele Construction Co., 1ne. ; ' 9600 in tia So. Seattle, Zia. MIS _ �, ~T• ,nst,u< n Rame, incation of Project Report f„r Forlod Eed:nt:. City of Renton •`t t,= Aateroain North 3rd 3/74 LMI'II)Yt4.h"r DATA Table A _ t T.,Lal Total A.lack Acion Amer. spanioh n,p,r eii- Or T1,4 Lmp7. Minr. Indian Amer. Lids JA) TraineF i. FI 1' M F M F M F `/ F M F } M F M I I W: t Man:.-ter:, _ < cra q a 6 10 32 37 Tr+ rst t ter,, (9) �� 124 .a 1 Lr rrr c n, r.e 3 64 IQ l r _t.—.} .. j_ .-- Tra ir• ection '.aken or proposed to increase minority r,:pres-jntation in perr.anent toi* � I ' rc•;.arad by: anti Title of Contrar'or's E1:0 officer or Rep. ) U.,to u e v„ASHINGTON STATE HIGHWAY COMMISSIONDan G.HAci re• s-fovrrnor r .N Andrus-Direr for DF^ARTMENT OF HIGH%VAYS Ufnos of Omtrlct Engineer Y S ? r 1050�U!4U ct 7Jl 6 N.E. 4th Street t Bellevue.Mlasherm;l n98004 March 19, 1974 , MAR 2i 1974 r' n,o.R•��a City of Renton city, 4411 200 Mill Ave. S. Renton, Washington 98055 CS 1744 SR 405 Attention: Mr. Warren Gom-son Tukwila to Factorfa Public Works Director Fire Protection Contract 9539 5'ervice Accocrt N=hers 2073 and 2074 .. City of Renton Contract W-395 Gentlemen: "`` • Attached are two copes of the preconecruction conference minutes for the City + of Renton Contract W-395, 'Main Installation on North Third Street betweenp. Houser Way North and Mount Olivet Res." Very truly yours, E. I. ROBERTS District Engines ,. R.,c. R1.RYRRs Project Rngineer �' pfi......._ JSS:ghs cc: Vern Berg cc; Al Andersor �-Ilities juAn N.Rupp Chairman Harold war 1. !f Aker/.•ry,vs,n I .rna Kra. A.H.Parker Harold L.eoulac ti Frank Coluccio Construdion Company, ; C. SEWERS WATERMAINS • UTILITIES 96(Yi EMPIRE WAY SOUTH _3 SLATTLL, WASNINGTQN 98118 (206) 722.5306 '4 March 26, 1974 I{ City of Rentonf, '� Renton, Washington "! Attention: Ron Olson. Oentlesienr In Re7 City of Renton v. 3rd St. Watermir Transimittel herewith is drawing shoving .tLrnate design for 12" and 4" Pressure Reduction Stations for the aboY. projec' which installation we will guarantee in accordant? '=.r with the Plans and Specifications. Very truly yours, PRANK ODLUCCIO CONSTRUCCION CO. VCfawr -_ encl. 1 t '� i EEL— Mdmm� 1 I'^lliTl.�ra�rv,Fn •. ERFII�,M¢yyylYMlla!PrMMIV:IMu rvC/MY,uw... Y'.w•1x 1) �MYwrMMMYN1 "�npff ••6. PLEASE RENIT TO,. "li Burlington Northern Inc. BILL` "° e /y 8U4UN1.)TON LOCK BOX 3270 — LUA Dapt.No. 3746 NORMERN DaceNber 9, 1974 Ded Prepared_ _ I Renton, City of —1 city Ball P'EAsf QUOTE 01.1 P 1. OE NETUNN i Benton, Was4ington 9sGS: COPY Of NLL N/rK aENIFFANCE t I Put expenses incurred by B.N., Inc. forces removing J _ blacktop through the Xing and remove and replace 66 track feet, BS pound, ineludint flange rail at \' I MP 12.+4930 at 3rd Ave. in Beaton, Wash. to al 11 city to place water line.per contract LC 2 rs \ t, ' dated 10-1-73. Tutal tabor 5 Material ^.✓�1875.00 Wash. state tax 1 15.00 'Total Amount of Bill 8 1890.00 mmisunoR� q Please address el/ inp-ilifs hi: r_Y DIRECTOR, DISBURSEMENTS ACCOUNTING DIRECTOR, JOINT FACILITIFS 1ND CONTRACTS .whnptp Nwthem Inc. 176 East Filth$treat ... ( St 66101 ,. .... 3 . -...a,r d: .'ta ". i'�:' 't'+hs$4?.'T0',w•R"Iwlu Uar,yrw ;, v ,. t .. . . .. .. Vice President and Controller Division { 176 East Fifth Street I St.Pw6 Minnesota 55101 r BURLINGTON NORTHERN 'NC. P. O BOX 3270 ST. PAUI., MINNESOTA 55101 t. wNi rr` • IM j TO INSURt PFMPER CREDIT PLEASE RETURN THIS CARD WITH YOUR REMITTANCE logo 1 PROMPT PAYMENT WILL BE AP.T,:ECI�.cC g e • a MAKE CHECKS PAYABLE TO °BURUVGTON NORTHERN INC! .•!fASf REell T0. Among BurFngton Nazthern Inc. SURUNGTON tOCI( BOX 3270 ROOT"[" Bt.VeW, Mmnewb 56101 uI a PLEASE DO NOT TEAR,FOLD,STAPLE OR MOTILAYE THIS CARD x Durlingtoa t!orthorn 201 S. King Street Seattle, WA 99104 Re: I.'Ater Line Crossing remit, ^station f>92?-90, old racific Coast - Pailroad right of way, :,enton, Washington Gentleman. With regard to your letter dated Pugust 30, 1973, the City of renton - will assure the obligation of "l,P90.00 for the Iemit fee with respect to removing the railrcad tracks on K. 3r' £treat ro a 15' f D.T. water limy can be installed across the nigh` of way, ,y { 4 J1 Your office will he notified in advance as to when the tracks will have to be removed. At the rrosont t1mc, the eontrnet is not let but will be in the n^.ar future. Thank you very much for your assistance in this matter. very truly yours, Warren C. Gonnss ,n, F.E. Riblic Works Dirrttor RLO z far 1N is? BURUNMN NORTHERN 201 South King Street Seattle,Washinoton98!04 Telephone(206) 624-1900 SUPERINTENDENT August 30, 1973 t Tha City of Renton Municipal Building 200 Renton11 Avenue ut Washington9805S Pteention: Ronald Utility Loffice nEngineer Gentlemen: Reference is made to your request for permission to place water _ine crossing of Burlington Northern right of way et Station 68nton,onaOld Pacific Cost R.R. right of way nea Our people have te aluad your. 1equest and estimated cost to remove and replace 66 track feet, including flange rail., in order to allow your people to place a water line, is $1,890.00. 00 If you will forward your check in the amount of $to this office, r.ade payable to Buthatgyou will assumern rthis obligation, or letter stating general offices your request will be forwarded on to our ou will be j and our people alerted to the fact that y play g this pipeline in the near future. yy Yc very truly, BURLING,TON NORTHERN INC. r 1 T. W. Mackenroth Superintendenr By rs. o >,nson Renton T-i1S1 .< iP73 BR'kc 1 y E, 9. r... 3 1 I \ . 'hTF vc Yi:�',o.ar •so.ora f/ �' f I r) M p�.?58'Sr9•Q0 . Cif ':r./���'�-r•�5-.Iq.aa. ,.,• � Jnte�[�nc 42TF��� 1 N ' In to ct y n� o R �• r a Y 1 1 D 1 _ f�yw /+ A ° go� o TA co 4 S •1 Yr• • -goIr cn ct w z m,..• x x x� I ,��r • ; t - a o , � c r tj . , / 1 [> 1., n rp � •�� •,.' ry •� t1 Q � l 1• / 1�`\,�� ,tom ,'1 t` � t' � �' 1 l♦ 'lI 1I ,�1 ' I • ct w � � 1 Il 1 , �• ,rf' , . , 0 1 Ct o pcn 1 Wit.; II 11 10 Upon any failure of Permittee punctua:ly aril strictly to observe and perform the covenants and promises made herein by Permittee to be kept and performed,Railroad may terminate this agreement on ten(10)days'notice to Permittre, remove the facility,and restore the right of way to its previous condition at the cost and expense of Permrtr+t. 11. Any notices glean under the provisions of this agreement shall be good if deposited postpaid in a United States post office addressed to Pe.mittee as Permittee s Dori officc address above stated or:,s otherwise directed by Permittn. 12. The license and permission herein granted n subject to permits, leases and licenses. if any, heretofore gra,,:ed by Railroad affecting the premises ulmnwhich said facility is located. Subject to the foregoinq proviso,s, this agreement and all of the cot.�mnts and promises thereof,shall Prune to the benefit of and be binding upon the parties hereto,their respective exr_utors,administrators,sur:essors and assigns. IN Will MESS WHEREOF,Railroad and Permittee have executed this agreement the day and year first above written. In Phisenee of: BURLINGT�ON NORTHERN INC. ( T_ By ` L o�,,, u«« el" w_C � slew 14 tTit W f tie 14 � t { Fam ee0ge a)a 4 1 �t the light at any time when in his judgment it becomes nocvasary or advisebte,to require any material used in tin work to he replaced with like malarial or with material of a more permanent chafaclet, also to require additional work or Change of location of said facility as a matter of safety,or of appearance,or on account of additional backs heing laid,change of grade thereof, construction of a building, or for any other reason whether or not connected with the iperatmn, ,.iakrtenance, or improvement of the railway of Railroad, all of which shall be done at the expense of Permittee in the manner herein provided. 3. P6mrontes shall give to the said Superintendent at least two (2) days' advance noti" of any work to be done by Pe, nittee in the excavation, construction, any reconstruction, maintenance, repair, change of location or removal of the facility, and shall conduct such work in such manner as not to interfere'.with the maintenance and operation of the railway of Railroad. 4. In the event that Railroad, at the regi.est of Permittee,or for the protection of its property and operations,does anv work, furnishes any material or flagging service, Or mcum any expense whatsoever On account of the excavation for, wnst.uction, any reconstruction, maintenance, repair, change of location, removal of :he facility or otherwise,Permittee shall reimburse Railroad for the cost thereof within twenty 120) days after hill- are rerderd therefor.If the excavation for construction, any reconstruction,maintenance,repair,change of location,or removal of the facility,requires any or all of the '• following work: removal and replacement of track, bnuging, protection of track or other railway fat Ptms by work or Ragging, 'engineering endnor. supervisearis,yuch work.is to be perforated,by,fail4dad employees and wit borer by Permittee. 5. In the event any cathodic electrolysis or other -o^ trical grounding system is installed in connection with the facility which, in :he opinion of Railroad,in any way interfaras with any train signals,telephone or tefegiapi, !Ines,or other,faribties of Railroad, Permitf•.i upon being informed by Railroad of such interference sheik forthwith difountinue operation of and remove:.,d grounding system,or take such stepa as may be necessary to avoid and eliminate all such intarferarxs.Pertpiltea further agrees to indemnify and save harmless Railroad from and against any damages,claims,losses,wits or expenses in ar manner arising from at growing out os interference with the signals.telephone or telegil lines of Railroad by the operation, use or existence of any such grounding system. 6. Permittee shall arid hereby releases and discharges Railroad of and from any and all liability far damage to ce destruction of the sad facility, and any other property of Permittee faceted on or near Railroad's premises;and shall and hereby assumes am, and all liability for injury to or owth of any and:ill persons whomsoever, including officers,etployees and agent:of the parries hereto,or io%of or damage to property to whomsoever belonging, including property pvrwd by, leased to or in the care,oustordy and control of the parties hereto,in any manrer arising from or du•ing the construction,any reconstruction, use,maintenance, repair or removal of said facility, however such injury, death, loss,damage of destruction - aforesaid may occur or be caused; and stall arid hereby does indemnify and save harmless Railroad of and from any and all claims, demands, suits, actions, damages, recoveries,judgments,costs or expenses arising or growing out of or in connectii with any such injury death, loss,ddmage or destruction aforesaid,Permittee further agrees to appear and defend in the name i or Railroad any wits or actions at few brought against it on account of any such personal injuries, death cr damage to Property, and to pay and satisfy any final judgment that may be rendered against the Railroad In any such wit er action.The liability assumed by Permittee herein sell not be affected or diminished by the fact, if it be a fact, that any such wit or action broughf against Ha hoed may arise out of neghgence of Railroad, its officers,agents, servatds or employees, or be contributed to by such negligence. Natrit+►ttt+aidiaq Val; h"Nf►iil rNesy begets sINtailoask to •a ka atiamfi"wl ILM 64 la"aatlte4tioa IWlY!< am **Is 06r,111{ss02 or n4tiaoaa, its ornige f, aapilaJaea as aseatse f t 7. Permittee shall not transfer or assign this permit without the wrieen consent of Railroad. 9. Nothing herein contained shall imply or import a covenant on the part of Railroad for quiet enjoyment. I f 9. It Is expressly understood erd agreed that Railroad may at any time canal tMdaerminata this license and permission by giving To Permittee thirty 130)devs notice in writing of its intention to cancel our same and at the expiration of such notice this license and permission chall terminate. Upon receipt of such notice and before' expiration thereof.Permittee, under the supervision and direction of the sad Superintendent, or his authonzed represi.,,tahve,0,0 remove th.. !.rcility from the right of way of Railroad and resio,a thel ght of way zr,d premises of Railroad in a manner and to;uch condition as shall be se.Mactory to the said Superintendent of Railroad If Permittee shall fail to remove the facility and restore the sod right of way to such condition within sad thirty(301 day period,Railroad at its option may remove the same and restore the sad fight Of way to its Previous condition,and Permittee shall pay the cost and expense thereof to Railroad. 1 a C,' ' P rise 211,929 THIS AGREEMENT, made this let day of O04ober 1973 , between BURLINGTON NORTHERN INC., a Oelawarecorporation,hereinafter called"Railroad,"and elly Or RRtlOR, whose post office address is MY/iailal Bldg., 200 Mill Avenue It., Renton, Wepbiufton 98095 hereinafter called "Permittere" WITNESSETH N,•road, for and in consideration of tie fee herein provided to he paid to i! by Per militia nil of the covenants and promnve ncreinshff made to be obriervaid Ord perfnrmM by Permitter,does hereby gram to Permitter license and permiaior to excoriate for,construct,maintain and operate a 16-inch Water pipelius crossing U • hereinafter referred to as the "facility,"upon, along or acre%the right of way of Railroad,underneath the surface thereof, and under the tracks of its railroad, as the case may be, at or new Renton Station, in the County of Gins .State of Washington to be located as follows,towit: &t survey station 682 plug 90-3011e post A plus 4930 feet- -colored red dK•wn bt^ on the Mat herrto attached, narked Exhibit "A",dated July 9r 1973 and by this orfwence thereto made a part hereof. Permitter in consideration of such license and permission hereby -ovenants and promises as follows: is Parmiteewill pill in WArmto Railroad for this permit the sum of Ong Dollar ($1.00) for the . full terra "Ol llt of fables is hereby aekaowledfed, also a". taxes,argil astesmmts that may be turned or assessed against said facility.Railroad reserves the right to change the sad charge at any;ime while this permit remains in effect upon thirty(30)days written notice.Thi.provision for payment shall Iff in no way restrict Railroads right of termination under Paragraph 9 hereof. 2. Permitter, at Parmittee s sole cost and expense, shall excuatv fnr, construct, rrwnstruct, mairtain and repair the fruitypiringthemmetwt.at---- --reeelmi,,, is aeaorlaa_ i with afgoifieationa provided Al swissi data& "no 14, 19738 heretofore approved by tare R&lroad's ■N�YIIfi1 •alaaMr RaFtrtepleid• t a "I fill In the gat*etlon, and restore .he surface of the ground to nil previous condition subject to the of pw Oildsfoa qJ fledroae saponwhich the facility is located.Said Superintendent shall hue Oil it s T Pat— 6ulf"NG7ON NORTHERN 176 East Fifth Street iNDUSTRIA.L AND REAL ESTATE St. Paul,Minnesota55101 DEVELOPMENT DEPARTMENT Telephone(612) 227.0911 in Mr. Warren C. Gonnason October 10, 1973 .- Public Works Director Re: Station: Renton, Wash. City of Renton Municipal Building Permit No.: 211,9P5 200 Mill Avenue South Renton, Washington 98055 Date: October 1, 1973 Dear Mr. Gonnason: Purpose: 16-inch water pipeline crossing Enclosed for your record and file is the executed duplicate copy of the above mentioned permit,• very truly yours, Albert W. Grauel General Manager Leases r f, i . l�ti ft fi, THE CITY OF RENTON MUNICIPAL BUILDING 200 MIiL AVE.SO. RENTON,WASH.9W55 % smR I V AVERY GARRETT,MAYOR • PUBLIC WORKS DEPAP'MEN7 O 1j, Warren C.Gonnason. Director 9R?fi SE PAO-0 January 7, 2975 � rr RonorahZe Avery Garrett, Mayor Members of the City Council Subject: N. 3rd Street Water Main .W-39e), !'AG 007-74 Final Payment of $13,8d0.78 Gentlemen: ' The above referenced contract was opVZeted by Frank Coluceio Construction Company, In on December 16, 2974, and accepted by the Department of Public Works the same day. rt is recommended that the City Council accept completion of the project as of January 13, 2975. if, after thirty days, no liens or claims are filed against this project and proof of payment of tax liabilities is received, ii is recommended that the retained amount f $8,951.64 he paid to the Contractor. Very traq yours, I Warren C. Gonnason, P.E. Public Works Director ES'p»Q Attachment '• 1 r,• i .. ,�.:_.....vre..^m«hw.—.YwoM�1.eH{.�NYYI[NOhvi�x{ivlily.YlUd+�. A4'�t',rs .vT+^..V• .e.DATE JanwM 2, 1975 TO: GWEN MAFiNALL, FINANCE DIRECTOR - �� i FROM; WARREN C. GONNASON, DIRECT.A OF POBLIC WCAM V , GJBJECT: Estimate N0.2(FinallContract N0.007-74 Project: N. 3rd St. Water Main (W-395) Y SubTAittsd herewith and recommended for payment is Estimate No. 2 (Final) `- ., .. . . . for work performed by Frank Coluccio Construction Co. Inc. �- Amount previously paid Contractor $ 71.447.60 „... Amount previously retained $ 7,497.12 Mount retained this estimate 2. (to be allocated from the following accounts:) �1e7 i t S3 v 3 L GU t ) $�ao__� 3, Fbo.7JV Amount 17e Contractor This Estimate $ - GRAND TOTAL s d4,259.82 The amount due the Contractor ..his Estimate is $ L ._ rhich in to be paid from the following accounts: CN,,^ :b OF 19(» CITY OF. iRT1FJCAT1^_N ♦I 1iiw ONi(41 Ho, •TMr.I YIIDIA i"t aIAYlwIN MAW ",. 1YNMMIi.t O. 1N4 •Icto 0tho o on ♦e1 ,AND* Nr N10N11DD Ae Oak .:.ago Nag IM,AND TVAI TMA C✓1a ID A 1y J1, aY4 AND YMAAID C04SATIOn A{AIM 61 TN{ CITY aA as"TOM, AND THAT I AY AOTNONIIND Ta AY-N{N•ICATI AMo C[NTIIT TO SAID OL"a. VLsMp slcMTm \ 1F i N RENTON, HIGH PRESSURE, IND. SYSTEM W-39.5 I a� TOTAL :CHEDULE OF PRICES •:� (w-395) . � •N. 3rd STREET r TOTAL SCHEDULE A 6f.,535.91 1 ) TOTAL SCHEDULE E 10,214.10 TOTAL SCHEDULE C 20,110.19 _ T'YIAL OF ALL 96,860.20 SCFZDULES i DATEi__ THIS 20LF DAY Jr Dec. , 1973 i SIONEO'.__. TPfI.E President ADDRESS 9600 Empin A:+v So "e tt)e V U_ AJJL i ' ' r SCHEDULE OF "C" PRICES i (W-395) N. 3rd Street a Sub-Total $ 19,098.00 5.3% Sales Tax g 1,012.19 TOTAL 20,110.19 THE UNDERSICNED HEREBY AGREES TO START CONSTRUCTICH WORX ON THIS PROJECT IF AWARDED HIM WITHIN TEN (10) DAYS AND TO CCHPLETE THE WORK WITHIN SIXTY (60) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. 'ATEe is 20th DAY OF December , 1973 t SIGNED TITLE President ADDRESS 9600 Empire Way So. , �, Seattle, Wash. 98118 INN { t .. ..xJ.+/ .•I� .+W..yIL1�YIw 1Ya.+iwi r�rr+r a_. _._. ..— a ..�••....a-a... •a...�� .u.:...a... • a m ECHEDULE O° "C" PRICES :r (W-395) H. 3rd Stzaet Mote! Unit prices for all items, all extensions and total amount of bid must be e shown. Show unit prices in both words and flgu:es and where conflict r t occurs the written or typed words shall prevails.) Q APPRQXIMA'1B UNIT TOTAL ITEM QUANTITY DESCRIPTION PRICE_ PRIG_ 1 370 LF Furnish and Install 24" Ductile Iron Class 1 (T.J.) Water Pipe $ '^i,L f+.," .Inl1,ra ,^ S 3`z.00___ $ 12,950.00 Per L.F. (Words) (FiOures) - 2 36 Lr Furnish and Install 12" Ductile: Iron CL #2 (T.J.) Water Pipe Twenty dollara _ $ 20.0n _ �20•U0 ' Per i.r. 3 •800 LF saw Cutting of Asphalt $ Ono rrnr _ S U.(tL_ S 8.00 Per LF 4 2 EA Furnish and Install 2" 9)a+ Off Assemblies S nnn h,u, 1r,d fifth( dnllara Per Ea 5 4 CY Furninh and Install Concrete 8lockin; '. $ Thirty dyl tarty ,`�],.s 01) S 120.Oj) Per Cu. Yd. 6 200 TON Furnish and Install Select 6aa'r.fill Material $2We do I am _ 2.00 S 400.00 Par Ton 7 20 T.7N Furnish and Install Tmporary M.C. Cold Mix Asphalt Restoration ,$ I'v n y do la a y 20,_00 _ 5 400.60 Per Ton s 220 TOW Furnish and Install Asphaltic Cone. Surface Rentoration ^" }' Tysnty dnllnrn 20.00 " 4200.1 Per Ton - r , - :;y � 1° r '4) 3' • � .a1 �.IY�..Yrr..a.�+•"`, -_..�i...0... - � Ott �{..i..a ter{....r.ra..�..r. .x.Iw.-. _ a✓�wa. // Ir [. y SCHEDULE "B" OF PRICES (W-395) J N. 3rd St. Pressure Reducing Station (Note, unit Prices for all items, all extensions and total amount Of Li-i must be shown. Show unit prices in both words and figures and whore conflict occurs th wrltten or typrd words shall prevail.) UNIT TOTAL !^ APPROXIM7.TE inICE .. e p ,Tr UO AM'IT DI=�C'RI PTION I 1 EA Ptucnieh materials for a 12" and 4" proseurs reducing station with A pre-ca"t concrete vault. 8.000.00 8,000.00 L, Eight thousand YY. S8°0 STkirla4txe dollar-, Per Es. (Words) (Figures) (Figures) 2 1 FA Installation. of 12" and 4" Fraasure 130000 1300.00 �' Reduring Station and cot... ••+ . , ult srraxBA- . / L -gX"HX3iXg8ISA7(l(X Thirteen hundred dollarOL-21 69 ,_Y Per Ea -( 3 2 C.Y. Furnish and Inete'll Conc. Blocking 40.00 80.00 6YBXX 7 ,. t Maxf. �. k0H1lXY1N1X7tR?4i(7( F.irty dollars S , Per Cu. Yd. 4 16 TON Furnish and Install :elect Backfill g,00 �L 80.00 Ma'cerial Five 39 2_�- C (� $)%{y;,7(i(ltYYyggtfZlCK dollars t >s�� ( Per Tuna Y. B TON Furnish and Install Asphaltic COnc- 240.00 Surface Restoration S 30.OD SI4RY&9 f ' ' a Thirty dollars -Per Tons y Sub-To:Jl 9790:00 _ 514.10 5.3% Sales Tax 5 ------ TOTAL $ 1U1 .10 STRUC-rION WORK IS ARCED NIMGNED BIDD"INTENHT 0)YDA AGREES ANDTTO TART CON THE WORT( WITHIN STY 1 ER s XTY 160PRC,)7ECT Ir CWSMTIVE CALCiDAR DAYS AFTER STARTING CONSTRUCTION' 20 DAY GF cr _thy -• 1t7D :- SIGIIE Praalrl « r Ap11Sse 9600 F.mntrP Niv aB ae to tic. ti'n. 98113 r } ; r , . 3 H:. 3F�Y p0 '?C±, ,r SCHZLULE "A" OF PRICES ... ,. (W-395) N. 3rd STREET A, PROe]LATE UNIT TOTAI. ITEM - C_,�UTPIT}TY DESCRIPTION PRICK PRIM; y 7 10 1 EA Furnish and :rctal'. 12" Gate Valve (FLxMJ) Assembly S Four hundred dollars _ S 400.00 g 400,ON Per Ea - 11 2 EA Furnish and Install 6" Gate Valve (FLxMJ) Assembly $One hundred fifty dollars b 150.00 $ 300.00 Per Ea 12 20 C.Y. Furnish and Install Conc. Blocking 30.00 600.OU $Thirty dollars S $ -. Per C.Y. 13 1500 TON Furnish and install Select Backlill Material $Two dollars $ 2.00 S 3,000.00 Per Ton 14 70 'TON Furnish and Install TmFvrary MC Cold Mix Asphalt Restoration 050.00`�• gPifteen dollars b 15.00_ 12 i'er Ton .., 15 760 TON Furnish and Install Asphaltic Conc surface Restoration$Twenty 10.UO dollars $ 15,? 0.00 Per Ton f- Svb-Total c 63 197.00 `r1.-,• 5.3% Sales Tax b 3,34H.91 TOTAL `• 66.S:S5.9,j. 140 UNDERSIGNED' BIDDER HEREBY AGREES TO START C011:;TRU(.TI(?4 WORK ON r1tIS PROJECT IF AWARDED 11114, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN SIXTY 4607 CrAjSZ IVE CALENDAR DAYS AFTER STARTI11C• CONSTRUCTION. t �d;ih THI5 ?Oth ____PAY OP/ ,9 j n Ej r 971 TITLE R4SYd'. Yresidene - - Seattle, wa Nav t )a Seattle, Wa~ihingt m 4 . , ri;s Y x ,1 o c K�d, caw. 1 . .. . � _ SCIIEDUIE "A" OF Y1t4C6S x. M1r'. (W-395) a 11. 3rd ,Street ?- )y (Gotetf tnit prices for all items, all extensions and total amount of Lid must _ ,• be sh(;m. Show unit prices in both words and figur(.o and wito.0 con- _ flict occurs the written or typed words shall prevail.) UNIT TMAL APPROXIMATE PRICEPRI E t t�' _ITEH OUANTITy DF.SCR71Y1'ICN 1 1300 LF Furnish and Install 16" Ductile t Iron. CL M2 (T.J.) water Pipe 5TTw4nty-five del"rs 5p5 0n S2?,�Snn.DD. .'kl'' Per L.F. (Words) (Fiyures) 2 140 LF furnish and Install 12" Ductile Iron CL 02 (T.J.) Water Pipe erlftgC dollars 515 nn — Per L.F. 3 is LF Furnish and Install 6" Ductile Lron CL 02 (T.J.) Water Pipe �sja d 11 r $A on Per Ea d 49 LF Furnish and Install 24" O.D. Steel frr 1 casing pipe. .406 wall thlckneset / • < open cut .ngtallation JJJ! i .. t. �TventLs t�� lo'lers $5.nn Per L.F.„ 29.001�1 5 2900 LF saw Cutting of Asphalt g� .4 Per L.F. ; 6• 2 EA Furnish and Install 16" C. +sa 200 ' Butterfly Valve (MJxMJ) Assembly Gip 600.00 ,p LTl,frteea hundrf d -1lars Per to Furnish and Install 16" Class 150 Butterfly Valve (MJxM7) AssmtblY 1.000.00 1_]„Q0.0+rz0'� $On* LhOYs9R5)_S�1)flIM1 V Per La ►L'M:� 1 EA Furnish and Install 16" Class 200 .1 Butterfly V1eve 111xFL) Asscc,biy '"`'• e tD + DD 3��YA0 i A . . Per Ts t f 5 EA Furnish and Inntali 12" Gata volve '.'g (MJaMJ) Assembly V y $..PP1: t,.,ndred dn.11are Per EA .a t r- a y s, arF X kv 00 Frank Coluccio Construction Company, Inc. SEWERS WATERMAINS • UTILITIES P600 EMPIRE WAY SOUTH f SEATTLE, WASHINGTON 98118 (206) 122-5306 March 14, 1974 City of Renton Department of Public Works City Hall Renton, Washington 98055 .;entlemen: In re: City of Renton - North 3rd Street Watermain Transmitted herewith is certified Statement of Iotet.t to Pay Prevailing Wages on the above project. Very truly yours, FRANK COLUCCIO CONSTRUCTION CO. I Office OfRR , avr encl. W F LOD 1�,.i IS IS?4 PUBLIC Wo-,3 DEPT, CITY Or' f, NTON ? ( /Vo r' 12 t `7C%.,jA-7E9Lo 14 F >( i.vtAc7 � "� � vfw coAv4 risry EX rL M" OK 0g' /-z C. � E" f )cC ELC .4 'NT No /ruses 0xp 70tCRc, 1� 1. ES /Va DI.S7 .4 )vc1 rw�EN F/�tS fox VAL.vC SL FLFST" /1 L:-YC-,rV.4-rr' o(. 1� r.� O F i1 � R. � t�� � � ilk •� ; � � a � w it , t • 1 i t I } t }s• t 'f y, r + f p " Ir it 14 x f• �'�. 1„ r4. � •-.!H y. 1. � Y1 'tb * F. ti„w _ ., r +' i L fit elm As Q CI 1 r� •.aa@I�.lDX�M6 j � �"ta� � r —��..ryr r '� 7iC��� .afar ai!'aa ar o t 911,1 Jt11.TA »•w :Pnrr-0 f ♦ a i a r ■ l A. y� •�Ss3S is .e sswrM r a i J wy Vy1 !IM^ A s •tl.�..ar�.. '1 ,.�M' �/�, .-v «w•a +v,a aV O Od a+I* f + J i 9pa� 'A� tJ irr{'i8 t•lS.M!!y � ff t !.� V '1.I�1 T w� ,•• � 'ti�Y�T y � �� .•��aw r �• .:.10. f ' 't➢�M J �.afaf���� �LN • 'ram j. ; _ .r....+.......v<a+•+rw sar..),fit+..! .r� w — s T1 a•a,•ar l'!•i �. k - •�i V .YK MITI 'fT!' .�w�.Y•��l Nw•t!ti r.M � � � � s �, • S -- ., $"a.�Mp J •a w ! i 1 1 F _ c � �ns lLclaws `t .vae,' QUIZ s wr t S gg �la�, M .,� • Z i t T � 1 __3 __Sr . _c. ' a a oet a e a a e • Sk w ti y �•:.1y ` "ove towmay � � a '. � ` r ~� , S! wyat � � we�i � R.'p •� Z '"+. 44 �i �� titti vow avow Oro tow vt faw 4 ve'�' !.{V*A s .-"" ~ / APO Oro A i a 1 s t � � s, r � t Or~ O _y 4 FRECONSTRUCTION CONFERENCE MINVIES City of Renton Project Number W-395 Title: Naiu Installation on North Third Street between Houser Way North and Mount Olivet Res. Washington State Highway Departr ant Permit Number 7-16-17 to construct and maintain a 16" watermain s on North Third Street Service Account Numbers 2073 and 2074 Attendance: Vince Coluccio Frank Coluccio Construction Co. Inc Ron Olsen City of Renton Al Anderson Washington State Highway Department Bob Juatin " Jim Shaw " The meeting was held at Renton City Hall, March 15, 1974 at 11:00 A.M. Mr. Coluccio stated that work would begin March 179 1474, His last order of work would be to tie in system'15 of State Contract 9539. The City of Renton will request payment for tieing in system 15 through Service Account Numbers 2073 and 2074. The Ststa will mark the ends of the 6" pipe at system 15. This pipe is Class II Ductile Iron Pipe with mechani•al joint fittings. H Jim Shaw is to be notified when the mntractor ties in system 15. Traffic Control for work performed under pemit 7-16-17 will be approved by the City of Renton Traffic Department. The meeting was closed at 11;45 L.M. Minutes were taken by Jim Shaw. JZS s ghs a, �:. 1. rY 1 SCHEDULE "D" or PRICES (w-39o) N. 3rd St. Pxcssuro Reducii.g Station (Notes Unit Prices for all items, all extensions and total anount of bid must be shown. Show unit prices in both words and ficures and whore conflict + _ occurs tho written or typed words shall prova'.1.) i APPROXIMATE UNIT TOTAL t M OUR14TITY DESSCRIPTION � PRIG: PRICE - {} 1 i EA furnish materials for a 12" and 4" � f pressure reducing station with a pr,-cast concrete vault. n Per Ea. (Words) (Figures) (Figures) 4�. 2 1 EA Installation of 12" and 4" Pressure , ".:• ; Ru ng Static and cone. vault +-. Per E 3 2 C.Y. furn1ah and Install/Conc. Elocking `. t •.trrd K S c2 S.Do 5 .S D.Oo { "''� Per Cu. Yd: "+ ,3 4 16 TON Furnish and Install Select Backfill Matsrieo al cr; Per Tons S TON Furnish and Install Ar,.naltic Conc. .,w• Surface Restorati n Per Tons Sub-Total 5.3% "lea Tax S 701. G / TOTAL -1!z U))DE.L31GI .D JIDDER HEREBY AGREES TO START CONSTRUCTION WMR ON T11IS PROJEC"i XF - %,AFDED HIM, WITHTN TEN (10) CAPS AND ',0 COMPLETE T){E WORK WI'rHIN SIXTY (60)' r _ •:'44EErUTIVv CA'BNDAR DAYS AFTER STARTING CONSTRUCTION. i'7.TY o,� i l c 1'HIB�._/� .�— —DAY OF-Dre,_C L4kila 1'7J j TIT7E �;?_S G, n Sr Ii t ADDR&:68_r�.�„� •'�OX 1 1 y �L. 1 r SCIIEDULE "A" OF PRICES (W-335) N. 3rd STREET APP�0)CIMATE UNIT TOTAL I'"FN QUANTITY DESCRIPTION _*'RTC?: PF:I(.A� „J 10 1 EA Furnish and install 12" Gate Valve ' ( J) A senbly _�3 Q•JL� c ,,��iri/ Per Ea 11 2 EA Furnish and install 6" Gate Valve (F-o J) Ass 1 i?eye _ S /Sj2,_w J2 Per Ea 12 20 C.Y. Furnlc and In t 11 Conc. Blocking Per C.Y. 13 1500 TIN Furnish and Install Selcct Backfill Matezl Per Ton 16 70 TON Furnish and Install Temporary MC Cold Mix Asphalt Restoration Per Ton 15 760 TON Furnish and Install Asphaltic ConC Sur ace Restoration JO a0 Per To .• : —_. v j`445, 711 'fy3," — Sub-Total s 3\ s.1•e Sax . TOTAL TICE UHDER.SIGttED BIDDER inf"Y AG EES TO START CONSTRUCTTOt1 FORK Cti 'THIS PROJECT IF AWARDED. IttM, ,WITHIN TEti (10) DAYS AND TO COMPLETE TtZ �,ORK WITifIN SIXTY 160i CONCSCUTIVE CALENDAR DAYS AFTIR STARTING CONSTRUCTION. 7 DAY OF_ 1 Y.SIGNED A2 ADDRBS 34"• < Cam.✓! 1`�Gam) ) w c � a J , SCNEDULE "A" OF PRICES (W-395) N. 3rd Street (dotes . Unit prices for all items, a13 e)ttensions and total amount of bid must - be shown. Shaw unit prices in both words and figures and where con- flict occurs the written or typed words shall prevail.) APPROXIMATE UNIT TOTAL 4 ITEM OOANTYTY DEIct SCRIPTION PRICE— �R f '. 1 1300 LF Furnish and Install e V-.�Ductile 3 pp rt: )Iron, CL 8 (T.J ) Water Pipe • d Per L.F (Words) (Figures) - Y . 2 140 IF Furnish and Install 12" Ductile Iron CL 02 (T.J ) Water Pipe Per L.F. 3 18 LF =urnish and Install 6" Ductile ( Iron L 82 (T.J.w Water Pipe Per Ea 4 40 LF Furnish and Install 24" O.D. Steel casing pipe, .4CO Wall thickness, o en t installs ion * Per L.F. 4 + 5 2900 LF Saw Cutting of Asphalt 7 _ �/D 7S•oe Per L.F. 6 2 EA Furnish and Install 16" Class 200 But rfly V 1ve ( JxM ) Assembly . _ . Per Ea 7 1 EA Furnish and Install 16" Class 150j B�-t� jxMJ Assembly Per Ea {( < I EA Furnish and Install 16" Class 200 t out[��q,Lr�fl�y ,V/ �ova��p`�FLxI'L) Assembly Per Ea 9 5 FA Furnish and Install 12" Gatw. Volvo OFFICE OF THE CITY CLERK JANUARY 7, 1974 WATERNAIN INSTALLATION - N. 3rd STREET Bid Opening - December 20, 1973 CGNTRACI'OR aEEO SCHEDULE A SCHEDULE B SCHEDULE C TOTAL The Ballard Co. x S 74,865. 14 $ 9,653.90 $ 22 , 312. 54 $106,331. 58 1537 N.W. Lallard Way e Seatt.'e, WA 98107 Frank Coluccio Constr. Co. x $ 66, 535.91 S 10, 214. 10 $ 20,110.19 $ 96,860.20 9600 Empire way So. Seattle, WA 98118 DiOrio Const, iction Co. $ 65,528. 19 S 11,418.73 $ 23.778.95 $100.725.77 7265 2nd Ave So. Seattle, WA 98108 LDL Land Development Co. x $103,180. 31 $ 11 ,836.56 $ 30,601. 23 $145,618. 10 1529 West Valley HWY. No. $1.45,196.90• Aubur:, , WA 98002 L. R. Stanley Const. Co. x S 78, 387 .88 $ 1.1.9319.61 $ 22,767.97 $115,095.46 P. O. Box 747 $115,046.06' Issag•iah, WA 98027 f • Engineering corrections Engineering Estimate - $101,000 . THE CITY OF RENTON A a MUNICIPAL BUILDING 200 MILL AVE.SO. RTNTON.WASH.880b5 O,p b AVERY GARRETT,MAYOR DELORES A sAh,.D p CITV Clu■ 9,TF0 Sr PTE�� January 15, 1974 Frank Colucoio Construction Co. 9600 Empire Way South Seattle, WA 98118 Re: Watermain Installation - North 3rd Street Bid Opening - December 20, 2973 Gentlemen: The Benton City Council, at its regular meeting of January 14, 1974, hap a.,.rded the above-captioned bid award to your company, as the low bidder, in the amount of $96,860.20. Please furnish insurance and undated performance bonds so the contract dotniments may be eorVleted. Please get in touch with Dick Houghton or Ron Olean, Public Works Department, 235-2631 for any further information required. Very truly yours, CITY OF RENTON ,h„lc4tta� Q )Y�1d� Delores A. Mead City Clerk DAM:j t 1 4 ov rtr tip, THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH,98055 O,p$ P AVERY GARRETT,MAYOR DELORES A. MEAD 9 C-Tr C111c 4lto SEP�E January 15, 2974 ■ The Ballard Co. 2537 N. N. Ballard Way Seattle, WA 98207 Re: Watermain Installation - North 3rd Street Bid Opening - December 20, 1973 Gentlemen: The Renton City Council, at its vagular meeting of January 25, 1974, awarded the above-japtioned bid award to the low bidder, Prank Coluocio Construction Co. , in the amount of 096,860. 20. Thank you for your interest and your bid. Very truly yours, CITY OF RENTON Delores A. Mead City Clerk ✓AM.� o F A OV �'"=N THE CITY OF RENTON MR MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.55055 IO IF q AVERY GARRETT,MAYOR DELORES A. MEAD v ' CITY CL19K 9�lFC SEP�E� January 16, 2974 .I DiOrio Construction Co. 7265 2nd Ave. Seattle, NA 98108 Rq: Watermain Installat'on - North 3rd St. Bid Opening - December 20, 1973 Gentlemen: The Renton City Council, at its regular meeting of January 25, 2974, a-- -dad the above-captioned bid award to the loci b r, Prank Coluooio Construction Co., in the amuunt j $98,860, 20. Thank you for your interest and your bid. Very truly yours, CITY OF RENTON Delores A. Mead City Clark DAM.,t '� 1 pF KI%L k t. THE CITY OFRENTOf�1 a MUNICIPAL BUILDING 200 MILL AVE. SO. NEN iON.WAtN.99056 AVERY GARRETT.MAYOR DELORES A. MEAD C9� CITY cuNa p�TEp�PTE January 15, 1974 L. R. Stanley Construction Co. P. 0. Box 747 Issaquah, WA 98027 Re: Watermain Installation - Sorth drd Street Gentlemen: The Renton City Council, at its regular meeting of January 15, 1974, awarded the above-captioned bid award to the low bidder, Prank Coluccio Construction Co. , in the amount of $96,860.20. Thank you for your interest and your bid. Very truly yours, CITY OF RBRTOA Delores A. Mead City Clerk DAM:f t u.( THE CITY OF RENTON M A MUNICIPAL BUILDING O MILL AVE.SO. RENTON,WASH.98055 ,p b. AVERY GARRETT, MAYOR DELORES A. MEAD '$ 9. uir [16l. +�TEC SE�E� January 15, 1974 LDL Land Developm..nt Gu. 1529 Nest Valley Highway No. Auburn, NA 98002 he: Natermain Installation - North 3rd Street Bid Opening - December 20, 1973 Gentlemen: The Renton City Council, at ite regular meeting of January 25, 1074, awarded the above-oaptioned bid award to the low bidder, prank Colueoio Conetruation Co., in the amount of $96, 860, 20. Thank you for your interest and your b, Very truly yours, CITY OF RNSTO'NN Delorea A. Mead City Clerk DAM:jt 1 1 'N i Dal Msad, City Clark Ronald Ole", Utilities Engineer HATER OPM 0391 - N. 3RD ST, Attachad berevith are five docuaents for Your inspection and transmittal to the City Attorney for Hater Bond Na. 393, H. 3rd Et. Ronald L. Olaen Utilities Eeytitrer RLO:w Atte. e 4� 'r;y Y . } ti �Y �Y til February 20, 1474 Cara^d Shellau, City Attorney %onald L. Olson, "Itilitiea Lnginser W it 395 WATERMATN I49TALI.ATION R. 3rd ST. We forward herewith for ywr approval, contract Iocu"nt 49 above- captioned. All blanks wilJ be completed upon execution. Thant, you. Romald T.. Olsen Utilities Fnginesr RLo:me Attt. t INTEROFFICE CUkkb';eONDENCE Date 2-26-74 TOr Ron Olson, 7.,gineering FROM: Delores A. Mead, City Clerk SUBJECT: Frank Coluccio Constr. Co. CAG 007-74 --------------------------------------------------'---------------- kx We return herewith fully executed document (s) , as above-captioned, copy of which we have retained for our official public records. Copy should be forwarded to Frank Coluccio Construction Company and t:,e other for your file. i I t., _ Pursuant to your mean of we return [_J herewith document (s) , as above-captioned, which a have been signed by City Officials and need to be forwarded for further execution by Please file a fully executed copy with the City Clerk's office for our cermanent records when received. Thank you. DWMC cot 1 ~� STATE OF WASHINGTON OF lab NIDUSTRIIS DEPARTMENT OF LAR06 AND INDDSTk16R R SEMENT OF INTENT TO PAY PREVAILING WAGES W74 ON PUBLIC WORKS CONTRACT a,y,•7gA,rtAoµinotoM Awarding AzmcY City of Renton Cnntrset Number W-395 Date C.mlract Awarded.. 2/26/14 County in Which Work Performed King tncation Within Ccwnty. ._. _ . Renton Prime contrao.r Frank...Coluceio Construction Co. STATE OF WASHING v ss. C•rmnty of King In compliance with Chapter 39.12 RCW, 1, the undersigned. being a duly authorized representative of Frank Coluccio Construction company., 9600 Evire WsY.So., Seattle. Wasb. ,"119 _ iGmtrna+.r er Subeontr.rtmY �Aaaiva) do hereby certify that in connection with the performance of work on the public Works project above ,a described commencing. larch 12 , 19 74 , the roiiowing rdtes per hour for each classification of laborers, workmen and mechanics will be pcA and no labcrer, workman or mechanic so emploved upon such work will be paid less thsn the rrevailing -ate of wage as determined by the Department of Labor and Industries a:, specified in the principal coTnatrpa�ct. CI.c681FICA',Oh Or I Wlt NJURLY PAY F MO.BIXLFITB Shovel Oper. - 1 yd. 8.38 1.20 Backhoe Boer. - 60 HP 8.16 1.20 Loader Oper. - 3 yd. 8.38 1.20 Doter Oper. - under D9 8.00 1.20 Oiler 7.52 1.20 Laborer 5.80 1.25 Pipafitter 8.04 2.12 Truk Dr. - 10 yd. 7.66 1.28 NOTE: Attach Additinnai Sheets as Needed FRANC COLUCCIO..CONSTRUCTICE COMPANY Co y a By. Pres. IAuttwrtnN reprt.mlat Vel Subscribed and swoin to before me this 8th _. day of. ...March� __.. 19 74 Notary Public in and for the State of Washington, resWing in Washington. The purpose of this statement is to provide Cadence of intent to comdl,v with. the prevailing wage requirements of Chapter 39.12 RCW. IT IS A PRELIMINARY FILING ONLY and cantiot be construed as application for certification by the Director of Labor and Industries that the prevailing wage requirements as set forth in RCW 3U2.040 have been satisfied. THE ABOVE STATEMENT OF INTENT TO PAY PREVAILING WAGES IS AAFFI�tJED This space reserved for Director's approval �' ent oT abor A IndustretStctaiBEFORE FINAL SETTLEMENT CAN BE MADE inn with an ublic works project it wilt be necessary for the contractor, and any subcontractor to produce evidence of certification by the Director that prevailing wages including fringe benefits have been paid to each classification of laborers, worltm•n or mechanics employed on said project.. Form S. F. 4843 "Affidavit of Wages Paid", or a similarly constructed form should b, submitted for the Director's certification. These forms are avrilable upon request from any office of the Department of Labor and Industries. PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a contractor for payment on a. project estimate shall state that prevailing uage.v have been paid in accordance with the pre-filed statement or statements of intent on file with the Department )f Labor and industries as approved by the Industrial Statistician. COMPLETE AND MAIL ENTIRE SET FOR APPROVAL TO: Industrial Relations Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98501 COWMA0voilel, 01FTSTRUTt APPPOyep STATEMENTS As IOUAMS * r I it C Y aEl.;V%A4AWt1AtJay(D�( 0aENNt QUMUNDV�TATIMCIANW a. . .111141-09-440. .1100 ' f_. it 111 I S w . J 3 I M SCHEDULE OF "C" PRICES 3 (W-395) N. 3rd Street 1 h tiotoj Unit prices fox e71. Stems, all extensions and total amount. of bid must be ' shown. Show uni-. Prices in both words and Prefigure) and where conflict ) occurs the writtmn or type UNT.T TYPAL I AYPBOXIMATE- DESCRIPTION 1,RICF. PRICE ;TEN UAi TY. 1 370 LF ^urnish and Install 24" Ductile Iron C ass 1 (T.-'.) Water Pipe Ypa-�� { i Ppt L.F. (Words) (Figures) 1I 2 36 LF Purni::h and Install 12" Ductile Iron CL Q2 (T. ) Wat 3 Pi 5 /7 _ Per L.F. 3 - . Boo LF Saw Cutting of Asphalt -f a/, n•00 + I 4 2 EA Furnish and Instal. 2" Slaw Off /` Aresnbl;ems //G� .Ll'/ e �r�.O.�YJ �, d_YYJ s.�-�--- s Per Ea 4 CY fl.rnish and Install Concrete Blocking Per Cu. d. ^ -- 200 TON Furnish and Install select Backfill 6 n OD Matnxial Per To 2^ TON Fur.iet, and Install '.GWPo.-ary M.C. 1 Cold Nix Asphll" aster tic. Per Ton i i e 210 TOP Furnish and Install Asphaltic Cone. Surface P.ca oration -jrjJS��.pV Per Ton I 1 M .q•rt� _'R' f . fir ' Ow 'S'Yi Yl SCHEDUIa'. "B" OF PRICES 1 (w-395) N. 3rd St. Pressure Reducing Station (Notes Unit prices for all items, all extensions and total amount of bid must be - shown. Shea unit prices in both words and figurce and whore conflict ; _ oC'ure tha writt•_n _r t• -ed words shall rovail.) rNIT TOTAL Ap PROXIMATE P:iICE Ell. UANIiT C"'OC RI PITON .a 1 EA Furnish materials for a 12" and 4' pressure reducing station with a pre-cast concrete vault. J J� � (words) (Figures) (Figures) a r Ea. ' 1 6A Installation of 12" and 4" Pressure , Redwing S ion sad Cole- per 3 2 C.Y. Furnis and 'Install nc. Blocking Pe -u. Yd. 4 16 TON Furnish and Inctall Select Backfill material `� per,, — SF d Install Asphaltic Cone- 9 TON Furnish an y ` Per Tone �1 1 I Cl Sub-TotSl t„ J . ' 5.3% sales Tax j-73 ,i .l/.jam. 7� �� •1 ),* TOTAL UlrpEi'JICNED BIDDER HEREBY AGREES TO START CrE TK 'IS (G0,) AUARDED HIM WITHIN TEN (10) T,ECT F ' OT.YO AND TO COMPLETE THEHE WORK WITHIN SIXTY LQtSECUTIVE CAIENDAR DAYS AFTER ST11kP2NG COI:STFR)CTION. 1919 go " 7 �J TNIfl Cl Ay or AVOTT .�..�.. FL F ' bCL{CDOLE "A" OF PRICES (W-395) N. 3rd STREE', AFPF20:(If1ATE UNIT TOTAL e ill-?! �)ANTITY DESCRIPTION PRICE —_ FRI�.Fj" 10 1 FA furnish and install 12" Gate Valve ,(.FLxMJ) Asa lyA /, �' , e Pa 11 2 EA Furnish and Install 6" Gate Valve (FL7CMJ) Ass.Onhl/ -- Per Be 12 20 C.Y. Furnip and Install Conc. Blocking C , �lD.oli Per C.Y. / 13 1500 TON Furnish and *nstall Select Baekfill Materirl ' r $ i,�,� voice � S Per Ton 70 TON Furnish and Install Temporary MC { 14 Cold Mix Asphalt Re zaticn � . Per Ton V 15 760 TON Furnish anA Install Asphaltic Conc LI MCI Restorat �/ �� �r7tr+ll�i e /9 6a�o. Per Ton ,- Sub-Total � # 5.34 Sales Tax � f� ( _ r. TOTAL --'}•��? Y' TIE UNLERSIGOED DIUDER ILEREBY AGREES TO START CONSTRUCTION WORK ON THis PROJECT IF AWARDED I)IM, WITHIN TN (10) DAYS AND TO COMPLETE TIE WORK WITHIN SIXTY 160y CCrASLCUTIVL CALENDAR DAYS AFTCB STARTING CONSTRUCTION. / . DAY OF '.t � �1973 DATr' '�- "-y'.�.-- /, � (�.C_a_._, 0) -' TITLES . ., _ .. .. �ir:f'-f��• !%G��, yet'/rs�.Y t 47 + SCHEDULE "A" OF PRICES (W-295) N. 3rd Street (Note: Unit prices for all items, all extensions and total amount of bid must a - - he -hown.- Show unit prices in both words and figures rnd where con- , - nict occurs the written or typed words shall prevail.) APPROXIMATE UNIT TOTAL ITEM _QUANTTTY DESC, PTION FRIG: PRICE 1 1300 LF Furnish and Install 16" Ductile Iron, CI)) N2 (T.J.) Water Pipe z ✓�' c0 Fern .F. (Words) (Figure,.) r 2 140 LF Furnish and Install 12" Ductile + s" Iron CL ,(T.J.) Water Pipe bit c412, YO eio . Per L.P. 3 18 IF Furnish and Install 6" Ductile `{ Iron Cy 02 (T.J.) Water Pipe _ _•� ter Ea 4 40 LF Furnish and Install 24" U.D. steel casing pipe, .406'wall thickness, open rut installs on 55 -- v L.F. 5 2900 IF saw cutting of Asphalt Per L.F. 6 2 EA Furnish and Install 16" C1r s 2+.0 Butt rfl Valve (MJxMJ) As u-' ly - f��_� /;.. L�r �1,r1,:=.2a g _• S_:?. ��o .Gar/ r a - - Furnish and Install 16" Clues 150 Butterfl ,Valve (MJ J) seemb y Per Ea } 1 EA Furnish and Install 16" Class 200 Butt? r I Vlave FLxF1�.) se�b,] t ;iII a t. q , :a. Furnish and Install 12" Gate Vv'Ve _ (MJxMJrttAssembly M Po fk `' aye r ., 3 TOTAL. SCMWLS UY Yxi.1;S (N-395) N. 3rd STREET TOTAL JC'!IE 'A TCTAL SCIMDUYYYYLE II TOTAL SCHlUfi C i TC TAL OF ALL ECSCHEOU Iys, Iq 90 t,—t.Q ice. /?n /� THIS— O Y 1973 /� DATE: �.- (�)YZ V-CXl--E(11 .:.�_ . i) SIGNED ' '"- .�.!' TITLE DL LAfD Da'�LG�htEPtT G�., ifdC. ' ADDRESS 4J Y Y • ' 1. AuauxLt, wnsruLaa'roN ;uoua i i s y L SCHEDULE OF "C" PRICES (W-395) N. 3rd Street Sub-Total .yam.-•,-•( t7 4 b I / _r k . 5.3% Sale. f` +-< /�'4 d•.23 TOTAL o K�,- THE UNDERSIGNED HERESY AGREES TO START CONSTRUCTION WORK ON THIS FROJFCT IF AWARDED HIM WITHIN TEN 11V DAYS AND TO COMPLETE TH3 WORK WITHIN SIXT`Y (60) CONSi.,CUTIVE CALENDAR DAYS AFTER //Y DRTEs THIS DAY OF 1973 SIGNED zz- 1 TLTIE t' ADDRESS LDL LAND D.NCLOUNr CD., INC. 1623 Wal Ynilay nighway AU:SU�iIi, WA`utilliGTUN 6iS� i 1 y- e • I � P ' SCHEDULE OF "C" PRICES (W-395) N. Ird Streot 1 s Notes Unit prices for all itcana, all extensions and total amount Of bid must be ' a Shown. Show unit prices in both words and figures and where conflict , occurs the written or typed words shall provaila.) AIPROXIMATE UNIT TOTAL QUANTITY DF.S�VIPTION PRICE PRICE �- ) i 1 370 LP and Install 24 ctile 7i8h Class We PS SO ;: `-i L.F. (Words) (Figures) 2 36 LF Fill and Install 12" Ductile O / MCL�"�2 ,Jn.1 We r P po QO ✓ ` t Ie Arrr L. 3 800 IF saw tting 0f�lpha" �-0 4er`LF 4 2 EA F ish and Install 2" Blow Off ssr_^cbliesOil O* lG� er Ea S 4 CY Fu�yy��++Seh and lnatall Con c rpto4zi r Cu. Yd.100" u 200 T077 Ljrnisb and Inst 1 Salect B ckfill 6t • rial Per Ton 7 20 TON Furnish and Install Temporary M.C. Qy�j1 Mix Avy.41t Reacxtjtatiyn_� G"Or Ton • 2)0 TON Furnish and Install Asphaltic ce �. ��Sur ac e-osati ^� ' er Ton�� T— to A• + t ) x SCHEDULE "D" OP PRICES f (W 395) i i ' N. 3rd St. Pressure Reducing Station f • (Notes Unit Prioes for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures and uhoro conflict _ ! occurs the wrftten or tined words ahall nrevatl ) - - S APPROXIMATE UHIT TOTAL a t( „ OUr.WTITY QF.SCRIPTION PRICE PRICE 9 1 l BA Furnish materials for a 12" and 4" pressure reducing station with a i . .. pre-ca►t concrete vault. Is— Fez Ea. `i- or'a� &Figure3) (F rae) 2 1 EA In 11 tion of�12" and a" Prey adu xng tion an c va er EA /00 3 2 C,y. and 11 Cong Block i ,,,••_ OAS f j �— r Cu. Yd. s 18 TON FuM�aaland Inatall Select Beckf1.11 p.`O-- ��o 4 a TON Furnish and Install Asphaltic er Tons Sub-TotalL�` 5.3% Sales Tax aL7 �•s ,. (.' ,I ( - TOTAL e // TM2 OND&ASIG4SD DIDDER HEREDY AGREES TO START CONSTRUCTION WORX ON :d13 PROJECT If AWARDED DIM, WITHIN TEN (10) DAYS AND TO COMPLETE T119 WORK WITHIN SIXTY (60)' ' CONSECUTIVE CALENDAR DAYS AFTER R'L c'<'=�.••r is -� �s!:�?r_r�_`r�tkr�—..�.�tz_.z�_1Jr�x __,¢ ��2z' .11a.ls[' �_ i/ r/ ., • :�_, THIS Y • �rrotn!Rts / /� /f - - P 1 SCHEDULE "A" OF PRICES (W-395) N. 3rd STREET , APPROXIMATE UNIT TOTAL a ITEM nANTITY DESCRIPTION Yi",�^_ PRICE 1C 1 EA X�a arnl Ins�All 12" Gate Valve Ass ly S( �t$�5 11 2 EA Fv n h and Install r" Gate Valve (Fl. j/J) Assf' ly ( F f!/ �t v ». 12 20 C.Y. Furnyuh -and Iyatall CWfc. Blocking L�'� G✓ - �.p Kr C.Y. J 13 1500 TON Furnish and Instal select E Kfill {�1 Mato ,{Q Lr' i i GGii V �bQ_ P Ton 14 70 TON Furnish and Install Twporary MC Cniu+�ix Aaphal Rcetora 1 n `,p 1 �j ,4 i4 15 `760 TON Furnish and Install Asphaltic Co c c Su Ce Restore off O'.0 pi .00 r Ton 4e9944- q 7 5pf3 70jw 7,v0 Sub- V S3°/�_ 5 / 7 2 l.�-•-- 5.3�(/s Te,r. St p 72 TOT THE U710MIGNED DIDDER IIERS$Y AGREES TO START CONSTRUCTION WOO TM.[s�:%5�� IF o.AWAXM ILiMr WITHIN TEN (10) DAYS AI:C TO CCNPLETE TIE WORK WITHIN. SIXTY (62), _ COXSECUTIVE CALLNDAR DAYS AFTER lS7vlrty-n DATE --THIS F-l` � 'r1973 LOL LAW DEVELCPMEDT CO" INC. : yr lots WW VcUet ILChwof North /_ •• r AU$Ull14 WAAIIINGTVN Y4WR -IICCA,•. ADDRESS IT; -fei�itSLL'C , ` r . , `.t .: ,3 LOrr • ...., SCItEDUIR "A" OF PRICES (W-395) `' 3 N. 3rd Street (Note: Unit prices for all items, all "ten9ions and total amount of Lid must ; s be sham. snow unit prices in both words ana I.qur�n and where con- flict occurs the written or typed words shall prevail.) s _ TOTAL UNIT .., APPROXIMATE , ITE�1 _ OUAPIT ITY DESCRIPTION PRICEPRICE 1 1300 IF Furnish and Install 16" Ductile�l !J ��t Cl T.J.) W r e / ��/ �, or L.F. tr y 140 LF Fvrni�h and Install 12" Ductile Pro .L N2 (" .) Wat r I..F. M 3 is LF Varnish and Install Ductile D �! I L N2 , .J. ie: i er Ea G J'� 4 40 LF Furnish cps ,Install 24" O.D. Stec- Lac, ip'e .406.wall thickness, cup pins `., la*ion / er 2,900 LF 9tting 9 Asp 6 2 HA Furnish and Install 16" Class 200 Hut fly Valy (MJxMJ) 91y per • _'a �I I^O 1 EA Furnish and Tnptall 1G" Class ).50 p0 00 • HY ly va ( /) Ai. ,. J b ��� , , ,• ' •' tar Es k i furnish and install lb" class 20G fA 14 Hut*mry Vlore (FixSJ�FS -4✓. _ ��Q -( ocrVy Bar L'a MIS/-/6a Z v �•+ ,f S W" ' Furniab and Install 12" r,atA Valve ; TOTAL SCHEDULE OF PRICES (W-395) N. 3rd STREET • ki in 4s I TOTAL SCHEDULE A .. .. TOTAL SCHEDULE B TOTAL SCHEDULE C 2AI Zl 19 7 II5JJC)g6 ,ca6 ��` LeP Orr��j TOTAL OF ALL SCHADULES \ i2 '.'1973 DAT.. Y 10 Zj THIS t� f:aY OF i`r U e t x FICNED_,�1j�r� .. ADDRFSS.. :-f.3....H7ea��.1� .J.O a . I.J<'S.14 f+ 14d'd SCHLOU L OF 'C" PRICES (W-395) N. 3rd Street Su_Totui 5.3% Sales T&c TOTAL THE VNDERSIGNED HEREBY AGREES TO START CONSTRUCTION {CORK ON THIS PROJECT IF AWARDED HIM WITHIN TEN (10) DAYS AND TO COMPLETE -HE WORK WITHIN SIXTY (60) COIiS CALENDAR DAYS A!-TERSTR STARTING CONUCTION. ECUTIVE DATE��� �__. � THIS�,'1 DAY OpLJy O4 1c_ 1973 SIGNED v ) . TITM - -"-� ADDRESS * 1 y SC4LDUIZ na "C" PRICUS (W-335) N. 3r3 Street { Lists: Unit prices for all ite.Ts, all extensions and total amount of 1)id must be t • ehown. Shaw unit prices in both words and figures and where conflict t occurs the wxitte.. or typed words shall prevails.) APPROXIMATE UNIT TOTAL 4 ITEM _.QUANTITY DESCRIPT?ON PRICr' PRICE 1 370 LF Furnish and Install 24" Ductile 1 Its lass 1 (T.J.) ater Pipe i�.its SHe e0 Per L.F. (Words) (Figures) tt 2 36 LF Furnish and Install 12" Ductile t Iron CT}-02 ,{T.J.) Wdt Pi.PI on Per L.F. �.. •,Wspr. ° 'R,y 3 .000 IF saw Cutting o;, Asphalt Per LF i 4 2 EA Furnish and Install 2" Slaw off j Assemblirs (n} '�TT $ C1w �.�. ilQduxnLU�NP`� eo S j7:S.OQ_ SSA eO .. Per Be 4 CY Furnish and Install Concrete - i Blocking On Per cu. Yd. —/T 200 TON .. urniah and Install Select Backfill Material 1�_ Per Ton 7 20'TON Purnish and Install Temporary M.C. cold M4 -Asphal�i Resto7r nr, �_c � s�6tl�t __ SsI.n 1 Per Ton J 210 TC,d 1 :nnish cnd Install Asphaltic Conc. ugPnca A^ terntion Per Ton . F ,. �i aYATTIJ. TACt1MA Pt1HTLAN! JYII } i f PACIFIC 'WATER WORKS SUPPLY CO, INC. .PJRaFRIS AYII AIANCPAITUHrntS AI:Y,YTA RF.FRL9F.NTINI: LEAVING MAYCYAI?V't I:R9 LF NATER W111193. SANITARY PauCF.SN AND INUI-STIMAL rQVIYMENT I{ m 206 $21-6932 a 2900 M1m Avenue, Routh I '� w eLi'ATTLE. WASNIN67"1v 99134 December 14. 1973 q a raged Quotation YoW'T534 q�„= 1 AO C071TPPCf0T1 Subject CITY OF =ON Wate:mol.0 ,''reject for A, 3rd fit. °he :,bola rioes are firm for acceptance prior to January P F ry j+, 197E fi.0.3, truck, job ^euton, in minima. ;000# ahilaeent •. Btyr:r to unlc4e, Aerie net 30 days. ^hlpmer.t: ^,larYal Clmy'con valves P to 12 w;aks, B, rra;,b Butterfly valwa 12 to lh weeks Icwn prate valves stock to 10 weeks, Mttinp.;s rnd bLlenee of material utoek , .. to 6 to 8 -.reeks Yron receipt tf ord!r,ail subject to prior sales. + - 1 DOM All cent iron fittiutn Quoted abo-rc are CL 250 witn fl.entes drilled CL 1P5 per bpecifications. ,his compary stems miAy to gist cutc'ncra the tochuival and enpzneerinP advice of :ts staff in cocrlection with the design, installation eJ une of its products. but any advice, calculationa, drorin;is, estimates or specifications f-uznishod by us must be :hocked and appmved by the custtomr before being acted U?on, end the final and entirs reapmnibility for operstio;t r:d results therefrom reate with tht- customer. Very orally yours, PACffiTC WA431P ilu'rKs^ 3AP?L7 CO., I11C. Tbnald A. Barcinv,, F.ativator DrjB/dp l/ subject to Te.nne aed Cenditlaas On Reverse Side of This Sheet ACCCPTeD:__ ru erncae nna I A C T F I C W A 'r 1; R W 0 P K S 0 U P P L 7 C O. 1 B 1: 2Q00 First Avenge South Seattle, Washington 98131, i December 111, 1973 Quai.P!ien 4 753!1 Pena S Tn: CONTPACTOPG SUBJECT- CITY Or nENT^11 — Watermain Proaect for N. 3rd St. Ttem N quantity Ixncrintlon UN?T "A-CM 1 370 If. 21," Ductile iron CL 1 P.J, vater pipe 110 BIL Contr. to ditermine: :ositi.ve locking device fe.r ehcc%lo rods, thrust 'ocks etc 110 BID h 211" ?LT z h5 degree ell CI a/access. 5)7.48 IL' 1 21j" lLT x 24" 1:J x 12" !J tee CI wiucc, 706.1:0 EA 1 12" 'J solid sleev^ long pattern Cl w/acmes. 65.70 EA 40' '11 x 2" IPT tapped cup CI va/access. 293 62 $'. 2 36 1f. 12" Ductile iron CL 2 (T.J.) vater pipe No Bib 4 1 I 2" J-111 IPT x IP': Corp stops 36.51 Ei h 2" x 93 degree ell R91v. .1.37 L 2 2" x CL gt1v nipple .60 E. Contr, to determine: 2" galy abl: -it. steel pipe T x C in N' 1^nAh 1.00 fi.. ioontr, to f_:!'d cut and thread to suit) ^.low Icva TSst 14 ID3F: AWWA NR3 pate valve 36.51 E . A" x 24" CI valve box 1T.83 E.. I ^" x 6" paly nipple 1.06 E1 2 ^" x 90 degree ell valy v/ 1/1," hole in heel 1.53 EA 2 Female IPT x 2 1/2" vale NST bronze adaptcr w/2" cap and I0,7h E1 (furnish male x male v/2" galv coupling 2 Olympic Foundry h5112 CI meter boa (approx. 18" r. 30" :< 16") 10A„25 E1 �'YD --CNEDULE "C 1 ACI FI C 17A1' EP W0ft KS 0TJ PLY :`9iMJ Farr•*.Avence Routh - - Senttle, xrnt,inrten 9813h prcemb.-r 14, 1973 F ge 4 Quotation w-7534 Tot MITPACTOPS MT&TEcTt CITY OF M,ITOJ -• Natersain ProJnct for !I. 3rd St. Item ff Qusat _ P scption 117LT PPI F, .e B.P. no. y " It" Blind flatiec tapped 3" IPT CI 10,58 11 i 19 1 3" x 7" Saly nipple 11.35 V 20 1 3" SC.". Clw-Iwa Lint 14 IBBV ANYA IIFZ rate vale alhandvheel 57._ E. 21 1 3" x 7" Caly nipple 4.55 Z' 22 1 3" GC^ C:Lc_Vv1 Clafton 5OG-01 pressure relief vnlvo, 209.08 E'. d � edJwtmart ranee of pilot control valve 20 to 200 PSI 23 1 pe !" ,,elv steel pipe TBE 213" OAL 12.66 1-, 24 1 3" x g3 tl:nree ell enly M 4,60 EA 25 1 pc 3" rnly st(. :l pip? -SE 819" OAL 32.)12 P, 26 1 3" x ltl0 dcRree vper paitern return bend f,aly k:� 13.56 L' . 27 1 3" Beehive Strainer, G B. Grinnell or approved <_qual 29.71 FA 28 2 1" J-51 = x female VIT corn atop 7, 2 1" It 3" brews nipple 1. E' 2 '." J-1536 female IpT x upper adopter h. Fr I po 1" type K soft copper tubing 2'0" OAL 3. Pt �9 2 1/4" LIiC 3 2/2" d?al C,.300 P£1 Ashcr�r"t #1010 p,.evoure gaure 25., 2 1/4" 3oub7a fez,ele gauge cocks 2. F 4 1/4" x 3" frly nipple 6 set 12" Bolt.: and Baskets (S % S) P set 4" ditto 2. o !t Co^.tr. to detern:ne: Duc-Lurs L � Contr. to determinat 3/4" all thread ohmekle rod in 10'0" lengths 4. SrtiEth DID S "B" taWA r!I i 1AC. ItrI ; MATE R V 0RK8 L irPrLY Co. NC.. 2^00 P3ret Awenuc 3auth Seattle, Vachinpton 98134 December 14, 1973 Quotatlon k-7534 rrge 3 TOt COlnRMToPD MWEM CITY OF PR MN - Wnteroeia Pro!eet for 3. 3rd St, Tter 0 Qu,ntity D"crinarm pTCF: -'- S=D11LL"B" tJ9I MTT rr.T'- 1 Cnntr, to deters Prrc"xt rencrete nrolsure reducing stn ion "Wt, pier wn UP block::, ladder, paint, ❑anhole !rarer and corer, etc., 9,P. M0+1 1 12" Fle x ;J adapter CI v/accena,. 71.23 FAA l 2 1 12" Fig x 12" Fit, x h" Plg tee CI (::Dirt. to field drill 171.52 EA ....t.', and ttp naII"e and. hyp;;n) F: s;uti 3 i 12" r`ifS x FIE Clow Iowa IPat 14 IBDN AWWA HRS Eats. valve 282.80 EA sr/handvheel 4 1 ;)e 16" CC pipe F1; x re 111," mi. (coat. to C1eld drill and tap 109.25 EA for bypass) 5 1 1.^." S=th..D:L+>3r 0912 FICd coupliutr, adrpter for Cl pipe 84.00 EA 6 1 12" 1>3 ilgd C3."t.Val Clayton 09oC-01AP, 1'rcommic h.±ducing VP1ye rdJuctwent rangft of Pilot Control Valve 2J-3aOl-31 1526.i"J iA 7 1 12" Flg x F1C Clow Iowa Lict 14 IEB11 AW7A RFS gate valve w/handwbeel 282.8o rA 8 1 32" Fir x 12" ;'1z x 4" Fig x Fir C1, Cross (coat.. to 259.73 EA field drill end tap for gauge) 9 1 le 71,, x 'J adapter Cl v/access. T1.23 FA 10 1 4" r]; x Fl.- Clo, lava Mist 111 13M.1 AWdA JrZ gate vcim 69.C1 EA w/hendwheel 11 1 4" rl^ x " degree ell Cl 16.18 rA 12 1 pe h" CI pipe rip x 'a 114" OAL 17.98 PC 13 1 4" Lrdth-Dlair 0912 Fig Coupline adapter for Cl p,pa 24.00 EA lb 1 d" 1251 Flg Cla-Val Clayton 090GO1AD Preaoure reducing 106.36 EA valve adjLatmnt range of pilot control valve 20-'500 rSI 15 1 pe 4" Cr pipe Flg x Flg V11" OAL 37.55 FC 16 1 4" Flg x 9b degree ell Cr 16,18 EA 1 17 1 4" Fig x Fig Clow-Iova I',it 14 TIM AW"A I11�3 Cato Vn ve 69.61 EA v/bnn nel 1 BID TABULATION SHEET P RQ J EC-1 WATERMAIN INSTALLATION N. 3rd STREET (W-395) DATE December 20, 1973 gIODER Bhp "he Ballard Company ■ )'Leary Construction, Inc. I DL Land Develo urent Co. 145, (olfr. 10 1.. R. Stanley Construction CO. f15,v95. 4(a DiGhrio Construction to. Inc. M IG( TZb. 17 Frank Coluccio Construction C.D. Wes ern Utilities Supply Co. James E. Davis Dyad Construction, Inc. Blakley Bros. Inc. Tri- State Construction Bowers Construction 1 F I'VPAL SCHEDULE OF PRICES i R ( (W-395) N. 3rd STRE T TOTAL SCHEDULE A TOTAL SCHEDULE B j R� TOTAL ;CHEWIE C F TOTAL OF ALL / D SCHEDULES !!! DATE:_ _THIS �Q /'F DAY SIGNED_ TITLE ADDRESS �e la 7 r r R i � "'. . -. . .c..r..-..ram..,... ..._mow. ... dt.... .. ..-.. -r.....�. _.�.�...: � A i I r t I ' SCHEDULE OF "C" PRICES 1 - 1 1 (t I-39'i) N. 3cd £treet r Sub-Total 5i_ l�/ •/� So , :.34 Sales TaxOf 5 / 1 a THE UNDERSIGNED HEREBY A,:REES TO START CONSTRUCTION WORK ON 711IS FRJJECT IF AWARDED r HIM WITHIN TEN (10) DAYS AND TO CC14PLETE THE WORK WITHIN SIXTY (60) CONSECUTIVE • ;�� CALENDAR DAYS AFTER STARTING CONSTRUCTION. ] CATEc THIS Cam' DAY OF !� 1973 ' SIGNED_-_!��// TITIE�i� ADDRESS- ,i i r ! � SCHEDULE OF "C" PRICES (W-395) N. 3rd Street ■ Note: Unit priceh' for all .items, all extensions and total amount of bid must be s shown. show unit prices in both words and figures and where conflict occurs the written or typed words shall prevails.) ' APPROXIMATE UNIT TOTAL - ITEM QUANTITY DESCRIPTION ----PRICE: PRICE 1 370 LF Furnish and Install 24" Ductile Iron lass 1 (T.J.) Water ripe �. 7 Per L.F. (Words (Figures) 2 36 LF Purnish Itnd Install 12" Ductile Iron 91, N2 (T.J.) Watef PipB/_ � S r7��•S � Per L.F. ��—�— 3 Soo LF Saw Cutting of Asphalt Per LF' J 4 2 EA Furnish and Install 2" Blow I�I Ass lies/ Per Ea11 5 4 CY Furnish and Install Concr to l/id�`-9/Y�lYY.O.QL-tom E-7r/YJ���E-'��/✓vn 5 '�'/f�,Gd Per Cu. Yd. 6. 200 TON Furrniishh and Install Select Backfill . Per Ton )' I ' iJ TO; Furnish and Install Temporary M.C. j) Cold Mix Asphalt Reor,wati ssiUr.. /e �/d� Per Ton ! 210 TON Furnish and Install Asphaltic ' Conc. Surface R.:ftor..atio 5 T�L-�JTS ��x %S Cry G7� 4 ,,.✓a Per Ton \. t i. S SCHEDULE "B" OF PRICES r• (W-395) N. 3rd St. Pressure Reducing Station (Note: Unit Prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict 1 _ occurs the :written or typed words shall prevail.) UNIT '102AL ' ,■ 1hPPR0x LMATE PRICE PRICE - CEM QUANTITY _ DESCRIPTION '1 L 1 EA Furnish materials for a 12" and 4" pressure reducing station with a pre-Cast concrete vault. " ZG �Y �ilGtt/JAA/T� NA/nEF� ZG Per Ea.s/K-r1l "&4-a �ieU((Words) (Figures) (Figures) 2 3 EA Installation of 12" and n,+ pressure Re d}�ing Staa tion and cone, vai �J✓��Tfa/J�vn Tf•fEy��N�ifccr/Ark—CEO Per Ea 2 C.Y. Furn h am�,I nstall Cone. Blocking // J �• G J?�Q� Per cu. Yd. q 16 TON Furnish and install Select Backfill �— �U Z material Per Tons � Y B TON Furnish and Install Asphaltic Cane. a Z/ Surfa� R�e�stoz tian� � '��� Ga Per Tons cl sub-Total �.--- -----�- -- q"�59� 5.3% salsa Tax $ ' TOTAL � • nri c..EBY AGREES To START CONSTRUCTION WO" ON THIS PROJECT IF .^.;E UNDERSIGNED b.0 ! ' - ; CARDED HIM, WITHIN 'CELL (10) DAYS AND TO COMPLETE THE WORT( WITHIN SIXTY (60)' „ "..7SECUTIVE CA1224DAR DAYS AFTER STARTING CONSTRUCTION. THIS DAY OF ATE: SIGNEn _ 3 ` AnnN•.,S IV � ( SCHEDULe' "A" OF PRICES (W-395) N. 3rd STREET' APPROXIMATZ ., UNIT TO'PAL OUA: iTTY DF.SCRlri:_ PRICE PRICB_ i la 'ii 1 E8 Furnirh ane Install 12" Gate Valor (FLXMJ) A�Zm ly _ i1 '�' lsy 4I Per Ea,PP f/11n�02C-?7 TZs S •1 6 E Eaa 11 2 EA Furnish and Install 6" Gate Valve (FI MJ) Asemy_ A� `r 3� G- sv s UrdC!/Ui s bl Per Ea 12 20 C.Y. Furnl gh and I tell Co o. 81 king �/h !V� Per C.Y. 13 1500 TON Furnish and Install Select Sack£ill � Matl J, C-Y Per Tor. 14 '/0 TON Furnish and Install Temporary MC Cold Mix Asphalt,as for tion %ds Per Ton j t 15 760 'ION Furnish and Install Asphaltic Cone ( ,y 19azface Rest �•oi'n ,�idb 3 Z, 7`� ' " Gd 3�3d. 'v Per Ton J oo Sub-Total s_ 73_.-.�---�- !r 5.3% Sales Tax S TOTAL I4 wl S- /4 ✓c,K,r. THE VNDI:PSIGNZD LIDDZR HEREBY AGREES TO START CONSTRUCTION WOPX GN THIS PROJECT IF AWARDED HIM, WITHIN TEN !10) DAYS AND TO COMPLETE THE WOPR WITHIN SIXTY 160) CONSECUTIVE CALGHDAR DAYS AFTER STARTINJ CONSTRUCTION. E i 73 THIS /O DT.x ,1973 j DATE SIGNED, TITLE I ADDRESS � t , , '4 AMRM�4 M�' z . SCIiEDUiS "A" OF PriICF..9 (W-395) N. 3rd Street rt -ce: Unit prices for all item.9, all extensions end total amount of bid ousf i be shown. Stura unit prices in both words and figures and where cone. a flict occurs the written or typed words shall prevail.) a UNIT TMAL - APPROXIMATE PRICE PRICE T3h —OULNT iTY DESCRIPTION •- I 1 1300 LF Furnish and Install 16" Ductile Iron CL A2 (T.J.) W ter �/-14 07 G�G`7�Da Par L.F. (Words) (Figures) 1 2 140 LF Furnish and Install 12" Ductile ,j ` » iron CL Y2 (T.J ) ater.P' 2, 'JD 4 S /�i.�� P� /oti Per L.F. '1 18 LF Furnish and Install 6" Ductile Iron C2, 12 (Y-1 Water Pipe Per Ea 4 40 LF Furnish and install 24" C.D. Steel casing pipe, .406"wall thickness, ope ion- Per L.F. 5 2900 LF Saw Cu tin of - S �ePer L.P. 2 EA Furnish and Install 16" Class 200 Autterfl Valve (MJxM,J) AL bly'E/> 00 / ��h 2 3 6• 5 Bt/E Ah oaJiJNDNt' t/A'1/� $ , r Per Ea S// 1 EA Furnish anal -stall 16" Class 150 r,• But^ rlly V .'ve (MJxM• ) Aaaeieb __ / / ,q�•$. C8 Per La 1 EA Fu174,, and Install 16" Class 200 Bu­ortly slave iF'LxFI. Ass l), ,G �lllSArl>J Wef /OCR t, H ter Ea �7FJ ✓7 i✓L •L�o ,KJ 5 gA Furnish and Install 12" Gate Dalvc (MJx1aJ) Ar caably �G� �� G{ rer EA Y v.g r • 1 TOTAL SCHEDULE OF PRICES (W-395) H. Jrd STREET a " � i 7 TOTAL SCHEDULE A TOTAI. SCHEDULE B ' TOTAL SCHEDULE C TOTAL OF ALL (` /� (k�> SCHEDULES 7 i. i 2�' 7 THIS �•1�=�-�DAY Or e- . 1971 DATE: - - BZGhED(,� ; TITLE-"lLT i� ADDRESS z- 7 } s I .SCHDULE OF "C" PRICES (W-395) ,t N. 3rd Street 1 Sob-Total $ -2 5.3% Sales OK ; Tax iS, /� i S /_ /_ /•✓, . TOTAL �> P N PROJECT IF AWARDED ii.: UNDERSIGNED HEREBY AG. �E.. TO S1ART CONSTRUCTION WO cK 0. THIS JE L HIM WITHIN TEN (10) DAYS ;-ND TO COMPLETE THE WORK WITHIN SIXTY (60) CONSECUTIVE IJ CALENDAR DAYS AFTER STARTING CONSTRUCTION. }( DATEi L.'1 /THIS 6�-�� DAY OF_ (X1:.+ f 1993 ' { TITLE ADDRESS 701`�,5" -��/Ti- � ��7. r'• i . I i ., f n�\ TS-U7 PAVF'.sENT_kt;MWAL, T1tENCN EXCAVATIUNy Bk:DGING AND 1fACKF'I LL (Coat.) b. Pavement Removal The contractor shall inform and satisfy himself as to the character, quantity and distribution of all paveinent removal. Removal of existing pavement shall cover all types and thicknesses of pavement. The contract price per lineal foot for "installation c. water main" shall include fall compensation for cutting or line drilling, breaking and removing all types and thickness of Pavement encountered in this project. Neither sepa, it. nor extra payment of any kind will he ma,.le for .storing, • handiir__ La--ling or manipulation of removed pavement l c. Excavation Vie contractor s,.all inform and satisfy himself as to the cnaracter, quantity and distribution of all material to be ex,avated. No payment shall be made for any excavated material which is used for purpisua other than those oesignated. Should the contractor excavate below the designated lines and grades without prior approval, he shall replace such excavation with approved materials, in an appre -d manner and condition, at his own expense. 'r �i The ennineer shall have complate control over :.he excavating, movinj, placing, and disposition of all material, and shall determine the suitability of material to be used as backfill. All unsuitable material shall be wasted as specified. Excavation of every descr.ption, classification and of whatever substances encountered within the limits of the project shall be performed to the lines and .`. grades necessary for pipe, bedding and structures, and as indicated on the draw- I T, >.n. ings. 'r,mi-,urary drains and drairage ditches shall be installed to intercept or ' � direct surface water which may affect the promotion or condition of the work. , All excavated materials not meeting the requirements for backfill and all excess materials mall be vasted as specified. Nc separate or extra payment of any kind will be made for storing, handling, - y haulim or manipulation ,.f excavateL materials. d. Foundation Preparation and Bedding Foundation preparation shall be in accordance with the applicaile provisions of Saction 73, A.P.W.A. Standard Specifications, except that the bottom oP the trench must be shaped to uniformly support the bottom quadrant of the pipe throughout its entire length. la case unstable or unsuitable existing material is encountered at the trench bottom, the engineer may direct the use of borrow bedding material in ace r- dance with Section 73.2.05 of the A.k.W.A. Standard Spocifications. Wet trench conditions will not necessarily be considered as an indication of Instable conditions. The trench shall be de-watered and r.h inspection made by the Engineer to determine the suitability of the trench material. Ai . costs for de-wa ing shall be the responsibility of the Contractor. Bedding material shall be as required for Rank Run Gravel Borrow. TP-5 f 4 1 � oul 9, , k 4 ,YM'A E;t vp' TS-0: PIPING MATERIALS, VALVES, AND r'ITTIN(;1 ETC. Con L ^b4� h. Precast Conc. Vault ' The precast concrete vault shall be N814 LA-GG-LE made by Cancrete Conduit Co. y@ or approved equal. dpPruval mast be obtained prior to bid opening. The knockout; shall be filled with a non-shrinking grout µnbeco or equal). All joints shall be s '.led so vault will remain watertight. The two manhole covers shall be made by Olympic Foundry, Sc.ies Iv, #5951, extra heavy type. i. Steel Casino Pipe a The steel casing Pipe shall conform to the railroad specifications as bound in 1 this document. The caring shall be 24" diameter st_=_1, with a wall thickness of 0.404" inches. w :;4 TS-04 EXISTING UTILITIEV - If, in the prosecution of the work, it becomes necessary t, interrupt existing surface drainage, sewers, uruierdraino, conduit, utilities, or similar under- ,.:.;;N• -1 ground structures, or parts thereof, the contractor shall be responsible for, and shall take all necessary precautions, to protect and provide temporary services for same. The contractor shall at i'.s own expense repair all damage to such facilities or structures due to his construction operation-, to the satisfaction of the engineer. TS-05 CIEAPINg Pavement, r other street and rand s4rfaces shall be cut orly to the minimum s t width which will permit the proper excavation and bracing of the trench. and which will allow passage of vehicular and pedestrian traffic. All pavement cuts shall be made smooth, straight lines or to nezrest construction point, and shall be made with clean vertical faces. Removal of bituminous and concrete pavements and utilities shall be conducted in accordance with Section 32, A.P.W.A. Standard Specifications, except 43 ott.erwise provided herein. TS-Ob SAW CUTTING The Contractor shall saw, cut existing asphalt concrete pavement and cement concrete pavement where she n c thi plans or as directed by the Engineer. The depth of the saw cut shall be a minimum if 1 1/2 inches for asphal` and 3 inches for concrete. The method of saw cutting shall be approved by the Engineer. TS-07 PAVV44ENT BBMOVAL RENCH EXCAVAT:UN. BEDUL:w ANU BACKFIil a. General Pavement removal, trench excavation, backfill, foundation preparation and bedding for waterline and ;ippurLenances shall be in actor-dance with the applicable provi- sions o_ Section 13, A.P.W.A. Standard Specifications, rcept as modified herein. TP-4 W �fge �R TS-03 PIPING MATERIALS, VALVES, AND FITTINGS, ETC. (Cont.Z a. Butterfly Vnlves (cone.) "+? be of Cast Iron ASTM A126 Class B, and with ends as ind.cated on the drawing. - y Valve disc shall be constructed of either alloy cast iron ASTM A436 Type 1 ' (N1-resist). or for valves above 12" for 200 psi leak-,ight service shall be r •� r�' constructed of 316 stainless eteel. Valve shafts shall be turned, ground and polished nt 18-8 stainless steel, and shaft diameter must meet minimam require- ments established by AWWA C504-70. Valve shall have 'ended seats, molded in, vulcanized and bonded to body with seat hand withstanding 754 pull. Valve bearings Shall be sleeve-tight, corrosion resistant and self-lubricating. ;� • Valve operator shall conform to AWWA C504-70 standards and shall be of the a",, traveling nut type designed for buried service. Valve shall close with a clockwise _oration if the nut. Operator components shell withstand an input torque of 30U ft. pounds at the exti- a operator positior without damage. , E , Butterfly valves shall be Henry Pratt Groundhog cr approved equal. Approval must be obtained prior tc bid open.Lm. 5 f. t ceasuru Reducin% Valves r This v. Iva shall maintain a constant dow ns tceam pressure regardless of flue.- � tuatiena in demand. It shall be hydraulically operated, pilot-controlleo diaphragm t7pe globe valve. :he main valve shall have a single rm,vable sg:at and a rgsilrrnt disc. The stem shall be qui.ded at lath ends Ly a bearing in the valve cover and an integral bearing in the valvo seat. No external packing glands are p_rmitted, and there shall ire r.-• pistons operating the main valve or any pilot controls. -he pilot ecntrol shall be a di -ect-acting, adjustable, spring-loaded, norms_iy span, diaphragm valve, designed to permit flaw when _ controlled pressure is less than the spring setting. The control system shall include a fixed on-ice ejector. Thin valve shall be similar in all respects to a 'laytor. '.e0 Pressure Reducing Valve as manufactured by Cal-Val Co., Newport Beach, California, or approved _qual. Approval must be obtained prior to bid openla" This valve shall be Class 125, With flanged ends as per ANSI Specifications B16.1, with 125 Pc and drilling pattern. The adjustment range for the pilot control valve shall Le 20-300 psi. q, Prtzsure Relief lalve This valve shell maintain constant upstream pressure by hy-passing or relieving excess pressure, and shall maintain close pressure limits without Causing surges. The main valve shall be of the hydraullcillv-operated, pilot-controlled, dia- phragm type, and sh.11 have, a single ..ovable seat and resilient disc. No external packing «lands F'.all be permitted and the diaphragm shril not be used as a seating surface. The pilot control shall be a direct-actiaq, adjustable, spriewg-losdod, diaphragm valve, designed to permit flow when controlling pressure exceeds spring Getting. The pilot control system shall operate such that as excess line pressure is dissipated the main valve shall grgdually close to a pusitive, drip-tight seating This valve shall be Class 125, with NIPT screwed ends. This valve shall be similar in all reslacts to the CLAYTON 50 PRE-':.URF. RELIEF VALVE, as manufactured by Cla-Val Co., Newport Beach, California or apl,coved equal. Approval must be obtained prior to hid opening. The adjust- ment range for the pilot control valve shall be 20 to 200 psi. TP-3 ri A. �r 4 ,L r1 TS-03 PIFSNG lUTF.RIAL.S, VALVES, AND FITTINGS, ETC. (in,•...) a. General (cant.) described in the following specifications and plans and shall conform to the requirements of the applic-•ble sections of the A.P.w.A. Standard Specifications, as modified herein. b. Ductile Iron Pipe a Ductile Iron Pi; ,.: shall conform to ANSI Specificdtian A21.51-1965 (AWWA C151-65) Grade -J-42 -0. Ductile Iron Pipe shall be cement lined and sealed in accordance with ANSI Specification A21.4-19 (AWWA C104-71), 4" through 12" pipe shall k,r: 1/16" cement lined and 14" through 24" pipe shall be 3/32" cement lined. The pipe joints shall conform to ASA Specification A21,il-1964 (AWWA C11I-64) . Pipe joints shall be rubber ga6xeted Push-On an./or Mechanical as required by the bid proposal description. Pipe thickness class .:hall be as required by the bid proposal description. C. Pipe rittin9s Cast iron pipe fittings 4" through 12" shall be ':lass 250, as per ANS- Specification A21.10-1971 (AWWA C110-71) . st iron pipe fittings 14" through 24" shall be Class 150 and Class 250, qs ANSI Specification A21.10-1971 (AWWA C110-71) • The class of fittinus are described on the plan drawings. Ductile iron fittings may be used in lieu of cast iron Class 25u fittings. Mechanical Joint fittings shall be as per ANSI Specification A21.11-1964 ' (AWWA C11.1-64) . Flange joints shall be as per ANSI Specification A21.1U-1971 (AWWA C110-71) and shall be in accordance with ANSI B16.1, with 125 Pound drilling pattern. d. Gate Valves Gate valves shall be cast iron body, non-rising stem, full bronze mounted with double disc gates. All valves shall be designed for a minimum water operating pressure of two hundred (200) pounds per square inch and shall conform to AWWA Specification C-500-61 and any subsequent modification thereof. Each valve shall be "0" ring type, pzovided with a utandard square operating nut, and shall open by turning counter clockwise (left) . The valves shall be IOWA List 14, or Mueller A-23E0. e. Butterfly Valves Butterfly valves shall be of the tight-closing, rubber-seat type, Class 150B, and meet the full requirements of AWWA Standard C504-70. Valve bodies shall TP-2 .4^ e SPECIAL TECHNICAL PROVISIONS TS_O] CENEJOIL STATEMENT This ❑action, Special Technical Provisions, is devoted to features of on-the- site conditions wnich are peculiar to the facilities to be constructed for W-395 N. 3rd Street. Articles, materials, Operations, or methods mentioned herein or indicated on the drawings as being required for the project shall be provided by the con- s :tractor, and he shall provide each item mentioned or indicated and perform according to the conditions stated in each operation prescribed, and provide therefor all necessary labor, equ'Lment ono incidentals necessary to make a complete and operable insLallation. No attempt has been made in these specifications or plans to segregate work covered by any trade or subcontract under one specification. Such segregation and establishment of subcontract limits will be solely n matter of specific agreement between each contractor and his subcontractors, ano shall not he based upon any inclusion, segregation or arrangement in, or of, these apecifi- cations. The contractor and subcontractor in each case is warned that work included in any subcontract may be div+ded between several general specifica- tions, and that each q�neral specification or sub-head of the technical specifications may include work covered by two or more subcontracts or work in excess of any one subcontract. TS;02 STANDARD SPECIFICATIONS All work under this contract shall in genera). be performed in accordance with the applicable provisions of "Standard Specifications for Municipal Publ Ic Works Construction" prepared by the Washington State Chapter, American Public Works Association, and in accordance with the requirements of the City of Renton, except as otherwise amended, modified, cr specified in these Special Technical Provisions. Items of work not specifically covered in these Special Technical Provisions shall t.e performed in accordance with the requirements specified in the A.P.W.A. Standard specifications, and in accordance with the City of Renton requirements. TS-03 ITPINC MATERIALS. V ,ALVESAND FITTINCS, Mr. a. General All pipe sizes as shown on the drawings, and as specified herein, are in refer- ence to "nominal" diameter, unless otherwise indicated. One type of pipe as indicated below will be considered for this project. All pipe shall be faoricated to fit the plan shown on the drawings. One type of pipe shall be used throughout the entire project except r.s necessary to match existing piping or as otherwise specified by the Engineer. Where relocation of or replacement of existing piping is necessary during construction, materials used shall match the existing, subject to the arproval of the Engineer. All pipe, valves, fittings, and specials shall be for water working pressure as TI-1 is , MUNK First Coat - Bryte'o Seolon (no substitutes) " Finish Coat - Bryte's Duraflex (no substitutes) fen .' 4 4 The interior pump vault floor slab ehal2 not be painted. RZPA.k OF DAMAGED GALVANIZED SURFACES. All galvanised surface " which have been damaged shall be repaired with a galvanising compound meeting i " Federal Specification 0-G-93. ,. MATERIALS FOR EETBRIOR CONCRETE TREATMENT. All materials shall be delivered to the job in the manufacturer's unbroken containers with labels s attached Indicating the bread, contents, formul ., and manufacturer of the s jproduct. - BELOW GRAD?. The exterior pump vault wall, b Inches below •`j ' finish grade t. the bottom, shall be coated with A. c. ilorn Dehydratine No. 4, as manutactured by A. C. Horn Products, W. R. Grace R Company, Cambridge,, , Massachusetts, or approved equal. e ABOVE GRADE. The exterior pump vault wall, 6 inchaa below finish grade to the top, outside steps, and the pus; vault roof shall be coated with a silicone water-repelling material containing not less han 3 percent of 100 percent silicone rein. The material shall be A. C. Hors Ushydratie No. 22, or approved equal. WORY14ANS' SURFACE PREPARATION. Surface preparation shall be as recommendat i by the poi,: manufacturer and shall be approved by the Engineer prior to the application of any paint. Where preparations specified herein differ from those recommended by the pain, manufacturer, the higher standard shall be followed unless otherwise approved. Any ?slut applied to turtaceo not x 'G r so appro. _d shall be removed and reapplied following inspection of the surface � t preparation. NONSUBMERIED METAL. Nonsubmerged metalw.irk shall be prepared In strict accordance with the paint manufacturer's recom.xndntlons. All It. scale, loose shop cost, grease, and oil @ball be removed before any ' + ,.old jointing is started. All damagad areas of the prig coat shall be horoughly cleaned and touched up with the original pramer. Units to be "' •: bolted together in the flel.: shall be cleaned by wire brushing, priced, and painted before ortng assembled. APPROVAL OF SURFACF. PRE7fYATION. The approval of surface - preparation by the Engineer shell " obtained before painting is ■tsrted, but such approval will in no way telicwe the Contractor of his respsasibility. THINNERS. Where t-Inning is necessary, only the products of the s manufacturer furnishing the print and for the particular purpose shall be used; ao.l all ouch thinning shall to done in strict accordance with the manufacture isot.u-tioss and with the f,%II knowledge and approval of the 3agincar. 1 Sp. Specs. 12 - 2 -46- e i r ++1 - f4 , APPLICATION OF PAINT. All painting shall be done in strict , accordance rich the oalat manufacturer's recommendations. Paint shall be 3a lva to the rock !n unopened containers besting the manufacturer's name. The Contractor shall prepare all surfaces for painting and shall be responsible for surfaced being in suitable condition to receive paint before any application is made. All surfaces shall be clean and dry. All damaged areas of prism coats shall be cleaned and primed with paint in strict accordance with the manufacturer's recommendations. to all Instances where two or sore successive coats of the same !! eo or paint are to be applied, the :first coat or the intermediate coat s:ull s i' be of a slightly different shade to differentiate it from the second or i finish coat. All paint shall be applied with a brash, except as otherwise specified. Prop cloths shall be placed where required to protect floors and equipment from spatter and droppings. The name and information plates on .� mechanical equipment shall be removed or covered with masking tape to prevent dafacemen• during the paint operation; the contractor will be held strictly + responsible for any defacement of such name or information plates, and shall replete nameplates after painting. Paint shall not be applied in extreme hest nor in dust- or smoke- laden air, not in damp or humid weather. Work shall be free fr" runs, bridges, j shiners, laps, or other imperfections due to faulty workmanship. Paint matetial 9 shall be kept sealed or covered when not to use. Oily rags or waste shall be kept in covered containers and disp3sed of at frequent intervals. All 1If painting shall be done in a thorough workmanlike manner. Sufficient time . . shall be allowed between coats to assure thorough drying of previously applied paint. The primary purpose in painting setal surfaces is for corroelon protection. Dry-film thicknesses will be checked with a magnetic thickness gar;_, and edges sat surfaces will be checked with an electric holiday detector. Paint films found to have holidays or to he less than the required thickness shall be gives suet additional coats as are necessary to secure a continuous I'� ■ r film of the specified thic' nees. NET.+L SURFACES. Priming in the field will be limited to field touch-up of abraded areas, except as otherwise specified. All rust$ ;l scale, Inc** shop coat, grease, oil, and dirt shall be removed before field painting to started. All paint shall be applied with a brush, Imleas otherwise i approved. Rates of coverage per gallon or ail thickness of completed coats d shall !)e as specified for the particular coating. If not epecifid, the rate of coverage shall be as rec•xamended by the manufacturer. Thicknesses 4 of coatings Nall be measured by the Engineer, and where deficient, shall rs be corrected. h� Sp. Specs. 12 ' -i7- w ti saw t y P/ R � , R� 40 SCALEI•, 0' sa:- ) a•.. *f{ r f it sl �.�—�--�•.�� I/! J� / � / III. �-7j,1 MARIGN .. 71 .+ / p, I If Jr i � n r f 1 � /�, Rom ; �ell r1" �1! > r`, A,IIIIY 4L ow ow y � t 1 y .A k ' � ' y Ir Yn M•O • / 9 ..•, v r 000 , \ �de s \\� riit\ � -Tom•`•^•'n"�E.,."'i�:=c"^"" _,. �—.:=+r.n._..... __ .a ,.._� __ _ .�_._ .. .,...._.. . �. P a x . ` w tie-n Affidavit of Publication oftwo .... �_ _^'^e•_°li^. STATE OF WASHII'+TON, ICING COUNTY—SS- ,a e 1 ; The undersigned. on oath states that he is an - i authorized representative of The Daily Journal of Commerce, a daily newspaper. which newspaper is a legal newspaper of general circulation and it is now and has been for more thar, six months prior to the date of publication hereinafter rFferred t3, published in the 8nglish language continuously as a daily newspaper in Seattle, King Count, Washington, and is :anow and during all of said time was printed In an office maintained at the aforesaid place of publication of this newspaper. The Daily Journaapproved as Commerce ea newspaper by 1201 day of June, 1841, app the Superior Court of Ring County. The notice in the exact form annexed, was published in regular issues of The Daily Journal of Commerce, which was regularly distributed to its subscribes dur'ng the below . rsl�0'a stated period. The annexed notice. e _ l' w+ u. YFS _lloL.ltA...Qf_B;Ld Galt. _. at _____....._... ' I was published on ... . .............._....__...._._.._.._....._•_-- ...Dacmnbe= 7,_ 14r_1973-........... _. ................... Subscribed and mom to before me 00 _......__.......Dec er...L1y-..1971.. . ---_............. _.. a ....... N% rr rotttcr�N a�iNW wYMastw. e t e�rlfilL - �.M,ly to .vKf i.o.r.'1 wt }l: �•a .ya.rMw. NwaI1rN � r.0aarsa♦ VVV In Tyr wTRRl�irpan, R y, Iba."IMere.p h,rrl Einam Fri .W In nh. yy � 'tMcr•.M�11, 1 tMa lfla•a1 r�4 •.r at�.pfl t % 1 SCHEDULE OF "C" PRiCCS (W-395) K. 3rd Street APPROXIMATE UNIT TOTAL ITEM QUANTITY DESCRIPTION PRICE, PRICE 7 210 TON Furnish and Install Asphaltic Com. Surface Restoration S s 15.00 3; ,i50.0c, Per Ton Subtotal $ 1 1(00. QQ 5.3t Sales Tax $ �50 . `>•' Total s 14 91 C - 46 THE UNDERSIGNED HEREBY AGREES TO ST%RT CONSTRUCTION WORK ON THIS PROJECT IF AWARDED HIM WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN FORTH-FIVE (45) CONSECU- TIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE: THIS CAY OF ,1973 SIGNED TITLE I r oc55 ,e � 1 F A C I F I C W A T E R W 0 '1 K 8 ^ U r P 1, Y C O, t W C. �Y 2900 F:rnt Avrnco:ih6Gh y Seaitle, Washington 98134 V,:cocbar 14, 19T3 Quotation W-T534 Pegc 2 To: COIT*!MTOPS SUBJECT: CITY OF MT02: - Watesaein Project for A. 3rd St. Item F Ru,mtity ]*qa rllntion f"IT PP CE 2 x 2aCt valve hc,: ST.� 7—EA nootr, to determine: 5" Dcuble Lub :foil p3pu in 5'0" length for vmly„ box 11.3 extensions P Concrote valve canker h.2y EA 7 1 16" 7J x W H. Pratt ri"to except valve CL 1';0 907.' 3 EA 1 8" x 24" CT valvn bc- 17, 3 Fl. , Contr. tc determine: $" double hub soil p.'pc in 500" lenfth for velve box I1, 5 3engt': txtensione 1 Concrete valve marker 4. 8 1 16" F1f, x F'_C S. Pratt C-e,.:ndhog Butterfly Valve a. T,cfore To 913ow Ye CL 200 1 !}" 211" CI •;a.ivc box 17, 3 Contr, to determine: 5" double hub sail pipe in PO" length for val a box 11. 5 Iangt extensions 1 Concrete vnlve mar„er 4 0 EA 9 5 12" ?J x IV t1o.. Town Lilt i4 IDDF AWA JPS gate valve v/ace i14 0 FA 5 Ir x 24" Cl valve box 1T 3 EA Conte, to determines ::" IJoublb hub soil pip.^ in 5'0" leogtn for valve 1vox 12, 5 Tenet extesaJiorn 5 Concrete valve markers b. 0 FA 10 1 ]2" Pl.g x 3Q Clow Iowa List 14 IBD11 t-',TWA NvS gate valve 298 0 EA v/nccevs. 1 sat 12" Bolts and gnitketn (3 X S) 8 0 net 1 8" 24" CI valve box 1T .3 to Contr. to deteruire: 5" double hub Dell rloe I : 5W lenz4h for vnlvr box 11 .5 lengt? extensions EA 1 C,.nerete vales marker 4 b 11 2 6" Flc, x !.; CIw Town List 14 IBPtf A4,,A URB gate valve: v/sec. 99 1 EA 2 set 6" Dolts and gaskets CS X S) 3 LO met 2 8" x 24" CI valve tax 17 33 EA Contr. to determines 5" double hub boil pipe in 5'0" lerrth for valve box 11 35 lengt extensions 2 Concrete valve markers 4..20 EA F.1L OF 3CHEOULE "A" � 4 S.$p P A C I F I C WATSFt W rr nr; G G131' P 1, It, r0_ rHC. 29110 First Avenue South Saactle, wwjhlopton 9E134 Decamuer 14, 1973 Qrwtntlon ;r_7534 Tor COB:'FAMr3 SVYLTECI'r CTP( OF }18. ,)N - Wa'.0mnin Project ia. N. 3rd Ct. G<_rtlemen t .'e are piedcr,rl to quote oa the c11,,rrn xi.nt of ? WiateriEA h ve at in n pc atloa to r !' i"uroiah ^r,r th^ nbrrre nub+ect n.o;jnct W.di Tor v:.iieh arc tcing rea..ta^.d u,.tll 2r00 P.N. { ^hursdaV, Neember 20, 1973 at the uf1Sc • rs' Mire 'Ity Clerk at canton "u:icltai LuilAlr { M 13I1 Avo. &o., Fenton, Washington. Item p 2uantity !t scriPtlnr IPIIT PP'.Cl: 4 , "hn i 1 1300 If. jr)" Inactiie i`^o:± Cl ' 'l." ) t .tnr rlrz ;I0 BIL� Crsrtr to determiner Positive locktnp 'cvi r arnck''e rc :R, thruot o306:3 •ate Wi 3I1 2 2" "J ten C1 w/arce u:: 157.2: : A ++ 1 16" x 1P" L.b'.% !'J :•e:dCatr CZ w/aecess. 137.2: 1. u 1 1r" 'J x I15 der.':ce ell rt wlLC.-ems 16C.1t 1, 3 12' 'lT Soli" nlr.rvc lc,-.!' patt3m C:' v/ac:: Ar 65=7': ;A 1 12" "Ird, tee rI .lkh.2f. 'A 1 11 1 1-, ;"A 1 pe 12" CI pipe Fig A re 210" 0kL 76.15 1'C 1 12" Fir x ."J adupter CI v/rcGnas. 71.23 '.I .. set 12" Bolts and ga3 eic r x C) 8.2' :let 2 12" 0)) x 12" C1 :inith-Bint.r #105 Irnn9 .2ion cou '.Lni; T0.6 'J 3 16" JU x 16" ''X x 12" NJ tor. ri' Wetcesa 253..E ?A 1! 12" IV x 45 dcrree ell CI wjacecao. 97.0 ' !A 1 12" !J x 12" x 6" Flg tae CZ w/recrs 1, 144.2. ?A 1 16" 'J x l61" t%l 6" Flf, tee C1 w/.rccla. '76.63 FA 1 16" "1 x 16" ".T x 12" IJ x 22" 14T r.oas CI /uecear,. 27).73 ZA 1 lti" !'J Sc11d sleeve lung rai.tern U' v/a.:c:eaa. 125,41 EA 1 16" rIg :: !'d adupter C1 whecesa, 119.86 EA 1 1611 !rT x 90 degree ell rI v/nc.esa. 261,72 M 1. 16" veJ x 16" NJ Y. 1.6" 71l, tee CI 3C1.27 RA 2 11.0 If. 12" Ductile iron CL 2 (T.J.) water ni:,c Vo BID 3 1� lt. n" DITTO 1 110 DID 16" "J x "J H. Pratt Oroune%T- But!erfiJ _ operator 2" r.quare rpc•r•., ne.>.rlwse ctoc;:' rn, To Follow joint access. Valve ci. i00 or r Y r4 ' Renton, High Pressure , Ind. System --5 cA-3 W-395 WM M1 PRO= 40. Jr T ITIES DEPARTMENT CITY OF RENTON -` WORK ORDER NO. WASHINCTON DATE SUBMITTED "¢ DATE CCMPLETED DEPARTMENT. A DESCRIPTION CIF WORK 1 i s NECESSITY WORK TO BE DONE Sys City Forces Contract Others ITEM QIJANTITY UNIT COST AMOUNT 35 4,13 r 4 ;:4"YJ2 C.r -n'6 ✓ A' t_ w. i 7O1'= TO>Y 0�' c 41 Gf�rrs Cy.,�„�:, $4Z— 2,208.x ,, v. (0.30 ,7„6 SC _... ,. t2 ' G.r Sow ry <te£v5 ! �Pl CA CAP 2,4 C. -Five �rr, TOP14 1 CA ;e-j .}5'C Ov 13Ti,-TO Tc ro L :At K dGl. 2 n y 1 9 T07AL COST APPROVED BY SUPT. OF UTILITIES DATE APPROVED , x ..0 r V.1-34'� ti.cuGa..S b, r•�� . . PROJECT No. UrILITM wi1R'Twiff Cm OF RlD" W(FK ORDER NO. 001mrOM DATE SUD''.TTED DATE COMPLETED DEPARTMBKr DESCRIFTIOU OF WORK ! ,-,. •- , ti Esr mere oNw $A ♦g (yeinrz NECESSITY WORK TO BE DCNE BYs t.p'r A._ City Forces �1 Contract O Otters QUANTITY UNIT COST AMOUNT SrNcn`"i'k' fi — W�""`ram` Rtx�cw6 STATl ON C*J 12 ri,a�c JA WC- CFI=FIs IZ' >< ♦� C,l - % ( A L Gc.� IZ" C•1 AUA>•rCA_ crt x rt.fJ\ 1 F.n 70` 70 00 4" CArG JALvc� (Fi.xFL�) � Ea /otc`f 134 0u V C 1 50, or-No 240 1 CA ,• 1(0.Jo 1(p 00 }� C.1 AriAPTCA, �FL[ fG 1(f'LgM qa Ar:. 1 Fi. Ib` 3iT C 4 • 17 00 "r 23 t3.oD "�TY (sa.A N2 • 912- A ERuM_ I CA 4� e 1 -dkaoL `rc< FL 4,"t.r v, c a 3s— ,� 00 "AA#10 x" i1 II r y' y Oct '' ;.♦ r '- � 1 7� Pr 34.75 40 4,L 4 ZQ.i AZ4 On OC TOTAL COST — APPROVED BY f� S 3p 7:•.y �s1_!L � ti749,77 SUPT. OF UTILITIES DAIE APPROVED PROJECT NO. '�J UTILITIES DEPARTMENT C CITY OF RE14TCN i} WORK ORDER N0. WASHINC:TCN DATE SUBMITTED 1-24-21 DEPARTMENT IAIA'TE/L DATE :OMPLETED _ DESCRIPTION OF WCRK MATc•'LNt- 1.An""wn oNt�� AS 3aFw16 / WORK TO BE DONE BYs NBCESSITY sA«c M ctso� C_ty Force/ C:) rantract Q Others C] TTY UNIT COST AMOUNT SGNODNL& — PsSHRE (ZEfi+CIAAe STATION I ce.,pa+ .+I.�N•c F.",.nn.. #pI s(. , P.,* w....ur !:A 1�77 er q,•n",I 14 O• r L'G" PRCcAtr !a.ceZar;: 1/AUIT I tI r] -�A r 44 Mrat. ✓.rc �. t.6 r. f'SIMLA.` TO S14+ � GONt�16+b CONOu+- GO.� `� SNA-CIAG w IS75.0 12•I 90i Pne ss arr; 1 FA 157� peoocIN(. UAW* LF�+F�-.1 411 CLA•1/AWC - CLAVTJN Oa fylC SwQi * 32*,DJ RCo..c,l✓l. JAI.✓G �Fa. xFt� I EA t 70 ro FA JO 11•• CA A0AFTW2. (Frl - fAI ctAsL 2S0 i2" c4' C•1 'TfC- COLA- FL) U.AS- ZSL2 fca 2" riATE . UAIJE. CFL,fL) CVMS 2aa I En i;� 0 o y/1To 1IANfJs Wrlsar_ OPGFlArvot Z ' C.I AI]APTt0. ��� ,DE� C1.Asr. 2S0 1 FA '70°': 70.00 1%" I r- 4w6f. AlWrert_ 1 i Ln 7`I 71 SNu+'ll ylvolrt . �la �r'FtIN+�� 4 TOTAL COST APPROVED PY PT. UTTLI';IES __ DATE APPROVED 1 i. a i! �r 4a; /JisGi i ) PROJECT NO. t1TILTTIES DEPARTMENT ' CITY OF P.ENTCN WORK CRDER NO. WASH INCTON DAIL SUBMITTED DATE COMPLETED DEPARTMENT Y1� ,cxJ DESCRIP,I':A OF WORK4 ari e I Eivl NECESSITY IW]tK 70 BE DONE BYt City Forces r + Contract Others rm WANT ITY UNIT COST AMOUNT 192=- 14 2..00 1 EA ;.r 14" C .1. 90° (3eNU `NJ•n�� C"55 2to I EA ),09'C 2eq-ov k 14 C. 45" 8C.:0 cros."j) I CA 173'= o3'00 f. 4i" 17d.00 12" C.1 4S' BE?,O zSU 'L ILA �.j• (7�.00 .,. 12" C.1, 44; • C6nn C. I, 225.* ISCAOJ (I4JAr4 I CA 1!c" C.1 $OLIO StW16 (PO) LJ CA 1z9�� 12y 00 ; 12' C.1. $0,110 SLf6J6 (e44) CP e<, <e4` 192 00 12- O•o STL. x t2 C,I LTg4mm;;l INCi~t (-,A1& CA &7" 134.o0 W' C,i. AOAorefL CRLrv"4) Culsi ZSv EA 124` 124.00 12' G.1. Ao.P+E2 { FL r.n1J a EA JJA pp.00 { 2gY27. t •M. 63 �9 TOTAL COST 2 S 7 1 If,6 3 APPROVED BY . ... - - SUPT. OF UTILITIES DATE APPROVED PROJECT 440. 1� 1 UTILITIES DEPARTMENT '..:TY OF P.EUTCN WCRK ORDER NO. WASHINCTTON DATE SUBMITTED 8 's4 ' 73 DATE COMPLETED DEPARTMENT AJA7r0. DESCRIPTION OF MCB1( EST,wA*E oNLy�> 1'4STALLATION Of 16', 0.1 wA;er MArN w,T14 A AhtUSuef PECW-,Aw S,TA'"*#J ON N S°i :T FROH IIouSE¢ uMtY N r� nT ou,.If A. wP ETA„y.J NECESSITY WORK TO BE DONE BYt To Qq,✓G MIb.16R, p)ArlQ P0t6UJ CItY Forc®A IpIT9 tui N A�bA contractOthers O ITY UNIT COST AMOIRft SC WCfVAL6 A — rnlN LWe I(o DuLTtL6 WON , CL*2 1)LLMTE4 APE 13 14- LF '3 10 t 19S7 4 12" DMCT,t.E I12on4 , CL 2., CT,1)WATC2 PIPE- ISO LF (o.30 11,34.OV 3" prCTn_o lgom CL i 2 (.T)) VJA^+Cn P10C 16 LF 2.70 48.60 14' E,U"VULY VAWQ (Hit ml) CLASS 200 2 EA 12 IS<A 14" pHTTEArof VAL* I EA Ib &ATTERFLY UALUC (FLtR) CLAY 2W 1 EA n 1�6'-00 12" GATE JfUCA 3 6 (mlamj) 5 C41°' h�0 (A" OAT* JA\J6 Cam. wS) A. EA ylI 1�12.00 C"r24" C.I VALUE, io:'ES 12 EA 19 ;12�28. Y00 IV t 12" C 1 CROV. (AN.FU) CLASS 2So EA I(& C.1 TE6 C111)4FL) CLA-.g 1t:0 1 CA 375^_ 37S 00 I4' 44" C•1 7EE (Ii).FL) 'LAbS ISLE EA Z11 291 00 Ib°r 11" C.I. TEE All WS� 3 Gn 141 70,00 13Q t0 17" e.1 TEE (AW- h� 1 EA 134 AWNW I2" C.1. TFC Q ALL +%U) 2 EA ISS"- 306"W 12"'� Ib+ C.I. /1LOuC62 Led.ou Apr,) or TOTAL COET APPROVED BY w •PT. OF UTILITIES DATE APPROVED 1Y 1 TS-14 MEASURMENT MID PAYMENT Wont.) b. Furnishing and Installation of Mater Plf•o The price per lineal foot for installing of the water pips, size, class, and quantity listed in the bid schedule, shall constitute full compensation for the water line in place, complete, includingt clearing, grubbing, strippion, all pavement removal, excavation, trenching, backfilling, foundation preparation, compaction, pipe laying, jointing, fitting Installations, sheeting, shoring, dewa`.r"ing, but excluding saw cutting, temporary restoration, cement eox;rets tu,J aap)ultie concrete resurfacing or patching. I■ c. Saw Cutting The unit price Imr lineal foot for caw cutting uhall be full Compensation for all labor, materials, equipment, and incidentals necessary for the completion of the work as specified. d. purnishino and Installation of Lace and Butterfly Valve Assmbl igs. The unit price per each fog: furnishing and inst-411i g gate cnd butterfly valve asrmblies, size, class, and quantity listed in the bid schedule, shall consti- tute full compensation for the valve, valve box with extensions, if necessary, concrete valve marker, and fox all other necessary accessories for a complete installation. e. Furnishing and Installation of 1'ittin,zs ;Schudule A and Schedule (7). Pitting installations shall be incidental to the contract. f. vrn chi rag Matex ,ls for Yie�ure Reducing Station (Schedule BL The unit price per each for furnishing the materials for the 11" and 4" pressure reducing station shall constitute full compensation for precast concrete vault, pressu_i reducing valves, pressure relief valve, gate valves. fittings, by-pass valve assembly, pressure gauge assembly, shacklr rods, pier blocks, ladder, paint, water proof barrier membrane and all other necessary items necessary for a complete installation. g. Installation of Pressure Reducing 5tatign (Schedule B) The emit price per each for rho installation of ;he 11" and 14" pressure reducing station shall constitute full compensation for the excavatiun, vault placement, installation of all valves, fittings, and necessary accessories, rlacment of water proof barrier membzans, painting, and all other necessary unctions requirsi for a complete installation. h. Furnishing and Installation of Concrete Blocking Cowrete blocking shall be measured sto paid for at the applicable contract price , par cubic yard, payment of which shall constitute full compensation for furniJ*Ang the material in place, complete. i. Furnishing and Installation of Select Trench Bockfill Select backfill shall be mcasur ) and raid fop at the applicable contract price per ton payment of which shall constitute full rompensation for furnishing and installing the material, in place, complete. TP-1 1 TS-11 TESTING (Cont.) A. Guneral (coat.) accordance with applicable provisions of A.W.W.A. C600-54T or C603-64T and Sectio,, 74 of the A.P.W.A. Standard Specifications, except do modified herein. All equipment necessary to make the texts shall be furnished by the contractor and the rontrac Wr shall conduct all tests under the supervision of the engineer. b. Pressure Test a Prior to acceptance of the system, the installation shall he subjected to a hydrostatic pressure test of 300 psi, and any leaks or imperfections developirg under said piessuze shall be remedied by the contractor before final acceptance of the system. The cont�ator shall provide all necessary equipment and shall perform all work connected with the tests and conduct said tests in the presence of a Utilities Department Inspector. Insofar as practical, tests shall be made with pipe joints, fittings and valves exposed for inspe^tion. c. Leakage 'tests Leakage tests may be required ...ter tLv pressure test has been satisfactorily completed on the new pipeline or concurrenti., with the pressure test. The nydrostatic pressure for the leakage test Shall be equal to 100 psi. TS-12 DISINFECTION Disinfection of the new water system shall be required prior to completion of the project and shall be in accordance with A.W.W.A. Specification C601-54 and Section 74 of thw A.P.W.A. Standard Sperifications and shall meet the acceptance of the State of Washington Department of Health. The initial concentration of chlorine in the line shall be 50 parts per million .mid this solution shall be held for a period of 24 hours. Disinfection of the entire water system installed or disturbed under this contract, including pipe, pipe fittings, valves and appurtenances, is required to conform with the specifications stated herein TS-13 CT "Up During the time that the work is in progress, the contra for shall make every effort to ma—tair, the site in a neat and orderly condition. All refuse, broken pipe, excess excavated material, broken pavement, etc., shall he removed as anon as practicable. Should the work not be maintained in a satisfactory condition, the engineer may cause the work to ■top Lntil the "clean-up" portion of the work has been done to the satisfaction or the owner and/or engineer. TS-14 MCASURBML'NT AND PA)M ff A. (;Cneral Unit or lump sum iid prices for all items shall include all cost for labor, equipment, material, tasting, relocation and modifications to existing utilities, and all incidentals necessary to make the installation complete and operable. TP-12 m y.. TS_10 .NESTOiNATION UP SU HFACI'.:i (COWL•) c. overlay - Asphalt Concra e Class "Ji" Upon completion of the water main installation and road patching, several areas will be overlayed, as detailed in plans included in this document. The unit bid p•ice per ton of asphalt restoration will be full compensation for all labor, equipment, materials, including tack coat, and all incidental costs necessary for furnishing and placing the overlay - Asphalt Concrete Class "U". (1) Tack Coat Preparation - prior to applying tack coat all the streets to be overlayed shall be thoroughly cleaned. The streets shall be awapt and flushed with water ritil the surfaces are absolutely free of all dirt, grea3e or any other foreign matter. Street cleaning shall be considered incidental to the project and no further compen- sation will be made. (2) Pre-leveling and surface courses shall be Asphalt Concrete Class "s" and shall conform to Secticn 34 of the Standard Specifications except that joints between successive layers cf asphalt concrete shall be laterally off set a minimum of twelve (12) inchuu instead of two (2) inches as callud out in Section 34-3.11 of the Standard Specifications. An asphalt tack cost (SS-1) shall be placed in accordance with Section 34 of the Standard Specifications. The tack coat shall be applied to all existing pavement surfaces, asphalt or cement and between success- ive layers of asphalt concrete payment. Tack coat shall Ut be applied to curb and gutters. The tack coat shall be considered as incidental to the cost of the asphalt concrete. Pre-leveling asphalt shall be applied in layers not to exceed three (3) inches until street grades have been adjusts-: to within two (2) inches of the finished grade. The surface of the 1rna1 rrn-leveling course shall be finished to the sme tolerance as true surface course and shall meet existing surfaces in a smooth transition. The surface course shall be applied in a continuous application after completion of all pavement prepardtion and pre-luvuling of street grades. The murf:ce course shall be placed in a layer not to exceed two (2) inches in depth. (3) Adjustment of existing manholes, etc. Adjustment of all items such As valve boxes, catch baaina, manholes, monument cases, etc. will be done upon completion of the asphalt overlay. These adjustments will be considered incidental to the contract. Where monument cases are to be adjusted to a new grade, this shall be accomplished by meth As confirming to Section 53-4.03 of the Standard Specifications. TS-11 TBSTM 8, General M;drnststic pressure and leakage tests on the now pipeline shall be made in Tk-ll , 1 t M'09 PRESSURE AEDUC'IN(: VAI.Vt' VAULT INSTALIATION (Cont.l e. Painting and Sealing Spscification ,front.) Bryte'a Seaton, or approved equal/ first coat and Bryte's Duraflex, or approved equal, second coat. The interior valve vault fl(wr slab will not be painted. ferrous Metal: Interior non-sulmergud 1'urrous Meta. incl.,. i piping excopt brass, bronze and aluminum surfaces shall be given a oomph field coat of Inertol Rust Penetrating Primer No. 622 or equal. Where an asphaltic primer has o"en factory applied, two brush coats of Inertol Tar-stop vhall IN applied • to lieu of the atnup priiner. All prime coats shall be brush applied. A finish coat shall be applied, over the field coated primer of Inertol Glaortax Enamel. Vinish combined coating shall be 4 mils. thick. Color: Colors of paint shall be red for piping duct work and equipment, and off-white for the pump vault interior walls and coiling. Workmanship: Surface preparation shall be as recommended by the paint manu- facturer and saa)l be approved by the Engineer prior to application of any Pain,. =imilar product& of other manufacturers, except As otherwise specified, may be substituted subject to the approval of the Engineer. - TS-10 RESTORATION OF SURPICL, - The basic requirements for surface restoration are as follows: Roads, streets, driveways, shoulders and all other surfaced areas, removed, broken, caved, settled or otherwise damaged due to installation of the improve- ments covered by this contract shall be repaired and resurfaced to match the existing pavement or landscaped area as set forth in Section 54, of the A.P.W.A. Specifications, except as modifiyd herein. a. Tvmp�rar. Cold Mix Asphalt. The Contractor shall place Cold Mix as directed by the Engineer. T%e unit price bid per ton of cold mix shall be full compensation for all labor equipment, materials, and all incidental costs necessary for furnishing and placing the cold mix. b. Roadway rotghos A minimum of 6" of 1S" minus crushed rock base will be used in all trenches prior to placement of any pavement restoration. All subsurfaces such as concrete under asphalt shall be replacer! in like manner and thickness. All asphaltic patches shall be Class B Asphalt. TP-10 1 y TS-O9 IRESSURE REDUCING VALVE lAUI.T INSTALIATION tegnt.Z b. Setttm ok Vault (cunt.) The vault is to be "ambled by loweri:v) each section into the excavation. Care shall be taken to insure the seal sur)acea hetwoen sections are c).ean And that the gaakots are in place. bedding material shall consist of 3" to 6" of compacted sand or gravel graded level. Backfill around the vault shall consist of good comF.actable material such as pea gravel, sand or clean earth fill, so no voids remain between the vault walls and native soil of excava- tion. baekfilling will be done after the vault is properly positioned and aligned, making certain to compact the backfill progressively from bottom to the top surface. f c. Joints of Vault All joints shall be sealed so that the vault will remain watertight. All knockouts and voids Aroand pipes entering and exiting vault ,hall be filled with a non-shrinking grout...(Mabeco or equal)...to the nominal thickness of the vault wall. Joints between vault seetio.,s s:iall be sealed with both neoprene (asts-D-1056) and putty type gaskets as supplied by vault manufacturer. d. ;iaterials and Suecials for Pre-Cast Concrete valve Vault (1) All pipe, fittings, valves used in vault are specified in T.S.-03 of the Technical Speciricatlonr. Section, enclosed in this document. (2) ladder. One laduar anal) be .astalled in the vault. The; ladder shall be constructed of galvanised iron and have steps at intervals of one foot. A detailed plan shall be submitted to the City prior to installation. (3) 1" By Pass valves shall be in:.talled according to the special drawinl specification. enclosed in these documents. (4) Pressure Gauge Assembly shall include one pressure gauge 0-300 psi, valve, and shall be tapped into the top of the 12" watorpipe. The gauges aliall be on both sides of the pressure recucing valve and be to such a position as to bw easily reed and removed. (5) Shackle tod■ shall be used on all 12" MJxFI, adapters with 4 each 3/4" shackle rods and 4 eneh duct lugs. The shackle rods shall pass through the vault wall And anchor in the approximately 1 cu, yd. of concrete blocking. e. taintioo and bealinu Specification The exterior vault will be covered with a waterproof memlrane, of rubberized arphalt integrally bonded to pclyethlene sheeting, minimum thicknesa .060", (Bituthene Membrane manufactured by W. R. Grace ,. Co. or approved equal). Material will be applied in strict accordance with the manufacturer's reccesen- dation. The interior face of the concrete walls and ceilings sl:dll be. painted with T P-9 #rf'_ s' TS-08 PIPE INSTALIATION (Cont.) a. 'rolvet. and halve Chambers Valve installation shall b- in accordance with Section 75 of the A.P.W.A. Stan- dard Specitications except as modified herein. All gate valves excluding those in pressure reducing vault shall include an H" x 24" cast iron gate valve box and extensions and eon .rate valve marker if required by the Engineer. f. Connection to Existing Pipe and Structures ■ s Connectinna to existing piping and tte-ins are indicated on the drawings. The contractcr must verify all existing iping, dimensions and elevations to assure ;ropes fit. The contractor shall ma.,., all connections and tie-ins under the direction of the City of Renton Utilities Department. The contractor must also provide any specials required to make a satisfactory connection. The contractor shall be responsible for the protection of all existing piping and , appurtenances during construction, and shall take care not to damage Chem or their protective coatings or impair the operation of 'he existing system in any way. g. Concrete Blocking ;d, s" General concrete thrust blocking shall be in accordance with Provision ♦2.14 of Section 76, A.P.W.A. Standard Specifications. The City of Renton Stands-,- Detail for general blocking is bounds in these specifications. h. Casing of Watermaln Under Railroad Traeka The watermain casing under the railroad tracks shall be installed in an open. cut "d manner. The City of Renton has en agreement with the Railroad to have the tracks rumoved so this may be accomplished. The cost nor said track removal will be born by the City and should not be includedi in bid estimate. The contractor shall coordinate such track removal, with the Railroad and City. The eontractur shall also conform to all specifications as called out in the Railroad crossing permits which are bound in this document. TS-09 PRESSURE 4JIDWING VALVE VAULT INSTALLATION a. General Soccifications The Pressure Reducing Vault design is Included in the contract documents. A separate print dote-In the design of the vault, sa well as all fittings and specials required for a complete installation. -.�. b. Setting of Vault The Pressure Reducing Vault will be set precisely level on A firm lv compacted base. No uneven settlement will be allowed. TP-H •6, • l a r T TS-DH PIPE INSTALTATION a. General Pipe instPliation shall be in accordance with Section 74 01 the A.P.W.n. Standard Specifications, except av modified herein. All buried pipe shall be laid upon prepared foundation or bedding material so that the bottom quadrant is uniformly supported throughout its entire length, sa specified in section TMNCH EXCAVATION, BEDDING M) HACKFILL. The average depth of cover for the water main shall be 41 to 51 and the trench width shall be no greater than 36" unless soil conditions require it. s At the end of each working day, it shall be required that the end of the water ruin be plugged, the trench backfilled, compacted, and prepared for traffic with temporary cold mix asphalt. b. Loving and Jointing Ductile cr cast iron pipe and accessoriub shall be handled in such a manner as to assure delivery to the trench in sound undamaged condition. Particular care shall be taken not to injure the pipe lining and coating. Cutting of pipe shall be done in a neat, workmanlike manner with an approved type mechanical cutter without damage to the pipe. Jointing shall be accomplished in accordance with manufacturer's recommenda- tions. C. Hands and Corvea Deflection from straight line and grade, as required by vertical curves, hori- .ontal curves and offset shall not exceed the maximum deflection per ioint as recommended by the pipe manufsc'_urer. If the alignment requires deflection in exces> of the maximum recoaended, specirl bends or a sufficient number of shorter lengt,s of Pipe shall be uaud to provide angular duflections within the limits set forth. d. Suocial Anchorage All free ends, bends, teas, laterals and any change in direction of piping shall be adequately braced and blocked to prevent movement from thrust by use of con- crete thrust blocks, tie room and joint har^cseea. Concrete thrust blocks must he poured against undisturbed ground. Thrust blocks shall be provided at all changes in direction of piping. In addition, all joints at bends or changed in direction, to a point at least three joints beyond the tangent point on either side of the band, shall be provided w'th a Positive locking device to prevent separation of the joint under full tee. pressure. The locking may be seem- pliahed by use of tie rods and joint harness, subject to the prior approval of the engineer. Afi.er the pipe ham been joined, aligned and permanently bedded, the joints shall be drawn up to assure permanent water-tightnes■ but not so tight as to prevent flexibility to allow for some movement caused by vibrations, expansion and contraction. T h-7 A S,y R5 Yf TS_01 PAV?MENT REMOVAL, TRENCH EXCAVAR10N, b6DLJIN,, AND HACKPILL (Cont.) e. Trench Backfill. and Compaction 0) General: Exca„aced materials that are fret from mud, muck, organic met I:r, broken bituminous surfacing, stones larger than H inches in dimension, and other debris, shall be used for backfill except where otherwise required. (2) Initial backfill extending to a plane at least 12 inches along the crown of the pipe shall be hand-placed, selected excavated material free from stones, hard lumps or other material harmful to the pipe. Initial backfill shall be placed around the pipe in layers not exceeding eight inches in depth and each layer shall be thoroughly compacted by mecha.,ical tampers to at :east 95% of maximum dry tensity at optimum mDisture content as determined by Stan- dard Proctor Compaction Test, ASTA Designation D698-58T, Method D. All works related to the testing of the compaction, including proctor tests and compaction _ density tests shall be by the Contractor at his expense. Pour (4) compaction tests shall be taken on the water trench areas. The locations of the tests shall be selected by the Engineer. If one or more tests do not meet the spvoifica- tions as stated above, additional tests will be taken as requested by the Engineer at the Contractor's expense. (3) Subsequent Backfill: All subsequent backfill understreat and shoulder areas shall be placed ir, lifts not exceeding 8 inches in loose depth, and each lift compacted to at least 95 percent of maximum dry density a'_ optimum moisture contort as determined by ASTEM Designation D698-58T, Method D. In-place density determination shall be made ir+ accordance with ASTM Designation 01556-59T, ercept as otherwise approved by the engineer. Testing for compactions in the improved areas shall be in accordance with the testing as stated in the section or, initial hackfill. (4) Payment: No separate or extra payment of any kind will be made for compaction, wetting, drying, water, or processing of materials, but shall be included in the applicable unit price paid for the waterline in place, cc.,:?ete. f, Select Trench Backfilln Select trench backfill for the pipe shall consi,t of crushed cr naturaliy occurring granular material from sources selected by the Contractor. :`he source and quality of the material shall be subject to approval `,y the Engineer. Select trench backfill shall meet requirements for bank run gravel Class "B" as outlined in Section 26-2.03 of the Standard Specifications. The horizomtal limits for measuring select trench Lacktill in place shall be the side of the ^ ,rivation except no payment will be made for material replaced outside of vertical planes, 1.0 feet outside of and parallel to the barrel of the pipe and not the bell or collar. Any excovatiun in excess of the above requiroments shall be replaced with the native material or select trench backfill, as directed by the Engineer and at the Cc .ractor-s expense. The price per ton shall be full compensation foraelecting the source, furnishing and placing the material as outlined in ''action 26-2.01 of the Standard Specifi- cations. TP-6 ti ) .; s ELF jkr d rps;rxl ' ti ..A xp l 1v k, I IN k .l. _ r • r,•�`i P -� +d MATERIAL LIST: i IB MIN. t 1 I- PRESSURE REDUCER VALVE (FL-FL) " MIN. MIN. 1 4 ^ 't 3- GATE VALVE (FL-FL) WHEELHANDLE 3 8 3 5 4 S - TEE (ALL FL) r 13 M I 24`MIN 1 :�, 6 90' BEND (FL •FL) LONG �. - CI. ADAPTER (FL• FL) (FL PE) a-6'MW 9 rW TER 8• II - C.I. FLANGE COUPLING ACAPTE1i " t, 12 I. FLANGE COUPLING ADAPTER � 2A"MIN r 13• PRESSURE GAUGE (0-30OPS1.) �'. . 14-SHACKLE RODS 9 ANCHOR PLATE �r VAULT ) V VAULT.C O`:°.TMU CTION AND REINFORCING SHALL z I I 24 QI. BE AS FOR LARGE VALVE CHAMBER . •I !.: ..�...:.1 ,+Cab' . � i LID ;• r. —T— LID AND FING SHALL BE OLYMPIC FNDRY. -- ----� a5551 OR EQUAL I 1 ) COMBINATIONS i ± FOR Ic LINES :2 a 4" I FOR 10" LINES 10' B 4" : t I FOR B" LINES B` t 4 FOR 6' LINES 6' B 4 OR 3' i i i 31' 1- STANDARD DETAIL : FOR 5� PRESSURE REDUCING STATI +rti a , I M i WASHINGTON NATURAL GAG COMPANY HIJ Nerce.Sererl/P. U. Bur IH691 Seattle, Was6irgluu, 'INI;1 1� I�Tvlepbone AI.A.+a 1.6767 r f ,J t5 August S0. it" AUG s pUJ3"IC WORKS DEFT, CITY OF RENTON Clay of Rmatow ,... . Municipal wilding 200 Mill Avenue South _ Raton, Washi"toa 98055 -c: North 3rd Street Project At wntion: Warren C. Gonnason public Works Di-actor Ronald L, Olson Utilities Office - engineer Gentleman In reference to your letter regarding the Month 3rd Street Project we have attached an as-inatalled picture of our existing gas facilities within the area. At this tLt there doew't appear to be any conflicts with our existing facilities. However, at the intersection of Ycrch 3rd Street and Monterey Drive Northesat your proposed 74" duct running to the um-t will orosa our existing 8" high pressure main, which is located 1' back of the concrete walk. Out 8" main is at an approximate depth of 40'- to 46' and shouldn't conflict with your proposed water main. Notification of the start of this project would be greatly appreciated. If we can be of any furt..er assistants nlaaae do Oct hesitate to contact ttw undersigned. Sincerely 'Douala W Das� Area Supervisor Public ImprovewMmt Beccfon n: Ronald L. Olson utilities Office - EngLxer Burlington r+ort.iom 201 S. King Street Seattle, WA 98104 Rat Water Line Crossing ]emit, Station 692+90, old Iaciflc Coast P.e.'lroad right of way, Penton, Washingtcn Centlemen: With regard is your letter dated August 30, 1973, the City of Penton will assume the obligation of $1,890.00 for the permit fee with resj.ect to rmoving the railroad tracks on W. 3rd Ftreot so a 16^ D.I. water line can be installed across the right of way. Your office will be notified in advance as to when the tracks will have to be removed. At the Iaesent time, the contract is not let but will be in the near future. Thank you very much for your assistance in this vatter. Very truly yours, Warren C. Connacon, I .E. Fvbltc Works Dixector s I/L0 i FmB Tay, 15 t t I�Pa /tom. SURUNGTON NORTHERN 201 South King Street Seattle, Washington 98104 SUPERINTENDENT Telephone(206) 624�1900 August 30, 1973 The City of Renton Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attention: Ronald L. Olsen Utility Office Enginee7 Gentlemen: Reference is made to your request for permission to place water line crossing of Burlingtor. Northern right of way at Station 682+90 on old Pacific Coast R.R. right of way near Renton, Washington. Our people have evaluateu your request and estimated cost to remove and replace 66 track feet, including flange rail, it. order to allow your pecple to place a water line, is $1,890.00. If you will forward your check in the amount of $1 ,890.00 made payable to Burlington Northern Inc. to this office, ,. g •f+', or letter stating that you will assume this obligation, your request will be forwarded on to our general offices `%:_ and our people alerted to the fa,7t that you will be placing this pipeline in the near future. Yours vary truly, BURLINGTON NORTHERN INC. 4e T. W. Mackenroth ;t Superintendent B � ...nso. ,. y rs. to in xk Renton T-1151 f , e BR:kc y . A a i RECE" BIJRL1NG70N NORTHERN Str' 24 1973 176 East F01h Street 'F INDUSTRIAL AND REAL ESTATE - St.Telephone (612) t27.091 ,.. Telephone 1612) 227A91: ` DEVELOPMENT DEPARTMENT Mr. WarreL C. Gonnaeon September 21, 1973 Pub11r Works Directcr V City of Renton i Municipal Building +: ,- 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Gonnaeon: I ei plication dated June 14, 1973, Tn accordance with your ap neT reposed Permit No. 2 enclosed in duplicate is pL,925 covering a 16-iech water pipeline crossing in 3rd Avenue as shown colored red on Exhibit "A" attached to the permit. The agreement is effective as of Cctober 1, 1973 rental charge . ` A^ Will you please have both attestedics fbyhtheagreement Clerkexecuted and + by the Mayor of the City, agree mentiwillathentbern.ret uOneditoly returned for execution - executed copy Burini , you for your file. Very truly yours, I 1 . W. Grauel y� 1 General Manager Leases ,„�%r,, Y I 9 BY: 8. 8. von Relmst Lomas Representstdve i tmel. l�ia,n,a(, /,L..--l. y�w.. �hn.a{�-•a a�-f'u<�"�{' _ �a_i- 73 t a y s x a � i r u� j Ail A S 4 Te,..J'! S 4 04 INFER-OFFICE. MEMO m0. Avery Garrett, Mayor DATE october 1, 1973 FPOMf Richard Houghton, Utilities Engineer CC: Del Mead, City Clerk ' '"`. RE: The attached is th, railroad permit for croseiag of t`.t trackage at N. 3rd Street just veat. of Sunset Blvd. The permit requires the signature of the Mayor and the rity Clerk. RCH:pmp Attached - MAYOR s i . q To: Traffic Engineering Fro.^.' Wdter IlH lities ------------------ ------------------------------- Please review the attached plans for the proposed watermain installation for any conflicts with traffic signals, etc. Also, please review what traffic control specifications that should be placed in the bid document for this project. Your earliest att,nW on to this natter would be gratefully appreciated. Ron ser sn Attach. � ti INFER-OFFFCE MEMO ; TO• Aaery ,arr •tt, May,,, 147:: p FROM: Richard Hougl,ton, Vt ities Engineer i CC: Del Mead, City Clerk RE: The attached is the railroad yr^rmit for crossing of tiie age at 3rd Street ju.;9 ' were of Sunset Blvd. -., . The permit requires signature of the Mayor and the t ,.ty C1erk. RCA:pmp Attached t i«.w t:1 y r 'q t s �y � f ,i a. "S w , z'yk J" SCHEDULE OF "C" PRICES (W-395) N. 3rd Street APPROXIMATE UNIT TOTAL ITEM QUANTITY _ DESCPIPTION PRICE PRICE 210 TON Furnish and Install Asphaltic Conc. surface Restoration Per 'Pon i Subtotal 14.!GG,Cyp 5.3% Sales Tax Total $ 14 910.49 �_ Ir TI;E [iNDER^+ZGNED HEREBY AGREES TO START CONSTRUCTION WORK CXJ THIS PROJECT IF AWARDED HIM WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN FORTH-FIVE (45) CONSECU- TIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATA: THIS DAY OF ,1973 + ' • iat SIGNED �4 TITLE 'v�4yd rr ADDRESS F i t. 1 1 4?n 4;f 1 �{ 't'SSY SCHEDULE OF "C" PRICES (W-395) N. 3rd Street x" (Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed works shall prevail.) sr. - APFRoxIMATE UNIT TOTAL w. I_PEM QUANTITY DESCRIPTION PRICE_ PRICE 1 370 LF Furnish and Install 24" Ductile Irt,n, class 1 (T.J.) Water ripe s G.�.co s923o.oc Per L.F. (Kurds) (Figures) 1 36 LI Furnish and Install 1.2" Uuctile Iron CL N2 (T.J.) water Pipe Per L.F. 3 2 EA Furnish and Install 2" Blow Off Assemblies 300 CC Per Ea 4 4 C.Y. Furnish and Install. Concrete Blocking S i0 ,Y" s 12J Per Cu. Yd. 5 200 TON Furnish and Install Select Sackfill Material �ry Per Ton t4 6 20 TON Furnish and install Temporary M.C. Cold Mix Asphalt Restoration s i 0 00 s 20000 Per Ton 9016 4 mrvw ioo Wr ��� SCHEDULE "B" OF PRICE-'; �. (W-395) N. 3rd St. Pressure Reducing Station (Note: Unit Prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures a,:d where confli::t occurs the written or typed words shall prevail.) _ APPROXIMATE: UNIT TOTAL TTEM QUANTITY DESCRI PT I,$1 :RICE PRICE 1 1 EA Furnish materials for a 12" and 4" pressure reducing station with a pre-cast concrete vault. ■ $ s Co,100.40 5 Co.)OO.OQ Per Ea. (Words) (Figures) (Figures) 2 1 EA Installation of 12" and 4" 1ressure Reducing Station and Conc. vault 6 _ s 2 200,00 s 2 200 00 Per Ea 3 2 C.Y. Furnish and Instal:- Conc. Blocking - i s 30,0 g GO.00 Pe_ Cu. Yd. f p' 4 16 TON Furnish and Install Select Backfill i ,( Material s 3.0p S 4Y�,00 Per Tons 5 H TON Furnish and Install Asphaltic Conc. Surface Restoration t £— _ I K r'r, S 120 00 Per Tons Sub-Total 5.3% Sales Tax TOTAL S 9 Tj ,J S THE UNDERSIGNED BIDDVR HlitEBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN FORTY-FIVE (45) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE: THIS DAY OF , 1973 SIGNED TITLE ADDRESS � 1 SCHEDULE "A" OF PRICES (W-395) N. 3rd Street APPROXIMATE UNIT TOTAL ITEM QUANTITY _ DESCRIPTION IRIC6_ PRICE 9 1 EA Furnish and Install 12" Gate Valve $ FLxMJ) Assembly 3� s 3 00 90.00 y0. _ Per Ea 10 2 EA Furnish and Install 6" Gate Valve p e_i'• (F'LxMJ) Assembly $ $ 12S OO $ 250.00 1.y Per EA ' 11 20 C.Y. Furnish and Install Conc. Blocking#,.., $ s 30.00 $ (000.00 . Per C.Y. 4`�=^ 12 1500 TON Furnish and Install Select Backfill Material + .)6, Fer Ton r 13 70 TON Furnish and Install Tem.norary MC Cold Mix Asphalt Restoration s s IG OG s 700,00 > Per Ton c 14 760 TON Furnish and Install Asphaltic Conc. Surface Restoration $ I J 00 s 11 400 00 Per Ton Sub-Total $i__O 3 09,I , 00 5.36 Sales Tax ,� 2 $1 3 .29 . TOTAL THE ')NDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS 140JECf IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN FORTE-FIVE (45) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION• DATE THIS DAY OF__, 1973 SIGNED TITLE ADDRESS i F-7;Ti LATE --' 'v 1 197� SCHEDULE "A" OF PRICES (W-395) N. Src Street (Note: Unit prices for all items, all extensions and total amoutt of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) APPROXIMATE UNIT TOTAL ITEM QUANTITY DESCRIPTION PRICE PRICE 1 1300 LF Furnish and install 16" Ductile Iron, CL 02 (T.J.) Water Pipe $ _ S 20.00 S 26 000.00i Per L.F. (Words) (Figures) 2 140 LF Furnish and Install 12" Ductile Iron CL #2 (T.J.) Water Pipe Per L.F. 3 18 LF Furnish and Install 6" Ductile Iron $ L Y2 (T.J.) Water PipeTOC. S IZb Oa Per Ea 4 40 LF Furnish and Install 24" O.D. Steel oasing pipe, .406 wall thickness open cut installation $ $ ?-+00 s 4(00.00 Per L.F. j 5 2 EA Furnish and Install 16" Class 200 } butterfly Valve (MJXMJ) Assembly $ e 1 ao0.00 s z a0o.00 Per Ea 6 1 EA Furnish and Install 16" Class 150 butterfly valve (MJXMJ) Assembly S S 1 100 oc S I ,100 00 Per Ea 7 1 EA Furnish and Install 16" Class 200 butterfly Valve (FLxFL) Assembly $ _ s I ,?30.oC s 133000 Per Ea 0 5 EA Furnish and Install 12" Gate Valve (MJxMJ) Assembly $ s "5.o0 oY,5 r_ ; Per EA 1 \ di- rJL aa•Nam. \ I/f/ I � � �" Apr/ ST 17 n1 •w , t+r •y ,v v w� rYw, Sr ;7 a I. 1 � „�I.I,I / ', � • :>�a c IN 9ROOK5 ST /I Q i ": Jr WASHINGTON NATURAL GAS COMrANY I I'. ro. Nan IMa, 1e aiN«, wn,iv.rx.-.n. ^n I'I !rlrpM.nr wAin hbl6' August 30, 1973 City of Rent m 1 Municipal Building 200 Mill AvP-,ue South Renton, Washington 98055 ;. to Re: North 3rd Street Project Attention: Warren C. Gonnason Public Works Director 'i Ronald L. Olson Utilities Office - Engineer Gentlemen In reference to ywur letter regarding the North '.rd Street Project we have arracoed an as-installed picture of our er. cling gas facilities within the area. At this time there doesn't appear to be any conflicts with our exi,Ling facilities. However, at the intersection of North 3rd Street and Monterey Drive Northeast your proposed 24" duct running to the west will cross our existing 8" htgh pressure main, which is located t' back of the concrete walk. Our 8" main is at an approximate depth of 40" to 46" and shouldn't conflict with your proposed water mein. Notification of the start of this project would be greatly appreciated. If we can be of any further assistance please do not hesitate to contact the undersigned. Sincerely � a✓Douglas V. G Area Supervisor Public Improveme-rt Section cc: Ronald L. Olson Utilitias Office - Engineer R 1 1 NT �,ROFPPC � CJHtr & SPUR U6 +V CY. Oat.+ November 29, 1973 1'0+ Del Mead, City Clerk F" Ronald Olsen, Utilities Office Engineer nUD�if.T+ W-395, N. 3rd St. . . Please publish this proposed •call for . bids" on the eformentioned water line ate, project. - Charge to EAA Project 072-67 Houser way sewer and water, fund 401/534/32/63.80. RLO:psp r; 1 {[, i t�R • tI Y iy R l l � l 10. Upon any failurO of PMrfmtlee 1,,,•tctually ,a strictly to obsa:ve aril perform the covenants and Promise,marks, harain by Permitter,to be kept and performed, Railroad may termu.ate this araement on ten(101 days'notice to Pnmitte, remove the facility,and restore the right of way to its previous condition at the cost and expense of Permute f-' 11. Any notices given under the provisions of this agreement shall be good if deposited postpaid in a United Starve post office addressed to Permrttee at Pormrttee"s post office addre$above stated or as otherwiv directed by Permitte. 12, The license and permission herein granted is subject to permits, leaes and iiceroes, if any, heretofore granted by �. Railroad affacting the promises upon which said facility is located. t x+ Subject to :he foregoing provisions, this agreement and all of the covenants and promises tMrad.shall imm,to the benefit of and be binding upon the parties;hereto,their respective executors,administrators,successors and straight. IN WITNESS WHEREOF, Railroad and Permit[ee have executed this agreement the day and year firs.above written { In Priniance of RURL:NCTON NORTHERN INC. 6y 41 CjjV IffliftragLariew �C w..eu� i1AP.dVihrre� Misfit Map 4 41p^ t'• aaem faa7f f 7a s ° l I tl• t of 1. � 1L— t /' I- 1 .1 Y v,5 l vi.a•}0-87 .60. At Cif p� Oki" In 42T i 4f( fCh •TM'1IGA.,I(�...�e ,'�~ � $�PP� o s ' � It 66 $S.Fi ., •. cn It It ct r. o ro A 0 I h'O X7 �-•' VA Em co rt 0-4 I •fob go IA It A ;: 7 J + J J O w 7 G CI 1 Gb'w right at any time when in his judgment it becomes necessary or advisable,to require any material used in the work to be f replaced with like material or with material of a more permanent character;also to require additional work or .hange of location of sad facdny as a matter of safety,or of appearawp,or on account of additional backs being laid,charW of grade 1 thereof, construction of a building,a for any other reason whether or not connected with the operation, maintenance,or improvement of the railway of Railroad, all of which shall be done at the expense of Pemdtee in the rnareser herein !!� provided. t 3. Permittee shall give to tiro said Soperintendent at least two (21 days' advance nolice of any work to be done by Permittee in the excavation, construct an, anv reconstruction, maintenance, repair, change of location or removal of the facility, and Shall Conduct soCh work In wch manner as not to interfere with the maintenance and operation Of the railway of Railroad. 4. In the event that Railroad, at the request of Permdtee,or for the protection of its property and operations,does eny work, furnishes any material or flagging service, or incurs any expense whatsoever on account of the excavation fa, construction, any reconstruction, maintenance, repair, charge of location. removal of the facility or otherwise,Peritonitis shall reimburse Railroad for the cost thereof within twenty (70) days after bills are rendered therefor.If the excavation for construction, any reconsir m.nSun,maintenance,repair,change of location,or removal of the fxdity,raqufre6 any or aloof the following work: removal aril replacement of track, bridging, protection of track or other railway facilities by work or flagging, arghlaer ov uxl/a wperysion, wch work a to be performed by Railroad employees and the cost bane by i .- Permatts. I 5, In it,, -,ern any cathodic electrolysis it other electrical grounding system is installed in connection with the facility which. in the opinion of RatirOM, in ally way mterleres with any tram signals,telephone or telegraph 'mes,or other facdnres of Railroad, Permdtae upon being informed by Railroad of wch interference shell forthwith discontinue Operation of and remove said grounding system, or Ialca wch steps astray be necessary to avoid and eliminate all Such inwfsrenw.Pwmrtts further agrees to indemnify and sava harmless Railroad from and 'against any damages,claims,nosh,wits or expenses in any mane totaling from or growing ou'of In befermce With the signals,telephone a telegraph lines of Railroad by the operation, Lim or exreence,or any wch grounding system. . 4 Permntae "! and hereby releases and discharges Railroad of and from any and all liability fa damage to or destruction of the said facility, and any other prop9rty of Permits, located on nr near Rinlroad'^,premises;and shall and haPoby asssasws any and all liability for injury to or death of any and oil persons whomwawer, including office s,employees i SW,falfwbs of the parties hereto,a Suss of or damage to OrOpertY to whorttwever belonging, including property owned by, t lased to or in the taro, custody and co,.trot of the parties hereto,in any manner arising from or during the construction,any { reooMtruction, use, man:enance repair or removal of sad facility, however such injury,death, leas,damage of destruction aforesaid may occur or be caused; and shall and hereby dot --lemmfy and save harmless Railroad of and, m any a d all claims,demands, Suits, actions,damagin, recoveries,judgm costs or expenses arising a growing Out of or in connection with any wch injury,death,loss,damage or destruction aft d.Permittir fur,Lee agrees to •pp ew and defend in one name of Railroad any wits or actions at raw brought against it on account of any wch personal injuries, death or damage to property, and to pay and Satisfy any final judgment that may be renoered against the Railroad in any wch sc•f cr action.The liability assumed by Pwrro tee herein shall rat be affected on dlmrmshcd by the fact, if it be a fact, that , wch wit or action brought against Railroad may arm out of negligence of Railroad, its officers, agents, servenis or errtployses, or be contributed to by wch negligence. ►.:gK�alaadiy the tafra/ataoa a+tlkLar t'asria aaosataad to to N taarafAm"ji war latlafarltiaasioa doges o 04 rats mattaaors at 3611rog"t use otttaalraa 04010iaaa or yawls. 7. pe n^rttes shall not transfer or zo ign this permit without the written consent of Railroad. S. Nothing herein contemad shall Imply or import a covenant on the part of Railroad for quiet enjoyment 9. It ir•expreaeiy understood and agreed the Railroad may at any tome cancel and terminate that license and Permessan by goring to Parmittaa thirty (301 dews' Moore in writing of Its intension to clinical the woe etd at the experat•on of with notice this license and parmieawn shall terminate. Upon receipt of wch notice aid before the"potation thereof,Penalties. under the wpevtfiOn erd direchor of th r said Supwintendent. or his authorrzod rsPf M tauve, shah remove the tacrlity from the right of way of Railroad and restore!hit right of way and pem-axis of Railroad in a manner and to wch condition as shad be asadaesory to the Said Superintardert of Railroad. If Permittee atoll fall to remove the#=fifty and raslore she sad .' right of way to Robot cOrdifbn within Said thirty 1301 day period,Railroad at its-option may Iefooye the same and,estate the .. and right of way to its previous condition,and Pemdtes,shall pay the.Cost slid expenw thereof 10 Rsrlroad 40 4 y � I f Yipt Line No. 21) a929 THIS AGREEMENT, made this lot day of October 1973 between RURLINGTON NORTHERN INC.,a Delaware vrpor,mion,hereinafter called"Railroad,"and C117 Op RENTON, whoa Post office addres is Mara i eipsl 3166,9 RGO Mill Avenue R., Re atone Washington 98055 hereinafter called "Permittee." �e F WITNESSETH: Railroad, for and in consideration of the fee herein provided w be paid to it by Permit," and or the covensnfs eel prom herainaher made to be observed son pertormed oy ewmiltea,does hereby gran to Permittee liconsb end permission, III exuivate for,construct,maintain and nnerate t lb-inch water pipeline crossing hereinafter referred to as the "face ty,- upon, along or across the right of way of Railroad,underneath the surface thereof, and under the frocks of Its ralro,0, as the case may be, at or near Renton Station, in Its County of ling ,state of Washington ,to be located u follow..to. it:. At surrey stetion 682 plus 90-Mils )oat 12 plan 4930 feet r f ;. / 'stored zsd me sfsoawt bVP-1 ry a sandal Mae Ix»on the plat herno attached, narked Exhibit "A",dated Jaly 5, 1973 and try this reference thereto made a part herwf. _ Permittee in rgriaidmallon of such license and permission herby covenains aid promises as}oi,ows. t. Permiffee will pry in advance to Railroad for this permit the win of One Dollar (41.00) for the f tall toss receipt of Whieh is hereby aehsorledgede also all taxes and ssieswnents that may be Mvied or a wswd against said tacrltty.Railroad reserves the right to clange the yid charge at any time while this Permit remains in effect upon thirty 130)dayi written ratios.This prcveion for payment"I in no wry restrict Railroad's right of termination under Paragraph g hereol, 2- Permittee. at Premntee's sole cost and expense, shall excavate for, wnstruct, rwonstrucl, maintain and rstair the hcAiW Placing the same vJma------- fesibelew in accordance With specifications provided Is dpplidatios Anted Jose 149 1973, heretofore approved by the Railroads# f Ruses" sasapr asbineortag. j� 1 Pwmiftae slink fill in the excavnion, aril f*gore the surface of tar ground to Its PMb"condition aM61W to tare esproval of the luperuderdi nt of the Division of Railroad upon which yte 1segHy as located.Mari yuperinsltloeni/say how `k a - V t�% N T i AM BURUNGTON NORTHERN INDUSTRIAL AND REAL ESTATE 176 East Fifth Streei St. Pain,Miniwlsola 55101 z DEVELOPMENT DEPARTMENT felephone(812) 2?7-0911 e Mr. Warren C. connason October 10, 1973 Public Works Director Re: Station: Renton, Wash, City of Renton Nunicipal Building Permit No.: 211,925 200 Mill Avows South Renton, Washington 98055 Date: October 1, 1973 Dear Mr. Coraasoni 9.`.. Purpoar,: 16-inch water pipeline crossing T e. Enclosed for your record and file is the executed duplicate ropy of the vbove mentioned permit. r^ a:{ r� Very tr1 y yours, Albert W. Oraual y, General Manager Lasses �u Enc. rt ar :s 'r 1 1r . . L r � . . I � 4 �.. _ � p � _ ,` � � � ►�` . • + I `� ,�t I i !� r \ i �^ 1 f T' • 4• r J� R . . . _. .. � -L G, � /O'GRV�OO *C<>v lXJo GAIN / \\ OP>•IQ.yy. (�A►prl � \ � 1 I` � t I i 1 ri' ti ► 12" x 4' C.I . TEc C ALL cc,� TZ 11 P 2 V 34" L,-mc, 9 R tJ ""' IS' LoNc, t 4 17.E �l C-tk& a. AfW rL.L. S r'}y `ol � Z'• ( vj x 9 wtoTa WIDTH •, � sF�e� j SOA G T' �, P.iG T jy n -f(0•,� i.naa vr.� M yA.l � 2 hk0i "we> i,cu 0 34 � ; S , c b 9.. �Jpt U6 Qj _ � v�✓. n 7 �..- A. 'ca A4. �« F �q N 2, .VG 2 n l lc4 1 t I �I M ti t TTAFFIC Traffic movement shall be herein defined as applying to both vehicular and pedestrian traffic. During all phases of con- 1 stru-tion, traffic movement shall be maintained as near normal AS possible. Reasonable access shall. be maintained at all times to adjacent propertIts outside of tiro right-of-way line. Ally, r, roadways will be open to traffic during peak traffl,7 periods r 7:00 to 8:% 0 a.n,. and 4 :00 to 5:00 p.m. A1'- costs in connection with the protc -tion of traffic shall # A be considered incidental to the work involved and shall be inciuded in the lump sum price for the project. No additional compensation will be made. �1 rho Engineer shall be the City of Renton Traffic Fnl,ineer nr July authorized reprc• cntnti :,,• as used throuahnn' this slotP ic,;t 'iol:. 1 - ul INuus•P;l• walla nNn fthe lleaing elcctrir,rl 'nuI •.try codas and stan,lnrds procedures. t are li •c„ for r fc:rrucc purposes: t � Manual on Iln�t rm huflic Coutro? Dc•ciccs for Str. . ts and Iligh- t Mays Department Commerce, ;1. S. Rnresu of Rna;l... , N.iahinr,t :nil R D. C. , June, t961 . �. !rational Electrical Mantl Mq.Urers ' A,Aocintion 155 East 44th Street , New Yei'i 17, New York. 'rational Board of Fire Underwriters National Electric Code (NEC) 93 John Street , New York 7, Ncw York. i Underwriters' Laboratories 267 East Ohio Street , ChiyGgo 11 , 1111unis. Institute of Traffic 1: /gineers (IT•E) 1725 Re Sales Street 14 lti. , Washington, p. C. 200 6 1if Fidi;on Electric Inttitute (17:1) a 420 Lexington Ave.un , Now York, 17, Now York. t Insulated Power Ca'•' - r,igineers ' Association (Ii'(,6A) 283 Valley Road, Montclair, New Jersey. American Society for 'testing 'cater-als (ASTM) i. 1916 Race Street , 1'11iladelphis :i, Pennsylvania. -7 tr,. %�.cgusi 27, 197-7 5 To: Water utilities Frr-n: Clinton Morgan Traffic Engineering As per attached drawings, please note buried signal equipment and underground power cables as marked in red. Attoched also please find copy of traffic control specification. Attc. *41 47 � ^'77 w F RENTt� N �3z -- sirs �'� C T L3 N „4 4� t R 5 I rWJacmt Sw lion No. s - ±3-e' a W � N Iu1,:2P..05 W E 1,66.j,E129.03 , RUi 'Ra♦TION --- Iu/�j /r JI J7 i) i •-M rl / \ 1 ; _ -_ � 161,20161 1.665,97566 ! J ❑ _ _= f 1 ! , ,,�Q" 1 /~r -- — Jr N lel,000 33 1 NY IL �] r 3l• � I)I � o Res. N 16O � 1 TR '3TATE "vq coeot-AY ,00vz-rotj cc) rNiCK 4-4,C,40 S,q, FT. rn �4n Tor15 FN(L,uSN * ,Ns TALi- ASl�HA;_rK. Go"c A-K TorzATio^L .. . 'S.Z'aG(a SML-S rA•C Says g0 r_FAL- f0�1 STATr-- f4w4 F ,IZ6 eCM4-rrIDl- SYnTeM GGnN1=GTiLN ' E JM EicTi. IATE 55� 29 T*zro FOR 13CK) Fr F T �'' ` A! � i 06 QF r,»A Po2 t3ou FT c�R35 . �2 / F7 , + uU ^^s 1 y y 21 3 W I y Us /NR' sc }) -- A sIrvG cC F( - A + $ Z9) 72!• (v3 + 6,3 g-7.77 7. �q . USr�r� SCH 9 BfC 25) 72/ . 43 Gj 3997J f � 567• y2 a /sy7' Q � 22 1 tMtj 4f ' ��aa . sq F7' d F h'sp�( k-��o�• 1 B t ( f Avery Garrett, Mayor October 1, 1973 Richert! q- ughtea. Utllitlec engineer CC, Del Need, City Clark The attached is the railroad permit for Crossing of tho tra.kage at N. 3rd Street just cast of Sunset Blvd. The parait rsquit" the eigneture of the mayor and the City Clark. ACNIPMf Att143lad y � August 23, 1173 To: Bob Puhich From: Ron Olsen --------------------------------------------------------------------- Please review the ettached construction plans for the new high high pressure 16" water maln 1n It. 3rd Street. If they met with your approval please sign and date one of the two sets attached and return it to this office. RO:sn Attach. a Auyust 23, 1973 To: Traffic Ingineering From: slater Utilities ----------------------------------------•------- ---------- --- Please review the attached plans for the proposed watermain installation for any conflicts with traffic signals, etc. Also, please review what traffic control specifications that should be placed in the bid document for this proojact. Your earliest attention to this matter would be gratefully appreciated. Pon Olsen v- —��- sn Attach. 1 '�r August 23, 1973 To: Traffic Engineering From: Water Utilities -------------------------------------------------------------•--•-- Please review the attached plans for the propofd ice, for any conflicts with traffic signals, etc. Also, please review whtt traffic control specitttlldHas placed in the bid document for this project. Your earliest attention to this matter would be gratefully appreciated k rd n Olson Attach. r t_ c~ THE CITY OF RENTON MUNICIPAL BUILDING lee MILL AVE.SO. RENTON,WASH. 9W55 AVERY GARRETT,MAYOR 9 PUBLIC WORKS DEPARTMENT Warren C.Gonnason, Dire•tor i August 2',, 1973 Puget Sound Power and Light Co. 620 Grady Way S. Renton WA 98055 Dear Sirs! The City of Renton intends to install a new water main in R. 3.d Street in the near future. Will you pleope review the a':tached plans for any conflicts with ywr utilities if you have any in this area and return we set to as as soon as possible. Your earliest attention to this matter would he greatfully appreciated. Very tawl;• yours, Warren C. Gonnaaon Public Works Director Ronald L. Olsen Jttlities Office Engineer RLO:ec Attachments: 2 ssts x UTZ" padfic Nordwad BeN S00 S W I1h Str9et Ren,On.flesh'.20n 98055 Phone 1206)BA 8 0283 August 26, 1993 The City of - Municipai Building 200 Mill Avenue South Renton, VA—hington 96055 Public works Cepartsent karren C, C;onnason, Director Dear Sirs: Enclosed find marked copies showing telephone facilities involved within the work area of W 395, The prints as received indicated plant correctly. additional information rasrbbVeio all. telephone us added, but does not indicate any change of location from P information. 22"228, s If furthEr information is required, please call Ray Kendall, Very 'crulY Yours, Emg eer Valley-Sound Engineering RMM:7P Attachments LC kZ P 0 1J V AUG !J J�T3 PUBLIC WORKS OEPT, CITY OF FENTON , r W . P N A . 4 all It • 4 r I f aw < • rn , , y ' I • n ' i � • 4 , e • .Jl:oa 1.2, 19/3 T0: 0wn NnrmwAll, Ploance Director PION: War i-en Coaaasan, Public Works Dl tiector SUtU6CT: Warrant for 1-395, etortt( asuton, F16h *reasurs, Yoduatrial Systaf Plasma prepare a varrant to the amount of •f35.00 payable to the Mauhlag{tas State aishve' Commuslau, uspartrrat of Ulghways, for a wetor line parnit for T..-line ovorcroseing. Charge to Account 401/i31i/32/41. Please forward varraut to this office for delivery to tha al ' ar Co d.amiar, CHAPTER 116 1-4^ CA 1 ;5 CTY Of RENTNi CkRTIAICA1 ON iwt :MOtAP N F4kM1,.1MlU MR RFIVCiS jN y _d•„B INAW V. ' MF I A. IYO f IMM ,1 n II sl 19 v( <w•.. ,rb/L^ e4+sl f, py F t . c'+ I I1YIf we_ YAf b .'n a n sNN -it ANY ,.twhlY st e S I t ► 1 y rssrsww�rrr••wr� Ifffiaa•. _ _ _ _ _ ~ _ > -�••-� of kuo ••. ,. w < F7p4i&,,, ! yT_ � ' ' • • � � `w VAGIFIG +-�G R `. FOG N COY wa a. saa F , C T O R Y t7 ,.T. { ,r•• rea•a -� - r .. ..i� .._r' �— fir... s1j _ 11 . a ` faDa I - - _ • -- _»w. • -I • - � _. t• — iTo.lS 1. e • � � s ? •. s r•Aar.w• s..o► r.•� _-- _ - - _ —zc:c__--.-..-M, 1 _ - ___ _ - _- _ - Y !' _• _ x�7 1 r.. ! 1 ./ , �_f_> • �� �'� o 6n.va.•,e +ao aic. - `.re- � � \• YO '•'9 V� r t='• t�- /�I .. `.._ r _ � t fr •aG ikat'•r.wEdc4"Ti6ri -=setSty ` ti L- � _� .• -�.5 I --v- ' � -�=a. -.x. _ 1_i h0�oR _GOACN _ r•""q - —-___ -r ;.''••• I I ;- �' --•_� - -�_ al - I G. e° i �� A S\ .\: r \ •,tea a •j�•• a� e.• n -ll 7, 1��" `� r,4� • �} ` /J ~4 .•'" , vow I si9.y� -11 h�l r Ot � ; w I 1.� '•t� s w is s• „ 1 t • ; , .SrA- 4210M PBOA2iEa 74 -!? GAGE 1 j`�•- - WATER [/NE C,•RQSS/Np Y ,1 - 'i--1-�— ---� - - - '! \. ' a of NE 'i4 lu ` tl i�• J«.17.T.23N..R.SC. �i� �� � vt4 X P`J•", � •�� .1+• ! > • • T . • w �e'�_ � Jowclrt►wrtas-! M •w� • ``• 1 4-0 hIt 4•� ♦n r C° N� 6• EXHIBIT "A• - - �- _ "- `✓ •°1 PAC IF C COAST RAILWAY CO. PROPOSED ENCASED WATER L! NE CPOSc�I NG Pot ) at i� =' — _ RENTON WAS,—,i . I — — L ---- - — ,CA: E 1 : 200 F[BRUAF: 1968 3 OFF,CE OF CHIEF ENGR. SEAT WASK a .;uce 14, 1v"? Dtr. W. 1acK4u roth, ariaeaide"t Burlington 3orthern ZO1 S. [Lag Strett Seattle, Washington Subject: water L+DA Crossing Perait :last Mr. MsoKanrctb: Attached is an Application for water line crossing at Station 482f90. It would ba apprsclats" if yw would give this purait priority in your investigation. Me reason for this being tart it is a specially funded project, which Use to gc tj bid within 9,1 days. rhank you. Very truly ycura, Warren C. Coonason, P.B. Public works director 2"Ald L. Olson _ Utility Offlaa Bagineer Attaabaaeta et a C _ q ev Irz n 7``••�• WF.,. 405{ „•�' t t /;. �((! idl �. a NrL q 3 oyi � , LLg W ��. j,\{i �� �. � :i• � :�� � ADD \\ti- i AN •'aO� • Oat . >F 4 • + to Rr,.aq s" o i Leo.wa HT.3.9.X. Wl. lU JCT.PAB.X02 • r y lrh` __ • l • b 1 7 (1 r w b 1. • >n . • VIC 11\ RHM�OX . e (V L D.e O ,` 1tlS N l •H T' aawi!Q"/R �r / •t '440 r+o as r,2:.N.�yr 2 w b•a• > L , .+ l_Ri5 ♦i N A•P a[.--Rq \ P� a.ro0 D tl'eo' b . .. A. � � O! q, 1'iir /. .j• R1.�.o 01� 00 Ik.i S' � O� r1r 1� � ��� .r �.�� ro0 .� ^I • T lld� jolR ,e qeA T tlli q .r 1 .D NE' lss, T ,• T t�N,IISE wM •� hW'4 NE'(�Dec �1 _DL•E�E:�E>S '`...�f � p•lM• �pf3 W��E11 G.q♦ L••• >c< Is i'1 I ••r• •, ••>•ws ter•-••� taw w• ... . . . Me OwNER5RiWs.. _ _.—_ - — } I i.D, •,^ ....[_-_�r._Nt. E .♦ RE>I✓.DE> . •-��jI V:Piil�iwe_t 9ta•. -r ar. r C er oro.: ug" bw i WATER PRO ; 395 ! ,� NORTH RENTON . HIGH PRESSURE INDUSTRIAL SYSTEM _ r ilt milli JI _• ;N Nast.ington Natural .as co. $15 Mercer street Seattle Washinjton g81o9 Dear Sirs: T"PO t:14 c° q,rotoa iuLeads to Install a new rater wain in M. 3rd street La the war future. Will you Please review the stract A plans for nay coaflLcts with your utilitlas if you have any In this area aaL rovira one set to as as awn as possible. Your earliest attentia: to this matter wouV be &restfully sw*ciatad. Very truly yours, Warren G. Gonawon Public Works Director looald L. G.'.sen Utilities Office Engineer ELO:ec Att/Chient: 2 lots Aapult 23, 1973 2elepr.Wter Cable T.V. 106 S.M. 112th Street - Seattle WA 981.46 Dear Sirs: The City of Beuton lntende to .' :stall a new water madn iu .4. and Stree, in the near future. WiLI you plea" review the attached Diana fox my conflicts with your utilities U you hav, any in this Area Sad fet:urn ao4 sat to us as e000 u pneaible. Your earliest attentiaa to this matter would be &restfully 4ppreciated. Very cr:iy yours, We Ken C. Counason Public Works Director koa�L. �iun Utilities Office &nSineer S1,D:cc Attachumt: 2 seta 1 '1t August 21. 1977 Puget Sound Power and LiB:tt Co. 620 Grady Jay S. Kenton WA 98055 Sear Sire! The City of Banton 1ntamj rr. tnvtull a new water iutn in ;.. JrJ Street In the Haar lutura. Will you please review the attache. plans for any cmflicta with your utllltles 1f you hats any in this area and return one war to as as so-.a es poeslbla. your earliest attention to this natter woulw be greatlully appreciated. Vary trxty yours. Warren C. Gonaason Public Works Director Ronald L. Olar. Utilities Office 3agLnoer K1A t as AStaMaentst 2 vote 1 t s Au`ust 23. 1913 par.ifie Wor:hvest Bell Telephone Co. 3W B.W. 7th Rantm VA 98055 war Alm The City of Renton inteode to lustall a new water Bala in W. 3rd Ureat. in the mar future. Will you please review the attached plane for Say conflicts with your utilitise If you here Say in ►hie area and return one set to w as Boon a. possible. Your aSrliust attention to this na':ter would he appreciated. Very truly yours. Warres (a. Gooassoo pu:.lic Works Director dose L. olsen Utilitiaa office RngLa:.er up:cc Attaabarate: 2 Oats ( r. , RECEIPT owwu STATE OF WASHING'ON RFCE�m 11146 ?�/.G' DEPARTMENT OF HIGHWAYS NuueER RECEIVED FRROM/'__ V"• cATE 73 ADDRESS�`': �, � I �i C'• i``�� �4Lt �_ATd OSS _- PAYMENT MADE BY CASH CHECK, DR,%FT OR —/� El WARRA.NT NUMBER�eki.(e l , - P. O. MONEY ORDER NO,--P. O. AMOUNT = 3 IN PAYMENT (EXPLANATION S elIV5 IS / 74/s SeC', --- A/ AUT,OIIItt CITY OF RFNTUR CREDIT TO: - MNt[T NO 'JN'T C E ��Z — Ti1YEE NO 4YOYNT wORR ORDER NO. SEE REVERSE SIDE FOR NSTRUCTIOrvs .�.r.oaR ua-gym�Ti Itr Gate i 10. Upon any f.uhua o! PefmdicL punc"j,I I v atul stucns to ulrvwve ewl laarlprm me uavcnams and promises made herein t,y Permnlee to be kept and performe4,Railroad may terminate tbis agreement on'. it 110)days'gas ice to Permit tee, remove the facility,am$resttm,the right( f way to its Previous condition at too cost and ex[mm.0 of Permit tea. 11, Any notices given nnder the pmvcinos of this agreomern shall be good if deposited postpaid in a United St:tes post office addressed to Pain'itt "at Pefmjttee',prt office address above stated or as otherwise directed 4y Permitlee, 12. The lieen:e and permission kcrein pranced is,object to permit., leaves and licenses, if any, heremfore granted by Railroad alfccting the premise:ujaonwhich--A f.xility is heated. Subject to the foregoing provisions, this agrecrnt:ni and all of the rovenana and promises thereof,shall inure to t'v benefit of and bebinding ur.on the parties horeto,their rczpective executors,administrators,su:assors and assigns. IN WITNESS WI IEREOF,Railroad wr'_'Permittee have executed this agreement the day,nd year first ahove writt,n. In Presence of: BURLINCTON NOR MEIN INC By Genial Mapper-L.x., CITY OF RENTOiJ _._. _.._ �y �i i�i2lA .duy r CityClerlk -- i jk- i r win 4,MTa h]: 'tl rY. 1 ! •1 . ''+/'F.-f. yJ�•Y•b•37 �QOrN � 5�4 ,�F+�X�.. J� 1 i jl t o ` sir P "gh�.. . Eh't•OA 7,;h Q `l F,fC Y] n�•AI CI:lr.. � oe) tl '� •\ � ,� J ,Y to Uj � J 'I d6$4f5.^a.5 � ��✓r 11 '• (� =X. ��/�� � �• 1\04x , AN .h ro O m W ! VCt r m QVA W W FJ ct tj y W I Ll PV to r , , 0 IT � 1�• a'� � iF!� `` tit I e , :o N LjINS 1 I M f , ! I 0 c '� w Is. Vq.c Lrtu; , I.., , 110S AGREEMENT, made the, lat day of r IU ,? Lr tr,een ilUe_ NROON NORTHERN INC.,a De:awae corporation,heminefterc,lled"iicilroid; and CITY or Rmiii'CN, Who"post office address is Icuuic'ipal blug„ ?00 Mill g„ Washin ;tun y8Og4 "Permrttee WITNESSETH: Railroad, for and in consideration of the fee herein provided to be paid to it by Perrnrttce and ur the tt venm+ts promises hereusc:lcr made W be observed and performed by Perminee,does hereby grant to Permute¢kCarise ad/ermis--,c [dexcwats for,construct,maintain and operate a 16.iIl Ci+ :fatE� hFP.y' ne cry 3;-.iag ` itrreinai:er referred to as the '"facility," upon,along or across the right of way of Railroad,undun.:eth the surface nereof, and ender the backs of its railroad, as the case may be, at or new .. Uotion, in the County of " ,State of - - ,to u. Iccated as follows,tosvttt .',t survey Station 662 plus �0-14i1e Post 12 P144; 4)30 colored red � as shown by he,:vy dashed blue lion �n ;he plat here,a atached. narked E>.6,1-a "A",dated .,�:,1.9 j, 1973 and by this reference thereto made a part hereof. Ber:nittee in consideration of such license and pemnsston hereby coven;;nt..tnd promises a.tullaws: 1. 'armittee will nay in advance to Railroad for this permit the sum of ,.,r u„llar ( ,a,!�•') for Vic full term, receipt of which is hero by ac;::,.,,lc :,;r;d, also Al taxas and as~.)enis that may be levied or n:sessed against seed faclhiy.liadroad rese,ees tha right to charge 'he ow charge at am time While Uns permit remains in effect ups.thirty i3glt day;wrote„nntiss.This prevision for payn...a"I in inn way restrict Railroad's ri2ht of termination under Paragraph 9 hereof. 2. Permittee, at Pismittoe's sole test aril expense, shall excavate for, edns,ruct,reconstruct,maintain and repait t facility placing the same at least--- feetbelew in aOc-,)rdai.cc a ;i 3?'.^.1.:'lc'sti5n6 pr CVide;, in ar,lication doted jail, l., ISM, aeretof;,r,: npnrnvcd b,; the Rtih ,.a&'d Re�. ..,ial Idauai;er RnRiueerint;. VieNrfthe itself fill in the excavutin, , and restore the surface of the g, ,d w its pfirvioui condition subject to the 4"sovat of the SutseNn endent of the Drvisem of Railroad upon wh ch the fat. r s.:mtatcd,:;ai.Cuperintandent shall h,.ve r>