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HomeMy WebLinkAboutWTR2700804 W 804 Renton Airport ix BEGINNING OF FILE ru[ nrLE w Wlenton Airport op Ltt ( ldo lt E ( ri ee �� n9 wroee�s A&IJ COMPLETE SITE DEVELOPMENT SERVICE UTILITIES,SUBDIVISIONS.ROADS.PARKING LOTS,WATER LINES.CLEARING,GRADING BCy0ties �csulw Bay Cities Construction, Inc, is engaged in the instal- lation of complete utility systems and small to large scale projects. Typical projects includes 1) Sub-lAvisions 2) Parking Lots S) Clearing 4 Grading 4) Sewer k Water Lines 5) Flnbile Home Parks 6) Roads tpublic h private) 7) Sewage Lagoons & Pump Stations B) Water Distribution Systems h wells Bay Cities Construction, Inc. offers a special advantage to prospective clients because of the Engineering background of its president and the ability of the company to adjust to problems on-site. The company's philnsuphy is to help resolve those problems with the least cost and impact, before they become a detriment to the project. Another advantage to clients is the substantial equipment resource available. A partial list of this equipment readily enc- losed. The availability of this equipment, plus the guarantee of immediate repairs by our in-house maintenance crew, insures project completion in a timely manner. We provide the client with personal attention and a high degree of project control . The experience and knowledge of key company personnel is substantial in contributing to successful project completion. Cali fur pricinc and/or any other information which we can provide for you. Sincerely, Russ Bednorz�i President 2218 11.h STREET EAST TACOMA,WASHINGTON 98445 2061Ii31 AM STATE COLT AEG .BAVCK:'274M t,N P. qf: _ Pbasw •OIwp wl•lY 1.. 1 gll,f C.W ul lewou Wa• P.P O. 00. 1 U Pnbb. umn. . U. Bo. IyU! f, W.1h..yN.0 VH4II IYWI :lY A1Nnlwn J J H/N 5 7 DEPARTMENT OF PUBLIC UTILITIES Paw J Nobm, 0.,,ov, hay Cities Construction, Inc. 2218 - 112th Street Fast Tacoma, Washington 90445 Attontionl Puss tlednorz C,entlemen t We want to commend you and your crews for the work completed on the recent water main construction projects 19RO-24 and L.I .D. 5612 for the City of Tacoma. The work was professionally done and we appreciated the cooperation throughout the construction. We hope you will continue to submit hid• for future water main construction projects. ve y truly yours, I Q< John A. puller ^v f"�r' Superintendent , Water Division .IAP;rPn:rl r RC: =;`JED FEB 2 IPRI land Planning & Management 4M ^ �� 2tva 631-1407 -�� 22627 - 152nd 5 E , Fen!, Woshington 206i6'8a February 25 , 1985 Mr . Russ Bednorz, President R Bay Cities Construction Co. , Inc. 2218 - 112th Street East Tacoma, Washington 98445 Regardingr Company Reference Dear Rusel In accordance with your telephone call on Monday, February 25 , 1985, requesting a letter of reference from us . we readily agree to provide said reference to you. While we have only been involved with your company on two (2) land development projects, "Dash Point Estates" and "Westgate II" , we were impressed with your kneeledge of land development work, your cooperation in achieving client and City desired results, and your heavy-construction equipment available to perform said work. Prior to working with you, we had heard rumors regarding unsatisfactory work, so we were very skeptical about your performance during our first encounter at "Dash Point Estates" . To your credit, we found these stories untrue, and your work to be of fdan not ellent quality. It was a pleasure to work with a company that" try to nickle and dime" us to death in their quest for extra! We are satisfied with your work for us in the past, and have no qualms About heartily recommending your company to others. Please feel free to have any of your potential clients call us to further discuss our past experience with your company. Sincerely yours, Land Planning At Management, Inc. (( .t ,,i k {)�.�V __� David R. Millard, P.E. , P.L.S. President Property Investigations Lana Plannina land Reclossi icalion Pudic Relauons Feasibility Studies ErwRonmentol Studies PLlD Subah sion Piocessesg Prolect Manogenienl Frnanrlol Protormas Markel Studies Public Ag^ncy Interlace Construction Management s . ]KCIARIP I PS&EA INC. SURVEYORS AND ENGINEERS P.O. Box 1011 • PUYAl I k1P,WA 98371 PUY: W-8811 SIA 838-14.74 Febraury 27, 1985 Russ Bednorz Bay City Construction 2218 - 112th St. C Tacoma, WA 58443 Re: Sumnlwrhill 84-2328 ;)Par ituss: The project of Sunnerhill Health Care Facility is nearly complete. 1:P are. Pleased in the manner Oat your construction crews performed their tasks. The project ran smoothly because of you and your personal expertise in understanding plans; construction methods and co-ordinating the project to final inspection. A lot of contractors can complete only 95. of the project and let the other 5% slide; this is not the case r+ith your people; they understand 100, is the only way to complete the project. We are looking rorword to :!orIA11q with you in tile roar future on other projects. Cordially, Xle Robert A. !Sennett, PLS KRUTAJR ENGINE!RING, INC. 4502Woudplace S.E. Lacey,Washington 98503 Teiephoie 206-456-1661 Tacoma area ton free number.627-3210 11 2 1 2-941h Ave.E.,Suite B Puyallup,Washington 98373 1 ele phone 206-272-1821 r����+...�� i February 25. 1985 Russ Bednorz RECEIVED FEB 2 6 1985 Bay Cities Construction 2218 112'.. Street, East Tacoma, Washington 98445 Dear Russ: Russ Bednorz, as Bay Cities Construction, did the street grading and site work On n arlhdl vl sl tin, "rhnrnl Iln"ar. 11111, n„nnrl fly nl rh rind r`nggy r'ntlnrenn nnnr llwdbpul 1, woshlhg'un. Ihl� uppru>,lmule 4ll ur.lu euudlvlylun wde lugged obuul 5 yenrs prpvlous to the work we did. Thn clearintf, grubbing and site vork together with the streei work was exceptionally well done. The consideration tho erlulpmenf oporafors qnve to drninngo, apoc!mnn Irons and nn overall 'rhoadJ up", "caring" attitude was refreshing. I'm sure that this attitude came from Mr. Bednorz as he was most cooperative In all our dealings with him. I would r ne rwnmo ml Ilirxn bnsod on Ihnit olflluda avc; efficlency un Ilia project that f ivy worked on for us. Yours truly, / i Norman 0. Krueger NOK;CMV Consulting Engineers and Land Survelors COMMERCIAL EMPIRE INC. GENERAL 428 10th AVENUE KIRKLAND,WA 99033 LICENSE 41133-01-45489 March 7, 1985 Pay Cities Construction, Inc . 2ZIS - 112th Street East Tacoma, Washington 98445 Attnr Russ pednorz Dear Mr. Bednorz: we at Commercial Empire. Inc. wish to commend you and your crews on your patience and perserverance in completing our utility worst on Summerhill Nursing Home. The City of Puyallup put us all through some paces and you people tell in step perfectly. Seriously, we appreciate all the fine work and the timely manner in which you completed your end. i1lso, thanks for taking rare of all the little extra jobs that occurred white you were working. W- appreciated your flexibility throughout the project. we well he sure to call you on our next available project. Sins 7 rely, 6J i m Foley, OMMERCIAL EMPIRE COMPLETE SITE DEVELOPMENT SERVICE U111.ITIFS,SIIt101VISN1NS,rK ADS,PAp1UNf,LOTS.WATFn 11Nr5 Clr A1UNO.ORADINO BcyCities FARf1IN, LIST OF EOUIPMENT 11 1h';!il: Inlerngtlnngl LI Dozer with lilt, Itipppr. and Clearing Blade 2) U-9 Caterpillar U Dorer with Tilt and Clearing Slade 3) 295D lnternationol 3i Cubic Yard Scraper 4) 310 Mich)gan 35 Cubic Yard Paddle Wheel Scraper lr'1 1'nnr. Cr nw)er ilr lr r•r Wi ! le /. W;1y fU r1.lr•, Prrtm, nn1 Clearing Blade 6) 544 JU 3 Cubic Yard Articulated Rubber Fired Loader Enrlid 3 Gd1ic VArd flrtirttl At*d Rubber Tired Loader fi> 4t'i t)rntt 1 Cubic VArA Trnrl^ MI»ultF•d MyIL-Aul I L 71CaYator 91 960 Caw* 1-1 /0 Cubic Yard tract•. Mounted Hydraulic Excavator }O> 1("X# Inslsy 1-1/2 Cubic Yard Track Mounted Hydraulic Ext AYALOr 111 LHL) Case Rubber Tired Bgckhoe with Emtendable Doom 1 t 19..1 Dyn Al Hi@ Irl ltlhr>.r f i rwd Itm.1 11tw with Sweeper and 1111P IIACP AttachmentFs 1 ?? IhrpP Ar. le Trucb Irectur And Three Anle 5v Ton Luwboy 141 1t. Cubic Yard UIImp Irtitkw and Pup TrAilprn 1U) 2,mc ,;allnn Watpr Truth 16) Cat Road Hratlpt Misc"110neul.I. Small IEquipmpnt on )land I ll.hpr EEluipn,;Ant AvAllable When neel.lpd 220 112t11 STREET EAST TACOMA.NAtSHIN(ITON 98"b 20&331-34 8 SWEIX l M0, 00AYM-24IIN supplyVext: l C R E D I T_REFERENCE S U.S. PIPE 6 FOUNDRY 246-0306 7418 South 2.12th St. Kent, WA 98031 BOISE CASCADE 582-1444 9721 40th Ave. SW Tacoma, WA 98499 GEORGE SCOFIELD 383--5372 1543 Dock Street Tacoma, WA 98402 SHOPE CONCRETE R48-1551 1618 East Main St. Puyallup, WA 98371 RROFF ELECTRIC 3R3-3511 3309 E Union Ave. Tacoma, WA 98409 HINDS SUPPLY 1-900-562-9629 8001 S 222nd Kent, WA 98031 MAC'S PLUMBING 474-8579 5004 South 7acuma Way Tacoma, WA 98409 RENTAL MARTS 927-1011 29805 Pacific Hay. E Federal Way, WA 98003 SAFETY BARRICADE 272-2421 303 South 21st Tacoma, WA 98411 TACOMA SCREW PRODUCTS 527-3444 2001 Center Street Tacoma, WA 98409 THRIFTY SUPPLY 474-9576 2415 South Tacoma Way Tacoma, WA 9B409 VALLEY SUPPLY 531-5777 10625 Pacific Ave. Tacoma, WA 98111 WOODWORM & COMPANY 383-3585 Page 1200 East D Street Tacoma, WA 98421 WASHINGTON HARDWARE 272-0311 P.O. Box 1437 Tacoma, WA 98401 Architectural Woods 383-5464 1201 Puyallup Ave. Tacoma, WA 98421 Cochrane Northwest 572-1J282 1916 Marc Street Tacoma, WA 90421 Pr w%wr vwt 1 vw Poi nt-w ')400--a41u Airport Way U Seattle, WA 98108 St. Regis 572-6150 733 East Ilth Street Tacoma, dA 98401 Tacoma Electric Supply 627-3982 815 South 2Bth Tacoma, WA 98401 Williams Oil Filter Service 627-8163 1741 Jefferson Ave. Tacoma, WA 98402 Puyallup Sand & Gravrnl 845-7584 17599 Meridian South Puyallup, WA 98371 M.A. Segale. Paving 575-0150 18500 S Center Parkway Tukwila, WA 98188 H.D. Fowler 746-64C3 P.O. Box 160 Bellevue, WA 98009 job-,2/d22i1 F 'FcER.! I C7US WURK DESCRIPTION YEAR BONDED AMOUNT Bonneville Clearing 1980 United Pacific •450,000 Wright of Way City of Tacoma 01980-24 19131 United Pacific 81,000 Water Mains City of Tacoma N5612 1981 United Pacific iB2,000 Water Mains Port of Tacoma 1981 United Pacific 119,000 Grading Rrwmerton U.S. Naval Sh.p Yrrd 1981 United Pacific Iu0,000 Fire train 0ayh Point Estates 1981 United Pacific 163,000 Sanitary Storm Hoover - Lexington Court 1981 Non-Bonded 30,000 Sub-Division City of Tecomr *5627 1982 Allied Fidelity 37,000 Water Mains _• 1400dsport Clearing & Grading 19R1 Non-Bonded 120,000 Sub-Division Westgate Grading & Utilities 1084 Non-Bonded 700,000 Sub-Division Woodland Estates M.H. Park 1984 Non-Bonded 270,000 Mobile Home Park Timberline M.N. Park Clear & Grad 1984 Non-Bunded 200,000 Mobile Home Park Summerhill Retirement Center 19B4 Non-Sanded 260,000 Rebuild 4th St. Puyallup 4.auan Remodel brick 60 unit Apt. 1984 Non-Bonded 330,000 Rehabilitate 1924 Apt. ..,., .- -a.-r.--.w.. .- ...� -.:a . ::. _:.-. .« .�.•: .sec:m: ...a� +c ., let. lot ,I Lauan Apartments, built in 1908, undergoing sprucing-up, restoration ICKSnN is happy that the lad tires art She has lived In The Unm Hatch offered accolades to the by JIM ER back. Apartments done since the City of Tacoma to- its M01sera- yht News ICKS 'rhat the building Is vMergc- death of her husband In 1971. lim He noted ,oil fire and Phoebe Webster smiled and ing a $300,000 renovaba gouts They had no children bvdgmg ofhclals gave him good . .' proclaimed,"It's beautiful•' ber pleasure. "Everybody who has lived advice and he apprerined that g%4Y '.. She was reform to the lace .. hen 1 moved in,It wu like WMman said a number of 1 p here has been sr darn Rood to A she has called home once 1976, new;' Webster recounted '(Tel' me;'Webster aa:d beaming longtime pene heold hi who have the Louan Apartments on SaulA dean and peU were not ai'swed" happened by 1o1J min they have r I Ith Street bet Ween I Street and She cannot recollect exactly Aa long at she can remember, minted watching the restoration Yokima Avenue, when the building bagar going the building had cover been re• of the JAuon i Webster, 05. has lived there downhill but the believes 1:coin, modeled estens,,Oy, About all Hatch holed that In rrelim longer than anyoco else She has ceded with when chJdtee and that was ever do @ .he said.was years the building had attracted seen the apartment building In pets were permitted to ha In some painting. a lower class of tenants and that •j:,a i �l • Rood and bad time,and now she the building, "EverytOhig It hke brand new he am aware of some Incidents no.",she mid 'l'r going to In of violence and drug use m the +y place Rut he vowed there will he e.ae�T�,'•7 '}' _ lxaulihi" achar e. a �r^ ti t > w7li F N-S - Liaison momaser Mike Whit When the building it mmpltl- 1 �k a t man mid the at'urture• built in ad in March,Waltman sold they • � �.�.i•—.o L-— '� 1901 as a hotel,la being restored g will of Iwkm for n different children l'9Tdl � l The work ls being done bl Ray type of Imam And tw chddr<n aF wv Cities Comtrvceor Co of lieu- or pro will be allowed •'We"looking for nhoml to a f l me0estly middle Income;' and 6 '. Arnold Hatch,DreptMy seam se, for Sedtle s Caprallo A trsmh. n+tl Ilul she -11 v s•R •'e Clark,which manage the build. nought r•.n1 w will Include ele<•m Ing lee a group of m ova on who eat rate, cable TV. appliances van rho. own It, and the word ,hush- and`aur.i cy service Pheebe Webster In her home of 49 years meat mahogany Thee, it was •yl appropriate,he mid.that all thei1 - mahogany 1n the bnhy,and mit. case was refurbished. I. Reties "Oneh.ng the wood I �I work, including the window 1 qq j mall", Hatch mid. the project n 11 bat involved replanering and m. I sc_ •'TF. painting on all three noon and , In all ail units r ..The building wasn't re plumbed but fixtures and bath- _ ri•I: tubs wen replaces:"mid Hatch y ' `-• 'The electrical lee panel,ware upgri drd and the cool totally re- + 7 As •_�' 1 ry j''. T placed Nothing was dope to the r,e brick tan she camusel H I In good ' ; _ �•i '� A_'F: i shape•• . Norman Willis. 11. a resident of the apartment building mid be was asked to refinish the •' '+ f suodwnrh alter tin canvarver I•� �.. � cow some of Or things that -- ,w Willie had made Tram burls e r out••• Although he lsbe paid OWL do truck. to _ r iors,be seca.hr is umel It's a Ise ni The venersble lauen Apartments fun" Ma',bgany In stwtcase has been refurbished Seattle port official launches ' Money rates r us.s/d"26. i R E SUM E PERSONAL% Russ Bednorz AGE: 42 2218 - 112th Street East BIRTHDATEt 5-10-42 Tacoma, Washington 98445 HEALTH: Excellent (206) 537-1398 HEIGHT: 5' 11 1/2" MARITAL STATUS: Single WEIGHT: 195 lbs INTERESTS: Outdoor Sports, Boats, Political Action, 'Served on Executive Board of Washington Dump Truck Association, Served as District Leader for the 25th Legislative District and have served on various Community Boards Committees and Projects. LUULAIIUN% Lincoln High School SUBJECIB% Pre-Engineering Tacoma, WA Graduated in 1960 Olympic College SUBJECTS: Engineering Courses Washington State Univ. WORK HISTORY: 1952 - 1963 Bednorz Construction Co.- Father's Business, started by cleaning shop, then learned equipment repair & ooeration, job management, estimating & bookkeeping 1964 - 1968 Self-Employed - Log Hauling, Dump Trucks Utilitie & Earthwork 1968 - 1969 Started & Managed Utilities & Earthwork for a Mechanical Company. 1970 - 1972 Self-Employed in Family Utilities & Earthwork Corporation. 1972 - Pres. Bay Cities Contruction, Inc - President, Gen Mgr. PROFICIENCIES: Construction Estimating, Contract Administration, Logistics, Purchasing and On-Site Supervision. REFERENCES: Charles Robert Link - Commercial Leasing & investment, Inc. Eastern Airlines - Pilot vernI /PXt : 1 R E SOME Vern Hay.kinson 10301 Cadillac Ave. S.M. Tr=oma, WA 98499 Marrieds June, 1956 - two children Military Services U.S. Army 1953-1955 Mork Experiences 25 years in construction industry primarily as job site foreman. 1960 •- 1969 Nick Bosko, Inc. , Tacoma, Washington. Job site foreman. Million Dollar plus jobs on Metro Sewer in Seattle area. 1969 - 1981 Hanson Excavating, Inc. , Tacoma, Maahing .on. Job site foreman. Million dollar plus Sewer Jobs 1981 - present Bay Cities Construction, Inc. Job site Superintendent - Water, Sewer, and Excavation Jobs. RESUME PERSONAL: James K. Williams AGE: 30 3836 East B BIRTHDATE: 12-25-54 Tacoma, Washington 98404 HEALTH: Excellent (206) 472-5782 HF_IGHT: 6' 1" MARITAL STATUS: Married WEIGHT: 260 INTERESTS: Outdoor Sports, Fishii ,, Hunting FDUCAlION: Arvin High School SUBJECTS: College Prep Arvin, California Graduated in 1973 G. P. A: 3.50 Chico State University 5 years of study in Agronomy & Chico, California Real Estate - Graduated in 1978 WORK HISTORY: 1976 - 1978 New Hall Land Company - Foreman 197d - 1980 Tozer Construction - Superintendent 1980 - 1984 Self-Employed 1964 - Pres. Bay Cities Construction, Inc. - Marko-tinq Rep. and Building Construction Superintendent REFERENCES: Jerry Tyler. Parkwood Realty (Broker) Bob Tozer, Owner Tozer Construction Doug Andrews, Broker Andrews Land & Homes pai /d1B: 1 R E S U M E PERSONAL: Patrick W. Cearley AGE: 36 P.O. Box 31 BIRTHDATE: 12 -18-48 Burley, Washington 98322 HEALTH: Excellent (206) 876-4225 HEIGHT: 5' 10" MARITAL STATUSs Married WEIGHT: 210 INTERESTS: Wood Carving, Boating, Swimming, and Home Carpentry EDUCATION+ R.A. Long High School SUBJECTS: General Lonn,view, WA Grado.4ated in 1967 WORK HISTORY: 1977 - 1977 Taylor Bay Logging - Logger 1977 - 1977 Richard Tallman - Timber Faller 1977 - 1978 Mary Hagger Construction - Truck Driver 197B - 1983 Kitsap Mechanical - Equipment Operator 1983 - Pro%. Bay Cities Construction, Inc. - Equipment Operator REFERENCES: Phill Printer 373-5602 Roger Aiken 377-0393 Dan McKean 857-2487 t_II fly/d1Rt 1 RESUME PERSONAL% Cynthia L. Schimon (DeLand) AGE: 21 127 Military Rd. South ND2 BIRTHDATE% B-23-63 Tacoma, Washington 98444 HEALTH: Excellent (206` 531-0159 HEIGHT% 5' 5" MARITAL STATUS: Married WEIGHT% 140 INTERESTS% Bowling. Bicycling, Reading, Baking EBUCATIUN% Roger% High School SUBJECTS% Business, Puyallup, WA 99373 Clerical Certificate, Graduated on Honor Roll 6-81 Bookkeeping h Recordkeeping Shorthand 1, Typing I & 2 Fort Steilacuom College Night Course% Data Processing, Accounting WORK, HISTORY- 10/81 - 6/81 Tacoma Pipe Supply - Accts. Receivable 6/81 - Pres,ant Day Cities Construction - Full Charge Bookkeeper REFERENCES: Mrs. Wharton, Rogers High School Teri GonsPth, Asst. Teacher Julie Graham, Friend 1i r/illli: 1 RESUME PERSONAL: Lisa M. Melton AGE: 20 12101 - 107th Ave. Ct. E. BIRTHRATE: 6-18-65 Puyallup, Washington 98373 HEALTH: Excellent (206) 848-3207 HEIGHT: 5' 3" MARITAL STATUS: Single WEIGHT: 120 INTERESTS: Bowlin4, Camping, Volleyball , Boating, Meeting new people EDUCATION: Rogers High School SUBJECTS: Business, Puyallup, WA 98373 Secretarial Certificate, Graduated in 1983 Accounting 1, Shorthand 1 & 2 G. P. A: 3. 14 Typing 1, 2, 3, & 4, Business Communications, Business Math WORK HISTORY: 2/82 - 9/82 Willows Drive-Inn - Waitress 10/82 - Present Bay Cities Construction - Secretary Filing, Word Processor, Answer Phones, Calculator REFERENCES: Judy Hamilton. Secretary Alice Waltrip, Teacher Parbara Stevens, Re-Hab Nurse Transamenci Transamerica Insurance Group Insurance Services Notification of Policy Termination +"1" or Deletion of Coverage to Bell Anderaon Agency, Inc. 64-2892 Kent, WA Certificate Holders r To: City of Renton c/o David Tibbot Address: 2000 Mill Avenue South Renton, WA 98055 1- -J RE: Manfred F. Duake DBA: Manfred Daske Co. Manfred F. b Marjorie J. Duske Individually _ Policy Number(sl: T7 19266270 The box tbat is checked is the one that applies: ii Please accept this as notice that the above numbered polity or policies are being terminated effective: 7/3/86 at 12:01 a.m. 0 Please accept this as notice that the vehicle(s) listed below in which you hold a security interest is/are being deleted fiom coverage under our policy effective: at 12:01a,m. DESCRIPTION OF VEHICLE SERIAL NUMBER Signed Auihoraed Rprnentziwo Alan Vahrenkamp 12743 A (1/81) ♦ � " — -.a`�.. p. ,, � � � � cps- �st9 „�..,�.• �� :.. I r J ✓FK-v per---t f �- _. ; o\ p'1. b`tb ,��� 'Ji��` ' �� � , �. b�� i�t> 'tjly � ��yy�rJ$� . . tj V �? ' Q s � j �'..{�� jib%' �� � ' 014Nz CALL FOR LATE TIME L..'1 U._�. p. Ni 0 or TELEPHONED RETURNED YOUR CALL A CDC][ NUMBER /�tTlNfl6X'1 E�AGE: PLEASE CALL A WILL CALL ACAIN - GAME O ' Y _ V WANTS t O SEF�00 SIGNE0 '.Fx - 10 .. f V h., _.. . �.�c Lu - •. r�. .� I sa�Aa,.: y,a.�.�, i i `,"'!?1� M j . r-y .mO6 -7 A- ? 3ax� Ci3 �� �� G N� �Lv 2,)7 - c �vo J tRr r a tLMi k ll � a RENTON AIRPORT L _- ,, 11EDULE OF PRICES SOUTHEAST PERIMETER ROAD GQ��o �OiO - W-804 (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 words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT N0. QUANTITY (trait Frices to be written in Words) DOLLARS CTS. DOLLARS CTS . 1 . 602 L.F. 12" Ductile Iron Pipe Class 52 Tyton Joint. p $ ,." "t, v „a ,.brds) Figures) Per L.F. 2. I 25 L.F. 10" Ductile Iron Pipe Class 52 Tyton Joint ( ) 5 Per L.R. 1 3, 515 L .F. 8" Ductile Iron Pipe Class 52 Tyton Joint _ Per L.F. 4, 3 EACH 8" Gate Valve Assembly w/Cast Iron Valve Box -, $t� I t Per Each 5. 1 EACH 10"Gate Valve Ass^mhly w/Cast Iron Valve Box Per Each 6. 1 EACH 12" Gate Valve Assembly w/Concrete Vault Per Each 7. 2 EACH Corey Type Fire Hydrant Assembly I $ t 1 Per Eac 8, 1 EACH Reset Existing Fire Hydrant & •Valy - c ` Per ac 9. 6 C.Y. Furnish & Install Cement Concrete for Thrust Blocking c / c,u , ( rc Per C.Y. 10. L.S. Plug & Abandon 6" Watermains & Remove Concrete Vault I 00 u $ Per L.S. I I I RENTON AIRPORT SCHEDULE OF PRICES SOUTHEAST PERIMETER ROAD W-804 (Note: unitprices for all items, all extensions and total amount of bid must be shown, Show unit Prices in both d words shall Prevail'.) and where conflict Occurs the written or type ..�.�� AMOUNT ITEM APPROX. ITEM WIT1% UNIT PRICED BID UNIT PRICE NO. QUANTITY (unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 11 . 10 C.Y. Bank Run Greael for Backfill 4 30 o b or gores Per . . 12. 45 TON Asphaltic Concrete Class B va for Pavement Patching So 2 a SQ 5 Per o I 13 2 C.Y. Portland Cement -oncrete for Pavement Patchirl 6' a, DOd Per I 14. 20 TON 5/811GradeCrushed Rock for Pavement Sub ac r YOO 6 ' Per Ton 15 I L.S. Lonstruction Staki g / I Per Subtotal 8.1% Sales Tax ' I TOTAL , ? 10 ZC� i i i r i N I ADDENDUM N1 SCHF_DULE OF PRICES RENT014 AIRPORT UNDERCROSSING (rvote: Unit prices for all items, all extensions and total amount of bid must be shown, show unit Prices in both words and where conflict occurs the written or t and figures ITEM `- - YPed words shall APPROX. Prevail./ NO. QUANT1Ty ITEM WIT}{ UNIT P (Unit Prices PRICED BID to be written UNI-_-T PRIC AMOUNT E 1 in words DOLLARS' L.F. — ��CTS• DOLLA 1 )3 12" Ductile Iron Pipe Rs CTS. Class 52 Tyton ,Joint Per 2. O r U Rio L.F. 16" D or s figures Ductile or pipe Class 5? Tyton Joint $ � a Per 3• 1 EACP 12" Gate Valve Assembly with Concrete Vault $ t-n t Per /`o-cc� 4• 230 L.F. Furnish 000 & Install 30" Bored Crossing of Renton Municipal Airport Runway 5. 3 C. Y. Per L.F. Furnish S Install v for ThrJsl Cement Concrete Blocking $ b• 180 TONS Per Each o c) L• d c, Asphalt Concrete Crass "B" for Pavement Patching 7 Per Ton „ 800 TONS 5/8" Crushed Rock S O S y Per Eac < <, $• 20 L.F. Remove & Reoldce r�YC C� _ Curb & (,utter $ S. Per 1211 L.F. O c 3 P.J.C, Telemetry Conduit Complete in Place I ADDENEUM Nl SCHEDULE OF PRICES i (Note. unit prices for all items, all extensions total amount of bid must be shown. Sho✓ unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WIT}I UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in fiords) DOLLARS CTS. DOLLARS CTS. 10. 6 EACH Conduit Pull Box -C o0 Per Each (Words) (Figures) 11 . 1 EACH Corey Type Fire Hydrant ASSemg1 8 L� ,, j I Per Each - -�- - Subtotal 8.1% Sales Tax TOTAL 11 ADDENDUM 1 Ps a J' a ci t 9 Prorro, c/,�./,, p1160.3 AX:A. ti1c v- AloA4- G,npe•w v p ✓�17. c�jel/.{SN` .ra W A A9d1,W 0?0,3a-t )0 Ut.1 v Wd 98d09 t TMNYf�'1J� o� � r4. i�7c. 917 /1.,rler 0.4 98oSir -A.mc"7 GNP A0.87c SOy X44, 9PrnS7 At4fL &4 .%rs� Lu 6 G,v-I.-. 7fmocl SyJ•*.13 .�a+c. a .LJ. i3eTi � . IZOS AIG /30"' ap� ,WA 9d0// Jd ` i�l, Ivc flirt;fie. �i, l Olt &ALA& fwrcuic at_o_ Droll"'i /262Z t/� JM/• JohN L�amie.JJr. {/•�,A. ,(s.rdts��u - fir✓ey,Fr' lrS .,..,JL, WA 980.4-7 WEST ?ERTMETGR Rea'il ANI RUNWAY VWDc0.CRO=f44 Co« 4ec - !t e-ACm 044- IS �14Trc CIS Ib 1-I 18 IQ ?2?S Z_H 1S 2(, 19 30 31 $1 2 M i C0.j4raCb4- ��a Ir1ON-.F�eCI I�uLltt Ea. 16f3rd AJeSE k4 p.4) WA O}8akz 87o w F � Ca N�rc lie&jkV:lw<. crad d1e►%� _-`�x j H 3z-2sso ayS LF I�e�st B1Kk 3 CV 180 T VOT 400:,r G,rb 20 L.F. _ 3 12611 L,F, Nil %ev, Sek 1� • �R.da��rt LeiJSTrvG�%ate S�Qot!u� r EAST p,C- kTM4!TciZ f20A'b C@#j,4 c# s CACh oyg•as 147a 'K1 a is �� r_ /� za c 14 it 31 8 .t s 11 13 1 is �4 2-4. 1. 12" uM M•:A, M wN�;-td �L vcke Ca. (oOa LT �N2oto ISW AxlE A. C.6WkM + q. i , 5151 ,E 43Z. • 2SSO 5_ It0.,.lo"iR4A W _ 0. I�"G.teV.luc 7, Fay Hydr.w4- dam• to q, 'T�rvs+ Meek IG, �dwN�W •' !1 , aaNJc Qaa 11 loc. 12. Asph,04 p4 ST M IA. l'rus�\<tk Z,,,k 7o T lull Ist 1,1.. 2`.� Ay VA 9y, Ic , . OF RFAl 0 PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235.2631 0 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98066 % y. 0,9g4 0 SEP,Erl.O�"P BARBARA Y. SHINPOCH ( I �n CJ- MAYOR l�J Boeing Aircraft Company Facilities P.O. Box 3707 M/S 75-66 Seattle, Washington 98124 Attention: Dave Stroup SUBJECT: SOUTH EAST CORNER RENTONAIRPORT WATER MAIN Dear Mr. Stroup: Please find attached a review copy of the City of Rentc Department of Public Works construction plan for the new 12 inch and 8 inch water main in the south east corner of the Renton Airport. Because this project crosses portions of your lease area, we would appreciate your review. Our City Project Engineer is Dave Tibbit at 235-2631, we are scheduling the project for bid immediately, and an- ticipate construction from July 1st thru August 30th of this year. The City Airport Administration has indicated that Boeing's invoices for lease rental will not be increased for this parcel until completion of this water main project. If you Nave any questions please contact my office. Very truly yours, Bob Bergstrom, P.E. Engineering Supervisor BB: cc Attachment 0F PUBLIC WORKS DEPARTMENT z RICHARD C. HOUGHTON • DIRECTOR p MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON. WASH. 98055 9 b �q,TEO SEPSE000 20f: 235-2569 BARBARA Y. SHINPOCH MAYOR August 26, 1985 Kenneth Lowthian, Superintendent Seattle Water Department 821 - 2nd Avenue Seattle, Washington 98104 Attention: WATER SERVICES Subject: WATER SERVICE ACCOUNT f 36101115301 Dear Sir: The City of Renton hereby requests you to remove the above referenced service, a 6" Hersey Compound Meter, together with a 3" and 6" Pressure Reducing Valve all located in a concrete pit at the Renton Municipal Airport. We are also requesting that the 6" water main serving this installation be shut off and abandon at its source east of Logan Ave- nue. You may bill the City for the removal of this meter, but any outstand- ing charges are the responsibility of Aero Paint and we will not accept responsibility for them. Any billing should be referenced with our Utility Department Work Order k 4534- If you have any questions regarding this matter please contact Dave libbot at 235-2631. Sincerely, Richard C. Houghton Public Works Director DR1 : cc CERTIFICATION BY GENERAL CONTRACTOR ref: Payment of Prevailing Wages to be submitted to City with each Progress Payment Request DATE: PROJECT 309 Zt CAG No. O`19-9 This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the month of R- --gs h g Ifc $5 in accordance with the Intents to Pay Prevailing Wa led with the Washington State Department of Labor & I,.dustries. Company ame v W y w'1 Title CERTIFICATION BY GENERAL CONTRACTOR ref: Payment of Prevailing Wages to be submitted to City with each Progress Payment Request DATE: Am4 a ms- PROJECl W n5H �en4on AiYporf CAG No. 0 449-gs This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the month of ii, JAMIA in accordance with the Intents to Pay Prevailing Wage file.. w t Washington State Department of Labor & industries. MurJ'(4 -busvL Co. Company Name M O-A J k�L --- BY U bw IU-A OF RED �f z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 OMUNICIPAL BUILDING 2OO MILL AVE.SO. RENTON,WASH.99055 c ec O,q rfD SEPVZ-0, BARBARA Y. SHINPOCH MAYOR DATE: July 1B. 1985 TO: Manfred Duskie FROM: Ron Olsen SUBJECT: W804 AIRPORT WATER IMPROVEMENTS CHANGED CONDITIONS It is agreed that the existence of a greatly enlarged cement concrete apron under the asphalt apron on the west side of the runway is a chang- ed condition and the extra work required shall be handled as "Force Account" per Section 1-09.6 of the Standard Specifications. The amounts changed will be allowed only for one "Hydra-Hammer", one operator and one laborer togeti,er with a dump truck and driver to dispose of the broken concrete. These items will not be paid for while being used to remove that \1 �portion of the concrete apron shown on the plans. Ron Olson Utility Engineering RO: cc _ h A �tStt1 I A" a�tL4 df�z�—.__$Y� --- IPA ORIGINAL DATE: C REVISION I DATE: TO: Accounts Payable FROM: Public Works SUBJECT: Construction Contract CAG Project MUM2 W - ac,4 f1. 1 (d p0a:-I ?f Prime Contractor: M Q N F 2 N c� O u_ k; ? C DATE RECEIVED _DATE RECEIVED PRIME CONTRACTOR i SUBCONTRACTORS INTENT TO PAY AFFIDAVIT OP PREVAILING WAGES WAGES PAID 1 X r Tuti: ,r_ sres . �kc r >Ea c dti.� K c o,'ac C7A. v7os.4 eac, Signed Project Engineer Cc: Project File Form: 2/15/85 MAIL TO: Statement of INDUSTRIAL STATISTICIAN INTENT TO PAY Department of Labor & Industries ' PREVAILING WAGES Employment Standards Division (public Works Contract) General Administration Building Olympia, WA 98504 (206) 753-4019 Contract Number v GA110+9— 5 t -7 i Date Bid Was Due 5-29-85 , Contract Awarding Public Agency Date Contract Awarded lie24-85 — CIT2 OF Rr.NTOx County in Which Work Performed—BINfl Address 200 1111.L AVE It Location Within County RR.NTC111 RENTON VA. 98055 Prime Contractor IIAMRn nttBKR QD Phone 23' 2631 Contractor's Registration Certificate No. NAJ9ROD1611l9 Do You Intend To Use Subcontractors? Yes U No C7 In compliance with RCW 39.12.040 1, the undersigned, being a duly authorized representative of _MANIVIrn DIRKS rn 2420E 183 M. BE 9XI , NA 98042 ICont•x1m nr fiubmntnctorl (Add") do hereby certify that the foliowing rates of hourly wage and hourly fringe benefits will be paid to all laborers,workmen and mechanics employed by me upon the public works project described above and that no laborer, workman or mechanic will be paid less than the "prevailing rate of wage' as determined by the Industrial Statistician of the Department of Labor and Industries. PLEASE NOTE: If apprentices are to be used they must be registered with the State Apprenticeship Council or they must be paid prevailing journeyman wages. CRAFT ESTIMATED NUMBER RATE OF RATE OF HOURLY OF WORRSRS HOURLY PAY FRINGE BENEFITS PITSLAFIM ONE n4.28 $3.43 Llnl 't(l !r l NOTE: Attach Additional Sheets as Needed. j}1(1 I� ttCl tJtlO t!d ( Nasal Bytrw — Subscribed and sworn to before me this Ill day Of 'i" For L s I Use Only - --- APPROVED 19 // Department of Labor & Industries Industrial Statistician i otary Public in and far the State of Washington,maid- n ing in Watdtingten. /r! B JUL 1 1985 r �r BEFORE FINAL SETTLEMENT can be made on any public works project, the prime contractor and each and every subcontractor must submit form LI-700-7 "Affidavit of Wages Paid" to the officer charged with the disbursement of public funds. EACH AFFIDAVIT OF WAGES PAID MUST BE CERTIFIED BY THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES BE- FORE IT IS SUBMITTED TO SAID OFFICER. PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a contractor for payment on a project estimate shall btate that prevailing wages have been paid in accordance with the prefiled statement or statements of intent to pay prevailing wages on file with the public agency. COMPLETE AND MAIL ENTIRE SE:I' FOR APPROVAL TO: Employment Standards Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504 CONTRACTORS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS: (PINK COPYI ORIGINAL CONTRACT—AWARDING AGF:NrY (GREEN COPY) DUPLICATE—INDUSTRIAL STATISTICIAN (Retained by Department) (BLUE COPYI TRIPLICATE—PRIME CONTRACTOR (YELLOW COPY)QUADRUPLICATE—SUBCONTRACTOR LIM n tnant la P.,IIA181 Q% A-'!9 -IW 3 MAIL 'r0: Statement of INDUSTRIAL STATISTICIAN INTENT TO PAY Department of Labor & Industries PREVAILING WAGES Employment Standards Division iL( 4IVED (Public Works Contract) General Administration Ruildrng Olympia, WA 98504 (206) 763-4019 alll. 1 jugs L s 1 I snc., CAG069-85 ,.. Contract Number — Date Bid Was Due Contract Awarding Puhlic Agency Date Contract Awarded_6/24/85 _ City of Renton County in Which Work Performed--JJuC. Address 200 Mill Ave So Location Within County Renton Renton,- Wa 99055 Prime Contractor Manfred Duake Co Phone 235 2631 __ Contractor's Registration Certificate No.—SEAT TCC1298W Do You Intend To Use Subcontractors? Yes U No I_it In compliance with RCW 39.12.940 1, the undersigned, being a duly authorized representative of Seattle Concrete Core Drilling 25252 156th Ave SE Kent, We 98042 ICaancta or Subcontractor) (Addnme) do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all laborers, workmen and mechanics employed by me upon the public works project described above and that no laborer,workman or mechanic will be paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. PLEASE NOTE: if apprentices are to be used they must he registered with the State Apprenticeship Council or they must be paid prevailing journeyman wages. CRAW EST OBF.R PA FRINGE F WORKERS HOURLY Y R BENEFITS Concrete Saving one 17.62 3.91 NOTE: Attach Additional Sheets as Needed. oattle Concrete Core Drilling ICampeny N.mel By '.- owner Subscribed and sworn .to btf/o/��p/rrre fi k this day oft-" For L 8 1 Use Only t - APPROVED Department of Labor & Industries ��.� K-�,t,CJf3�/l r Industrial Statistician Notary Athh'r in and far the State of Was ht ton,rend 44 in Washington. By Date lt.- 12 19a� BEFORE FINAL.SETTLEMENT can he made on any public works project, the prime contractor and each and every subcontractor must submit form LI-700-7 "Affidavit of Wages Paid" to the officer charged with the disbursement of public funds. EACH AFFIDAVIT OF WAGES PAID MUST BE CERTIFIED BY THE; INDUSTRIAL STATISTICIAN OF THE. DEPARTMENT OF LABOR AND INDUSTRIES BE- FORE IT IS SUBMITTED TO SAID OFFICER. PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the prefiled statement or statements of intent to pay prevailing wages on file with the public agency. COML'LETE AND MAIL ENTIRE SET FOR APPROVAL TO: Employment Standards Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98404 CONTRACTORS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS: (PINK COPY) ORIGINAL CONTRACT—AWARDING AGENCY (GREEN COPY) DUPLICATE—INDUSTRIAL STATISTICIAN IRetcined by Department) (BLUE COPY) TRIPLICATE—PRIME CONTRACTOR (YELLOW COPY)QUADRUPLICATE 4UBCONTRACT(1K LIN021 W,m w Pry qMb Q`I A N '* ' MAIL TO: Statement of INDUBTRIAL STATISTICIAN INTENT TO PAY Department of Labor & Industries PREVAILING WAGES Employment Standards Division (Public Works Contract) General Administration Building Olympia, WA 98504 ("ID 753-4010 Contract Number CAbGN9 (.t Jvul Date Bid Was Due 5'-�'1 '8 U1, 1 ,_' 1ug Contract A`ardm Public Agency Date Contract Awarded (D -a 4" Ut ,t 11. .. Cl1A� OF *f\-tQe1 County in Which Work Performed )4, tNi,. Add ,0UU Mill Luc. Location Within County iZu\Abn RCn}rn Prime Contractor MQYI-CICA u•k,, Ct) Phone 23$ - 2k 34 Contractor's Registration Certificate No. (ay/sl�i6 n9d- T Do You Intend To Use Subcontractors? Yes ❑ NoA In compliance with RCW 39.12.040 1, the undersigned, being a duly authorized representative of C•�.��fOa! /�i`/JS �tCr14 �t�1f.t G ` /.2 6 22 4--let (Cantmcter orSubca toss tor) (Addren) !�'p�-y-C do hereby certify that the following rates of hourly wage and hourly fringe beneitts will bevvpaid to all laborers,workmen and mechanics employed by me upon tt,e public works project described above and that no laborer, workman or mechanic will be paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and ladustries. PLEASE NOTE- If apprentices are to be used they must be registered with the State Apprenticeship Council or they must be paid prevailing journeyman wages. CRAFT RRTIMATRO NU14HER RATE Or RATE Or HOURLY OF WORKERS HOURLY PAY FRINGE BENEFITS 1 Norm: Attach Additional Sheets a» Needed. �-n.✓ �lle2: ( InY Nwsl By r Otc�1� Subscribed and swop to before me (nue) 1 I uL t For L R I Use oafy this 1� " day of _ t APPROVED 19 = Department of Labor & Industries Industrial Statistician /T) _ A_ .ti i 1 !UI. 1 1985 otary Public in and the State of Washington, By -Date residing in Washing 1 BEFORE FINAL SETTLEMENT can be made on any public works project, the prime contractor and each and every subcontractor must submit form LI-700-7 "Affidavit of Wages Paid" to the officer charged with the disbursement of public funds. EACH AFFIDAVIT OF WAGES PAID MUST BF CERTIFIED BY THE INDUSTRIAL. STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES BEFORE IT IS SUBMITTED TO SAID OFFICER. PROGRESS PAYMENTS: Each vouche 'aim submitted to an owner by a contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the prefiled statement or statements of intent to pay prevailing wages on file with the public agency. COMPLETE AND MAIL ENTIRE. SET FOR APPROVAL TO: Employment Standards Division, Department of labor and Industries, General Administration Building, Olympia, Washington 98504 CONTRACTORS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS: (PINK COPY) ORIGINAL CONTRACT—AWARDING AGENCY (GREEN COPY) DUPLICATE—INDUSTRIAL STATISTICIAN (Retained by Department) (BLUR COPY) TRIPLICATE-PRIME. CONTRACTOR (YELLOW COPY)QUADROPLICATE—SUBCONTRACTOR LI W n 1M u.Pry(Inai Qx A n -OW a MAIL TO.. J '" INDUSTRIAL BrATISTIC/AN Department,of Labor ! iaduatriea '' I - States wtf A� -k"i V7 p .p NaYtsaalg$tii$i DiCt�!^,g REVAfI.I^ General Administration Building l' fP\.hli�;.�y-; ,M t1 WAUi6 Olympia, WA 98BQ1 tl .r a Ennirge' (206) 763-4019 " onllrac[t A Contract Number_- CF} t7tJy-G4j �pp" Contract Awarding Public Agency DAte Kid Was Due,�k�� X11ILDE-REUMN Date Contract Awarded . County in Which Work Performed R�n9 1%%,C Address _�7 M't t_yy��`�' Rentm w� Location Within County Renton y Phone ��5-�F�t Prime Contractor�_.1Nanfrari n, k Contractor's Registration to tration Certificate No. �>•.mmCTt 794. Do You Intend To Use Subcontractors? Yea C7 In compliance with RCW 39,12.040 I, the undersigned, being a duly authorised representative of oTUN JU L SYSTEMS$ INC. (umulew es 7205 NE 150th Bothel l r Wa do hereby certify9t3011-- that the following rates of hour! w (A�~) laborers,workmen and mechenica employed to Y age and hourly fringe benefits will be paid to a!! no laborer,-workptan or mechanic P Yea by me upon the public works project described above and that Industrial Statiician of the De will Paid less than the"prevailing rate of wage"Pa tment of Labor and Industries. as determined by the - PLEASE NOTE: If apprentices are to be used they must be registered with the State Council or they must be paid prevailing be wages CRAtrr Apprenticeship ESTIMATED NUMBER RATE OP OF wORRE1t8 HOURLY PAY RATE OP NOUpLYy FRINGE BENRFrra Operator Engineer Group 3 Foreman Operator Engineer Group 3 1 $17.93 $4,16 A General laborer 17.43 4.16 1 15.16 r 3.43 = ; ;c Num Attach Additional Sheets as Needed. E �c r t4m.i Subscribed and sworn to before me By this ( T w) day of .a1 ., Per L ! t Use only APPROVED Dep truent of Labor & Industries In trial SIRt' iciaa Y Afie in 9n renidint in bit v th ate of .AinBlon, g JUL 12 1985 Date BEFORE FINAL SETTLEMENT can be and every subcontractor must submit form made un a"y700-7 public works project, thr prima contractor end each the disbursement of public funds. EACH AFFIDAVIT OF Vit ofWAGw PAID MUST e o THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT�� ID to fire E CERTIFIED charged with BEFORE IT IS SUBMITTED TO SAID OFFICER. OF LABOR AND INDUSTRIES PROGRESS PAYMENTS; Each voucher claim submitted to an owner by a contractor for Project estimate shall state that prevailing wages have been Of statements of intent to Payment e t IraY prevailing w, paid in accordance with the profiled statement COMPLETE AND MAIL ENTIRE�� on file with the public agency. Employment Standards Divieion� SET FOR,APPROVAL TO: General Administration Building, Departments Labor and lnduatries, CONTRACrO ng. Olympia, Washington t18504 �. RE, DIBTNAL CO APPROVED STATEMENTS(PINK COFYI ORIGINAL CONTRACT- A8 POLLOW& � :r (GREEN COPY),. DUPLICATR-INDUSTRIAL.4rAT18T1CLAN AC.gNCV (BLUE COPY) TRIPLICATE.-PRIME CONTRACTOR IRata(nad by ikVsnmenq (YELLOW COPY)QUADRUPLICATE-SURCONTRACWS P.r new Qx A-fl ,J e MAIL TO: Statement of INDUSTRIAL STATISTICIAN INTENT,VO PAY Department of Labor & Industries � < PR.EVAIZ ING WAGES Employment Standards Division vt�General Administration Building (Public Irks Contract) Olympia, WA (206) 763 40108604 '`'1lieit 1Mr lii.(,LiVFU - Contract Number Cdt ESAC Date Bid Was Due S-aq-d_-> Contract Awarding Public Agency Date Contract Awarded—12-J 4 SS -ED County in Which Work Performed - K I h j Address OU lPlill Att __ Location Within County-_t� Rrrdoh Rerktua 'WA ��nSJ Prime Contractor_it o-11Tr[L� U k4 l0 Phone ate" t �— Contractor's Registration Certificate No.1A Do You Intend To Use Subcontractors? Yes Ll No fA In compliance with RCW 39.12.040 1, the undersigned, being it duly authorized representative of John J. Baima Jr. Land ryisyn n n I('onuIPtor "r SutcontrartPRl � —� IA rra, �- gh Ha. 98027 do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all laborers, workmen and mechanics employed by me upon the public works project described above and that no laborer, workman or mechanic will be paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. PLEASE NOTE: If apprentices are to be used they must be registered with the State Apprenticeship Council or they must be paid prevailing journeyman wages. CRAFT ESTIMATED NUMBER RATE OF RATE OF HOURLY OF WORKERS HOURLY PAY FRINGE BENEFITS Land Surveyor Sole Proprieter (no Employees) NOTE: Attach Additional Sheets as Needed. a lM,tbn. 1 PI Subscribed apd sworn to before me By this 3 day of For L & 1 Use Only Is a APPROVED Department of Labor & Industr'es Industrial Statistician Notary Public in and for the State aJ Was Ingo r,resid- ing in Washington. By Date AUG u 4 19$5 BEFORE FINAL SETTLEMENT can be made On any public works project, the prime contractor and each and every subcontractor must submit form LI-700-7 "Affidavit of Wages Paid" to the officer charged with the disbursement of public funds. EACH AFFIDAVIT OF WAGES PAID MUST BE CERTIFIED BY THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES BE- FORE IT IS SUBMITTED TO SAID OFFICER. PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the prefiled statement or statements of intent, to pay prevailing wages on file with the public agency. COMPLETE AND MAIL ENTIRE SET FOR APPROVAL TO: Employment Standards Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504 [(GREEN ONTRACTORS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS: •+ PINK COPY) ORIGINAL CONTRACT—AWARDING AGENCY r" COPY) DUPLICATE—INDUSTRIAL STATISTICIAN (Retained by Oapartment) LUF. COPY) TRIPLICATE—PRIME CONTRACTOR YELLOW COPY)QUADRUPLICATE—SURCONTRACTOR LI Taste Inter,W Pry IiaA1 4X A]s 1 r MAIL TO. Statement of INDUSTRIAL STATISTICIAN INTENT TO PAY Department of Labor & Industries PREVAILING WAGES Employment Standards Division General Administration Building (Public Works Contract) Olympia, WA 98504 (206) 763-4019 Contract Number- AGO 49-ty Date Bid Was Due - 2q -gs- Contract Awarding Public Agency Date Contract Awarded I� - dZ U-g S StA4 of RenI- 8 County in Which Work Performed—y� K16 Address ,900 A1tit A%R1S Location Within County�fL+ IY ( I RCn4Dn I WIA Q%CSS Prime ContractorM an F(ed huske Co. Phone 3S^ 21 31 Contractor's Registration Certificate No. Do You intend To Use Subcontractors? Yea 11 No In compliance with RCW 39.12.040 I, the undersigned, being a duly authorized representative of 1\4 ( g 1 C� 1 uC_ (canuanar m Subiontnear) (Addrc ) — do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all laborers,workmen and mechanics employed by me upon the public works project described above and that no laborer, workman or mechanic will be paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. PLEASE NOTE: If apprentices are to be used they must be registered with the State Apprenticeship Council or they m-at be paid prevailing journeyman wages. CRArr ESTIMATED NUMBER RATE OF RATE. OF HOURLY OP WORKERS HOURLY PAY FRINGE BENEFITS NOTE: Attach Additional Sheets as Needed. __ !`14NO 17005. F7nV1AJ0 SA/C. IUampanr Namal By � y�, J � lfiZf_S- Subscribed and sworn, to before me lnua) nA For L & I Use Only this - �_ day of 191 APPROVED Department ofALabor & Industriest , Industrial Statistician Notary Public in and/or the State a/Washington,"rid. ing in Wahington. B Dace BEFORE FINAL SETTLEMENT can be made on any public works project, the prime contractor and each and every subcontractor must submit form LI-700-7 ' Affidavit of Wages Paid" to the officer charged with the disbursement of public funds, EACH AFFIDAVIT OF WAGES PAID MUST BE CERTIFIED BY THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES BE- FORE IT IS SUBMITTED TO SAID OFFICER. PROGRESS PAYMENTS: Each vu . per claim submitted to an owner by a contracbm for payment on a project estimate shall state that prevailing wages have been paid in accordance with the prefiled statement or statements of intent to pay prevailing wages on file with the public agency. COMPLETE AND MAIL ENTIRE SET FOR APPROVAL TO: Employment Standards division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504 CONTRACTORS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS: (PINK COPY) ORIGINAL CONTRACT--AWARDING AGENCY (GREEN COPY) DUPLICATE--INDUSTRIAL STATISTICIAN (Retained by Department) (BLUE COPY) TRIPLICATE—PRIME CONTRACTOR (YELLOW COPY)QUADRUPLICATE--SUBCONr..tACTOR 1.1 7M" W.1 b Par ILta,QS A'1s +!1►.a MAIL M. � "'r, AMDAVIT OF INDUSTRIAL STATISTICIAN ' Department of Labor S Industries , WAGES PAID Employrnent Standards Division '" ,.„+° ON PUBLIC WORKS CONTRACT General Administration Building Olympia, WA 98504 (2051 753-4019 Contract Number Dale Bid Was Due Contract Awarding Public Agency Date Contract Awarded 6 -J-4 - 8 y ct —`-,��� Y�� Ar�}Qn Date Work Completed Address mac) f ial AnUt Spy / �` WA `i�l]�S Ccunty in Which Work Performed _l_.S� hcL.�,. I `i Prime Contractor n/1 Q- t�-(f ej V ter.S�CC _ Telephone Number a 3 J'-d(P 1 Was a Statement of Intent Filed For this project? Yes No ❑ In compliance with RCW 39.12.040 1, the undersigned, being a duly authorized representative of (Cuatraaa or Subc°ntractor) (Add,m) 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 been paid less than the "prevailing rate of wage' as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. PLEASE NOTE If apprentices have been employed on this project, provide this additional information: name, registration number and stage of progression. (rJl Role of Rate of lloorly How ly Pay Fringe anlenb POW -uf; wSrFIZ rC_ q . C/� / 7r / Co 3..GG nTER 1 ljr�4f 3 .5� 3 Nara: Attach Additional Sheets as Needed. 1,:1L YJ NtJ XTffZo[U. 'A U.I/l I rs LA)C_ 1 ny Nagel Subscribed and sworn to before me By �T; p� � p,+Es, I#- true) this �— day of " '� � � � -,� 19�rt , Let Use only i hereby certify that according to the wage min and fringe benefits herein sworn to the prevailing wage requircmento of RCW 39.12.040 have been satis0ed. Notary Public in and for the State of Washington, residing in Waahirgtan. INDUSTRIAL STA"fI.STiC'IAN [APARTMENT OF LABOR AND i?1DU1;iTRIES INSTRUCTIONS: By: Due: 1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for approval to: Employment Standards Division, Department of Labor and Industries,General Administration Building, Olympia, Washington 98504 4. Mail an approved copy to the Contract Awarding Public Agency CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS. This is required by law and payments can not lawfully be made until such affidavits are filed. to"a, AnYrM a wrap 11W) Oft 92 'olw a MAIL TO: +`ar"e AFFIDAVIT OF INDUSTRIAL STATISTICIAN i Department of Labor & Industries WAGES PAID Employment Standards Division * le» ° ON PUBLIC WORKS CON, 1ACf General Administration Building Olympia, WA 99504 (206) 75-1-4019 Contract Number CA&D (4115- Date Bid Was Due Contract Awarding Public Agency Date Contract Awarded L -1V-YS Nice of V VJ6, Date Work Completed Address 100 f111t� Ix Sb. County in Which Work Performed k-thz _ 1 tm4Dn WR gfWS- —` :'rime Contractor 1114wFfeJ. Telephone Number a35-�43f Was a Statement of Intent Filed For this projLcl? Yes No ❑ In compliance with RCW 39.12.040 1, the undersigned, being a duly authorize(: representative of John J . .,alma, Jr. , Land Surveyor DBA LanDesign 499 Rainier_ Blvd. N. Issaquan Wa. 98027 (CoNrmgw or sutwonvador) (Addreu) 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 been paid less than the "prevailing rate of wage' as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classification of 'hor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid .o each classification. PLEASE NOTE If apprentices have been employed on this project, provide this additional information: name, registration numner and stage of progression. ran Rate of Rate of 11"irl) finest., Pay Fringe Benefits Paid Land Surveyor Sole Proprieter (no emplo)'ees) Noe: Attach Additional Sheets as Needed. LanDesign (COTp •nK) � Subscribed and sworn to before me By owner this 21 st day of August 00, ITdui faf Lae 0* I hereby certify that amKding to the wage file and fringe trMrits herein.worn to the prevailing wage ,equircmems of RCW 39.12.040 kave been sao%fled. Narary fLblic in at✓(or the Sta In of wash: ton, iding in Washington. INDUSTRIAL STATISTICIAN D 'PARTMENT OF LABOR AND INDUSTRIES INSTRUCTIONS: / B., _ pate: Jr 1, Pursuant to RCW 39,12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for approval to: Employment Standards Division, Department of Labor and Industries,General Administration Building, Olympia, Washington 98504. 4. Mail an approved copy to the Contract Awarding Public Agency CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS.This is required by law and payments can not lawfully be made until such affidavits are filed. 11-M) AaIM.e a W" (100) Oa42 41111111N 3 MAIL. TO; +• AFFIDAVIT OF INDUSTRIAL STATISTICAN Department of Labor & Industries WAGES PAID Employment Standards Division +X ON PUBLIC WORKS CONTRACT General Administration Building Olympia, WA 98504 (206) 753-4Pt9 _gS Contract Number CA (,l; N c/ Date Bid Was Due -e Contract Awarding Public Agency Ct4v tJF IZPf,.lan Date Contract Awarded <v Date Work Completed Address vac O M l II hvt. 1 County in Which Work Performed Reh+i]vv w/Z- � a 3� J 43/ Prime Contractor Mahrim 6"k 0 (8 Tele phone Number Was a Statement of Intent Filed For this project? Yes 53 No Q In compliance with RCW 39.12.040 11 the undersigned, being a duly authorized representative of (0AQU RROS. EXCAVATIN4; 04-a1 yr4rsiu t­ullle Mentract r or Saboontnnw) (Addrnsl 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 open the project dcscribed above and that no laborer, workman or mechanic has been paid less than the "prevailing rate of wage' as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. PLEASE NOTE If apprentices have been employed or this project, provide this additional information: name, registration n imber and stage of progression. Cnft Rafe of Rate M ilnurly Howdy Pa., Fringe Be nts Paid Noe Attach Additional Sheets as Needed. (ComOaay Nanny Subscribed and sworn to before me By — C this day of t C1 4 frtk� rlfJ , 19 'D __ - ulUae ab- - 1/t hereby certify that according to the wsge rates and fringe benefits herein sworn —.—_t• %� `'� �I' �L - to the prevaiimg wage requirements of RCW 39.12.040 havr_ been satisfied. Notary Pobli in and for the Slate of Washington, residing in Washington INDUSTRIAL STATISTICIAN . JDPAKTMENT OF LABOR AND INDUSTRIES INSTRUCTIONS: BY Date: 1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub- contractor, 2. Complete this (orrt in triplicate and have it notarized. 3. Submit all forms for approval to: Employment Standards Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504. 4. Mail an approved copy to the Contract Awarding Public Agency CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS.This is required by law and payments can not lawfully be made until such affidavits are filed. L1 7107 Aaurn,4 %Inw L.Ut q%.91 Oatxo 3 MAIL TO: AFFIX aVl'f OF v INWfSTPAL S3 \TIS'TICIPN �+ •Depaitment of Labor a Indus(ries �. WAGES P."dID k. Employment Standards Division ' ,eat+° ON PUBLIC WORKS CONTRACT General Administration Building r �� Olympia, WA 95504 O cr (206) 753-4019 ! w Contract Number _CA60 49 85 i Date Bid Was Due MLay, 29, 1985 Q Contract Awarding Public Agency Date Contract Awarded June 24, 1985 CITY OF RENTCN _ Date Work Completed Address 200 Mill Avenue ` — —'""- -- County in Which Work Performed King _ Renton, Wa -`— Location Within Cnwrty _Renton Telephone Number 235-2631 Was a Statement of Intcat Filed? Yes 7) No ❑ Li compliance witn RCW 3(1.12,040 1, the undersigned, being a duly authorized representative of TUNNEL SYSTEMS, INC. 7205 NE 150th BOTHELL, WA 98011 (Conln«« « SuExntnct«1 (Addrm) 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 been paid less than the "prevailing rate of wage' as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. Please Note If apprentices have been employed on this project,provide this additional information: name,registration number and stage of p,ogression. Craft Rate of Rate nt llowly lfotrly Pay Fr{ate araenla Paid Operator Engineer Group 3 Foreman $17.93 ' $4.1t, 17.43 , 4. 16 General. Laborer 15.16 3.4Zi Nac Attach Additional Shats as Needed. TUNNEL SYSTEMS, INC. —_ �Om�Wny Name) Subscribed and sworn to before me Z�/ Prer,ident rue) this 6 day uf August t liaahy tars r tW we rdina to the vase rates and fringe eeaeats hmein awn ot .nc Y tY. -,eegt.heaoeata of RCW 19.1LOW be" ben rturled, NofahhinstPublic in rid(w r Sfate N Wa hlna(on,reeidi„I m weshington. INDUSTRIAL STATISTICIAN D AATR:ENI' OF LABOR AND INDUSTRIES INSTRUCTIONS: �� frr• ro I. Pursuant to RCW 39.12.040 copies of this form must be completed by the sub. contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for approval to: Employment Standards Division, Department of t General Administration Building, Olympia, Washington 98504. 4. Mail an approved copy to the Contract Awarding Public Agency CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS.This is required by law and payments can not lawfully be made until such affidavits are filed. L rmi dmd,ni y W,M Onrll OX_e} MwIL A): ,•"" AFFIDAVIT OF 'NDUSTRIAL STATISTICIAN Department of Labor & Inluslrka WAGE) PAID Employment Standards Uivisi�.Iil RECEIVES �...• ON PUBLIC WORKS CONTRACT '%� General Administration FjW G Olympia, WA 99504 (206) 753-4019 0)U t 4 IytS-J Contract Number - CAC049-85 C t 61 m$�l4 Date Bid Was Due _ Contract Awarding Public Agency Dale Contract Awarded 6/24/85 City cf Renton Date Work Completed Address �� Mill Ave So County in Which Work Performed King Renton. Wa 98D55 _ Location Within County Renton Telephone Number 235 2(,37 Was a Statement of Intent Filed? Yes ❑ No ❑ In compliance with RCW 39.12.040 I, the undersigned, being a duly authorized representative of eattle Concrete Core Drilling 25252 156th AVE SE Kent Wa 98042 (Camncta a SuMontnetar) (Addree) 90 hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborer.', workmen and mechanics employed by me upon the project described a:>ove and that no laborer, workman or mechanic has been paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classsifcwion of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. Please Note If apprentices have been employed on this project,provide this additional information: name, registration number and stage of progression. Craft Rate of Rate of Novi? Itoarly Pa) Fringe aesedb P&M Concre oaui. 17.62 3.91 CITY OF RENiOM RECEIVED AUG 9 PURCHASING DEPT. Neu Attach AdJitional Sheets as Needed. Seattle Concrete Core Drilling (Cemp.ny Name) Subscribed and sworn to Wore me gv _, ���!!<":-�., 41�5; this l/ lI day of li'L Mail 9;7 CW.39.111110 Uw baa nsdsfiM, Notary Pubbc in and far the State of WAshi , residi n Waabi .iota. ATISTICIANn. AND. WDUSTRIES `. INSTRUCTIONS: un All A 5 i985 R _. . 1. Pursuant to R.CW 39.12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for approval to: Employment Standards Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504. 4. tfail an approved copy to the Contract Awarding Public Agency CONTRACT. RS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTI`ACTORS.This is required bylaw and payments cannot lawfully be made until such affidavits are filed, tr/ - lbrllal ARaM.ii 9 Warn (,arl) Q%Al r MAIL. TO: AFFIDAVIT OF INDUSTRIAL STATISTICIAN ? `c Department at Labor & Industries R ,kGES PAID Fmployenent Standards INIW(m '".,,,.+" ON _•ti WORKS CONTRACT General Administration Building Olympia, WA 99504 (2061 753-4019 Contract Number Date bid Was Due ' Contract Awarding Public Agency Date Contract Awarded 1L' G �y'$S G 11A � Qt"I%IL t'll Dale Work Completed Address t J ) Vild, &2�so. . e County in WLch WorkPe-rfo Performed �" �r1JA IJA / pUyS Telephon Number PrimeConiractor y��L. Yl (leL� lk'r ,C �0 Was a Statement of Intent Filed For this project? Yes lYlk No ❑ In c•)mpliance with RCW 39.12 ()40 I, the undersigned, being a duly authorized representative of hwKE Cc-) (Contractor nr Sebrontractorl (Addmi) do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to file laborers, workmen and mechanics employed by me upon the project de,cribed above and that no laborer, workman or mechanic has been paid less than the "prevailing ra.- yf wage' as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upor the pfoject described above and the rate of hourly pay and hourly fringe benefits paid to each classification. PLEASE NOTE If apprentices have been employed on this p oject, provide this additional information: name, registration number and stage of progression. (raft Rate of Rate of iiourly liowiy Pay Frirle aeaenu Paid Note. Attach Aeditional Sheets +s Needed. ' — >LtiA�-1 d_ t Cc from ray Nam) Subscribed and sworn to before me ByM , t ITak) this ��_ day of � 7 19 / 7 ` rat Ulm any i hereby certify that affording to the wage raft and fringe beneras herein swans to the prrrailmg wage requirements of RCW 19.12.040 be" bun satisfied. N Paw' a and nor the stare of W&Aigg. shins,fn. INDUSTRIAL STATISTICIAN in J�'ar DEPARTMENT uF LABOR AND INDUSTRIES ►NS�TR.UCTIONS: BY, Yale azle Date: 3t /x 5, __ 1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for approval to: Employment Standards Division, Departs nt of Labor and Industries,General Administration Building, Olympia, Washington 98504. 4. Mail an approved copy to the Contract Awarding Public Agency CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANL' IMTS of the SUB- CONTRACTORS.This is required bylaw and payments cannot lawfully ii' such affidavits are filed. u.mar Aaas.n 4 wyn pool Oz-92 PACIFIC STATES CAST IRON PIPE COMPANY pSCIPCO PSC I PCO :%,!SION OF MCWANE '.NCORPORATEI P.O. BOA 1219 2RObJ UTAH 64603 TELEPHONE UREA:.ODE 8011 373 6910 MANUFACTURERS OF CAST IRON PRESSURE PIPE, FITTINGS. GATE VALVES, FIRE HYDRANTS T N V C I f. c ► �PEXTRA COPY � tdd . -•-•.->var-ril S MApFRfi �,j)4t S >'1 [ C /O CITY ('t - L " i I. ' 0 T H T MTR PRCJ bt4R AIRT-ilwl S6 �^ o o€ NT u • L 0 2420E : F3RC AVE S E 1 0 PERIR`_1ER AUAO " o KfI T WA 9PC4C P RENTONA YEA R FE EN .E U R �CUS CUSTOMER F-- A N3`—TRUCIT WAREHOUSE NUM R SALESMAN NU PIECES iT.,LBS.ETC UNIT EJETENDEO A x OM NUMBER OESCRiP. DERED SHIP ION ORPED SAL.DUE 1 SHIPPED UM PRICE PRIDE H i t 0I TJ FIFE .06u • 163.41 a ^' 1? TJ P1PL Al 4 It 8.0301 1784. 1� 21G5210t4 CL 52 TJ FIFE M/ACC ' T IC.560C :212521C( A CL 52 TJ PIPE II/ACC 49 T 13. 32tC 10251 . � 0216523CCA .^I CL 52 TJ PIPE YI/ACL - '01 ' -, ;1 868. ' T 19.7000 1718 - 01013801`2 ART TYTON LUBPICANT IPE• TO BE L1QU@LE SEAL COAT •' TJrP CALL I-2^6-432-2C, ICP a^. .. DEDUCTION NET MERCHANDISE SPECIAL CHARGE TAX E E TOTAL TOTAL TOTAL TOTAL NO ADJUSTMENTS CAN BE MADE FOR DAMAGES OR LOSS HNLESS YOU IMMEDIATELY FURNISH PACIFIC STATES CAST IRON PRE COMPANY TERMS: NET 30 DAYS, NO DISCOUNT. A SERVICE A FREIGHT BILL INSPECTION REPORT OR DELIVERY K%PT WITH A NOTATION OF THE DAMAGE OR SHORTAGE SHOWN THEREON OVER THE WMPA ATURE OF THE TRANS,"TATION CONY'S AGENT OR DRIVER THE PADDUCTS OF PACIFIC STATES CAST IRON PIPE COMPANY LISTED CHARGE OF ' ;Pi 7- ,INS INVOICE WERE PRODUCED IN COMPLIANCE WITH INE REQUIREMENTS OF THE FAIR LARDR STANDARDS ACT OF ISM,AS AMENDED WILL BE ADDED AFTER THE DUE DATE. I. UTILITY VAULT COMPANY, INC. P I'_' box tied ULhJ11IJ�Ul7 AU134RN, WA 99-- I 5 S o 'HANFRCf) & DtUSKE H RAINJER Et-VD & L 242W6 d3RU AVE SE p WAY FLIT OFF Aft T tlENl . -,/ 48(ti4a W.,Y GL) 0 CQNTROt. Eti T O O law TOMER NO. SALES ORDER NO. CUSTOMER P.O.NO. TAX CODE SLMN.NO. SHIPPED VIA F.O.B. TERMS 1t NE1 30 DAYS OTY.REC'O. PRE.BILL40 U/M ITEM CODE DESCRIPTION OFFICE USE UNIT PF1Cc X7EMDEC AMOUNT 5 EACH 00200,30 25 IFA 5 EACH a?180020 38/25 TA F1 fAME ULA,1 164 164 O<S 62U. 00 00 5C?5. 000 0 5 E:ACH ;2"LQ00`30 38/25-TA 01A PLT GALV 2PC 23R "OQ t, Y7"i. pp SHIPPINA TI I :: at 0042. 1D%handa.b ling char k char ge on aorll returned goods.No goods to be return, -with out our consent Give as ref our invoke The erence number and Hate.Claims f r tlemsgealges f labor,or ot:Ier expense,wdl not be allowed unless authorized in writing by the seller. TOTAL AMOUNT DUE _ a.tr<tes and/or services covered by this invoice were produced in compliance with the Federal Fair Labor Standards Act of 1938,as amended. :200 00 THE CUSTOMER AGREES _ 1) THAT THE ABOVE TOTAL IS PAST DUE IF NOT PAID WITHIN UVC 208-R4/85 OF DATE OF THE ORIGINAL 21 TO PAY q FINANCE CHARGE OF %PEP,MONTH f %PER ANNUMI ON ANY PAST DUE AMOUNT. 3) TO PAY COLLECTION COSTS,INCLUDING REASONABLE ATTORNE Y r:EES,AFTER DEFAULT BY THE CUSTOMER. PLEASE PAY FROM THIS INN DICE INTEROFFICE CORRESPONDENCE Date_ July 9, 1985 TO: David Tibbot FROM: Maxine E. Motor, City Clerk SUBJECT: CAG 049-85 - Manfred Duske Excavation Zo. - Renton Airport - Southeast Perimeter Rd. - Water Project No. 804 ------------------------------------------------------------------------------- We return herewith fully executed document(s) , as above- captioned, copy of which we have retained for our official public records. Copies should be forwarded to and the other for your file, Pursuant to your memo of we return herewith document(s) , as above-captioned, wh'_cF have 1-een signed by City Officials and nPeJ to be forwarded for further execution by We return herewith recorded dccumen, s' , as above-captioned, copy of which we have retained for our official public records, Copies should be forwarded to appropriate psrties and retained as necepsary fc- your files. Please file a fully executed copy with the City Clerk's office for our permanent records when received. Thank you. MEM:/p gn cc: Enclosures (4) Of RE ti 0 PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING • 235-2631 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.99055 094 Pm, 0,9,rE0 SEPt E�'e4 BARBARA Y. SHINPOCH July 9, 1985 MAYOR Manfred Duske Excavation 2.4206 - 183rd Ave. S.E. Kent WA 98042 Subject: W-804 - Airport Water System Improvements Gentlemen: This letter is to serve as your notice to proceed with the above referenced project. The project and count of working days shall commence on Monday, July 15, 1985. Prior to starting work, you will need to submit your proposed work schedule and subcontractors list for approval . Very truly yours, David R.Tibbot Project Engineer DRT:ckd OF RF !y z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 2 W MUNIC, AL BUILDING 200 MILL AVE. SO. RENTON.WASH. 98055 O 9$99 rE0 SEP'roz �. BARBARA Y. SHINPOCH July 8, 1985 MAYOR MEMORANDUM TO: Maxine E. Motor, City Clerk FROM: David R. Tibbot, Engineering Department SUBJECT: W-804 Airport Water System Improvements Enclosed for signatures are five copies of the above referenced contracts, which have been signed by the contractor. David i o :ckd Enclosures OF Re OFFICE OF THE CITY ATTORNEY • RENTON, WASHINGTON 4 z POST OFFICE BOX E26 100 B 2,,d STREET • RENTON.WAOMNOTON 66067 26E-BITS A& LAWRENCE J. WARREN, CITY ATTORNEY NT DANIEL KELLOGG, skwsTA CITY ATToRREY o DAVID M. DEAN, ABMBTANT CITY ATTORBEY "Zo SEptE MARK E. BARBER, ASMSTANT CITY ATTOMEY ZANETTA L. FONTES, ABBMTANT CITY ATTORAEY July 3, 1985 MARTHA A. FRENCH,ASMSTANT CRY ATTORMY TO: Dave Tibbott, Engineering Specialist FROM: Lawrence J. Warren, City Attorney RE: Airport Water System Improvements W-804 Dear Dave: The above contract is approved as to gal form. Lawrence J 'Warren LJW:nd Encl . cc. Mayor °����., ..,., /� _ _ _ _. � �.J((���+�' �i(B,.Kr_y ,"ri?y •^. `: .�.y✓ Cam,--� / �'tr..�.a�� i '` . a: PRECUNSTRUCTION CONFERE",CE PROJECT: �� 804 DATE: 7 ADDRESS/LOCATION: S E PE l2r i.g tc-m 2 RO+E D _ I2 om WAy r C (1-OSStn..� PROJECT M I t3 — 8 0 c�— PERMIT N WORK ORDER M • • t ♦ w ♦ ♦ : • + w w ♦ • i t ♦ ♦ • • t • a w • • • • + • • w • r r + • a THOSE IN ATTENDANCE NAME COMPANY PHONE CAvc hClnoT- l - ..�yt /ter / ram/ � W 804 Renton Airport 2X '/A' ^77zF�.l)A OvC 6- k a2v,W6e_,, C//f . �_pt�,�,✓ 2.3s � C!)f l'iA� did t�• ��i[! ' G�i7� L. fdCt/ l kttf :. /I�u.�-u� �t'.�[, •1, , /1la,r �; �rl �va,�t G r/� 2.. ?.5so 7 3-7. L ?i �iav� pq ,f.Mao �A1N`7Q su,.� apt 1100, --- ---- PRECONSTRUCTION CONFERENCE PROJECT: W" 804 DATE : _ 7 - 2 ADDRESS/LOCATION: E it, #�gCMrt RekQ .1 (20NXWft C-(2-oSS•h.� PROJECT N W - 8o9L PERMIT f WORK ORDER N r r a r r r • r a r + a a r r a * a • a a r r a a a a a a * a a r a a a r a a a THOSE IN ATTENDANCE NAME COMPANY PHONE V)k\1t• TiCSnoS- CLT- t�,62c _ BoE1#jc, �0� 3 PRECONSTRUCTION CONFERENCE PROJECT: w" 8 04 DATE: 7 - 2 ASS ADDRESSADCATION: SF- PE tti "cl-g a Role Q �L C2 uraw. C-2-cs S, PROJECT / ll3 - Sod PERMIT i WORK ORDER N r r r • r r • r r r r r r • r r • r r r r r r r r r r r r r r r r r r r r r r r THOSE IN ATTENDANCE NAME COMPANY PHONE AvAX- -s �ocI►j 237- �Or3 �S I PRECONSTRUCTION CONFERENCE PROJECT: w" 80q _ _ DATE: 7 ' 2 - ADDRESS/LOCATION: SE PErt„rtw in &A,c %L t2ukw.c;�e C2oSS�� � PROJECT Bob- FERMIT N WORK ORDER N • • ♦ f * # i f R k • i # • • f * • • • f # • * # # Y f f i f f • ♦ * * • ♦ • * THOSE IN ATTENDANCE NAME COMPANY PHONE DAVC -M11'nUL CLT LIWAV Ain v E,lAj 137- IDS n .1 TOW E0 / DATE_ 2 7- $S SCHEDULING AND NOTIFICATION REQUEST FOR PRE-CONSTRUCTION CONFEKENCE NAME OF PROJECT: 11 $04 2En+T� AtaeoRl- SE �'Erz„+eraj V_j) waTaw r-"wj" INSTALLATION: qr �0 12.�H wA� U�+ocrc ss,. LOCATION: 1 . Set Date LUE___SuL—TI�SSand Time /O : 30 At-4 2. Call Harriet in Mayor's office to book Conference Room _Fo u Iz n4 Floor 3. Notify Appointed Inspector M A RT w L_y N oy 4. Notify Contractor/Ueveloper NIAwPk.GO b k,6 co 432- 2910 5. Fill out attached form, make appropriate number of copies, and route to City personnel rp for to meeting date. Notify the following City Departmants: Design Engineering _ Fire Department —_ Police Department Street Department Traffic Department Utilities Department Water Shop _ Sanitary Sewer/Field Other All-Pe)►2T DI1tEGrc>P, 6. Telephone the following outside companies: Phone Number Department of Transportation 4453-64Z4 Pacific N.W. Dell Company 235-3012 (Frank Forrest) - Puget Sound Power 6 Light Company 255-2464 x 4223 (Jtv&) Seattle City Light 625-3076 (Dennis Ouvries) Group W Cable TV 433-6356 (Frank Adams) Washington Natural Gas Company . 622-6767 x 249 Metro-Bus Routes 447-6859 (Mr. O'Brien, or Mr. Nelson) King County Inspection 244-0770 Other FAtA, TOwS(Z -l- t3oElntCm DgVE Qfn/NFTT (CN1r9:) D911E Myr / 741/- 6.63.1 -237- /!VS OF RE tit z THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 oBARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, 9 ,Tep SEP�E�O�P� CITY CLERK r (206) 235-2500 June 25, 1985 Mr. Manfred Duske Manfred Duske Excavation 24206 183rd Avenue SE Kent, WA 98042 Re: Watermain Project on Renton Airport, W-804 Dt ar Mr. Duske: At its regular meeting of June 24, 1985, the Renton City Council accepted your overall low bid on the above-referenced project in the total amount of $159,317. 93. To enable preparation of the contract documents, please submit an undated performance bond, insurance certificate and proof of City and State licenses to Project Engineer Dave Tibbot, Engineerins Department (235-2631) , if you require further assistance in this matter, please feel free to contact either the Project Engineer or Public Works Director Richard C. Houghton at 235--2569. Sincerely, CITY OF RENTON Maxine E. Motor City Clerk cc: Dave Tibbot%/ OF RF THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO, RENTON,WASH. 98055 0 ZE ,i BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, 9$ p CITY CLERK (206) 235-2500 9IrEo SEPIr-0z June 25, 1985 Robert H. Archer, President Archer Construction, Inc. 18211 East Valley Road Kent, WA 98032 Re: Watermain Project on Renton Airport, W-804 Dear Mr. Archer: At its regular meeting of June 24, 1985, the Renton City Council accepted the overall low bid submitted by Manfred Duske Excavation for the referenced project, Thank you for your participation, Sincerely, CITY OF RENTON � Maxine E. Motor City LClerk cc: VProject Engineer OF R't• -!It Om z THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 BARBARA Y. SHINPDCH, MAYOR • MAXINE E.MOTOR, a° CITY CLERK (206) 235-2500 �rfD SEPtEN'0F' June 25, 1985 Vincent Coluccio, Vice-President Frank Coluccio Construction Co, 9600 Martin Luther King, Jr. Way South Seattle, WA 98118 Re: Watarmain Project on Renton Airport, W-804 Dear Mr. Coluccio: At its regular meeting of June 24, 1985, the Renton City Council accepted the overall low bid submitted by Manfred Duske Excavation for the referenced project. Thant; you for your participation. Sincerely, CITY OF RENTON Maxine E. Motor City Clerk cc: Project Engineer of RFC � T too ►z ° THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO, RENTON.WASH. 98055 o $ BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, S� Pe CITY CLERK 111 206 235-2500 9'qTF0 SEP'*Oa. June 25, 1985 Delmonte Miller, Owner Delmar Construction C 15624 7th Avenue East Tacoma, WA 98445 Re: Watermain Project on Renton Airport, W-804 Dear Mr. Miller: At its reqular meeting of June 24, 1985, the Renton City Council accepted the overall low bid submitted by Manfred Duske Excavation for the referenced project. Thenk you for your participation, Sincerely, CITY OF RENTON go 001 Maxine E. Motor City Clerk cc: ',Project Engineer O►' RE. THIS: CITY OF RENTON MUNICIPAL BUILDING 100 MILL AVE. SO. RENTON.WASH.98055 oBARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR, 9� Pe CITY CLERK • (206) 235-2500 EO SEPt E100F. June 25, 1995 Richard Grant , President Grant Construction 12901 172nd SE Renton, WA 98056 Re: Watermain Protect on Renton Airport, IY-804 Dear Mr. Grant: At its regular meeting of June 24, 1985, the Renton City C )uncil accepted the overall low bid submitted by Manfred Duske Excavation for the referenced project. Thank you for your participation. Sincerely, CITY OF RENiON Maxine E. Motor City Clerk cc: Oroject Engineer Of' RE, �` 6o, THE CITY OF RENTON MUNICIPAL BUILDING !'OO MILL AVE SO. RENTON.WASH. 98055 on A BARBARA Y. SHINPOCH. MAYOR • MAXINE E.MOTOR. 09 P CITY CLERK • (206) 235-2500 E 1>Ep SEPZ F.�'0 June 25. 1985 Mark M. Harlow, President Harlow Construction Co. 3613 N . Villard Tacoma, WA 98407 Re: Watermain Project on Renton Airport, W-804 Dear Mr. Harlow: At its regular meeting of June 24, 1985, the Renton City Council accepted the overall low bid submitted by Manfred Duske Excavation for the referenced project. Thank you for your participation. Sincerely, CITY OF RENTON Maxine E. Motor City LClerk cc: VProject Engineer OF R�ti THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH.98055 oBARBARA Y. SHINPOCH, MAYOR • MAXINE E MOTOR, p$ Q° CITY CLERK • (206) 235-2500 �gTEp SEpt E�04, June 25, 1985 Nick DeVitis Olympic Western Co. 6703 37th Avenue SW Seattle, WA 98126 Re: Watermain Project on Renton Airport, W-804 Dear Mr. DeVitis: At its reqular meeting of June 24, 1985, the Renton City Council accepted the overall low bid submitted by Manfred Duske Excavation for the referenced project. Thank you for your participation. Sincerely, CITY OF RENTON p • b 4s dL Maxine E. Motor City Clerk 1 cc: ✓Projec Engineer OF RFti THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE SO. RENTON,WASH.98055 O & BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR. $9,TE0 SE PT��O�P CITY CLERK • (206) 235-2500 June 25, 1985 Stephen Winterburn S & P Construction, Inc. 2230 Pacific Street Bellingham, WA 98225 Re: Watermain Project on Renton Airport, W-804 Dear Mr. Winterburn: At its regular meetirg of June 24, 1985, the Renton City Council accepted the overall low bid submitted by h anfred Duske Excavation for the referenced project. Thank you for your participation. Sincerely, CITY OF RENTON >y-;; . 4ed2-70-2��4- � Maxine E. Motor City Clerk cc: ✓Project Engineer 0 RE,� .� c THE CITY OF RENTON U ��R 7 MUNICIPAL BUILDING 200 MILL AVE SO. RENTON.WASH. 98055 $ BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR. CITY CLERK • (206) 235-2500 p� .,$ �Q. RgTED SEPt E�,tO June 25, 1985 Frank G. Pitardi, President Pitardi Trucking Co. , Inc. 12218 51st Avenue S. Seattle, WA 98173 Re: Watermain Project on Renton Airport, W-804 Dear Mr. Pitardi: At its regular meeting of tune 24, 1985, the Renton City Council accepted the overall low bid submitted by M2nfred Duske Excavation for the referenced project. Thank you for your participation. Sincerely, CITY OF RENTON . 6 • Maxine E. Motor City Clerk CC: \kroject Engineer OF RF�T o THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 z rll $ BARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR. n09 , CITY CLERK • (206) 235-2500 e 4rEO SEP'tg June 25, 1985 Russ Bednorz, President Bay Cities Canstruction, Inc. 2218 112th Avenue East Tacoma, WA 98445 Re: Watermain Project on Renton Airport, W-804 Dear Mr. Bednorz: At its regular meeting of June 24, 1985, the Renton City Council accepted the overall low bid submitted by Manfred Duske Excavation for the referenced project. Thank you for your participation. Sincerely, CITY OF RENTON dw Maxine E. Motor City Clerk cc: v'Project Engineer OF RF PUBIC WORKS DEPARTMENT z RICHARD C HOUGHTON • DIRECTOR 09 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 tr HSTCO SEPIto e 206 235-2569 BARBARA Y. SHINPOCH June 19, 1985 MAYOR MEMORANDUM TO: Richard Houghton, Public Works Director FROM: Bob Bergstrom, Engineering Supervisor SUBJECT: Airport Water Main Improvements Bid Award As you are aware the apparent low bid contractor Bay Cities asked to be released from the award on Project W-804 Penton Airport Water Main im- provements bid on May 29, 1985. We received the attached letter from Bay Cities claiming a bidding error. We also have rev'ewed with Manfred Duske Excavation the potential for award to his firm. We have discussed his work performance with Water District 105 in Kent and they rate the firm very highly. Based upon the Ray Cities request for release and the suitability of Duske Construction, the Public Works Department/Engineering Division recommends award to the 2nd low bidder of Duske Construction. Bay Cities Bid A&B $ 144,000.01 Duske Bid A&B $ 159,317.93 Engr. Estimate A&B $ 208.707.59 Airport Budget A&B $ 216.000.00 Thanks. REB:pmp Attachments k. J 6�7 z �- OF RFC Al PUBLIC WORKS DEPARTMENT i RICHARD C HOUGHTON 1 DIRECTOR �O MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 sQoq 206 235-2569 rED se PtE�+O�Pe BARBARA Y. SHINPOCH June 19, 1985 MAYOR MEMORANDUM TO: Richard Houghton, Public Works Director FROM: Bob Bergstrom, Engineering Supervisor SUBJECT: Airport Water Main Improvements Bid Award As you are aware the apparent low bid contractor Bay Cities asked to be released from the award on Project W-804 Renton Airport Water Main Im- provements bid on May 29. 1985. We received the attached letter from Bay Cities claiming a bidding error. We also have reviewed with Manfred Duske Excavation the potential for award to his firm. We have discussed his work performance with Water District 105 in Kent and they rate the firm very highly. Based upon the Bay Cities request for release and the suitability of Duske Construction, the Public Works Department/Engineering Division recommends award to the 2nd low bidder of Duske Construction. Bay Cities Bid A&B S 144,000.01 Duske Bid A&B S 159,317.93 Engr. Estimate A&B $ 208,707.59 Airport Budget A&B S 216,000.00 Thanks. REB:pmp Attachments „ 4 o�[ . . . . . , y . . . . . , 2 s na 8 . , ■ / § ■ ■ ■ ■ ■ ■ is fog I , —< - : � q� ■ | | | | | � | ! | | | � � � \ § . . � | � ■ n | # | | � ■ s� � . � . . . ! . � , / • I . � � � , ' ; , � � | � � ® , ■ 2 � � \ ■ : � : � _ �� ; � � i . | 2a r2 2 ; | 2i | ) 2 ; | - \ \ f |! }f }= ! ! )} 2f | !! £ ) ƒ .1ji � } � � - - . Z , . r r . 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I717 0 LN NU.N .. _ LN _ 17 M4L I./ Iwo 4/ 71Y.N am E IrY/l hll lYp I111.1 M41111all IM.1 N0.M _ I7a1.1 7MM y w a in"iN1fin MrYt ta1Y1 IW LI qN.N IELN .—_ ,. LM IY7 E27.N ON YM.M 7111 7/11.N .ar �1Im.111 illHf.A tIN.N LN 11112.E N17.N 177N.N pp _ NINLM LM R11U.N lax ---- -- y; atw aNt tMe tal —^ N11,ELa N7.NLN /M.9M.12 11".E • v COMPLETE SITE DEVELOPMENT SERVICE UiKITiE3.SUSdV1SgN3.ROADS,PARKING LOTS,WATER LINES.CIEARINO.011ADMl(1 June 10, 19135 City of Renton 11ir r••.E nr bf 1.Cf?'! IC WUr J" %VV I4111 live. jo. Renton, WA 98055 ATTN: Mr. Richard C Houghton RE>I Airpnrt Water Improvements Uear Mr. 10ughton. I have reviewed the hid submitted by Bay Cities Construction, Inc, and found that a significant error was made. 1 wish to be released from our bid submitted due to this error. Thank you very much for your consideration. Sincerely, L44. Russ ednar2, President 2210 112m STREET EAST TACOMA,VVASHINOTON*"5 206WI,-A/S � STM COW FIFO myde•21,N1 :sue- iYI PUBLIC WORKS DEPARTMENT RICHARD C HOUGHTON • Dl?[CTOR -8' MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH.98055 1P P�D 206 235 2559 q tto SEPS C�OQ. BARBARA Y. SHINPOCH June 19, 1985 MAYOR MEMORANDUM TO: Richard Houghton, Public Works Director FROM: Bob Bergstrom, Engineering Supervisor SUBJECT: Airport Water Main Improvements Bid Award As you ere aware the apparent low bid contractor Ray Cities asked to be released from the award on Project W-804 Renton Airport Water Main Im- provements big on May 29, 1935. We received the attached letter from Bay Cities claiming a bidding error. We also have reviewed with Manfred Duske Excavation the potential 'or award to his firm. We have discussed his work performance with Water District 105 in Kent and they rate the firm very highly. Based upon the Bay Cities request for releas• and the suitability of Duske Construction, the Public Works Department/Engineering Division recommends award to the 2nd low bidder of Duske Construction. Bay Cities Bid A&B $ 144.000.01 Duske Bid A&B $ 159,317.93 Engr. Estimate A&B $ 208,707.59 Airport Budget A&B $ 216.000.00 Thanks. n REB:pmp �1 Attachments PRE-QUALIFICATION, �tiF_ Iy, 19-b- 1-02.1 PRE-QUALIFICATION OF BIDDERS (Replacement Section) "To be considered for bid award, all prospE=tive bidders shall submit a pre-qualification submittal package to the � ity Clerk's office by 2:30 p.m. , The pre-qualification submittals will be reviewed by the Engineer and the City staff for conformance with the criteria, and the experie,ice and general capability of the proposed bidder to complete the work proposed. All submitting parties will be notified both by letter and by addendum whether they have been approved to submit a bio on this project. The City shall have the right to take all action necessary in determin- ing the ability of the proposed bidder to perform the work satisfactori- ly. Refusal of the City to allow a potential bidder to submit a bid for this project will be final . The City may reject any bid that is submitted from a bidder that has not been pre-qualified." Contractors wishing to bid o-i the Od - P:e 'J soy shall complete the following ques ionnaire and submit the information requested. I 1. Name of applicant //!wl�te4Q •11 3ke Ls. 2. Address of applicant (mailing) a y2 06 /g?r-,( /ire a s (street) /le„ >i�Wtl 980-1/2- 3. Applicant is an individual ; a partnership _; a corporation _ 4. If applicant ;s a corporation, state: a. State of Incorporation b. Name and address of registered agent SP - 1A c. Names and addresss of officers of the corporation and their length of employment with the corporation. 5. If applicant is a,; individual or a partnership, state the name and address of all owners. 6. How many years experience has the applicant had in construction projects similar in nature and size to the 7. Stdte the name and address of applicant's bank, including the branch and name of the individual in saia bank to be contacted for financial reference. 3eS N. A�y� ILQL,4 W.; 5i,�S Z SP - 1B C. Is any litigation pending aoainst the applicant? A, en,e_ If so, give details: 9. Has the applicant, or any officer or partner thereof, failed to complete a contract? /i N If so, give details: 10. The work to be undertaken for this project is considered specialized; and prequalification of bidders experienced in the specific type of work is required. Pre-qualification criteria is as follows: A. Contractor shall have successfully completed projects requiring reconstruction of existing public sewers where continuous mainte- nance of service continuity is necessary. Provide specific detail on similar projects as follows: 1. Project name and location. 2. Date of completion. 3. Name, tif`e, address and telephone number of person (owner) to contact for verification. B. Contractor's pre-qualification statement shall clearly indicate conformance with the above criteria to be considered for this project. State whether experience indicated is for the prime contractor or a sub-contractor. If a sub-contractor is elected, to perform any of the tasks in the pre-qualification criteria, provide reference data; i.e. name, address, telephone number and contact person. Contractor may not change pre-qualified sub-contractors without written permission of the City. Sp - lc The undersigned represents and warrants, "under the penalty of perjury" that the foregoing information is true and accurate to the best of his knowledge. p / Signature of applicant ��K (Title) Dated SP - 1D OF Rp y y, `•y ,} PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON • DIRECTOR 0 wAL MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 15�A"rEp SEpSE�e'e 206 235.2569 BARBARA Y. SHINPOCH June 19, 1985 MAYOR MEMORANDUM TO: Richard Houghton, Public Works Director FROM: Bob Bergstrom, Engineering Supervisor SUBJECT: Airport Water Main Improvements Bid Award As you are aware the apparent low bid contractor Bay Cities asked to be released from the award or "roject W-804 Renton Airport Water Main Im- provements bid on May 29, 1985. We received the attached letter from Bay Cities claiming a bidding error. We alsc have reviewed with Manfred Duske Excavation the potential for award to his firm. We have discussed his work performance with Water District 105 in Kent and they rate the firm very highly. Based upon the Bay Cities request for release and the suitability of Duske Construction, the Public Works Department/Engineering Division recommends award to the 2nd low bidder of Duske Construction. Bay Cities did A&B $ 144,000.01 Ouske Bid A&B $ (59,317.93 Engr. Estimate A&B $ 208,707.59 Airport Budget A&B S 216,000.00 Thanks. �B � REB:pmp Attachments SPEED LETTER TD: WvA r zzo,,76"et-1 ,z/�iiLZ' DATE: ,i �/ PROJECT: %✓a .may. �%n:�_ �Q SUBJECT• !9''r>�_i''�_�► f/%`�c c.�����1T leis-r.G G/".�ttr�c �.-�/r � , Signed w - sa¢ TV4 7M jahL COMPLETE SITE DEVELOPMENT SERVICE UTILITIES.SUBDIVISIONS,ROADS.PARKING LOTS.WATER LINES.CLEARING,GRADING Bay=eS .Iclne 10, 1985 of Renton • r s _ .n.- _•f i•ut:: i c Wor Sc R ♦w.?. a:0. WA 98055 ATTN: Mr. Richard C Houghton kra Airport Water Improvements +mar Mr. Houghton: 1 nave roJiewed the bid subnA LLed by B-RY Cities fJr.nat• uctlon, Inc. and found that a signif .cAnt error was s.adE . T wish to be released from our Cid submitted due to this error. Thank you very much for your consideration. Sincerely, Russ Bednorr_, President 2218 112th STREET EAST TACOMA,V ASHINGTON 98"5 2061531IVA8 STATE COAT REP ORAVGC'Y.BN TRANSPORTATION COMMITTEE REPORT ,ane 10, 1985 W-804/W-799-A RENTON MUNICIPAL AIRPORT WATER SYSTEM IMPROVEMENTS The Transportation Committee concurs in the recommendation of the Public Works Depac-tment to accept the combined low bid of Bay Cities Construction Inc. in the amount of $144,000.01 . The Committee also recommends that the Mayor and City Clerk be authorized to execute the contract documents. Nancy Mathews, Chairman Robert Hughes, Vice-Caairman Thomas Trimm, Member 4%6 COMPLETE SITE DEVELOPMENT SERVICE �(y—��In UTILITIES.SUBDIVISIONS ROADS.PARKING LOTS.WATER LMES.CLEARING,GRADING Wz i _ es Jime 10. 1985 City of Renton ITirr--Ar)r T�f 1'nh! Ic Wort:-, :uo H1 1 1 rlve_ .io. Renton, WA 98055 ATTN: Mr. Richard C Houghton RE. Airport Water Improvement, Dear Mr . Houghton. I have reviewed the bid submitted by Pay Cities Construction, Inc. and found that a significant error was made. I wish to be released from our bid submitted due to this error. Thane, you very much for your consideration. Sincerely. / Z7� Russ ednarz. 7 President 2218 1121A STREET EAST TACOMA,WASHINGTON 98445 2061501-0448 STATE IXNI KG NSAVCIC'1149N PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98065 94 �_ oq,TEo sEPt EVO�P BARBARA Y. SHINPOCH June 4, 1985 MAYOR Nancy Mathews, Chairman and Members of the Transportation Committee Subject. W-804/W-799A Renton Municipal Airport Water System Improvements Pear Committee Members: The bid opening for the subjec': project was held on May 29, 1985. A tabulation of the bids received `s attached hereto. The project is budgeted for $216,000 in the 1985 Renton Municipal Airport Fund. This project was bid as a main job, the S.E. Perimeter Road and as an addendum, the runway crossing. The low bid of $40,027.91 on the main job was submitted by Manfred Duske Excavation. The low bid of $100,689.75 on the addendum was submitted by Bay Cities Construction inc. The combined low bid of $144,000.01 by Bay Cities Construction Inc. is approximately $3,300 higher then accepting the low bids for the two separate phases but would offset the additional cost through reduced administration costs. It is, therefore, recommended that the cumbined low bid of Bay Cities Construction Inc. in the amount of $144,000.01 be ac^epted and the combined contract for the subject project be awarded. Very truly yours, Richard C. Houghton Public Works Director DT:ckd Attachment •Late: 50-Mav-85 City of Renton . Departmrai of Engineering • Page t • . ----- Contractor Contractor Contractor Contractor Contractor a Bay Cities Const. Inc Manfred Duske Excay. 1litherTasFructima Inc--- Frank Coluccio Const Ci. BSIuihosstratioe , Unit bid Item Bars Description Unit Est. Unit Bid wit Bid Uri! Bid Veit Did nt Price Amount Price Amount Price Amount Price Amount Price Amou No. Ho. Quantity _ r Project: W-304 Renton Airport Southeast Perimeter Road Water System Improvement 040.00 24,42 ISOQL84 26.00 lS6S2.00 15.00 21070.00 26.00 15652.00 1 12' Ductile Ircn Pipe Class 52 L.F. 602.0 20.00 12 7511:00- 40.00 1000.00 60C.DO 2 10' Ductile Iron Pipe Class 52 L.F. 25.0 50.00 1250.00 38.60 965.00 Otr -T# - 3 8' Ductile Iron Pioe Class 52 L.F. 515.0 15.00 7115.00 i6.45 8471.75 23.00 11945.00 25.00 12875.00 22.00 11330.00 500.00 1500.00 450.00 l350.00 425.Ou 1275.00 500.00 1500.00 400.00 1200.00 4 8' Sate Valve Assembly Each 3.0 • m/Cast Iron Valve Box ' 5 10' Sate Valve Assembly Each 1.0 1000.00 1000.00 625.00 625.00 650.00 650.00 700.00 700.00 600.00 600.00 • a m/Cast Iron Valve Box b 12' bate Valve Assembly Each 1.0 4000.00 4000.00 1800.00 1800.00 1700.00 1700.00 1500.00 1500.00 26G0./i0 2600.00 ,I• e/[concrete Vault ' Cory Type Fire Hydrant Assemply Each 2.0 1200.00 2400.00 1562.50 3123.00 2000.00 4000.00 1500.00 3000.00 2200.00 4400.00 8 Reset Existing Fire Hydrant Each 1.0 1000.00 1D00.00 600.00 600.00 400.00 4G0.00 700.00 700.00 600.00 600.00 d - 9 Furnish and install Cement C.Y. 6.0 200.00 1200.00 50.00 300.00 80.00 49.. 125.9u 750.00 100.00 600.00 Concrete for Trust Blocking locking ns l.s, l.0 2CC0.00 2000.00 900.n0 900.00 1500.00 1-100.00 1000.00 1000.00 2000.00 2000.00 1u Plug and Abandon 6' and Remove Concrete Vault. 11 Bank Run Drivel for Backfi:l C.Y. 10.0 30.00 300.00 f0.00 100.00 7.00 70.00 15.00 t50.00 30.00 SQ0.00 • 12 Asphaltic Concrete Class B Ton 45.0 50.00 2250.00 50.00 2250.00 60.00 2700.00 60.00 270C.00 160.00 7200.00 • for Pavement. Patching 500.00 1000.00 1C0.00 20.00 1D0.00 2 u0 00.00 175.00 350. 360.00 720.00 13 Portland Cement Concrete for C.Y. 2.0 . Pavement Patching • 12.00 290.06 9.00 I80.00 iS.00 300.00 20.00 400.00 ;4 5/8' Crushed Rock for Pavement Ton 20.0 20.00 400.00 p• 2000.00 1:•iv.03 1I00.00 1500.00 1W.00 1000.110 1000.00 700.00 700.00 15 Construction Staking L.S. 1.0 2000.00 • 42902.00 42595.00 48902.00 40065.00 37022.59 3936.20 3961.06 Sub Total 3475.0b Sales Tax a 3110.27 0027.91 52531.20 52861.06 Total 43110.2T 40027.91 46377.06 �i ------------- -------- -- - L1 m s {i City of Renton . Department of Engineerin - • letmu'30 ;S -- ----- Fwp-y -- - .__ ---- -.-Contractor Contractor -- --- -- _- �- Contactor-- _Contrutar I�I -. - - -. - Contractor j• Bay Cities Const. Inc Manfred 0uske Excav, Archer Construction (rr, Frank Coluccio Coast Co Delmar Lonstn.Biian Co + -! Unit Bid Unit Bid Unit Bid Unit Bid Unit Bid Item Bars Dery iptioc Unit Est. Price Amount Pace Amount Price Amount Price Amount M. Po. Quantity Price Amount a• e � d proj*cti W-799A 16' Water Main Crossing of Renton Municipal Airport Runway 10.00 6910.00 34.00 1 12' Ductile Iron Pipe .lass 52 L.F. 171.0 20.00 3460.00 33.IC 5T26.3D 24.OQ SHIM .� G 30.00 26100.00 35.88 31215.60 55.00 30iS0.00 42.00 36540.00 69.00 59160.00 • • 2 16, 0u'tiie Iron Pipe Class 52 L.F. B7J.0 1800.00 1800.00 2600.00 3606D8 �r 1 12, Site Valve Assembly Each 1.0 4000.00 4000.00 1800.00 1800.00 -1708.0� - �� 1r4• with Concrete Vault _ 150.00 34500.00 195.00 44250.00 73700.00 220.06 50600.00 4 Furnish and Instill 30' Bored L.F. 230.4 ? F • Crossing of Renton Municipal Airport Runway �� x .00 50.00 150.00 100.00 300.00 120.00 360.00 260.00 790.00 20D." 800 µi•3 Furnish and lnttill Cement- L.Y. 3.0 _. -4 1 Concreto for Thrust Blocking 70.00 l2_ 60.00 10800.00 81.00 14940.00 6 Asphalt Concrete Class 'B' for Ton 160.0 3 .. 5400.00 51.25 9405.00 • Pavement Patching _-- 7 SIB, Crush*. Rock Ton 800.0 10.00 BOD0.00 11.55 9246.00 10.00 3000.00 12.00 9600.00 12.00 9600.00 • 8 Remove and Replace Cement L F. 20.0 50.00 f000.G0 10.00 200.00 20.00 4VO.00 25.00 500.00 10.00 600.00 " • • Concrete Curb and Sutter 5.00 6085.00 1.45 1764.65 S.00 6085.00 3.04 3651.00 6.00 1302.00 9 3' P.V.C. Telemetry Conduit L.F. 1217.0 • • Coglate in Plum ._ 10 Conduit Pull Box Each 6.0 500.00 3000.00 675.00 4050.00 800.00 4800.00 500.00 1000.00 1600.J0 9600.00 • �, • _. 1v Corey Type Fire Hydrant Assembly Each 1.0 1000.00 1000.00 1950.00 1950.00 1150.00 1356.00 1500.00 I500.00 2600.00 2600.00 110351.55 114602.00 125271.00 157454.00 • Sub Total 91145.00 9282.76 10146.95 153.77 =' 1544.75 8938.46 Sales yr. ! + 123A84.76 135417.95 t70207.TT iota! 100689.75 119290.0 • f159 317.95 $170,261.82 f1A7,949.15 $223,070.04 COMBINED TOTAL (Inc taxi f144,000.01 , +•j e i e.... 1U-Bay-85 • • City �f Renton . Department of Engineering Page 3 Coatractor Contractor Contractor Contractor Contractor • Brant Construction Barlow Construction. Cc Olympic Western Cc S k P Construction Ca Pitardi Trucking Cc Inc Item Bars Description Unit Est. Unit Bid Unit 8;J Unit Bid Unit Bid Unit Bid - • No. No. 0uanti".y Price Amount Price Amount Price Amount Pnce Amount Price Amount • Project: W-004 Ranton Airport Southeast Perimeter Read Water System improvement 1 12' Ductile Iron Pipe CIass 52 L.F. 602.0 39.68 23887.36 37.0 22274.00 - - 20823.19 42.0 25284.00 47.0 28294.00 2 10 Ductile Iron Pipe Class 52 L.F. 25.0 C6.92 _3.00 33.0 825.00 39.2 1472.75 40.0 1000.00 4!.0 1025.00 • 0 3 8' Ductile Iron Pipe Class 52 L.F. 515.0 34.39 17710.85 30.0 15450.00 20.7 10670.60 38.0 19570.00 42.0 21630.00 • 4 8' Bate Valve Assembly Each 3.0 375.D0 1123.00 100.0 1500.00 732.7 2250.04 973.0 ' - 2923b0-i 47.0 --141.00 -� . m/Cast !•an Valve Box 5 10' gate Valve Assembly Each 1.0 555.00 535.00 700.0 700.00 864.5 864.30 1123.0 1123:00 • w/Cast Iron Valve Box F" 6 12' Bate Valve Assembly Each 1.0 1500.00 1500.00 1500.0 1300.00 ia".0 3890.00 1375.0 1375.00 1IM.10- II10.00 • mlCconcrete Vault • 7 Cory Type Fire Hydrant Assembly Each 2.0 1500.00 3000.00 1500.0 3000.D0 2180.0 4160.00 1730.0 3500.DO 1900:0 -3600.00 • 6 Reset Existing F re Hydrant Each 1.0 200.00 200.00 5N.0 500.00 1036.0 1036.0 375.0 375.00 606.0 606.00 • 9 Furnish and Install Cement C.Y. 6.0 40.00 240.00 100.0 600.00 86.0 516.00 00.0 600.00 560.0 3360.0D • Concrete for Trust Blocking • 10 Plug and Abaneoe 6' Watermains L.S. 1DD.D0 t00.00 1100.0 110MI." 786.7 786.73 900.0 900.00 820.0 820.00 '.,. • and Remove :oncrete Vaultff: 11 Bank Run Gravel for Backfill C.Y. :010 10.00 100.00 20.6 200.00 10.9 109.00 13.0 130.00 15.0 M0.00 b; Ir 12 Asphaltic Concrete Cias, i, e< 45.0 60.00 2700.00 80.0 3600.00 Ml '.364,50 60.0 2700.00 96.0 4410.00 • ;a, Pavement Patching <.• �xc 13 Portland Cement Concrete for C.Y. 2.0 100.00 200.00 M.0 300.00 134.9 309.50 100.0 200.00 330.0 700.00 • Pavement Patching 14 5!8' Crushed Aock for Pavement Ton 20.0 10.00 200.00 20.0 400.00"- Tl --_- MG. :5.0 300.00 14.0 280.00 • 15 Construction Staking L.S. 1.0 1500.00 1500.00 1000.0 1000.00 764.2 %66.20 1100.0 1100.00 :300.0 1300.00 L,I• . Sub Total 53941.21 53149.00 49160.00 61084,00 68726,00 - ,I• Sales Tax ! 4369.24 4305.07 3901.96 4947.80 5566.61 _ Total 59310.45 57454.07 53141.96 66031.60 74292.81 _ e • Date: 30-Nay-85 City Of Renton . Departmant of Engimeeriof •. ' Page 4 Contractor Contractor Contractor Contractor Contractor grant Construction Nariow Constructior o Olympic Western Ca - 5 1 P-Construction Co Pitardi Trucking Co Inc item Bars Description Unit Est. Unit Bid Unit Bid Unit Bid Unit Bid Unit b.d • No. Wo. Quantity Price Amount Price Amount Price 4mo4nt Price Amount Price Amount <d Project: 10-799A 16' Water Rain Crossing of Renton Nuniu pal Airport Runwav ___. i_ -_� • 1 12' Ductile Iron Pipe Class 52 L.F. 173.0 44.77 7745.1, 0.0 0.00 57.A 9995.94 38.0 6574,00 90,0 15510.00 2 16' Ductile Iron Pipe CLmss 52 L.F. 070.0 51.? 44570.10 0.0 0.0C 52.6 45762.0% 45.0 39150.00 53.0 46110.00 3 12' Site Valve As-_.bly Each 1.0 1500.00 1300.05 0.0 0.70 2045.0 2045.00 1500.0 1500.00 1665.0 1665.00 s with Ccacrete Vault Y • 4 Furnish and Install 30' Bored L.F. 230.0 145.00 37950.0r- 0.0 0.00 208.7 48010,20 170.0 39100,00 722.0 51060.00 • Crossing of Renton Municipal . Airport Runway °• .? 5 Furnish and Install Cement- C.Y. 3.0 100.00 300.00 0.0 0,00 345.0 1035.00 150.0 450.00 510.0 1539.00 ' Concrete for Thrust Blocking 6 Asphalt Concrete Class 'B' for ion 180,9 50.00 9000,00 0.0 0.00 48.3 8694.00 56.0 10080.00 71.0 12780.00 pavement Patching 7 5'6' Crushed Rock Ton 800,1; 6.00 4800.00 0.0 0.00 11.1 8840.00 1410 11200.00 14.0 11200.00 • 8 Remove and Replace Cement L.F. 20.0 10.00 200.nt 010 0.00 12.3 246,6. IV 300.00 22.0 440,0C �i• Conrrece Curb and Sutter b° • 9 3' F.V.C. Telemetry Conduit L.F. 1217.0 1.00 1217.00 0.0 0.00 3.7 4454.22 6.0 7302.00 6.0 7302.00 Complete in Place • ID Coneait Pull Do$ Each 6.0 520.0 3120.00 0.0 0& 101.0 606.00 100.0 600.?n 122I.0 7326,00 i�`• 10 Carey Type Fire Nydrant Assembly Each 1.0 1500.00 1500.00 0.00 2437 2437.00 :600 1800.00 2719 2719.00 �° • Sub Total :11902.31 0.00 132125.96 '18056.60 157?02.00 • Sales Tax 8 9064.09 0.00 10702.20 9562.54 1277',66 �• Total 120966.40 0.00 142829.16 127618.54 170475.B6 .. . COMBINED TOTAL tins tail 41?9,276,85 $57,454.07 $195,970.12 $193,650.14 $244,760.67 L• 1'' BID TABULATION SHEET PRO JECT • RENTON AIRPORT WATER SYSTEM (W-804) DAT E MAY 29, 1985 BIDDER EEO AA BID ARCHER CONSTRUCTION, INC. 18211 East Valley Road Kent, WA 98032 COLUCCIO CONSTRUCTION CO. 9600 M. L. King Way S. Seattle, WA 98118 DELMAR CONSTRUCTION CO. 15624 7th Avenue East ----------------- Tacoma, WA 98445 MANFRED DUSKE EXCAVATION 24206 :83rd Avenue SE Kent, WA 98042 1 GRANT CONSTRUCTION 12901 172nd SE Renton, WA 98056 s> HARBOW CONSTRUCTION CO. 3613 N. Villard Tacoma, WA 98407 BID TABULATION SN, E� T PROJECT • PAGE TWO DAT E • MAY 29, 1985 ME B BIDDER EEO AA OLYMPIC WESTERN CO. 9 6703 37th Avenue SW _ Seattle, WA 98126 S & P CONSTRUCTION, INC. 2230 Pacific Street Bellingham, WA h8225 PITARDI TRUCKING CO. , INC. 12218 51st Avenue S. Seattale, WA 98178 BAY CITIES CONST. , INC. 2218 112th Avenue East Tacoma, WA 98445 ENGINEER'S ESTIMATE 7 (Joe Armstrong) 71f,;)-$ Affidavit of Publication City of Renton Water System Improvements Bid Date,May to_- STATE OF WASHINGTON CALL-_- � CITY Q1F RF:N TON - WATER PRO ECTNO. W—gag KING COUNTY—SS. WATERS IMPROVEMENTS RENTON AIRPORT PERIMETER ROAD The undersigned, on oath states that he is an Sealed bids will be received authorized representative of The Daily Journal of Commerce, until 85 at the city clerk's he Wednesday May a daily newspaper, which newspaper is a legal newspaper ss, lees at and of general circulation and it is now and has been for more Itce and will be opened and than six months pubticly read in the 1th floor prior to the date of publication hereinafter conference room, Renton Muni- refered to, published in the English language continuously opal Building, l00 Mlll Ave. as a daily newspaper in Seattle, King County, Washington, South. The wor to be ppeerformed and it is now and during all of said time was printed in an thehldate oworking rk mmencenent office maintained at the aforesaid place of publication of under this contract shall in- this newspaper. The Daily Journal Of Commerce was on the cludF�mtn a eli ittedato: 12th day of June, 1941, approved as a legal newspaper by nd install rof it the Su rior Couet of King County. pro - imatel 1 'd lines'. fee of , pe lo'andy 12 ductile Iron water main, together with all M. The notice in the exact form annexed, was published in and bandon two 6 water regtitlez',sautes of The Daily Journal of Commerce, which was mains, and remove valves regularly distributed to its subscribers during the below and valve chamber, and com- plete restoration as set forth stated period. The annexed notice, a m the design drawings end .......... -... - T�cTifications. Notice of Bid Call 1'be City reserves the right to ....................................._................................................................ . .. . ... a Any and/or all bids and t0 waive any and/or al' intor,. ..................._......_...-«..._........................................... ma hies, �noe Approved plans and ipecifl- was pualfaw OA .. j �..., ....l�.a...+ssau....._.._-_............_.....cations and form of.contract d„vments may be obtained at ..Y..._.........__.�.............._......... ......._.............._............__..........._.. the Public Works Ileppeertment office at the Renton Munic+Sopapl ...,.....,,„-.,`_,-,,,..,,,,,_,,,,_,,,,,,,,,, ,,,,,,,,,, Building fora deposit of f3 . •••••••••••••••••......_.....-------------. each set plus 910 to troves ,;stage if mailed. The deposit Wulf be refunded upon return of the Plans and SpeciB4ations in ,,,,,, good condition within thirty "' " '" "t� ""........................ mailing t charge opening.l f be ulteen and sworn to before me on Aref vertu. May 151, 1985 A certified check or bid bone .........__. in the amount of five percent-'""""'""'""'""' . ............................ . . ......................... (3%)of the total amount of each � bid must accommppaany each bid. _„�� - ' The City's Fair PreRices and '""""' ' �'t k- ............ Non-Discrimination Policies Notary Public for the State of Washington, shalla�pp!y� residing to Bantu& MATa E.MOTOR, City Clerk. Dates of publication in the Seattle Daily Journal of Com- merce,May 9 and 15.1985. t9163-8) PART Js�ii�-���10:f 00.oi innix����ce Nl1 i PSI). SeMOC, WA 99111. Phone(2W)622-9272 May 15, 1985 Dale.... . . . ... . ... . .. ......... .. City of Renton Office of City Clerk 200 Mill Ave . So. Renton, Wa. 98055 Notice of Bid Call 7163-B Water System Impvts . I; �Oz�dO�S. s9ro. V6, 63./y_ /38. f'O 7638 66 lines @1.10 per line 72.60 i 66 lines @ 1.00 per line 66.00 $138.60 I Published May 8, 159 1985 (;I iAii i t_H 116, LAOS OF 1965 CITY 01 RENTON CERTIFICATION ,A,',",' YB9' 11 CISN[n PO PI F[RY fI RIMY UNp!"R off !t p,_N/�`IH. hlpl 1111. MdTCNLTIc IIIHE R([N 11'P:;1D11MI f•I[ Si N.v'.V RI NPf , 4tI' IME ,It AI ltl(IRM[P P•1 p{Sl AIR, D NI I IN, LIN TIO YNE CIMM 1! .I fl cl. bCE Ar1O . IAND ORLIAIITI ON AtITHO 1 1NE A bl NLNfON. AND TNAI 1 AM ADiNONIlED TO AUIN N11041E AND [[RI11 T/ TO SAID MAIN. SIGNED] i 1^ in„n,,. ,nn NtV Pglh/'1' nlTh t'RV mI 11 WILSEY & HAM I 57 �T Engleseerkq a Planning a s 't^C L� U U M OF 1980 112lh Avenue N.E..Suite 200 CLT— P.O. Box C 973C4 dare xe Ne, BELLEVUE,W-3HINGTON 980M 1-09- W - - ? 7I -rz TO C,ry OF �C�A)itt ' �r.QLIC L& it" a f2j - - r e1 .-� ��tn?IC IPAL -,t.r�,,.;L. Z00 �T-o - i Ja, WE ARE SENDING YOU J$ Attached LI Under separate cover via the following Items: rl Shop drawings ❑ Prints X Plans ❑ Samples ❑ Specifications LI Copy of letter ❑ Change order ❑ COPIES 0117E N'J. DESCRIPTION r vJ Gov THESE ARE TRANSMITTED as checked below: t7 For approval LI Approved as sutmitted I i Resubmit copies for approval g for your use ❑ Approved as noted !:J Submit—Copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return—corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE / 19 _ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 1300: r�-�-' _4--]T' L Faor, 1 ]AV ICI V_ ��11)j L�TE4.� --- G' HA&X?Jn dd,)J ----- �_ ► IAr)i (1&21) Xk)c,- l��/fzN1,EO oQ yic sgjrAtNc o PTY'CArtJ. t-IF i f,3( ,i S CtTT[1L c.�c` (3EC j{ Ur 7Hc5c= C'HA t K>r_,� _ --.-ZU i2c T Nc o�c_t' o,.r3 c G) of c[� I Hrrte=r�vlu t�i --- -- THIS S-AR L,IrrFic - e Ck TT9d&r it cxt(i 6ArA*-1S t3cf C_twTPCtT- " p&e_ Tt) rL,x, L,4� -C- -- - --LCnr c rA-QE....; Ar o & COPY TO SIGNED: 1t enebeune Sm net as noted. hmdry nonry us .1 H OF RFti z PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING • 235-2631 o > MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.80055 �94TED SEP1E0.6F'P BARBARA Y. SHINPOCH Apri' 26, 1985 MAYOR Mr. Tim Smith WSDOT District #1 6431 Corson Ave. South Seattle WA 98108 Subject: Washington State Wage Rates for City of Renton Watermain Installation Project W-804 Dear Mr. Smith: Enclosed is a Wage Rate Request form for future construction Projects. Thank you for your cooperation. Very truly yours gA—W/I.4�611' David R. Tibbot Project Engineer :ckd Enclosure WAGE RATES REQUEST FORM JOB NO.: FED. RATES ❑ YES "X"(NIGHT) ❑ "T"(DAY) ❑ REVIEWER: C.S. PRO),-- FUNC. GRP.--ORGr DATE: SR OPERATOR: TITLE N-904 - Renton Airport Southeast Perimeter Road — EfF. DATE: - Of❑ADAMS 17❑DOUGLAS 33❑KING 49❑PACIFIC 65❑STEVENS 03❑ASOTIN 19❑FERRY 3513 KITSAP 51 ❑PEND OREILLE 67❑THURSTON 05❑BENTON 21❑FRANKLIN 31❑KITTITAS 53❑PIERCE 69❑WAHKIAKUM 07❑CHELAN 23❑GARFIELD 39❑KLICKITAT SS❑SAN JUAN 71❑WALLA WALLA 09❑CLALLAM 25❑GRANT 41❑LEWIS 57❑SKAGIT 73❑WHATCOM 11 ❑CLARK 27❑GRAYS HARBOR 43❑LINCOLN S9❑SKAMANIA 75❑WHITMAN 13❑COLUMBIA 29 D ISLAND 45 O MASON 61❑SNOHOMISH 77❑Y.AKIMA 1S❑COWLITI 31 G JEFFERSON 47❑OKANOGAN 63❑SPOKANE 99❑ALL(Except _ those marked). 010 ❑ Asbestos Workers 290❑ Inland Boatmen 590❑Refrig. & Air Conditioning Mechanics 030 ❑ Boilermakers 310❑ Insulation Applicators 610❑Roofer A Waterproofers 050 U Bricklayers & Marble 330❑ironworkers 630 ❑Sheetmetal Workers Masons 070 ❑ Carpenters 350❑Laborers 640❑Sign Hangers & Painters _ < - 6 Constr.Men . 090 ❑ Cement Masons 370❑Landscape Laborers 650❑Soh Floor Layers 100 Communications Tech. 110 ❑ Divers&Tenders 390❑Lathers 610❑Sprinkler Fitters-Fire Prevention 130 ❑ btedging Worker 690❑Sprinkler, Irrigation, Water, Storm& Sanitary 150 ❑ Drywall Finishers 430 ❑Mason Tenders,Hod 710❑Sun Scteen Installers & Carriers&Mortermen Window Tinters 170 ❑ Electricians 4SO❑Painters 730 q Teamsters 190 ❑ Elect,-Line Constr. 7SO❑Technical Engineers 490❑Plasterers 770❑Terrazzo Workers & t i le setters 230 ❑ Elevator Constructors 310❑Plaste,"Tenders 790 O Tile, Marble & Terraria Helpers 250 ❑ Fence Erectors & Helpers 5300Plumbers&P!nefltters 820 Traffic Cuntrol Strip 260 < Flaggers 830 ❑Well Drillers 270 ❑ G(siles, 370 ❑Power Fquip,Op. 999 ❑AII(Excep( those marked). 580 , ' Power Equip. Op (pater & DOT roaM e21-000 sewer constr.) OF U « o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 9 235-2631 n MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 0 �. F. Oqq rED SEPZF.I't'0 BARBARA Y. SHINPOCH MAYOR April 23. 1985 Wilsey s Ham Inc. Central Park Building Suite 200 1980 - 112th Ave. N.E. Bellevue, WA 98004 Attention: Mr. W. E.Palmer Re: W-804 Dear Mr. Palmei : Enclosed find one red lined print of the above-referenced plan. Please make the design correction noted on the plan and return the originals per our telephone comments. "ery truly yours, David R. Tibbot Project Engineer DRT:jft NY D4TE R61/1�6/855 IIU EXPENOREOSTA USOREPORT iskHi PORT JANUORY 1995 1i IC WORKS 9EPnRTMENT ACCOUNT A DESCRIPTION ADJUSTED JANUARY aa APPROP EXPEND 591 46 70 �� AIRPCRT REVENGE BOND', .�C 0E8T SERVICE : PRINCIPAL . C 541 46 72 02 AIRFORT REVENUE BONCS/PRINCIPL ?O.LCC.OG *** REC_MPTION CF GENERAL L-T CEBT 30.000.00 592 46 OC OC AIPPCRT REVENUE BONDS .CC 592 46 2C 30 lEBT SERVICE• INTEREST 592 46 ?3 15 ATRFQPT DEVEMUE 80KCS/ INTEREST 210065.0C *** INTFPEST 4 CTHR DEBT SVC CCSTS 21 .065.00 596 46 00 UO AIRPCRT UNCAPITALIZED EXPENSES 596 46 6C 00 CAPITAL OUTLAY 596 46 ti J7 AIRPCRT STCPAGE BLDG 2.000.00 S9E 46 4: OC IMPRVMTS OTHER THAN BLDGS ,Q 96 �Y.RjlI:SF.SSFNER1ATRQSLRT 7 ^ CO0r LatiK aIV C 596 46 63 43 AOAP PRCJECT/FENCING p 596 46 t; 466 AIRPORT CONST RESERVE 150.000�QC $96 46 6 47 gAINIEP AVE WATER SYSTEM 0000 59E 46 63 5C TAXI GLIOANCE SIGNS .(10 0C 596 46 63 51 DREDGE SEAPLANE RAMP 590 46 6 AIRPORT WATER SYSTEMry S9h 4ti h4 R WTaMAIN CRCSS/E Tr I%/U:R RNWY 15D.Di,D,Q.UV 6 46 r f E RIM. Ep9TtypTS ,rCC gat 46 t3 CC SE PERIMETER RC IMPRVMTS t6.CC0.�`G 596 46 63 61 C20AR RIVER WEST SANK DIKE 2. 5COIC 596 46 t3 6c AIRPORT MAj7ER PLC`: UPCATE le 000.00 596 46 64 00 MACHINERY 3 EQUIPMEkT .00 *** UNCAPITALIZE0 EXPENCITLRES 455.5CO.00 SUE AItiPORT 716.8C6.00 ENOiNG FUND BALANCE 4C6r194.00 SUBTOTAL ENDING BALANCE 4C6A 94.00 SUB-TOTAL ENVENOITURES 21OP241 .00 SUE-TCTAL NON-EXPENCITURES .00O SUE-TCTAL CTHER FINANCING LS4S SC6rStS.00 •*.**• AIRPORT IP1234M OC T� r j1 i liiir�iiiu� 'i t ; ?qr ,:w i` C)f R4, o$ ,} PUBLIC WORKS DEPARTMENT DESIGN/UTPATY ENGINEERING 9 235-2631 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON. WASH. 98055 9`o W 0 SEP11.016P BARBARA Y, SHINPOCH MAYOR MEMORANDUM Date: November 28, 1984 To: Maxine E. Motor, City Clerk From: Bob Bergstrom, Engineering Supervisor Re: S.E. Corner Renton Municipal Airport Watermain Extension - Professional Services Contract - Wilsey S Ham, Engineers The _tach.j professional services contract for design of a watermain extension in the southeast corner of the Municipal Airport is ready for execution. This is a budgeted 1984 Airpo*t Fund project. The consultant's contract has been �'- �eviewed by the City Attorney and the insurance certificates are attached. The City Attorney's comments o't waiver of warranty have been noted and these offending sections have been deleted from the contract. Please return one signed contract =opy to my office for trans- mittal to the consultant. Thank you! :jft Attachments r 1(P OF R4,v 4. C«f o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 n $ MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.99M O,fl$ Pam, E �TED SEPZE�O BARB4RA Y. SHINPOCH MAYOR September 19, 1984 Wilsey b Ham Engineers 1980 - 112th Ave. N.E. Suite 200 P.O. boc C-97304 Bellevue, WA 98009 Attention: Mr. Dave Boyle Subject: Renton Municipal Airport 1984 Water System Improvements G_ar Dave: Thank you for the review copy of the proposed professional ser- vices contract for the Airport 1984 Water Syste.., Improvements. I have made notations where I have some comments: 1 . City needs estimate of stair hours, by job class and billing rate for each of the four work areas. 2. City needs certificate of insurance for professional liability and general driver type. 3. The standard fee schedule text on hourly rates and mark-up are to be omitted, your contract is to be a lunip sum 4. The City Attorney will reject provisions that obli- gate us to pay for your lenal costs or limit your liability. Please omit tnLLe passages. Please revise and resubmit. Thanks! Yours very truly, Robert E. Bergstrom, P.E. Engineering Supervisor :jft - Enclosure Lake N )fTx R 8>: • Ix '• --_—+__ _--_ __ —_ N[ DID,— � M 71TN I I T11"a s 1zinkton I I I 1 $ 5 J ° PR04ECT 4�=-L'OCATION-- f :J rcaox !; Y �ww>:u M.5 ec � I a.cx•u,I. , 1 ST .ems. � — • le,:' .>'P•..F '- ..S�x�� .._.M, j1J — � _ _ _ _ ''�� N x x.>• '' Si i! � '� II N ITr � Sr ♦ L - " � . . I A 1 I;lnt 9s aI 7v121.5 jIT ST •r•�`I^•~'�J �' •� , Srlr .��`-'>�S. 6 " �! � � i R L:.0 v � •1' ► ,I i t .] s{ x. e ' 1t:rT12, . �� �x/- �r I : I• ;r . 1 ' J t �}--•� AIRo.'1RT WY � 'S � �T, �� !•c, 5 111M 9 ''�^ ,.i• I>.�: S vy,Cw St a /. r ��s sI ` // 9 "x'E�fdr`� t t r `.'! �St' � e i ce:.Qv • Tx f.'r,'� .Tx `' EARL T .,�I,.x.�r . � i. ,x 1 az—_ SCALE.'1' . 2000' WATER SYSTEM IMPROVEMENTS RENTON AIRPORT City of Renton Washington CITY OF RENTON ADDENDUM NO. 1 To the Contract Document for Water Project No. 804 TO ALL PLAN HOLDERS: You are here! y notified of the following addition to the contract for Water Project No. 804. We are adding plan sheets 1 , 2, and 3; Schedule of Prices; and the applicable Technical Provisions for Renton Airport runway Undercrossing. All bidders shall acknowledge receipt and acceptance of this Addendum #1 by signing in the space pr-vided in the Schedule of Prices". Bids submitted without signed acknowleagement of this addendum will be con- sidered invalid. Section 3 of the Spe<.ial Provisions shall be modified as follows: The City of Renton shall have the right to award the contract on the total amount of the contract for Water Project #804 and Addendum #1 or award the base bid and Addendum #1 separately. The City of Renton shall also have the right to delete Addendum #1 if funds are not available. E- -_ 0 TECHNICAL PROVISIONS - ADDENDUM NUMBER I SECTION 5 CONTROL OF WORK 5. 1. 17 AIRPORT OPERATIONS (ADDITIONAL SECTION) DURING AIRPORT OPERATION ALL AIRCRAFT, LANDING AND FAKING OFF, SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTOR 'S EQUIPMENT AND VEHICULAR MOVEMENT. EACH VEHICLE AND PIECE OF EQUIOMENT OPERATING WITHIN 100 FEET OF THE RUNWAY SHALL CARRY A 3-FOOT SQUARE CHECKERED PATTERN FLAG OF INTERNATIONAL ORANGE AND WHITE SQUARES OF NOT LESS THAN OND FOOT ON ZACH SIDE. THE SAME SHALL BE DISPLAYED IN FULL VIEW ABOVE THE EQUIPMENT OR VEHICLE. THE CONTRACTOR SHALL, AT HIS OWN EXFEN3E, PROVIDE GUARDS AND FLAGMEN AS REQUIRED TO DIRECT AND CONTROL HIS EQUIPMENT AND VEHICULAR TRAFFIC DURINC CONSTRUCTION, AND TO PROVEDE SPECIAL SIGNS AS MAY BE DIRECTED BY THE AIRPORT DIRECTOR. ALL CONSTRUCTION EQUIPMENT SHALL BE OPERATED AT A SAFE DISTANCE FPOM THE EDGE OF THE EXISTING PUNWAY AND TAXIWAYS. THE CONTRACTOR SHALL STOCKPILE MATERIALS ONLY AT APPROVED LOCATIONS. SECTION 55. TOP SOIL 55.5 PAYMENT (REPLACEMENT SECTION) ALL TOP SOIL REQUIRED TO BE REPLACED WILL BE CONSIDEREC INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL PAYMENT WIIL BE MADE. SECTION 56 LAWN REMOVAL AND REPLACEMENT 56.5 PAYMENT (REPLACEMENT SECTION) ALL LAWN REMOVAL AND REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL PAYMENT WILL BE MADE. SECTION_.73 TRENCH EXCAVATION! FOUNDATION,_BE_DDING A10-13r .1,F1LL_FOR WRTER MAINS 73.6 DEWATERING (ADDITIONAL SECTION) DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE WO' AND ALL COSTS THEREOF SHALL BE IN'LUDED IN THE PRICES BID FOR PIPE IN PLACE. SECTION 79 PIPE INSTALLATION FOR NAi'cR_MAINS 74.4 PAYMENT (ADDITIVE SECTION) PAYMENT FOR PIPE INSTr LED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY: CONDITION OF PIPE INSTALLED_ PERCENT_ OF BID_PRICE ,PAID PIPE INSTALLED AND NOT TESTED, 80.0% PIPE INSTALLED AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE- 'IS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% 1 SECTION 79 JACKEB OR BORE) STREET(RIINWAYI CROSSINGS (NEW SECTION) 79.1 DESCRIPTION THE WORK INCLUDES THE JACKING AND/OR AUGERING OF STEEL CASING PIPES UNDER THE AIRPORT RUNWAY AT THE LOCATIONS SHOWN ON THE DRAWINGS AND PROVIDING PIPE-CASI46 SUPPORTS AND END SEALS FOR THE WATER MAIN. 79.2 LASING MATERIALS THE CASING PIPE TO BE JACKED OR AUGERED UMDER THE RUNWAY SHALL BE SMOOTH STEEL, BARE PIPE, WITH OUTSIDE DIAMETER AND WALL THICKNESS AS SET FORTH BELOW FOR THE SIZE OF WATER MAIN TO BE INSTALLED, AND COMPLY WITH AMERICAN WATER WORM. ASSOCIATION,AWWA) SF IFICATION C200, WITH A MINIMUM STEEL YIELD STRENGTH OF 361u00 PSI. ALL ]DINTS SHALL BE CONTINUOUSLY WELDED AROUND THE CIRCUMFERENCE OF THE PIPE JOINT IN COMPLIANCE WITH SECTION 79. 3, INSTALLATION. THE SIZE AND THICKNESS OF STEEL CASING PIPE TO BE INSTALLED SHALL BE 30-INCH D.D. STEEL CASING WITH 0. 688 INCH WALL THICKNESS. 79.3 CASING ALIGNMENT THE CASING PIPE SHALL BE INSTALLED AT A LEVEL GRADE AND AT A MINIMUM DEPTH AS SHOWN ON THE DRAWINGS. THE CONTRACTORS SURVEYOR SHALL ESTABLISH SUITABLE REFERENCE MARKS FOR ESTABLISHING THE ALIGNMENT AND GRADE OF THE CASING PIPE. THE COMPLETED F•TEEL CASING IN PLACE SHALL NOT DEVIATE FROM THE. ESTABLISHED ALIGNMENT OR GRADE BY MORE THE TWO PERCENT. NO MORE THAN TWO PERCENT DEVIATION IN ALIGNMENT OR GRADE SHALL BE ALLOWED IN ANY TWO CASING PIPE LENGTHS. THE CASING PIPE SHALL EXTEND A MINIMUM OF FIFTEEN ( 15) rEET BEYOND THE EDGE OF THE RUNWAY BEING CROSSED. IN NO CASE SHALL THE EXCAVATION FOR THE BORING OR RECEIVING PITS DISURD ThE ASPHALT SURFACING OF THE RUNWAY UNDER WHICH THE CASING IS BEING INSTALLED. EXTENTION OF THE CASING MAY BE NECESSARY TO COMPLY WITH THIS REQUIREMENT. 79.4 CASING INSTALLATION THE CASING PIPES SHALL BE INSTALLED BY JACKING OR AUGERING OR BORING WITH SUITABLE EQUIPMENT . THE CASING PIPE SHALL BE INSTALLED SUCH THAT NO VOIDS OR SPACES EXIST ALONG THE OUTSIDE DIAMETER OF THE PIPE OVER IT 'S FULL LENGTH. FIELD WELDING OF STEEL CASING JOINTS SHALL BE ACCOMPLISHED IN CCORDANCE WITH AWWA SPECIFICATION L206-75. JOINTS SHALL BE BUTT WELDED. THE COMPLETED CASING SHALL BE CLEAN, FREE OF DERSIS, ROCKS, OR EARTH AND READY FOR INSTALLATION OF POTABLE WATER MAINS. THE END OF THE CASING PIPE AT THE JACKING OR AUGERING PIT C.iALL BE CAPPED WITH A STEEL PLATE AND TACK. WELDED TO HOLD IT IN PLACE UNTILL THE WATERMAIN IS READY TO BE INSTALLED. API - 2 79.5 PIPE-CASING SUPPORT AND END SEAL MATERIALS PIPE-CASING SUPPORTS AND CASING END SEALS SHALL BE AS MANUFACTURED BY PACIFIC SEAL, INC. , OR EQUIVALENT AS APPROVED BY THE CITY. MODEL NUMBERS FOR THE CASING SUPPORTS, SUPPORT RUNNERS AND CASING END SEALS SHALL BE IN ACCORDANCE WITH THE FC .OWING: 16-INCH WATER MAIN - 70-1'!vCH CASING CASING SUPPORT - MODEL A 16 SPACED AT 15 FEET SUPPORT RUNNER - MODEL FP CASING END SEAL - MODEL S 79.6 PIPE-CASING SUPPORT ANE END SEAL INSTALLATION FULL SUPPORTS AND RUNNERS SHALL BE INSTALLED NOT MORE THAN 12-INCHES FROM EACH END OF THE CASING PIPE, AND NOT MORE THEN 12-INCHES FROM THE BELL END OF EACH PIPE INSIDE THE CASING. HALT SUPPORTS AND RUNNERS SHALL BE INSTALLED NOT MORE THEAN 12-INCHES FROM THE PLAIN END OF EACH PIPE JOINT INSIDE THE CASING AND AT THE MID LENGTH OF EACH PIPE INSIDE THE CA31NG. ALL SUPPORTS SHALL BE INSTALLED AS RECOMMENDED BY T6E MANUFACTURER AND AS APPROVED BY THE CITY. END SEALS SHALL BE INSTALLED ON BOTH ENDS OF EACH CASING. END SEALS SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER AND AS APPROVED BY THE CITY. 79. 7 PAYMENT THE PRICE PER LINIAL FOOT FOR RUNWAY CROSSINGC SHALL INCLUDE ALL COSTS INCURRED IN MAKING THE RUNWAY CROSSING AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. THE PER LINIAL FOOT PRICE INCLUDES MOBILIZATION AND DEMOBILIZATION; CLEARING AND GRUBBING ACCESS AND WORK SITE AREAS; EXCAVATION, BA:'I'FILL, AND COMPACTION OF THE JACKING OR AUGRING PITS; FURNI2WING A!.� INSTALLING THE STEEL CASING PIPE INCLUDING THE JACKING OR AUGERING, PIPE SUPPORTS AND END SEALS; TRAFFIC CONTROL AND PROTECTION; RESTORATION OF SHOULDERS, DITCHES AND OTHER IMPROVEMENTS; DEWATERING AND CLEANUP. AD1 - 3 ,4DD *4 .64? C. f=/PE Pc"!J: TR4;T/q'J v v e 0 ELEr/s7 T/p,�/� __�ip� TH�POJGN i i• I � � t N741�'H PiFc F.-i�h'.5�5 P:AN .�vo SCQL E COti/GF'E TE ANCHOR BL UCK Oc TAIL WAFER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ] 0 :�»! ) | | § 0/ & 9 §! q 2 ) |� 2 !2,z q (kkgk ( � ! � � k « r � 2 � ■ �� � WE � .l \ | Ile ( % 2 � -- -- k !CATER STANDARD DETAIL CITY of RENT w DEPARTMENT of Rueuc WORKS ADDENDUM pl SCHEDULE OF PRICES RENTON AIRPORT UNDERCROSSING (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 words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED HID UNIT PRICE AMOUNT NO. QUANTITY unit Pries to be written in words DOLLARS CTS. DOLLARS CTS. 1 . 173 L.F. 12" Ductile Iron Pipe Class 52 Tyton Joint Per or s jFigures 2. 870 L.F. 16" Ductile Iron Pipe Class 5? Tyton Joint S 3. 1 EACH 12" Gate Valve Assembly with Concrete Vault Per Each 4. 230 L.F. Furnish & install 30" Bored Crossing of Renton Municipal Airport Runway Per L.F. 5. 3 C.Y. Furnish & Install Cement Concrete for Thrust Blocking $_ Per Each 6. 180 TONS Asphalt Concrete Class "B" for Pavement Patching I Per—Ton ------- ------ -- -- 7. 800 TONS 5/8" Crushed Rock Per Eat------- ---- — �._ 8. 20 L.F. Remove & Replace Curb & Gutter ------------------------ Per L.F. -- --- — --— -- — S. 1217 L.F. 3" PA.C. Telemetry Lonuuit Complete in Place Per I ADDENEUM kl SCHEDULE OF PRICES (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 words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (unit Prices to be written in words) DOLLARS CTS.I DOLLARS CTS . 10 E EACH Conduit Pull Six Per Each (Words) Figures) 11 . 1 EACH Corey Type Fire Hydrant Assembly i Per EacF— Subtotal — 8.1", Sales Tax TOTAL OF ADDENDUM 1 _ i i I W 804 Renton Airport 3X MIBIT "A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 2340 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure equal employ- ment opportunity to all persona regardless of race; creed; color; ethnicity; national origin; sex; the presence of a non-fob-reZated physical, sensory, or mental handicap; age; or marital status. This policy shall be based on the principles of equal employment opportunity and affirmative action guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guideline&: (1) EMPLOYMENT PRACTICES - All activities relating to employ- ment sucW as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with governing Civi: Service Lave and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITR RUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal • -, ; -rtunity sn employment. (3) AFFIRMATIVE ACTIO"' PROGRAM. - The City of Renton Affirmative Action rogram wx a maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to all. It shall be the responsibility and duty of all City officials and employees tc carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may be established by t}v Mayor on the recommendation of an Affirmative Action Qom--t:se for these departments in which a protected class of empZoyees is under-represented. (4) CCNTRACTORS' OBLIGATION - Contractors, subcontractors and supp ier& conducting usiness with the City of Renton shall affirm and subscribe to the :air Practices and Non.- Discrimination policies set forth by law and in the Affirmative Action Program, Copies of this poZiey shall be distributed to all City employees, shaZZ appear in all operational documentation of the City, including bid ealla, and steal: be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton. Washington, this 2nd day of June 7980. CITY OF RENTON: RENTON CITY COUNCIL: �WtiWs✓ Jh.nnpih, %n :w11A./ Mf•rw Mauer Council President Attest: Ieaved; July 10, 1972 Revised: February 9, 1976 Revised: June 2, 1980 cy Clark S�Ty OF tEbIO Water Project No. W - 804 Wafer System Improvements Renton Airport South East Perimeter Road IC&f.QF_)6a The work involved under the terms of this contract shall be the complete Installation, testing anL sterilization of new 8-Inch, 10-Inch, and 12-Inch diameter watermain as shown on the project plans and specifications. The work shall incl,de, but not be ilrIted to excavation, backfill and compaction and Installation cf approximately 1142 lineal feet of 8-Inch, 10-inch, and 12-Inch diameter watermain. All water main shall be ductile Iron class 52. The work shall Include all fittings, valves, sleeves, reducers, blow-off assemblies, concrete thrust blocks, connections to the existing system, testing and sterilizativn of installed pipe, plug and abandon two 5-Inch water lines, and the removal of a valve chamber and valves, and complete restoration of all surfaces and existing underground utilities. All contractors participating In the work on this project shall comply with all Federal , State, County, and City codes of regulations applicabel to such work and in conformance wiih the plans and specifications. ' I \N Alm ST Lake N A,N It I I M TN ST L I I I N.lrtw , Wa Is h i ngton p q °If PRO4ECT VT qo �. LOC�►TION - - �,� {1 - r r\ yra cou.w+ i1 k�:c°MF• �, tl • wr ... I / • r 114Tw= T lT f IgTNN T . L N P u5,w 7 A C4 NUN f • 11 ,w N T 1 yJ�/�1 A � ST .-...Il ♦ I w NF N ST L `• I � II. N ITX■ ST D r.. ■ r �• S , S IY �xT11 i 'i 1 K : II'i� fTN 1 T L S'� •f. rs l,f $ r`. ♦ Al Oil � r ` • A t 1•N ..�. : y w• N S, I V f �. � T ■ L N �ION��ST 91 Y IN- }f.w ,. ' sr`•N ` c,: l ~� rN,pw j• tw � 1 O � I W , ,Nyrr 4• 0 1 X vMIT ia3rNfro3 ' ullast SCALErf 1' 2000' WATER SYSTEM IMPROVEMENTS i RENTON AIRPORT City of Rsnton Washington INSTRUCTIONS TO BIDDERS 1 . Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall , until 2:30 o' clock p.m. , on the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be cha,iged or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done is shown on the Plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the riqht to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 5• The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will ycvern. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal . Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract a,.d furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 City of Eftnjon Call for Silt WATER PROJECT NO. W - 804 WATER SYSTEM IMPROVEMENTS RENTON AIRPORT SOUTH EAST PERIMETER ROAD Sealed bids will be received until 2:30 p.m. , Wed. May 99, 19as at the City Clerk 's office and will be opened and publicly read in the 4th floor conference room, Renton Municipal Building, 200 Mill Ave. South. The work to be performed within 3_ working days from the date of commencement under this contract shall include, but not be limited to: Furnish and Install approximately 1142 lintel feet of 8", 10" and 12" ductile Iron water main, together with all required appurtenances, plug and abandon two 6" water mains, and remove vales and valve chamber , and complete restoration as set forth in the design drawings and specifications The C;ty reserves the right to reject any and/or all bids and to waive any and/or all Informalities. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a deposit of S 35.00 each set plus $ 5.00 to cover postage, If malted. The deposl-t will be refunded upon return of the Plans and Specifications in good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bond in the amrunt o1 five percent (5%) of the total amount of eac,L bid must accompany each bid. The Cityrs Fair Practices and Non-Discrimination Policies shall apply. Maxine E. Motor City Clerk Published: Record Chronicle: May 3 d 10. 19e5 Daily Journal of Commerce: May 8 8 15, 1985 CERTIFICATION BY PROPOSED CONTRACTOR, SURCONTRACTLR AND SUP?LIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY Name o rime ontractor Project Name INSTRUCTIONS This certifioation is required pursuant to £eeeral Executive Order 11�46. The implementing rules and regulations provide that any bidder or prospective contractor, or any f their proposed subcontractors and suppliers, shall state as an initial part of ills bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause: and, if so, whether it has filed all compliance reports dut under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a "Fair Practices Policy," as implemented by in "Affirmative Action Program" therein amendinq the policy of the City of Re: con to promote and afford equal treatment and service to all citizens and to assure equal employment opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity, national origin; sex; the presence of a non-job-related physical, sensory or mental handicap; age or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight employees or contracts of lass than $10,000 business per annum with the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precentage of minority employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate against any person in hirir•q, promoting, discharging, compen- sating or any other term or condition of employment, by reason of such person's status, reference the (ill categories listed in para. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full compliance with such policy and program in all respects- it being strictly understood and agreed that failure to comply with any of the terms of said provisions %hall be and constitute a material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received a true and complete copy of the Cit) 's "Fair Practices Policy." Contract Identification Number CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER NAME: ADDRESS: REPRE SENTAT i'JES: TITLE: PHONE: 1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause: ,Yes _No 2. Compliance reports were required to be f led in connection with such contract or subcontract: _Yes —No 3. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instructions; Yes No a. If answer to item 3 is "No", please explain in detail on reverse side of this certification. CERTIFICATION: The information above is true and complete to the best of my knowledge and belief. Name and Title of Signer (please type or print Signature Date Reviewed by City Authority: Date: R&I . 1131 'E3 CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder _, proposed subcontractor hereby certifies that he has has not participated in a previous contract or subcontract subject to .ne equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has has not , filed with tt-: Joint Reporting Committee the Director the Office oFederal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requi ements. (Company) By: (Title) Date: Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1 .5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1 .7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period qr such other period specified by the Federal Highways Administration or by the Director. Office of Federal Contract Compliance, U.S. Department of Labor. Rev. 4/83 PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10.000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term "minority business" means a business at least fifty-one percent of which is owned by minority group members. Minority group members include, but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of estab.ishing minority status in accordance with criteria cited above. To be eligible for award of th.Is contract, the bidder must execute and submit, as a part of the bid, the following certification which will be deemcd a part of thr resulting contract. A bidder's failure to submit this certification or submissi of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERT. 7 CATION Certifies that: Name of Bidder (a) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WMBE 1. ❑ ❑ (Name of Firm, Bid Item, Results of Contacts) 2. — ❑ O 3. ❑ ❑ 4. ❑ ❑ 5. ❑ ❑ M-./Ms. has been designated as the liaison officer for the administration of the minority business enterprise program for this firm. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: "Average annual employment level is lest than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: Title OR b) It is hereby certified that an approved Affirmative Action. Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date BY: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Sid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and females by job classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company Date BY: Title Rev. 9/9/75 BID BDND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of S which amount is not less than five percent of the total bid. Sign Here BID BOND Know All Men By These Presents: That we, as Principal , and as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jcintly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful perfcrmance thereof, with Surety or Sureties pproved by the Obligee; or if the Principal shall , incase of failure to do so, pay and forfeit to the Obligee the penal amourt of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 1g Principal Surety 19 Received return of deposit in the sum of $ PROPOSAL TO TH; CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undErsigned hereby certif that __ has examined the site of the proposed ;pork anc ha read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the ntthod by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, o^ as much thereof a! can be completed with the mosey available, in accordance with the said plans. specifications and contract and the following schedule of rates and prices : (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Signature Address Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at REN70:1 AIRPORT SCHEDULE OF PRICES SOUTHEAST PERIMETER ROAD W-804 (Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures &-id where conflict occurs the written or typed words shall prevail.) ITEM APPROX` ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (unit Prices to be Written in words) DOLLARS CTS. DOLLARS CTS. 1 . 602 L.F. 12" Ductile Iron Pipe Class 52 Tyton Joint Per L.F. Words) (Figures) 2. 25 L.F. 10" Ductile Iron Pipe Class 52 Tyton Joint $ ----- - Per L.F. 3. 515 L.F. 8" Ductile Iron Pipe Class 52 Tyton Joint $ Per L.F. ---- — --- — -- -- 4. 3 EACH 8" Gate Valve Assembly w/Cast Iron Valve Box $ Per Each 5. 1 EACH 10"Gate Valve Assembly w/Cast Iron Valve Box Per Each 6. 1 EACH 12" Gate Valve Assembly w/Concrete Vault Per Each 7. 2 EACH Corey Type Fire Hydrant Assembly '-- 8. 1 EACH Reset Existing Fire Hydrant & Valve `--`- 9. 6 C.Y. Furnish & Install Cement Concrete for Thrust Blocking $ Per C.Y. --- _-- --- --- - --- 10. L.S. Plug & Abandon 6" Watermains & Remove Concrete Vault -- I s� RENTON AIRPORT SCHEDULE OF PRICES SOUTHEAST PERIMETER ROAD W-804 (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 words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANPITY Unit Prices to be Written in words) DOLLARS CTS. DOLLARS CTS. 11 . 10 C.Y. Bank Run Grave' for Backfill $__ _ Per C.V. Words (Figures 12. 45 TON Asphaltic Concrete Class B for Pavement Patching Pe.' Ton 13. 2 C.Y. Portland Cement Concrete for Pa�iment Patching Per C Y. 14. 20 TON 5/8" Crushed Rock for Pavement Sub Grade Per Ton 15. L.S. Construction Staking 5 --Per L.S. Subtotal 8.10/ Sales Tax TOTAL SCHEDULE OF PRICES W-804 - RENTON AIRPORT Southeast Perimeter Road (Nate: unit prices for all items, all extensions and total amount of Did must be shown. Show unit prices an both words and figures and where aonflic. occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITU UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY urut Pricers to be written in words DOLLARS CTS. DOLLARS CTS. THE ERSICNED BIDDER HEREBY AGREES TO START CONSTRUC ION WORK 0 THIS PROJECT, I' AWARD HIM, NO L. ER THAN TEN (10) DAYS AFTER FINAL FJECUTION AN TO C MPLETE WITftN WOLKING DAYS AITER STARTING CONSTRUCTION. DATED LT THIS DAY OE 198 ACKNO EDGEMENT OF RECEIPT OF ADDENDA: NO. DATE NO DATE NO DATE SIGNED TITLE NAME OF COMPANY ADDRESS CITY/STATE/ZIP TELEPHONE CITY OF RENTON STATE CONTRACTQ S BUSINESi LICENSE V LICENSE i i BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned as principal , and corporation organized and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $ for the payment of which sum on demand we Lind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at Washington, this day of_ 19 Nevertheless, the conditions of the above obligation are such that: __ WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for which contract is referred to herein and is made a part hereof as though attached hereto) , and WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW. THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and Supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal , or any subcontractor it the per- formance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in said con- tract or from defects appearing or developing in the material or workmansh!p provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. Revised: 8/16/83 lof7 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this +_ day of 19_, by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and hereinafter referred to as "CONTRACTOR. " W I T N E S S E T H: 1 ) The Contractor shall within the time stipulated, (to-wit: within working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, %rd shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. for improvement by construction and installation of. All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable cedes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished 2 of 7 Contracts Other Than Federal-Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. 1 2) The aforesaid Contract, entered into by tha acce)tsr.ce of the Contractor's bid and signing of this agreenent, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps & Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i ) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for t,,e benefit of his creditors, or if a receiver shall be appointed or account of the Contractor's insolvency, or if he or any of his Rev. 4183 Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arr>naemrnt for the correction thereof be made, this Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every respect. in the event of any such termination, the City shall immediate! serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and no* in limitation of any other rights or remedies available to the City. Contracts Other That, Federal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, I omission or activity upon, on or about the premises worked upon or in any way relating 'o this Contract. This hold harmless and indemnification lrovision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. i In the event the City shall , without fault on its part, be made a party I to any litigation commented by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. b) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such 1 5of 7 Contracts Other Than Federal-Aid FHWA notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, certified or registered mail . 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of r , as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. N) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1 ) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be 6of7 Contracts Other Than Federal-Aid FNWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, sh0 l submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. i 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all 1 persons and firms performing labor cn the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified r in Paragraph 11 . The surety or sureties on such bond or bonds must be +) duly licensed as a surety in he State of Washington. I 11 ) The total amount of this Contract is the sum of .� which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. Rev. 4/83 Contracts Other Than Federal-Aid FHWA 7 of 7 IN WITNESS WHEREOi, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON Press ent artner wner Mayor ATTEST: Secretary City Clerk d/b/a i m, Name Individual_ Partnership Corporation A Corporation to-fe-7 Incorporation Attenticn: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full na-:e of each partner should be listed followed by d/b/a (doing business as , and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. CONTRACTOR/SUBCONTRACTOR .�Y MONTHLY MANPOWER UTILIZATION REPORT REPORTING PERIOD . .} . Month: Year: To be submitted to the City's Project Goals and Timetables as committed Engineer during the 1st week of following '� in Contractor's Affirmative month while contract is in progress. Prime N r` Action Plan % Contractor is responsible for obtaining and submitting all Subcontractor Reports. or per City's Plan 9.1 % To: (Name and location of compliance Agency Dept.) From: (Name and location of contractor) This report is required by Executive Order 11246, Section 203. Failure to repurt can result in sanctions which include suspension, termination, cancellations or debarment of contract. . . 2. 3. o. % 5. a. mino- Total ratal Work Hours of Employment (See footnote) rity number qumber a. . a c. • . . v of of Clansl HIa- er. Aaian/ 'otil of of minorit et.pby• company-5 Name Trade flea- Tot■ Black ndlan Paelfie :e- total Employ- tea Lions panic Y e Lana .ale w!h eea C A Tr A Tr I A Tr Tr C A TrV AD Tr Ao Tr Ao Tr 7• Ccm a Official-& Tr D rW 16nature an , e Date Signed 16 9• Telephone t•umber (Include Area Code) Rev. 11/77 (*Males G Females, "Minorities 6 Non-minorities) Page of 7/80 (Submittal Requirements G City's Goals/Timetables) — INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) The Employment Utilization Report is to be completed by each subject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory 1 Compliance Agency . . . . . . . . . . City of Renton (administering department) I Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all employees in each classification; the total number of hours worked b', each *minority group in each classification and the total work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftworker - Qualified, Ap - Apprentice, Tr - Trainee). 4. Percent of minority work- hours cf total work-hours . . . . The percentage of total minority work-hours JI worked of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number of Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor' s aggregate work force during reporting period. 6. Total Number of Employees . . . . ,.umber of all employees working in contractor's i aggregate work force during reporting period. !+ * Minority is defined as including Slacks, Hispanics, American Indians and Asian and Pacific Islanders - both men and women. i HWY-R32320-AA PREVAILING MINIMVM HOURLY WAGE RATES FEBRUARY 20, 19B5 UCCUPATIDN2 FLAGGFRS LOCATION1 CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON, WHAiCOM AND YAKIMA COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 S/HP. WAGE RATES OCCUPATION OCCUPATION STATE CODE DFSCRIP71CN RATE 260-0010 FLAGGER 10.78 CITY OF RENTON WATERMAIN INSTALLATION PROJECT W-790 PAGE I HWY—R32320—AA PREVAILING MINIMUM HOURLY VAGE RATES FEBRUARY 20s 1985 OCCUPATIONS LABORERS (SEWER G WATER LINE CONSTRUCTION) LOCATION: CLALLAMt GRAYS HARBOR• ISLAND, JEFFERSON, KING, KITSAP, LEWIS9 MASON* PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHFRN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . PIERCE , SKAGITP SNOHOMISHo THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AHD WELFARE 1.75 S/HR. PENSION 1.55 $/HR . TOTAL HOURLY BENEFITS 3.43 $/HR. TRAINING FUND .13 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 360-0010 GENERAL LABORER 13.80 360-0020 PIPELAYER 14.14 360-0030 TOPMAN 14 .2b CITY Of RFNTON WATFRMA`N INSTALLATION PFOJECT W-790 PAGE 2 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE. RATES FEBRUARY 20, 1985 OCCUPATZON: POWER EGUIPM'SNT OPERATORS (SEWER t WATER CONSTRUCTION) LOCATION: CHELAN, CLALLAM , DOUGLAS (THAT PORTION WHICH LIES WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND• JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF '. STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTtWDED NEST TO THE PACIFIC OCEAN) PIERCE, SKAGIT* SNOHOMISN, THURSTON, WHATCOM AND YAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFAPE 1 .95 $/MR. PENSION 2.00 E/HR. TRAINING FUND .21 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 1 580-0040 BACK FILLER 16.92 580-0030 BACKHOE (780 CASE TYPE AND LARGER WITH 16.92 ATTACHMENTS) 580-0100 SLAM 16.91 5B0-0120 CRANE 1f .92 580-0130 0ITCHING MACHINE 16.92 580-0150 DOZER (ALL CATS TYPE 0-3 AND LARGER) 16,92 580-0160 VRAGLINF 16.92 580-0190 FRONT-END LOADER (2YDS. AND OVER) 16.92 580-0210 MECHANIC 16.92 5PO-0720 MECHANIC WELDER 16,92 5SC-0240 MOTOR GRADER 16.92 580-0310 SCREED 16.92 5RO-0330 SHOVEL (3 YDS. AND UNDER) 16.92 58�-0350 SIDE BOOT (ALL CAT, TYPE D-3 AND LARGER) 16.92 GROUP 2 500-0020 BACKHOE (680 CASE TYPE AND SMALLER WITH 16.425 ATTACHMENTS) 580-0050 BENDING MACHINE 16.425 580-0060 80O4 TRUCK (STATIONARY) 16.425 580-0070 BORING MACHINE 16.425 CITY Of RfN70N WATERMAIN INSIALLA710N PROJECT W-790 PAGE 4 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUAkY 20 , 19P5 OCCUPATION: POWER EQUIPMEN7 CPERATURS (SEWER L WATER CONSTRUCTION) LOCATION: CHELAN, CLALLAr. DOUGLAS ( (HAT PORTION WHICH ( IFS WEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING. KIISAP, KIITITAS, LEWIS , MDSON, PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC OCEAN) PIERCE , SKAGIT . SNOHOMISH, THURSTLIN, WHATCOM AND YAKIMA COUNIIES• WAGE RATES CCUPATION OCCUPATION STATE CODE DESCRIP11ON RATE GROUP 2 580-0090 COMPACTORS 16.425 SSO-0140 D0ZER (ANY TYPE SMALLER THAN CAT 0-3) 16.425 580-0170 DRILLS (LEROI TYPE ) 16.425 580-0180 FRONT-END LOADER (UNDER 2 YO. ) 16.425 580-0200 GIN TRUCK 16.425 580-0230 MECHANICAL GREASER (LARGE GREASE TRUCK ) 16.425 580-0270 PAVING MACHINES 16.425 580-0280 PDT FIREMAN (ENGINE OPERATED ABOVE 3 PBL . ) 16.425 560-0300 ROLLERS 16.625 580-0320 SERVICE PLOW 16.425 580-0340 SIDE BOOM (ANY TYPE SMALLER THAN CAT D-3) 16.425 580-0360 TRACTAIR 16.425 580-0380 WELL POINT SYSTEM 16.425 GROUP 3 580-0010 AIR COMPRESSOR 14.46 580-0080 CHAIN TYPE DITCHER (DITCH WITCH) 14.46 500-0110 CONCRETE SAW 14.46 5HO-0260 OIL-GREASER 14.46 580-0250 OILER 14.46 580-0290 PUMP 14.46 580-0370 WELDING. MACHINE 14.46 CITY OF REN7DN WATERMAIN INSTALLATION PkOJFCT W-790 PAGE 5 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20. 1985 OCCUPATION: POWER EQUIPMENT OPERATORS (SEWER C WATER CONSTRUCTION) LOCATION: CHELAN• CLALLAM. DOUGLAS (THAT PORTION WHICH LIES WEST OF THE 120TH MERIDIAN? , GRAYS HARBOR, ISLAND, JEFFERSON, KINGS KITSAP, KITIITAS, LEWIS. MASON. PACIFIC (NORTH OF A STRAIr•HT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC OCEAN) PIEP.CE. SKAGITP SNOHOMISH, THURSTUNP WHATCOM AND YAKIMA COUNTIES. OTHER 500-9910 STATE: OVERTIME-ALL WORK PERFORMED IN EXCESS OF B HOURS OER DAY CR 40 HOURS PER WEEK AND ALL WORK PERFORMED ON SATURDAYS (EXCEPT MAKE- UP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL WOR?. PERFORMED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. C17Y OF RENT(1N WATERNAIN INSTALLATION PROJECT W-"D PAGE 6 HWY-R32320-AA : REVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20v 1985 OCCUPATION, SURVEYORS LOCATION! CLALLAM, GRAYS HARBOR, ISLAND# JEFFERSON. KING, KITSAP, LEWIS# MASON, PACIFIC, PIERCES SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF 1 .50 S/HR, TOTAL HOURLY BENEFIT - INSTRUMENT 1 .00 WHR. PERSON TOTAL HOURLY BENEFIT - CHAIN PERSON .70 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 720-0010 CHAIN PERSON 6.25 720-0040 INSTRUMENT PERSON (JUNIOR ENGINEER) 11.00 00-0070 PARTY CHIEF (ASSISTANT ENGINEER) 11.50 CITY OF RFMTON WAIFRMAIN IN51ALI.ATIDN PFWECT W-790 PAGE 13 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 1985 OCCUPATION: TEAMSTERS LOCATION! CLALLAM, GRAYS HAP60R, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF THE WA14KIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANI , PIERCE, SKAGIT* SNOHOMISH, THURSTON, WHATCOM, YAKTMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 1207H MERIDIAN: CHELAN AND DOUGLAS COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.89 %/HR. PENSION 1 .75 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 1 730-0690 LEVERMAN AND LOADFRS AT BUNKERS AND 17.06 BATCH PLANTS 730-1200 SWAMPER 17.06 730-1810 WAREHOUSEMAN AND CHECKERS 17.06 GROUP 2 730-1300 TEAM DRIVER 17.11 GROUP 3 730-0110 BULL LIFTS , OR SIMILAR FQUIPMENT USED 1N 17.16 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING 730-0140 BUS OR FMRLUYEEHAUL 17.16 730-0200 OUMPSTERS, ANU SIMILAR t0U1PMENT:TOURND- 17.16 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES , TERRA COBRA * LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID* TWO AND FOUR-WHEELED POWER TRACTOR WIN TRAILER AND SIMILAR It' - tOADFO FOUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN '.EAMSTFR JURISDICTION:DUMP TRUCKS , SIDE , END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THFREOF:UP TO AND INCLUDING S YARDS CITY OF RENTON WATERMAIN INSTALLATION PFOJECT W-790 PAGE 14 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RAFES FEPRUARY 20, 19El5 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, K1711TAS, LFWIS , MASON , PACIFIC (NORTH OF THE WAHKIAKUM CDUNTY NORTHERN eOUNOhRY EXTFYDED DUE WEST TO THE PACIFIC OCFAN) , PIFRCE , SKAGIT , SNOHOMISM, 1HURSTOM, WHATCOM, YAKIMA AND THOSE PAP.TS t7F THE FOLLOWING COUNTIES LYING WEST OF THE 1201H MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE CFSCRIPTION RATE GROUP 3 730-0460 FLAHERTY SPREADER 17.16 730-0610 FUEL TRUCK , GREASE TRUCK , GREASER, BATTERY 17.16 SERVICE MAN AND/OR TIRE SERVICE MAN 730-1100 SCISSORS TRUCK 17.16 730-1350 TRACTOR . SMALL RUEIBER-TIRED (WHEN USED WITHIN 17.16 TEAMSTFR JURISDICTION) 730-175R VACUUM TRUCK 17.16 730-2000 WATER WACON AND TANK TRUCK : LIP TO 1600 17.16 GALLONS 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.16 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT 17. 16 GROUP 4 7?0-0500 FLATBED TRUCK , DUAL REAR AXLE 17.27 GROUP 5 730-0080 BUGGYMCIBILE AND SIMILAR 17.33 730-0670 HYSTFR OPFRA70RS (HAULING BULK LOOSE 17.33 AGGRFGATFS) 730-1190 STRA00lE CARRIER (ROSS, HYSTER AND SIMILAR) 17.33 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS 17.33 TO 3000 GALLONS GROUP 6 730-1500 TRANSIT-MIX, 0 TO AND INCLUDING 4.5 YDS. 17.37 CITY OF RFNTON WATFRMAIN INSTALLATION PROJECT W-790 PAGE 15 HWY-R3232.0-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 1985 OCCUPATION: TFAMSTEVS LOCATIONS CLALLAM, GRAYS HARBOR► ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SkAGITr SNOHOMISH, THURSTON, WHATCO!:, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES, WAGE RATES OCCUPATION OCCUPATION STATE CODE DF.SCRIP710N RATE GROUP 7 730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.38 ROCKERS* TOURNOWAGONr TOURNOTRAILER, CAT DW SERIES , TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTIONSDUMP TRUCKS , SIDE , END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS TO AND INCL, 12 YARDS 730-0410 EXv; .OSIVE TRUCK (FIELD MIX) AND SIMILAR 17.38 EQUIPMENT 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 17938 TONS GROSS 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 17,36 730-1140 SLURRY TRUCK DRIVER 17.38 130-1160 SNO-GO AND SIMILAR EQUIPMENT 17938 730-2210 WINCH TRUCK: DUAL REAR AXLF 17.38 GROUP 8 CITY OF RENTON WAIER14AIN INSTALLATION PROJECT W-790 PAGE 16 HWY-R32320-AA PREVAILING MINIMUM HOUkiY WAGE RATES FEBRUARY 20, 19P5 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON, VING, KITSAP , KIIIITAS, LEWIS, MASUN, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED OUE WEST TO THE PACIFIC CLEAN) , PIERCE , SKAGIT , SNJM3MISH, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION VCCUPATIt1N STATE CODE OESCRIPTIDN RATE GROUP B 730-0227 DUMPSTERS, ANT' SIMILAR EQUIPMENT :IOURNO- 17.44 ROCKERS, IUURNOWAGON, TOURNOTRAILFR , CAT OW SERIES , TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID , TWO AND FOUR-WHEELED POWER 7RACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THERFOF :OVFP 12 YARDS TO AND TNCL. 16 YARDS GROUP 9 130-0100 BULK CFMENT TANKER 17.49 730-0230 DUMPSTERS, AND SIMILAR EQUIPMFNI:TOURNO- 17.49 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES , TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID , TWO AND FOUR-WHEELED POWER 7RACTOR WTH TRAILER ANO SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WUkK IN TEAMSTER JURISOICITON:OUMP TRUCKS , SIDE , END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THERFE)F:OVER 16 YARDS TO AND INCL. 20 YARDS 730-2015 WATER WAGON AND TANK TRUCK.: OVER 3000 GALLUNS 17.49 GROUP 10 CITY OF RFNTON WATERMAIN INSTALLA71ON PROJECT W-790 PAGE 17 "WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY ?0, 1905 OCCUPATION: .iAMS7ERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON* KING, KITSAP, KIITITAS, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUY, COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT, SNOHOMISH, IMUR.SION, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP IO 730-0120 BULL LIFTS , OR SIMILARY EQUIPMENT USED IN 17.51 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES=OTHER THAN WAREHOUSING GROUP II 730-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.54 CONSTR . tOVFR 14 YOS. TO AND INCL. 6 YOS.I GROUP 12 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.64 EQUIPMENT WHEN A-FRAME OF HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE GROUP 13 730-0740 DUMPSTFRS, ANC SIMILAR EQUIPMENT:TOURNO- 17.66 ROCKERS, IOURNOWAGON, TOURNOTRAILER, CAT DW SERIES , TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID , TWO AND FOUR-WHEELED POWER TRACTOR WIN TRAILER AND SIMILAR TOP- LCADEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK 114 TEAMSTER JURISDICTION:OUMP TRUCKS, SIDE , END AND 807TCM DUMP, INCLUDING SEMI-TPUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS 10 AND INCL. 30 YAROS 730-O T20 LOWRED AND HEAVY DUTY TRAILER: OVER 5C TONS 17.66 GROSS IV AND INCLUDING 100 TONS GROSS CITY OF RFNTON WAIERMAIN INSTALLATION PkUJECT W-790 i AGE IN HwY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 1965 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HAPPOR, ISLAND. JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTFNDED CUE NEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH* THURSTON* WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING CMINTIES LYING WEST OF THE 120TH MERIDIAN: CNELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE OFSCRIPT ION RATE GROUP 14 730-I520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.70 CONSTR.:OVER 6 YDS. TO AND INCL. 8 YOS. GROUP 15 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOUP,NO- 17.82 RVCKFRS, TOURNOWAGON, TOURNDTRAILFR, CAT ON SERIES , TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR NTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YDS. TO AND INCL, 40 YDS. 730-0730 LOWSED AND HEAVY DUTY TRAILER: OVER 100 17.82 TONS GROSS GROUP 16 730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.56 CONSTR.:DVER 8 YOS. TO AND INCL, 10 YDS. CITY OF RENTON WATERMAIN INSTALLATION PROJECT W-790 PAGE 19 HWY-R32320-AA PREVAILINf. MINIMUM HOURLY WAGE RATES FEBRUARY 20- 1985 OCCUPATION: TFAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEW159 MASON, PACIFIC (NORTH OF THE NAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT* SNOHOMISM, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE OFSCRIPTTON RATE GROUP 17 130-0260 DUMPSTFRS, AND SIMILAR EQUIPMENI:TDURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES , TERRA COBRA ■ LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TPAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :OVER 40 YARDS TO AND INCL. 55 YARDS GROUP IS 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18,03 CONSTR.:OVER 10 YDS. TO AND INCL. 12 YDS. GROUP 19 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.19 CONSTR. :OVFR 12 YDS, TO AND INCL. 16 YDS. GROUP 20 730-1560 TRANS.i -PIX USED EXCLUSIVELY IN HEAVY 18.35 CONSTR .:OVER 16 YOS, TO AND INCL. 20 YDS. GROUP 21 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.51 CONSTR.IOVER 20 YDS. CITY OF RENTON WAIER14AIN INSTALLATION PROJECT W-790 PAGE 20 HNY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY ?0. 1985 OCCU"ATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR. 1SLANDo JEFFERSON, KING, KITSAP, K17TITAS, LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . PIERCE , SKAGIT9 SNOHOMISH, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLJWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND COUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 22 730-0400 ESCORT DRIVER 17.06 730-1020 PILOT CAP. 17.06 GROUP 23 730-0490 FLATBED TRU.,. * SINGLE REAR AXLE -- 730-1010 PICK-UP TRUCK GROUP 24 730-0010 MECHANIC HELPER 16.91 GROUP 25 730-0800 MECHANIC 17.50 OTHER 730-9735 STATE: FOR OCCUPATION 730-0260 IN GROUP 17 ADD .15 IMP. FOR EACH 10 YARD INCREMENT OVER 55 YARDS 730-9736 STATE: OVER7IMF—ALL WORK PERFORMED IN EXCESS CIF 8 HOURS PER DAY CR 40 HOURS PER WEEK, MON— DAY THROUGH FRIDAY, AND ALL MORK PERFORMED ON SATURDAYS SHALL BE PAID AT ONE AND ONE— HALF TIMES THE REGULAR RATE OF PAY.ALL WORK PER— FORMED ON SUNDAY$ AND HOLIDAYS SHALL BE PAID AT DOUBLF THE REGULAR RATE OF PAY. CITY rF RENTON WATFRHAIN INSTALLATION PsOJECT W-790 PAGE 21 RE UIREMENTS SFOR THE PREVENTION OF ENVIRON74ENTAL POLED ESERVATION O CES In accordance with the provisions of Chapter 62 , Laws of 1973 , H. H. 621 , the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances , and resolutions: Kin Count Ordinance No . 1527 requires Building and Land eve opment ivision an y raulics Division review of grading and filling permits and unclassified use permits in flood hazard areas , Resolution No . 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services . Reivew by Hydraulics Division. King County Ordinance No. RUO , No. 900 No. 1006 and Resolution o , No. o. o. an o. contained in rng County Lode litles a and 10 are provisions for disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. Pu et Sound Air Pollution Control A enc Re ulation I : A Tegu- a n on to con t e emission o air contaminants Tom all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsao Counties) in accordance with the Washington Clean Air Act , R.C.W. 70. 94 . WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 16-02: Requires operators of stationary sources of air contaminants to maintain records of emissions , periodically re- port to the State information concerning these emissions from his operations , and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I . R.C.W. 90 . 48 : Enacted to maintain the highest 7issible standards to ansure the purity of all water of the State consistent with pubic health and public enjoyment thereof, the propagation and protecting of wildlife , birds , game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington . It is unlawful to throw , drain, run or otherwise discharge inter any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters . The law also provides for civil penalties of $5, 000/d8y for each violation. R.C.W. 70 . 95 : Establishes uniform statewide program for handling so i wastes which will prevent land , air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit . WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76. 04. 170: Provides for abatement of additional fire has T ar (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building, roads , campgrounds , and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists . R.C.W. 76. 04. 010: Defines terms relating to the suppression or abatement of est fires or forest fire conditions . R.C.W. 70.94 .660: Provides for issuance of burning permits for a ating or prevention of forest fire hazards , instruction or silvicultural operations . R.C.W. 76. 04. 310: Stipulates that everyone clearing land or 1 clearing rig t of-way shall pile and burn or dispose of by other I satisfactory means , all forest debris cut thereon, as rapidly ascW the clearing or cutt+ng progresses , or at such other times as the t department may specify, and in compliance with the law requiring burning permits . R.C.W. 78. 44 : Laws governing surface mining (including sand, I grave , stone , and earth from borrow pits) which provide fnr fees and permits , plan or operation, reclamation plan , bonding , and inspection of operations . W.A.C. 3a—ma Delineates all requirements for surface mined I an rec amation. W.A.C . 332-24 : Codifies requirements of R.C.W. 76. 04 pertaining to an c earing and burning . U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 , 1902: Author- i izes Secretary of Army and Corps of Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act PL92 500 -9 tat . Aut orizes t e ecretary o t e Army, acting through the -Corps of Engineers , to issue permits for the discharge i of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies , shell fish beds and fishery areas and wildlife or recreational areas . MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and ;[arbor Act approved March 3, 1899: ) rove es t at�isc a'Fi` ge of—r`e£use witTiout a permit into navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with the U . S. Attorney and share a por- tion of the fine. - Z- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin Count Resolution No . 25789 requires an unclassified use permit or iIling, quarrying including borrow pits and ,ssoci- ated activities such as asphalt plants , rock crushers) aad refuse disposal sites and provides for land reclamation subse- quent to these activities . A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Mana ement Act 1971 requires a permit for construction on tate s ore Ines . Permit acquired by Public Works and reviewed by Building and Land Development Division. King_ County Ordinance No. 1488 requires permit for grading , land �i _s7 , grave1 pits, dumping , quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GMJE Cha to 112 , Laws of 1949: Requires hydraulics permit on certain projects. King County Department of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY 1 W. %.C. 173-220: Requires a National Pollutant Discharge Elimination System NPD Sj permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24 : Permit to discharge commercial or industrial waste waters into State surface or ground water (such as gravel washing , pit operations , or any operation which results in a discharge which contains turbidity. ) W.A.C. 508-12-100: Requires permit to use surface water. W.A.C. SOP-12- 190: Requires that changes to permits for water use e reviewed b tie Department of Ecology whenever it is desired to change the purpose of use , the place of use , the point of withdrawal an•i/or the diversion of water. W.A.C. 508-12-220: Requires permit to use ground water. W.A.C. 508-12- 260: Requires permit to construct reservoir for water storage. W.A.C. 508- 12- 280 : Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc . ) . -3- i I PERMMITS REQUIRED FOR THE PROJECT - Continued — l WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76 , 04 . 150: Requires burning permit for all fires except for small out oor fires for recreational purposes or yard debris disposal . Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04 . 150, 76. 04 . 170, 76. 04. 180, and 70. 94 due to exteme fire weather or to r prevent restriction of visibility and excessive air pollution . R.C.11. 76. 08. 030: Cutting permit required before cutting merchant- able tim e'er r. R. C.W. 76. 08 . 275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78. 44. 080: Requires permit for any surface mining opera- tion inc u ing sand, gravel , stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of M1tarch 3 1899 : Requires permiC�or cconstruction of er t an ri ges , see U. S. Coast Guard administered permits) on navigable waters (King County , Department of Public Works will obtain) . FIRE PROTECTION DISTRICT 1 R.C.W. 52 . 28 . 010, 52 . 26 . 020, �2 . 28 . 030, 52 . 28 . 040, 52 . 28. 050: rove es aut ority or, requirements of, and penalties for Tailure to secure a fire permit for building an open fire within a fire protection district. it UNITED STATES COAST GUARD Section 9 of River and Harbor .Act of March 3, 1899 General Brid e Act of-Mac2 an enera ri a Act o as amen e-F Au ust -£wires a permit or construction o ri ge on navigable waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit : Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY ! Section 9.02(d) (2} (iii) of Regulation I : Request for verifica- rion o popu ation3ensity . on tractor should be sure his opera- tions are in compliance with Regulation I , particularly Section 9.02 (outdoor fires) , Section 9 . 04 (particulate matter- -dust) , and Section 9. 15 (preventing particulate matter from becoming airborne) . I 4 J PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40, Chapter IS, art 61 : Requires that the Environmental Protection gency a noP te ie 5 days prior to the demolition of any structu-e containing asbestos material (excluding residential structures having fewer than 5 dwelling units) . The above requirements will be applicable only where called for on the various road projects . Copies of these permits , ordinances , laws , and resolutions are available for inspection at the Office of the Director of Public Works , 900 King County Administration Building , Seattle, Washington, 98104 . It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. _5_ SPECIAL PROVISIONS CITY OF RENTON APWA STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION, SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTUN AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL AND TEC�;NICAL PROVISIONS HEREIN. A COPY OF THESE STANDARDS SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTUN 98055, WHERE THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY. WHEREVER REFERENCE I5 MADE IN THE STANDARD SPECIFICATIONS 10 THE OWNER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH RF' _'.:NCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DUL' AUTHORIZED REPREGENTATIVE. NOTE: THE SPECIAL AND TECHNICAL PROVISION' HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARIICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DDCW;GNTS. SPECIAL AND TECHNICAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN AD01110N 70, OR IN LIEU OF, DIVISION I, 11, 1II AND IV OF THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION," TI4E SPECIFICATIONS HEREIN ARE 10 REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SEC110NS ARE MARKED, "ADDITIONAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE AN AD01110N TO THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION," THE SPECIFICATIONS HEREIN ARE TC BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. Revised 3/84 SPECIAL PROVISIONS INDEX SECTION. PAGE SECTION 1 SP i SPECIAL PROVISIONS SP 1 STANDARD SPECIFICATIONS SP 1 ACT OF GOD SP 2 SHOP DRAWINGS SP 2 -� OR EQUAL SP 2 APPROVAL SP 2 SECTION 2 SP 2 PUBLIC OPENINGS OF BIOS SP 2 SECTION 3 SP 2 CONSIDERATION OF BIDS SP 2 SECTION 4 SP 2 PROCEDURE AND PROTEST BY THE CONTRACTOR SP 2 USE OF MATERIALS FOUND ON THE PROJECT SP 3 WASTE SITES SP 4 HOURS OF WORK SP 4 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 4 SECTION 5 SP 4 SUBMITTALS SP 4 CONSTRUCTION STAKING SP 5 FINAL ACCEPTANCE SP 6 METHOD OF SERVICE OF NOTICE SP 6 ERRORS AND OMISSIONS SP 6 SECTION 7 SP 6 SANITATION SP 6 LOAD LIMITS SP 6 EMPLOYMENT OF STATE RESIDENTS SP 7 WAGES SP 7 SUBCONTRACTING SF 9 RECORDS AND REPORTS S: 9 CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10 RESPONSIBILITY FOR DAMAGE SP 11 PROTECTION AND RESTORATION OF PROPERTY SP 11 RESTORATION OF STRUCTURES AND SURFACES SP 11 ' UTILITIES AND SIMILAR FACILITIES SP 13 i 1 Revised 3/84 i PUBLIC LIABILITY AND PROPERTY DAMAGE SP 13 GENERAL SAFETY REQUIREMENTS SP 13 FLAGMEN, BARRICADES, AND SIGNS SP 14 DUST CONTROL. SP 15 RIGHTS OF WAY SP 15 EMPLOYMENT OPENINGS SP 15 SECTION 8 SP 15 PROGRESS SCHEDULE SP 15 PRE-CONSTRUCTION CONFERENCE SP 16 NOTICE TO PROCEED SP 16 TIME OF COMPLETION SP 16 LIQUIDATED DAMAGES SP 17 OVERTIME WORK BY OWNER EMPLOYEES SP 17 CONTRACTOR'S PLANT AND EQUIPMENT SP 17 ATTENTION TO WORK SP 18 SECTION 9 SP 18 MEASUREMENT OF QUANTITIES SP 18 SCOPE C.7 PAYMENT SP 19 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 19 Revised 3/84 CTION 1 1-1.39A SPECIAL PROVISIONS (ADDITIONAL SECTION) i ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND PROVIDING { FOR THE METHOD OF MEASUREMENT AND PAYMENT FOR WORK PERFORMED ARE DELETED AND VOID. THE MEASUREMENT AND PAYMENT SECTION SET FORTH IN THESE DOCUMENTS SHALL BE THE BASIS FOR PAYMENT OF ALL WDi0( PERFORMED UNDER THIS CONTRACT. 1-1.398 STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: AWWA AMERICAN WATERWORKS ASSOCIA� iON ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS l 1 1-1.50 ACT OF GOD (REPLACEMENT SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOD. 1-1.51 SHOF DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-1.52 OR EQUAL (REPLACEMENT SECTION) WHERE 7HE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR 1HE OWNER ON + RECOMMENDATION OF THE ENGINELR, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. i SP 1 Revised 3/84 i 1 1 1-1.53 APPROVAL R( EPLACQ NT SECTION) THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. SECTION 2: BID PROCEDURES AND CONDITIONS 2-1.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD. SECTION 3 3-1.01 CONSIDERATION OF BIDS (ADDITIONAL SECTION AWARDING OF CONTRACT WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED. SECTION 4 4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THt MEANING AND INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WORKS DIRE--TOR OR HIS REPRESENTATIVE TO DISCOVER ANU CONDEMN OR REJECT TMFROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, "`TALL NOT BE CONSTRULu AS AN ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED. TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE. PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHAL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. SP 2 Revised 3/84 I IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 GAYS, NOTIFY THE ENGINEER AND THE CITY CLERK . I WRITING OF THE ANTICIPATED NATURE AND AMOUNI OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARLIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND FILING A PET :� ION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION: 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTEP; 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF ; 3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FOR1H IN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATL =S OF THE STATE IF WAS:':NGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE . THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S F " ING OF THE PROTEST DH ACTION IS CAPRICIOUS OR WITHOUT REASONr- FUJNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A NON-RESIDENT OF .HE STATE OF WASHINGTON, HF SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS CONTRACT. 4-1.10 USE OF MATERIALS FOUND ON THE PROJECT (REPLACEMENT SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALAVAGED AND DELIVERED TO THE CITY SHOPS. i ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED TO THE CITY SHOPS. j ANY COST INCURRED IN SALVAGING AND DELIVERING 1ICH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. SP 3 Revised 3184 L 4-1.12 WASTE SITES (ADDITIONAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE . ALL WORK INCLUDED IN THIS SECTION SHALL BE CONSIDERED TO BE INCIDENTAL 10 OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE "ADE. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND RELATED EQUIPMENT AS DEEMED NECESSARY BY THE CITY PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PRr14PT RESTORATION OF THE ROUTE IS MANDATORY. 4-1.13 HOURS OF WORK (REPLACEMENT SECTION) THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFET , HEALTH, OR WELFARE. 4-1.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONt FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN GOOD CONDITION AND AT ALL TIMES AVAILABLE TO T12 OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL. BE FURNISHFD BY THE OWNER AT NET COST OF REPRODUCTION. SECTION 5 5-1.03 SUBMITTALS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH ALL DRAWINGS, SPECIFICATIONS, DESCRIFTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCi- DULES, AND MANUFACTURER'S INSTRUCTIONS AS FcQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIPMENT TO BE FURNISHED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATIC': SHOWS 1NY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, Sf A 0ATEMENI IN WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASOfiS THFREF^RE. SP 4 Revised 3/84 M' 1 5-1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY PIE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 50 FEET, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OP. OTHER CONSTRUCTION GUICr FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAI.4TAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS, AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING: 1. PEQUESTS FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DRYS PRIOR TO USE. 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET ANC AT LEAST 3 TIMES DAIIY BY CONVrNIIONAL METHODS. 3. PROPER ANCHORING OF PIPE 1S PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WH?;r- WAITING FOR CONSTRUCTION GUIDES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR r-TAILED DIMENSIONS AND TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM S: MAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS ARE. DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS 1N THE PROPOSAL, AND NO FURTHER COMPENSATION WILL. 6E MADE. UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. I t SP 5 Revised 3/84 5-1 12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. -1 15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED If DELIVERED IN PERSON THE INDIVIDUAL, OR 10 A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL. IF THE OWNER IS A GOVERNMENTAL BODY, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. 5-1.17 ERRORS AND OMISSIONS_ (REPLACEMENT SECTION) IF THE CONTRACTOR, IN TPA COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE CONIHACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PH'.5ICAL CONDITIONS OF THE LOCALITY, HE SHALL IMEDIATELY INFOfv! THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK. SECTION 7 7-1.04 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED INCIr)0TIAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 7-1 07 LOAD LIMITS (REPLACEMENT SECTION) ALI. MOTOR VEHICLES OF THE CONTRACIOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTL VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAI IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. SP 6 Revised 3/84 ANY VIOLATION OF THESE REGULATIONS SHALL BE r,, PDRTED TO THE AFFECTED LAW ENFURCEMENT AGENT. 1 THE CONTRACTOR IS TO FLRHNISH TO THE PUBLIC WORKS DIRECT-1 A LISTING OF ALL HAUL VEHICLES USED ON THIS PROJECT, LISTING THE VEHILLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. T 7-1.Oe EMPLOYMENT OF STATE RESIDENTS (REPLACEMENT SECTION) THE SECTION ON EMPLOYMENT OF STATE RESIDENTS IS DELETED IN ITS ENTIRETY. 7-1.09 WAGES ;REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDME141S AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM PATES OF WAGES AND FRINGE FENEFITS ARE S'iOWN IN THE CONTRACT . WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER WA 63-5110. THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURL" MINIMLMI RATES OF WAGFS SHOWN IN THE CONTRACT . WAGES IN EXCESS OF SUCH HOlH2Lr RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYEER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PA' . L THE CONTRACTOR SHALL POST, IN P LOCATION ACCEPTABLE TO THE CITY AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE," A COPY OF THE PREVAILING WAGE RATES FOR THE PROJFCT UPON WHICH THE ` CONTRACTOR HAS INDICATED THE. APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF ABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U.S. SECRETARY OF LABOR, IF THERE I5 A DIFFERENCE BETV EN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN THE WAGE WHICH IS THE HIGHER OF THE TWO. I SP Revised 3/B4 I l IF THE CONTRACTOR MAKES USE OF APPRENTICES O'' PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE DF,'ARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U.S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTR TOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF T11E APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL E-ATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRRES. ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF WEEKLY STATEMENTS ARE NOT UTILIZED THE CONTRACTOR SHALL FURNISH A CERTIFICATION. PRIOR TO EACH PROGRESS ESTIMATE PAYMENT, CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. If TYE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WPGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E. : 10-0010 YAK.E. TiiE CONTRACTOR'S RECOROj PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FUn THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAPS TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT , THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. SP 8 Revised 3/84 4 �q T BEFORE PAYMENT IS MADE dY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L h I NUMBER 700-29 I WASHINGTON STATE DEPARTMENT OF LABOR AND 'NDUSTRIES). UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L 6 I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MUST RECEIVE FROM THE PRIM CONTRACTOR A COPY OF "RELEASE FOR THE PROTECTION OF PROPERTY 1 OWNERS AND GENERAL CONTRACTOR." (FORM L 6 I NUMBER 206083 THE STATE DEPARTMENT I OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010 ARE RELEASED TO THE 1 CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.00 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL HAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. I IN ADDITION, THE PRIM CONTRACTOR SHAM SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. i 7-1.11I SUBCONTRACTING (ADDITIONAL SECTION) I BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BLI5INESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNT PAID TO MINORITY BUSINESS ENTERPRISE AND;OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 7-1.11J RECORDS AND REPORTS (REPLACEMENT SECTI01 1 THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS ` BEFORE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPRDVED RY THE PUBLIC WORKS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257 2. EACH JULY - STATE HIGHWAY FORM PR-1391 T' WNER WILL FURNISH THESE FORMS 10 THE PRIME CONTRACTOR DURING THE I F,RLuUNSTRUCTION METING. i SP 9 Revised 3/84 AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF THE BID. IF A CONTRACTOR TO WHOM AN AWARD IS ABOUT TO BE MADE, EXCEPT FOR LACK OF AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE, REFUSES OR FAILS TO PROMPTLY EXECUTE AND FURNISH THE REQUIRED CERTIFICATE WITHIN 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS THAT SAME IS LACKING FROM HIS PROPOSAL. THE PROPOSAL GUARANTEE, IN FORM OF BOND, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS 0. THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. 7-1.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) TF.. WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR S� BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CLAUSE, EXCULf iAl CAUSED SOLELY BY THE ACT OF THE OWNER WHILH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT . IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHAD_ IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON Mr::E GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPME:RT AND THE METHOD OF PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. SP 10 Revised 3/84 1 NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM. .1 7-1.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE ONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT . THE CONTRACTOR SHALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. 1 I DUST AND MUD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MADE FOR THIS SECTION. COMPLAINTS OF DUST, MUD, OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING WILL BE REQUIRED. WRITTEN NOTICE OF CORRECTION Of COMPLAINT ITEMS WILL BE CALLED FOR SHOULD REPETITIVE COMPLAINTS BE RECEIVED BY THE CITY. 7-1 16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. I RESTORA_ION OF STP°JCTURES AND SURFACES j A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-Or--WAY, OVER P ATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHI-OF-WAY OR :1RANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE. AND A MINIMUM AW4INT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE H15 WORK SO THAT TRENCHES EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND SHALT. NOT BE OPEN FOR MORE THAN 48 HOURS. SP 11 Revised 3/84 .1 B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REryUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT . C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WRY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR R001S WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT 1T IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE C!_EANEO BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACED AFTER TRENCH IS BACKFILLED 1N THEIR CRIGINAL POSITION. THE CONTRACTOR SHALL NJTIFY THE OWNER. AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-OF-WAY. ALL CONSTRUCTION WORK UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OR FRANCHESE SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL. BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALT_ SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS, AND TRENCHES SHALL NOT BE LEFT OPEN FOR MORE THAN 48 HOURS. DAMAGE TO EXISTING STRUCTURES OUTSIDE PF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUC11ON ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. 1HE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATlSFAC11ON OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 0. STREETS. THE CONTRACTOR WILL ASSUME AIL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. IN THE LVEN1 THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL iMMEDIATELY AVAILABLE TO MANE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM HE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. SP 12 Revised 3i + 7-1.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONA_ SECTION LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES -� ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE I COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF RENTON WAFER, STORM DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL UNDERGROUND UTILITIES ARE NOT A PART OF THE "ONE CALL" SYSTEM AND MUST BE CONTACTED SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS. IF, IN THE PRO_ECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, UNDERORAINS, CONDUIT , UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND 4 SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRU(—ION OPERATION TO THE SAT'SFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH W.. L BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. 7-1.18 PUBLIC LIABILITY AND PROPER Y DAMAGE (REPLACEMENT SECTION THE MINIMUM POLICY LIMITS OF SUr4 INSURANCE SHALL BE AS FOLLOWS: THE AMOUNT OF COVERAGE SHALL BE NOT LESS THIN A SINGLE LIMIT OF $500,000 FOR BODILY INJURY INCLUDING DEATH AND rROPERTY DAMAGE PER OCCURENCE. IN ADDITION, AN UMBRELLA INSURANCE COVERArC uF NOT LESS THAN $5,000,000 SHALL BE PROVIDED, WITH THE OWNER AND `h:"LNEEP THE NAMED INSUREDS. THIS LIMIT SHALL APPLY TO ' COMPREF.LNSIVE GENEP TLITY INSURANCE AND VEHICLE LIABILITY INSURANCE. THE CONTRACTOR Silt THE CITY WITH SATISFACTORY PROOF OF CARRIAGE OF THE INSURANCE REri 771.23A GENERAL SAFETY REQUIREMEATS kAJDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS P' ONG THE CONSTRUCTION AREA, BY MAIL, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL LOrAL POLICE, TRANSIT , AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN , FRONT OF EACH PROPERTY. SP 13 Revised 3/64 W 804 Renton Airport 4X 7-1.23C FLAGMEN, BARRICADES. AND SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SMALL. CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION Or THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FPE'M THE SUPERINTENDENT OF DOCUMENTS, U.S. GOVERNMENT PRINTING OFFICE, WASHINGTOI D.C. 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TU THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE STRIPING OF NO PP5.SING ZONES THAT ARE TO BE OBLITERATED IN EXCESS OF 150 FEET BY PAVING OPEfiAT10NS SHALL BE REPLACED BY "DO NOT PASS" AND "PASS WITH CARE" SIGNS. THE SIGNS SHALL BE LOCATED NOT LESS THAN 2 FEET OUTSIDE THE USABLE SHOULDER NOR LESS THAN 7 FEET ABOVE THE EDGE OF PAVEMENT . UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL PROVIDE POSTS AND eE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION OPERATIONS ARE COMPLETE. WHEN THE PROJECT INCLUDES STRIPING BY THE CONTRACTOR, THE SIGNS AND POSTS SHALL BE RE14CVED BY HIM WHEN THE NO PASSING 2UNES ARE RE-ESTABLISHED BY STRIPING. THE SIGNS SHALL BE REIURNED TO THE CITY AND THE POSTS WILL BECOME THE PROPERTY OF THE CONTRACTOR FOR HIS DISPOSAL. WHEN THE CONTRACTOR IS NOi RESPONSIBLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECOME THE. PROPERTY OF THE CITY AND HILL BE REMOVED BY CITY FORCES WHEN THE NO PASSING ZONES ARE RE ESTABLISHED BY STRIPING. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY 10 PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE . ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. TRAFFIC MOVEMENT SHALL BE HEREIN DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHaL;_ BE MAINTAINED AS NEAR AS POSSIBLE. REASONABLE ACCESS SHALL BE MAINTAINED AT ALL TIMES 10 ADJACENT PROPERTIES OUTSIDE OF THE R1GHI-OF-WAY LINE. ALL ROADS WILL BE OPEN 10 TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND 3:30 TO 5:00 P.M. SO 14 Revised 3/84 NO WORK SHALL BE DONE ON OR ADJACENT THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVISES ARE IN PLACE. THE COST OF FURNISHING AND PLACING ALL CONSTRUCTION AMJD IDENTIFICATION SIGNS SHALL BE INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. 7-1.23E DUST CONTROL (ADDITIDNAL SECTION TH'. CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SMALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE CITY. 7-1 24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CIT': SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE _T CONSTRUCTION OF ALL IMPROVEMENTS LOCA'�0 ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED i TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND ' RIGMI-OF-ACCESS DOCUMENTS. 7-1 28 EMPLOYMENT OPENINGS (REPLACEMENT SECTION) ENTIRE SECTION OF STANDARD SPECIFICATICNS ON EMPLOYMENT OPENINGS IS DELETED. SECTION 8 T 8-1 03 PROGRESS SCHEDULE (REPLACEMENT SECTION) IP4EDIATELY AFTER EXECUTION AND DELIvERY OF THE CONTRACT AND BEFORE THE FIRST PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER 10 THE ENGINEER, AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION O` EACH OF THE i VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEUULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COSTS EMPLOYED IN MAKING UP ANY OF THFSE ' SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TU OR DEDUCTIONS FROM 1 THE CONTRACT . SP 15 Revised :/84 .1 SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULCS IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC , BY WHICH LIME LASS WILL BE MADE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORI ION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS, IT SHALL, UPON REQUEST BE REVISED 8Y THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UN71L AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT . PRE-CONSTRUCTION CONFERENCE (ADDITIONAL SECTION) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTOR, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE 10 BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS T;1AT MAY BE INCURRED. THE TIME, PLACE, AND DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 6-1.04 NOTICE TO PROCEED AND PROSECUTION OF WORK (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF REN10N AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO THE POLICE AND FIRE AUTHORITIES AND THE SCHOOL. DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF-WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT 10 THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 8-1.05 TIME OF COMPLETION ADDITIONAL SECTION) THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALT_ BE COMPLETED WITHIN THE TIME NOTED 1N THE CALL FOR BIDS. SP 16 Revised 3/84 I PROVIDED, HOWEVER, THAT THE CITY COUNCIL SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINGTON, 1? EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT IC SUCH EXTENSION BY THE SURETY ON 'THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL. NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME. FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE { CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. '1 RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOLN'S BIRTHDAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS EVE AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BL A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THURSDAY, WHEN CHRRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PROCEEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. ALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE 1 DEL-TED AND VOID. 8-1.09 LIQUIDATED DAMAGES (ADDITIONAL SECTI0!1 THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE . THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT { FOR OVERHEAD. 8-1.11 OVERTIME WORK BY OWNER EMPLOYEES REPLACEMENT SECTION WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES l INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $SO ) PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL N01IFY THE CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 8-1.12 CONTRACTOR'S PLANT AND EQUIPMENT (REPLACEMENT SECTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, 1 EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHAL (. HAVE THE RIGHT 10 MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK, SP 17 Revised 3/84 THE USE OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMAN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. 8-1.13 ATTENTION TO WOW (REPLACEMENT SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE END THAT 1T SHALL BE PROSECURED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORT(, HE SHALL AT ALL REASONABLE TIMES TO REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. SECTION 9 9-1.01 MEASUREMENT OE QUANTITIES (ADDITTONAL SECTION) ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT MUST BE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY. NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF DELIVERY OF MATERIAL. A. BY TRLu.K PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO N01 SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, AND INSPECTOR'S INITIALS. SCALE CER71FICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE . EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE 51GNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT 15 N01 AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. SP 18 Revised 3/84 B. BY OTHER MEANS 1 METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE _,Y ANY OTHER MEANS W11 L BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE , AWARD OF THE CONTRACT . 9-1.03 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT , OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCICENTAL ITEMS. 9-1.098 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS (ADDITIONAL SECTION) PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT ;;ii,H MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. 11 { i f 1 A 1 1 I SP 19 Revised 3/84 l v - , TECHNICAL "PROVISIONS ,r C l TECHNICAL PROVISIONS INDEX SECTIONS SECTION 5 CONTROL OF WORK 1.05 CONSTRUCTION STAKING 1. 17 AIRPORT OPERATIONS SECTION 12 CLEARING AND GRUBBING 12.3 CLEARING AND GRUBBING 12.3.02 CONSTRUCTION DETAILS 12.3.03 MEASUREMENT AND PAYMENT SECTION 23 CRUSHED, SURFACING, BALLASTING, AND STOCKPILING 23.1 DESCRIPTION 23.2.02 BALLAST 23.3.04 DEPTH OF LAYERS 23.3.15 W..TER 23.5 MEASUREMENT AND PAYMENT SECTION 52 REMOVAL OF EXISTING STREET IMPROVEMENTS 52.2.01 GENERAL 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT 52.3 PAYMENT SECTION 54 PAVEMENT PATCHING 54.1 DESCRIPTION 54.3.02 CEMENT CONCRETE PAVEMENTS 54.3.03 RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE 54.3.04 ASPHALT CONCRETE OTREETS ON GRANULAR BASE 54.3.06 INCIDENTAL WORK 54.4 MEASUREMENT AND PAYMENT SECTION 72 PIPE AND FITTINGS FOR WATER MAINS 72.1 DESCRIPTION 72.3.01 PIPE 72.3.01A DUCTILE IRON PIPE 72.3.02 FITTINGS 72.3.02A DUCTILE IRON PIPE SECTION 73 TRENCH, EXCAVATION, FOUNDATION, BEDDING, AND BACKFILL FOR WATER MAINS 73.2.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.3 EXCAVATION 73.3.01 GENERAL 73.3.06 EXISTING UTILITIES 73.3.07 TRENCH EXCAVATION 73.3.07A ROCK EXCAVATION 73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS 73.3. 10 BEDDING THE PIPE 73.310A RIGID PIPE 73.3.11 BACKFILLING TRENCHES 73.3. 12 COMPACTION 73.4 MEASUREMENT 73.4.03 BANK RUN GRAVEL FOR TRE,,CH BACKFILL 73.5 PAYMENT 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.5.06 CRUSHED ROCK FOP TRENCH BACKFILL SECTION 74 PIPE INSTALLATION FOR WATER MAINS 74. 1 .01 ALIGNMENT 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE 74.2.09 CONNECTIONS 74.2.09A TO EXISTING MAINS 74.2.11 HYDROSTATIC PRESSURE TEST & LEAKAGE TEST 74.2. 12 DISINFECTION OF WATER MAINS 74.2.128 REQUIREMENT OF CHLORINE 74.2. 12P DECHLORINATION 74.2.13 CONCRETE BLOCKING 74.4 PAYMENT 74.4.02 PAYMENT - BLOW OFF ASSEMBLY SECTION 75 VALVES FOR WATER MAINS 75.2.03 GATE VALVES 75.2.06 VALVE BOXES 74.3 INSTALLATION OF VALVES 75.4 PAYMENT SECTION 77 FIRE HYDRANTS 77.2 MATERIALS 77.2.01 MATERIAL FOR HYDRANTS 77.2.02 END CONNECTIONS 77.02.06 SIDEWALK FLANSE CONSTRUCTION 77.3 CONSTRUCTION DETAILS 77.3.01 SETTING HYDRANTS 77.3.02 HYDRANT CONNECTIONS 77.5 PAYMENT SECTION 78 SERVICE CONNECTIONS MI GENERAL 78.3 CONSTRUCTION TP-2 SECTION 5 CONTROL OF WORK 5. 1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE, WATERMAIN ALIGNMENT, LOCATION OF VALVES, TEE S, BENDS AND FITTINGS, PLUS ALL OTHER STAKING NEEDED TO CONSTRUCT THE IMPROVEMENTS. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RESTAKING, NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SURVEYOR SHALL PROVIDE A COPY OF THE FIELD NOTES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE WATER SYSTEM CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF-SET AND CUT TO EACH TEE, VALVE, EEND AND HYDRANT AND ALL OTHER CHANGES IN ALIGNMENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS-CONSTRUCTED RECORDS OF THE PROJECT. THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL C^MPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS :OR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHi.Y PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. 5-1. 17 AIRPORT OPERATIONS(ADDITIONAL SECTION)_ THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFTEY PRECAL'TIONS TO MAINTAIN THE AIRPORT IN OPERATING CONDITION, AND CREATE A MINIMUM OF DI^TRUBANCE ON THE AIRPORT PROPERTY. THE CONTRACTOR WILL NOT BE PERMITTED i ' CROSS THE EXISTING RUNWAY OR TAXIWAY WITH CONSTRUCTION EQUIPMENT, EXCEPT AT THE LOCATIONS AND AT TIMES COORDINATED WITH THE CONTROL TOWER, OTHERWISE CROSSING WILL BE PERMITTED ONLY AT THE SOUTH END OF THE RUNWAY BEHIND THE BLAST SCREEN. AT ALL TIMES DURING WORK OPERATIONS WITHIN 100 FEET OF THE RUNWAY OR TAXIWAY, OR WHEN CROSSING THE RUNWAY THE CONTRACTOR SHALL PROVIDE DIRECT RADIO COMMUNICATIONS WITH THE CONTROL TOWER, EITHER WITH HIS OWN RADIO EQUIPMENT OR BY ARRANGEMENT WITH THE AIRPORT DIRECTOR. ALL EQUIPMENT AND MATERIALS NHEN NOT IN USE OR OPERATING SHALL BE KEPT 300 FEET MINIMUM CLEAR DISTANCE FROM OPERATING RUNWAY AND TAXIWAYS. AT ALL TIMES, EQUIPMENT AND MATERIAL SORAGE, AND MOVEMENT SHALL HAVE PRIOR APPROVAL OF THE AIRPORT DIRECTOR OR HIS AUTHORIZED REPRESENTATIVE. WHEN AIRPORT PROPERTY IS US':D FOR MOVEMENT IN CONNECTION WITH CONSTRUCTION UNDER THIS CONTRACT, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY SPILLAGi OF MATERIALS AND DAMAGE TO SURFACES AS A RESULT OF HIS OPERATIONS. SPILLAGE SHALL BE CLEANED IMMEDIATELY TO PROVIDE SAFE OPERATION OF AIRCRAFT. TP-3 SECTION 12 CLEARING AND GRUBBING_ 12.3.02 CONSTRUCTION DETAILS (ADDITIONAL SECTION) CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE WORK SITE SHALL BE ACCOMPLISHED IN ADVANCE OF EXCAVATION AND MOVE IN WITH EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND DISPUSE OF IT AT A SITE WHICH MEETS STATE AND COUNTY STANDARDS. NO ON-SITE BURNING WILL BE PERMITTED. THE CONTRACTOR SHALL CLEAR AND GRUBB AREAS ONLY AS NECESSARY FOR ACCESS, EXCAVATION, AND STORAGE OF EXCAVATED MATERIAL, AND FOR STRORAGE OF EQUIPMENT AND MATERIALS REQUIRED FOR ACCOMPLISHING THE WORK. THE CONTRACTOR SHALL GRUB AS NECESSARY TO KEEP ORGANIC MATTER OUT OF THE BACKFILL MATERIALS. 12.3.03 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) THE COST OF CLEARING AND GRUBBING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE PROJECT. TP-4 SECTION 23_ CRUSHED SURFACING1_BALLASTINS�AND STOCKPILING 23.1 DESCRIPTION 'ADDITIONAL SECTION) EXISTING SHOULDERS AND GRAVEL SURFACES SHALL BE RESURFACED WITH CRUSHED ROCK SURFACING (518 INCHES MINUS) SO THAT A MINIMUM FINISHED THICKNESS OF 3-INCHES IS ON SHOULDERS. THE FINISHED SURFACE SHALL MATCH THE SLOPE, CR9WN, AND GRADE OF THE EXISTING SURFACE. 23.Z.02 BALLAST (REPLACEMENT SECTION) BALLAST AND MAINTENANCE ROCK WILL NOT BE REQUIRED 23.3.04 DEPTH OF LAYERS (ADDITIONAL SECTION) ALL CRUSHED ROCK MAY BE SPREAD IN ONE LAYER AND SHALL BE ADEQUATELY BLADED AND MIXED TO OBTAIN EVEN DISTRIBUTION OF THE ROCK. ALTERNATE BEADING AND ROLLING SHALL CONTINUE UNTIL THE REQUIRED FINISHED SURFACE AND DENSITY IS OBTAINED, 23.3. 15 WATER (PARTIAL REPLACEMENT SECTION) WATER SHALL BE ADDED DURING THE ROLLING OPERATIONS, AS NECESSARY, TO OBTAIN NECESSARY COMPACTION REQUIREMENTS. 23,5 PAYMENT (REPLACEMENT SECTION) FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (5/8 INCH MINUS) SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE CONTRACT PRICE, PER TON, PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING AND INSTALLLYG CRUSHED ROCK ON SHOULDERS. GRAVEL DRIVEWAYS, ROADWAYS, ETC. CRUSHED ROCK IN ROADWAY RESTORATION AREAS IS INCLUr;D AS PART OF SECTION 54, PAVEMENT PATCHING. TP-5 SECTION 52 REMOVAL OF E115TINS STREET IMPROVEMENTS 32.2.01 GENERAL (ADDITIONAL SECTION) THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL PAVEMENT REMOVAL. REMOVAL OF EXISTING PAVEMENT SHALL COVER ALL TYPES AND THICKNESSES OF PAVEMENT. 5. 12.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTION) CUT PAVEMENT, OR OTHER STREET AND ROAD SURFACES, TO A MINIMUM WIDTH WHICH WILL PERMIT THE PROPER EXCAVATION AND BRACING OF THE TRENCH AND ALLOW FOR PASSAGE OF VEHICULAR AND PEDESTRIAN TRAFFIC. ALL PAVEMENT CUTS SHALL BE SMOOTH STRAIGHT LINES (SAW CUT) , OR TO THE NEAREST CONSTRUCTION JOINT, AND SHALL HAVE CLEAN, VERTICAL FACES. 52.3 PAYMENT (REPLACEMENT SECTION) THE COST OF ALL PAVEMENT REMOVAL SHALL BE CONSIDERED INCIDENTAL +J THE CONTRACT COST. TP-6 SECTION 54 PAVEMENT PATCHING 54.1 DESCRIPTION (REPLACEMENT SECTION) CITY STANDARDS SHALL BE USED WHERE MODIFICATION OF THE APWA STANDARD SPECIFICATIONS ARE APPLICABLE. ROADS, STREETS, DRIVEWAYS, SHOULDERS, AND ALL OTHER SURFACED AREA, REMOVED, BROKEN, CAVED-IN, SETTLED, OR OTHERWISE DAMAGED DUE TO THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THIS CONTRACT, SHALL BE REPAIRED AND RESURFACED TO MATCH THE EXISTING PAVEMENT OR LANDSCAP._D AREAS AS SET FORTH IN THESE SPECIFICATIONS. IMMEDIATELY AFTER THE TRENCH BACKFILLIN6 AND COMPACTING HAS BEEN COMPLETED SPECIFIC AREAS ON THIS PROJECT, WHERE DIRECTED BY THE ENSINEER,SHALL BE TEMPORARILY :^Tr4ED AND SHALL BE MAINTAINED AT ALL TIMES UNTIL FINAL PATCHING. 54.3.02 CEMENT CONCRETE PAVEMENTS(ADDITIONAL SECTION) AFTER THE SUB6RADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTED TO LINE AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED AND STRUCK OFF TO THE GRADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT PROVISIONS OF SECTION 39. THROUGH AND DUMMY JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED, THE SURFACE SHALL BE FINISHED AND BRUSHED WITH A FIBER BRUSH. APPROVED CURING COMPOUND SHALL BE PLACED ON THE FINISHLI CONCRETE IMMEDIATELY AFTER FINISHING. `4.3.03 R:' .D TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE (ADDITIONAL SECTION) THE FINISHED PATCH ON ASPHALTIC CONCRETE PAVEMENTS SHALL PROVIDE A MINIMUM THICKNESS OF 2 INCHES OF ASPHALTIC CONCRETE OVER RIGID PAVEMENT AFTER COMPACTION. THE ASPHALTIC CONCRETE SHALL BE ROLLED AND CROSSROLLED TO OBTAIN THOROUGH COMPACTION. 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE (ADDITIONAL SECTION) ALL BITUMINOUS STREET SURFACES SHALL BE RESTORED WITH CLASS 'B' ASPHALT, INCLUDING LIGHT BITUMINOUS TREATED ROADWAYS. EXISTING PAVEMENT OR PATCHES LOCATED ALONG THE EDGE OF A ROADWAY, WHERE TWO (2) FEET OR LESS OF THE EXISTINF PAVEMENT REMAINS SHALL BE REMOVED AND RESTORED FOR A MINIMUM WIDTH OF FIVE (5) FEET IN THE ROADWAY FROM THE ORIGINAL EDGE OF PAVEMENT, EXISTING ASPHALTIC CONCRETE SURFACES SHALL BE PATCHED KITH ASPHALTIC CONCRETE CLASS *84 OVER 4 INCHER OF CRUSHED ROCK BASE COURSE. TEMPORARY MC COLD PRE-MIXED ASPHALTIC CONCRETE SHALL BE REQUIRED IN ALL PAVEMENT AREAS. TP-7 SECTION 54 (CONT. ) 54.3.06 INCIDENTAL WORK (ADDITIONAL SECTION) THE ENDS AND EDGES OF THE PATCHED AND RESURFACED AREAS SHALL MEET AND MATCH THE EXISTING SURFACE AND GRADE AND SHALL TERMINATE IN NEAT, EVEN LINES PARALLEL TO, AND AT RIGHT ANGLES TO, THE ROADWAY. NO PIECEMEAL PATCHING OR REPAIR WILL BE ALLOWED. DAMAGED, DISTURBED, OR OTHERWISE AFFECTED AREAS SHALL HAVE THE EDGES OF EXISTING PAVEMENT TRIMMED BACK TO PROVIDE CLEAN, SOLID, VERTICAL FACES FREE FROM LOOSE MATERIAL. 54.4 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) ASPHALTIC CONCRETE SURFACE RESTORATION SHALL BE MEASURED AND PAID FOR AT THE CONTRACT PRICE, PER TON OF ASPHALT CONCRETE, AND PER TON OF CRUSHED ROLt,; PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE RESURFACING COMPLETE, INCLUDING SUBGRADE PREPARATION, PREPARATION OF AND CONNECTION TO EXISTING PAVEMENTS, BASE COURSE, TACK COAT, FINISHING, AND ALL NECESSARY INCIDENTAL WORK. FURNISHING AND INSTALLING MC COLD MIX SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE PFOJECT. THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE 5 FEET, EXCEPT AS REQUIRED BY CITY STANDARDS. ANY PATCHING DONE BEYOND THIS LIMIT WILL BE DONE AT THE CONTRACTOR'S EXPENSE. TP-8 SECTION 72 PIPE AND FITTINGS FOR WATER MAINS 72. 1 ALL PIPE SIZES, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN, ARE IN REFERENCE TO "NOMINAL" DIAMETER, UNLESS OTHERWISE INDICATED. ALL PIPE SHALL BE FABRICATED TO FIT THE PLAN SHOWN ON THE DRAWINGS. WHERE RELOCATION OF, OR REPLACEMENT OF. EXISTING PIPING IS NECESSARY DURING CONSTRUCTION, MATERIALS USED :TALL MATCH THE EXISTING, SUBJECT TO THE APPROVAL OF THE CITY. 72.3.01 PIPE 72.3.01A DUCTILE IRON PIPE (PARTIAL REPLACEMENT AND ADDITIONAL SECTION) 4" TO 12" PIPE SHALL BE 1/15" CEMENT LINED. THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21. 11-1980 (AWWA CI11-Sol . PIPE JOINTS SHALL BE PUSH-ON JU1NT, MECHANICAL JOINT, OR AS SHOWN ON THE PLANS. ALL PIPE SHALL BE AWWA THICKNESS CLASS 52. 72.3.02 FITTINGS 72.3.02A DUCTILE IRON PIPE (ADDITIONAL SECTION) JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ANSI SPECIFI:ATIONS A21. 11-1980 (AWWA CI11-80) OR FLANGED JOINT AS PER ANSI A21. 15-1982 (ANNA CIII-80) WITH RUBBER GASKETS. FITTING JOINTS ARE SHOWN ON THE PLANS. TP-9 SECT ION _73.. TRENCH,_ EXCAVATION, FOUNDQTION,_BEDDING_ L BFCKFIII FOR MpTER MAINS i'-.2.04 BANK RUN GRAVEL FOR TRENCH BACKF:' L (ADDITIONAL SECTION) TRENCH BACKFILL FOR THE PIPE SHALL CONSIST OF CRUSHED OR NATURALLY—OCCURRING GRANULAR MATERIAL FROM SOURCES SELECTED BY THE CONTRACTOR. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE CITY. TRENCH BACKFILL SHALL MEET REQUIREMENTS FOR BANK RUN GRAVEL, CLASS "B", IN ACCORDANCE WITH SECTION 26 OF THE STANDARD SFECIFICATIONS. 73.3 EXCAVATION 73.3.01 GENERAL (ADDITIONAL SECTION) THE CITY SHALL HAVE COMPLETE CONTROL OVER THE EXCAVATING, MOVIKQ, PLACING, AND DISTRIBUTION OF ALL MATERIALS AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS BACKFILL. 73.3.06 EXISTING UTILITIES (ADDITIONAL SECTION) THERE ARE VARIOUS PLACES SHOWN ON THE CONSTRUCTION DRAWINGS WHERE THE NEW WATER WILL CROSS OR CONNECT TO EXISTING FACILITIES. ALL ELEVATION AND LOCATION INFORMATION SHOWN IS CALCULATED FROM PRIOR CONSTRUCTION RECORDS WHICH ARE NOT ALWAYS ACCURATE. THEREFORE, ALL CROSSING OR CONNECTION LOCATIONS MUST BE EXCAVATED AND VERIFIED BY THE CONTRACTOR PRIOR TO LAYING OF PIPE IN THE NEAR VICINITY OF THESE CROSSING/CONNECTIONS. 73.3.07 TRENCH EXCAVATION (ADDITIDNAL SECTION) TEMPORAke DRAINS AND DRAINAGE DITCHES SHALL BE INSTALLED TO INTERCEPT OR DIRECT SURFACE WATER, WHICH MAY AFFECT THE PROMOTION OR CONDITION OF THE WORK. THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY, AND DISTRIBUTION OF ALA MATERIALS TO BE EXCAVATED. 73.3.07A ROCK EXCAVATION (ADDITIONAL SECTION) ANY SOLID ROCK EXCAVATION, EXTRA EXCAVATION, UNFORESEEN OBJECTS, OR UNSUITABLE MATERIALS ENCOUNTERED SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY. 73.3. 09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL SECTION) ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF AT A SITE APPROVED BY THE CITY. IN CASE UNSTABLE OR UNSUITABLE EXISTING MATERIAL IS ENCOUNTERED AT THE TRENCH BOTTOM, THE CITY MAY DIRECT THE USE OF SUITABLE FOUNDATION MATERIAL. UNSUITABLE MATERIALS SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY TO GIVE BACKFILL FULL BEARING ON SOLID GROUND. OLD FILLS, WASTES, OR )UNSUITABLE MATERIALS, INCLUDING LAGS, STUMPS, PEAT, OR MV7K, WILL BE EXCAVATED WHEN, IN JUDGEMENT OF THE CITY, THESE MATERIALS WILL IMPAIR THE STABILITY OF THE BACKFILL. TP-10 SECTION 73 (CONT. ) WIT TRENCH CONDITION WILL NOT NECESSARILY BE CONSIDERED AS AN INDICATION OF UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL BE CLASS "A" OR "B' THE TRENCH SHALL BE DE-WATERED AND INSPECTED BY THE CITY TO DETERMINE THE SUITABILITY OF THE TRENCH MATERIAL. 73.3. 10 BEDDING THE PIPE 73.3. I0A RIGID PIPE (ADDITIONAL SECTION) THE BOTTOM OF THE TRENCH MUST BE SHAPED TO UNIFORMLY SUPPORT THE BOTTOM QUADRANT OF THE PIPE THROUGHOUT THE ENTIRE PIPE LENGTH. SELECT NATIVE MATERIAL MAY BE USED FOR BEDDING OF DUCTILE IRON PIPE PROVIDED IT CuNFORMS TO SECTION 73. 2.02A. 73.3. 11 BACKFILLING TRENCHES (ADDITIONAL SECTION) TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH KING COUNTY STANDARDS. EXCAVATED MATERIALS THAT ARE FREE FROM MUD, MUCK, ORGANIC MATTER, BROKEN SITUMINOUE SURFACING, STONES LARGER THAN 6 INCHES IN DIMENSION, AND OTHER DEBRIS SHALL BE USED FOR BACKFILL EXCEPT WHERE OTHERWISE REQUIRED. 73.3. 12 COMPACTION (ADDITIONAL SECTION) INITIAL BACKFILL SHALL BE PLACED AROUND THE PIPE IN LAYERS NOT EXCEEDING B INCHES IN DEPTH, AND EACH LAYER SHALL BE THOROUGHLY COMPACTED BY MECHANICAL 'AMPERS TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR COMPACTION TEST, ASTM Db98, METHOD D. ALL WORK RELATED TO THE TESTING OF THE COMPACTION, INCLUDING PROCTOR TESTS AND COMPACTION TESTS, SHALL BE TAKEN IN THE PIPE TRENCH AREAS. THE LOCATION OF THE TESTS SHALL BE SELECTED BY THE CITY; THE FIRST COMPACTION TEST AT EACH LOCATION SHALL BE PROVIDED BY THE CITY AT NO EXPENSE TO THE CONTRACTOR. SHOULD ONE OR MORE OF THESE TESTS FAIL TO MEET THE SPECIFICATIONS, ADDITIONAL TESTS WILL BE TAKEN AS REQUESTED BY THE CITY AT THE CONTRACTOR'S EXPENSE . INPLACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE WITH ASTM D1556, EXCEPT AS OTHERWISE APPROVED BY THE CITY. TESTING FOR COMPACTION IN THE IMPROVED AREAS SHALL BE IN ACCORDANCE WITH THE TESTING AS STATED IN THE PARAGRAPH ON INITIAL BACKFILL. WHEN WORKING IN EITHER THE CITY OR COUNTY RISHT-OF-NAY, THE APPLICABLE AGENCY'S SPECIFICATIONS FOR COMPACTION SHALL BE FOLLOWED BY THE CONTRACTOR. 73.4.03 MEASUREMENT 73.403 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" SHALL BE BY THE TON, SCALE WEIGHTS. TP-11 SECTION 73 (CUNT. ) 73.5 PAYMENT 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) THE PRICE PER TON SHALL BE FULL COMPENSATION FOR FURNISHING AND PLACING THE MATERIAL AS OUTLINED IN SECTION 26.2.01 OF THE ST4NDARD SPECIFICATIONS. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR COMPACTING, NETTING, DRYING, WATER, PROCESSING OF MATERIALS, OR REMOVAL OF UNSUITABLE SOILS. SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND GRADES WITHOUT PRIOR APPROVAL, HE SHALL REPLACE SUCH EXCAVATION WITH THE NATIVE MATERIAL OR 114PORTED BACKFILL, AS DIRECTED BY THE CITY AND AT THE CONTRACTOR'S EXPENSE. IMPORTED BACKFILL SHALL BE PLACED ONLY IN THOSE PLACES DESIGNATED BY THE CITY. NO PAYMENT WILL BE MADE FOR MATERIALS REPLACED OUTSIDE OF THE VERTICAL PLANSES, 1 FOOT OUTSIDE OF AND PARALLEL TO THE BARREL OF THE PIPE AND NOT THE BELL OR COLLAR. NO PAYMENT SHALL BE MADE FOR MATERIAL WHICH 15 USED FOR PURPOSES OTHER THAN THOSE DESIGNATED. 73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL (SUPPLEMENTAL SECTION) SAME CONDITIONS AS 73.5.04. TP-12 SECTION 74 PIPE INSTALLATION FOR WATER MAINS 74. 1.01 ALIGNMENT (SUPPLEMENTAL SECTION) THE LOCATION OF THE WATER MAINS, VALVES AND FITTINGS, INCLUDING MODIFICATIONS, WILL BE STAKED BY THE CONTRACTOR'S SURVEYOR TO THE LINE AND GRADE SHOWN ON THE PLANS. PIPES SHALL BE LAID TO SPECIFIED GRADE AND ALIGNMENT. REPLACEMENT OF STAKES LOST OR DESTROYED SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 74.2 CONSTRUCTION 74.2. 02 HANDLING OF PIPE 14DDITIONAL SECTION) JOINTING SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. THE OPEN ENDS OF PIPE AND FITTINGS SHALL BE PLUGGED WITH A TEMPORARY WATERTIGHT PLUG WHENEVER WORK IS STOPPED AND/OR WHEN WATER IN THE TRENCH THREATENS TO ENTER THE PIPE. THE INSPECTOR WILL STOP WORK UNLESS AN APPROVED PLUG IS ON SITE AND AVAILABLE. 74.2.09 CONNECTIONS 74.2.09A TO EXISTING MAINS (ADDITIONAL SECTION) CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION BEDDING, AND PACkFILL AND PROVIDE CONCRETE BLOCKING FOR THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS. THE ACTUAL CONNECTION TO THE EXISTING MAINS, AND THE OPPERATION OF LIVE WATER VALVES SHALL BE DONE ONLY BY CITY OF RENTON WATER DEPARTMENT PERSONEL 74.2. 11 HYDROSTATIC PRESSURE AND LEAKAGE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EOIIAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE. 1N NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOP. PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AN SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOW' D TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT 9UANTIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. TP-13 SECTION 74 (CONT. ) BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS, IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL INSTALL CORPORATION COCKS AT SUCH POINTS SO THPT THE AIR CAN BE EXPELLED AS THE LINE 1S FILLED WITH WATER, AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, IHE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED, THIS MAKEUP WATER SHALL BE STERLIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REG:STERINS ONE GALLON PER REVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. TP-14 SECTION 74 (CUNT. ) +LLOMABLE LEAKAGE PER 1000 F.T. OF PIPELINE+ - BPH Nominal Pipe Diameter - In. Average Test - -- --- Pressure-psi 6 8 10 12 16 20 24 450 0.95 1.27 1.59 1 .91 2.55 3.18 3.82 400 0.90 1.20 1 .50 1 .80 2.40 3.00 3.60 350 0.84 1 .12 1.40 1 .69 2.25 2.81 3.37 275 o.75 1.00 1 .24 1 .49 1.99 2.49 2.99 25v 0. 71 0.95 1 .19 1 .42 1 .90 2.37 2.85 225 0.68 0.90 1 .13 1 .35 1 .80 2.25 2.70 200 0.64 0.05 1 .06 1 .28 1. 70 2. 12 2.35 • IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWAB ' LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR T( CIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2. 1 , SHE STANDARD SPECIFICATIONS. GAUGES USED Id THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. ANY VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED PY THE CONTRACTOR ?G THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF ?HE VALVE. SECTIONS TO BE TESTED SHALL NORrALLY BE LIMITED TO 1 ,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1 ,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1 ,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR S,ikLL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TG ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. TP-15 SECTION 74 (CONT. ) DEFECTIVE MATERIALS OR WORKMANSHIP, DISCOVERED AS A RESULT OF HYDROSTATIC FIELD TEST, SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. WHENEVER IT IS NECESSARY TO REPLACE DEFECTIVE MATERIAL OR CORRECT THE WORKMANSHIP, THE HYDROSTATIC TEST SHALL BE RE—RUN AT THE CONTRACTOR'S EXPENSE UNTIL A SATISFACTORY TEST IS OBTAINED. 74.2. 12 DISINFECTION OF WATER MAINS (PARTIAL REPLACEMENT SECTION) DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO COMPLETION OF THE PROJECT AND SHALL BE IN ACCORDANCE WI H AWWA STANDARD SPECIFICATIONS C601-81 AND SHALL MEET THE ACCEPTANCE OF THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES. DISINFECTION OF THE ENTIRE WATER SYSTEM INSTALLED OR DISTURBED UNDER THIS CONTRACT, INCLUDING PIPE, PIPE FITTINGS, VALVES, AND APPURTENANCES, IS REQU iED TO CONFORM WITH THE SPECIFICATIONS STATED HEREIN. 74.2.12E REQUIREMENT OF CHLO"INE (REPLACEMENT SECTION) THE INITIAL CimCINTRATION OF CHLORINE IN THE WATER SHALL BE 60 PARTS PER MILLION, AND THIS SOLUTION SHALL BE HELD FOR A PERIOD OF 24 HOURS. 74.2. 12p DECHLORINATION (SUPPLEMENTAL SECTION) DECHLORINATION OF ALL WATER USED FCR DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. 74. 2. 13 CONCRETE BLOCKING (ADDITiONAL SECTION) PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE STANDARD DETAIL FOR GENERAL BLOCKING HEREIN AND THE APWA STANDARD DETAILS FOR VERTICAL BLOCKS. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH 4—MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. SHACKLE RODS, WHERE REQUIRED, SHALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE RODS SHALL BE GA.VANIZED OR COATED WITH TWO CIATS OF ASPHALT VARNISH, 74.4 PAYMENT THE PRICE PER LINEAL FOOT FOR INSTALLING THE DUCTILE IRON PIPE, OF SIZE AND QUANTITY LISTED, SHALL CONSTITUTE FULL COMPENSATION FOR THE W..TER LINE, IN PLACE, COMPLETE, 1NCLUDINGa ALL PAVEMENT REMOVAL, FOUNDATION PREPARATION, PIPE, PIPE LAYING, AND JOINTING) SHEETING, SHORING, AND DE—WATERiNG, CONNECTIONS TO EXISTING PIPING, AND FURNISHING AND INSTALLING ALL FITTINGS, CONCRETE BLOCKING SHALL BE MEASURED AND PAID FOR AT THE UNIT PRICE FER CUBIC YARD. SHACKLE RODS SHALL BE INCIDENTAL TO THE PROJECT. PAYMENT SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING ALL NECESSARY MATERIALS IN PLACE, COMPLETE. TP-16 74.4.02 PAYMENT — BLOW OFF ASSEMBLY (ADDITIONAL SECTION) IT SHOULD BE NOTED THAT THERE ARE THREE TYPES OF BLOW—OFF ASSEMBLIES AND THEY ARE AS FOLLOWSs 1. TEMPORARY BLOW—OFF ASSEMBLIES THAT WILL BE REMOVED WHEN TIE-IN OCCURS. THESE WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. 2. TEMPORARY BLOW—OFF ASSEMBLIES THAT WILL REMAIN, WHICH WILL BE PAID PER EACH. 3. PERMANENT BLOW—OFF ASSEMBLIES THAT WILL REMAIN, SUCH AS THOSE AT THE END OF CUL—DE—SACS, ETC. WHICH WILL BE PAID PER EACH. TP-17 SECTION 75 VALVES FOR WATER MAINS 75.2.03 GATE VALVES (ADDITIONAL SECTIONI VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE IOWA LIST 14, MUELLER COMPANY NO. A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENNEDY, OR M k H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12' IN DIAMETER SHALL INCLUDE AN 8" X 24' CAST IRON GATE VALVE BOX AHD EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER SATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND I" BYPASS INSTALLATION. 75.2.06 VALVE BOXES (PARTIAL REPLACEMENT SECTION) ALL VAJ.VES SHALL HAVE VALVE BOXES AND EXTENSIONS. VA!_VE MARKER POSTS SHALL BE INSIALLED AT THE DISCRETION OF THE CICY IN THOSE UNPAVED AREAS WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. THE VALVE MARKERS SHALL BE FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWING ENTITLED "GENERAL MISLCLLANEOUS DETAILS" WHICH IS INCLUDED IN THIS DOCUMENT. 75.3 INSTALLATION OF VALVES (ADDITIONAL SECTION) ALL VALVES 12" AND LARGER SHALL BE ENCLOSED IN A VAULT WHICH SHALL BE SET PLUMB ON A COMPACTED GRAVEL FOUNDATION. THE VALVE OPERATING NUT SHALL BE OFFSET 3" FROM THE CENTERLINE OF THE VAULT AS SHOWN 1N THE STANDARD DRAWING INCLUDED IN THIS DOCUMENT. 75.4 PAYMENT (REPLACEMENT SECTION) THE BATE VALVE ASSEMBLIES OF THE SIZE LISTED SHALL Br COUNTED AND PAID FOR AT THE APPLICABLE UNIT PRICE, IN PLACE, COMPLETE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR VALVE, VAULT, AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE INSTALLATION . HYDRANT AUXILIARY VALVES WILL BE PAID FOR UNDER FIRE HYDRANT ASSErBLIES. TP-18 SECTION 77 FIRE HYDRANTS 77.2 MATERIALS 77.2.01 MATERIALS FOR HYDRANTS (REPLACEMENT SECTION) MATERIALS COMPRISING THE FIRE HYDRANT ASSEMBLY SHALL CONFORM TO THE WATER STINDARD DETAILS (SEE ATTACHED DETAILS) . FIRE HYDRANTS SHALL BE COREY TYPE fOPENIAG WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7-1/2 THREADS PER INCH AND ONE 4-INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS, O.D. THREAD a.875 AND ROOT DIAMETER 4.6263, 1-1/4 INCH PENTAGON OPERATING NUT BY TURNING COUNTER CLOCKWISE (LEFT) . FIRE HYDRANTS SHALL 8E IOWA, PACIFIC STATES OR APPROVCD EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. 77.2.02 END CONNECTIONS (ADDITIONAL SECTION) HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 77.2.06 SIDEWALK FLANGE CONSTRUCTION (ADDITIONAL SECTION) FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE WITH BREAK-FLANGE CONNECTION AND PROVISIONS SHALL BE MADE FOR DRAINAGE OF BARREL TO PROTECT UNITS FROM FREEZING. 77.3 CONSTRUCTION DETAILS 77.3.01 SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8. 1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIO''S AND GUARD PAINTED WHITE. FIRE HYDRANTS SHALL BE IF SUCH LENGTH AS TO BE a. :TIBLE FOR INSTALLATION WITH CONNECTIONS TO 6" , 8" , AND 10" PIPING IN TRENCHES 3-I/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE 12" AND LARGER PIPE 15 SHOWN UNLESS OTHERWISE NOTED ON THE PLAN. 77.3.02 HYDRANT CONNECTIONS (ADDITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C. I. TEE tMJ X FL) , 6" GATE VALVE (FL X MJ) , 6' C. I. SPOOL (PE X PE) , 5" M.V.O. FIRE HYDRANT (MJ CONNECTION) , 8" X 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE ROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. PAINT CHACKLE RODS AS SPECIFIED IN SECTION 74.2. 13. 77.5 PAYMENT (REPLACEMENT SECTION) FIRE HYDRANT ASSEMBLIES SHALL BE PAID FOR AT THE APPLICABLE UNIT PRICE PER EACH ASSEMBLY, IN PLACE, WHICH SHALL. CONSTITUTE FULL COMPENSATION FOR THE TEE, VALVE, VALVE BOX, NIPPLE, HYDRANT, SHACKLING, BLOCKING, BRACING, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. TP-19 SECTION 78 SERVICE CONNECTIONS (SUPPLEMENTAL SECTION) 78. 1 GENERAL WATER SERVICES SHALL BE PER STANDARD "DETAIL FOR 3i4" WATER SERVICES" AND PER STANDARD DETAIL FOR "SERVICE CONNECTION DETAIL TO EXISTING SERVICE. " 78.3 CONSTRUCTION fSUPPLEMENTAL SECTIONI SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF RENTON BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BE CONNECTED. THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WiLL USE COPPER TU' TNG, TYPE K, SOFT FOR 3/4' SERVICES. TYPE I CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH FLARE TYPE, THREE PART UNION COUPLINGS. TYPE 11 WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB) . TYPE Ill WHERE FUTURE STUB SERVICES SHALL BE INSTALLED, THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER) . A SOLID CORE THREADED SPACED THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. TP-20 STANDARDDRAWINGS CENERAL MISCELLANEOUS DETAIL VALVE OPERATING NUT EXTENSION DETAIL 1JI'DIAL 11MCN ue oeruL r1 I'METAL SIX, LENCTn AS IromNtD. YAI Y( OPl AN'1"t MR EXTENSION ?1 )/a $R SaCY. ❑1l XSIaS AIE 401x NE^WKN NE VAIYf M 15 WORE fWx NREV (11 FEET 1ELa FINISHED GWIX. f>i[A5(Of5 ARt TO PC A NIRIIV I "Al Ill IN' LOAA,My CPtt aTEN5:DN TO T USED PER VALVE. 2 1/4" INSIDE RASMERNT. 2 1w DIRT.. "It A)l[YTEN{1015 ANE ep NI.ACf M STEEL $RED AS RpTt D.Aft PAINTED.;In Till[OATS a anon ELASTIC IAT[D.22211 GENERAL NOTES THAT AS SpErl"It by"Ism"In MlYi Co. OAP AN AIM D EgrL. SHOULD BE ON ALL WATER PLAN SETS SEASONAL NOTES I. ul M,a runars.au a In t"11o•rna.,if tM Inedl,11 a d sallf,te- VALVE MARKER POST uAn. by tM CIt>0f Nent""'I",aanynt and 'beIrt"t"lno.by .be VW SurM^a{.w Satlllun M\. ELEVATIONS 2 All 1«a+onl by w"y"it0w., Avow.re 1"rw,ru"e It Ylnrl a w contralto, s •H"Astol Flty to I", tillvw no torrett IaA'"ad.s to avoid dw.a t•dbarY.w.. D. All vale, in pia Sa M[w.ol 11Ma'I'll. bpn qM<MfNT+ny ld NISI SMt'S A-21-51.1416 of latest MvIIIM, tx1CAM3t CIASS 52. Indent Mortaland.al callw \bell lMldn Id ANSI A-21d.1A.r )at.$, •av11lM. pla"Into to Me mh..C r<Mnl<.I I.lnt. MAIM to M tl...E. A All II(HMa to M cat Von, t.,t 11Mo, CI.SS$SD. Vn1.11 doMg1M Stetlfl""drMVp Cdnfal.l•q to ANSI Spec. 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PR KIN S Yx-1 DII Arl"WTID NIT CKNE)j YYY[ M1IINT SI-11 OAF aINNAT Ni Tx IEID C9A15 a ID. All con."tt"It..110 A and Material. a In orinbea M, t City Of A"l" "IXi NI-IlA :IMT[MYTIpMI YMalay AS All ataa•>.1 1.Ci".M r,"An a a wa'1".Y [M C"tgcto• .N AFCir I[D BY tllE r[5[aAI V[ tAI.T ED. DA M"-alto p•lt• tt Uly Mn1a1u" AN.tl.YED EDaM. 1w PpjT$MLL k SET AT y �" RI WI ARD(ES l0 iN RDADWY(ri M VALVE lI. It1411 M rIfr Io atPpin red MS"aOM p1 tiny[4>of Mdread Allp SMLI N SI'LOCATION IN A SAT[An ao$a. It IY.II In LM C"Vltar'y Ma"lgtllt> IN fat, tbe Lbnty DaMrb"t TLC ALVE SMALLS E REATLY. EKILEC(Tp 21 Mun In.Men<.er aRlrl Iraq a)r<"rtn<tl". TPOSTM VALVE TWO SE ONE'SIETCI'MI AN.NE 1. (ILA YITM tyD 111[M NIgaS Yttx gItt .q 40$ 12. C"lrAttp• to prorla Rlugi.M NNIt^aq 61w-pfI a.RNo11a Ter ttlbnq EYIAORI AS$aCIFRD EI "ESERVATIY[ PAINT .no w"t>AI,.......Delon to IIMi ti.-ln. CD. 011 APPI1pYED EQUAL. tee-var1 Im WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS rIa..rwt LOIIAN rosT. r la1M al.rotctr traan ros. 4-41 LO%, TIMkl TO an lCan. .tb aNltn ro of I.OµL WLa of Meng ran YI"lyp(yn mst"Al1 Y(run / .0. 43-114. ICI)twnOM, SO Ampawo I tMML / I CONSISTS 1 4 A% ,),. i. IxIMIN Aar a LEVEL , Y. v 1/ OMAN`)wµ{ .1 CONCRETE 1,Nab S.It I... \ C"AcTCO )•� N C lAnlf `tVMO POST PLAN ELEVATION FIRE HYDRANT GUARD POSTS UCn SID[ 1'-C •�r iwIIP OI{ Ala AST IST L61ML TO Ip3M r•)IY a fMpn tQNAA PM'r[STARS NI IA- Rn CO- IOaL ). O.YMI. MIT TAWS- E K 'Afe 1 PO Itll[T VIM N TWI 51"MIM ,ALA ID TANI M 1y"IgfE COWI(C O' I IAn OM1 IAA ws "PUMP,mm .m.N[1lla Nowt! TO a ran{D.ITM rK CWTS M'"T. MtalWTln MUT W L)-I I{, IxnYfipM4 NL1M 011 WwVEO TOWN. ENf Mn ro!� CUT VENT'tNNEEDIN 10 rat MIAMI 1 11 MCT anlrslN no n¢! WST 1lN lµn wD.1.MCI,NO �(QDAL n OIC.mlt 10 . T )TAwww o To UCTea.Il. twLY MST S mos "..T. TO r,T twtan KON INE I CWtan BLK.I«0 l ux. 16'.Y.a aa.W cacmt a«. CAST ION TIC. NIT. 6' TLMD! Sla DITL11 ® " 6"WTt rav1, ILIAC' A MCWIICAL Jo4t. d1! Mx lae u1(L •R• SID' =� ••• EQUAL TO NELLP Cc, e2310'16 rw n1.Ixyx )'-0' P CAST IlN All{, Lta3 TQ OI GIST IL{ 1 I ARL SSIK I WSlllr Ilrr PIT, CLASS )). t(a.T 0%. II.QM I+'1 `— WY(L ra31.t KIND TO IT lV0 )q"3TlCl tIl LpoS. LLiT. _J anlw0 N L"asap POP Te ni oMl« IY L JJ FIRE HYDRANT ASSEMBLY J FILL FIRE HYDRANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS JA.u.OT 1190 Btu M IN, w mill[ lq IIM M 114Tw1 V tO Tim Star VI" Imo Mitt too.sm a Mn .wn tyMt To I tvm 0. .•,"as a IOee T"t 1712, V TII( '%••tart taro TNIAi At NQY1N0 en eM►t PLAN 1ItWlO{t IMIS AM IBM,n eE Tu' t1tAI CAE rLM IN LaL.rla (�Oalellla IBM Te ft. le Tpe1MT to. DI HL[ts lOtt tawll / 11a. ftie Vln tittle LID am"Ift plt eimna UIT RIt IV I tmt. two Matt M ~in•w7l, ILAST[.5w?,I IASIet .0 W1SIDt I"RIE OI w"llot.r a"111V. - 1p N1 a1VLS.17. {' INICYItss O[LWV1 t OtTl Itlulw IIIICR M M[tAll aIMS NIlp STM 444 slltl COA SEC"[I , AW[AOa1. 17-.,PION Iw.! w�U twk low.,"[stun IS• J" rMNACTS, CI"a RaTrLt us,µ IA Ist Rtllax.1A 1 CNIVIt 10 Mnn TY 1154. [ttllp To. 12 Nn.Mlx IWk rD.txTa CONCRETE raMlltif. INC. toxCAET1 }. CONTUSE sW.on rw saro.r rI.D INSTALL ItLyM lof IOAA 1p TO IT"AV M vC TIWO CµCACTtC nrt An LOlEnrt .ALL �,<dIr.CTtO IW.yfIM 4YV[L;. ° *CWACTID f01M0A1104 LYVL�:•:� LIµTII L.WI .Tt.101 44 Y01Ma ELEVATION ELEVATION 12" GATE VALVE INSTALLATION WATER STANDARD DETAIL CITY OF RENTON IIOT To SCALE DEPARTMENT OF PUBLIC WORKS MARC. 1900 i CONCRETE BLOCKING SIZING PROCEDURE IN . 'of pntnw rwY1M le ww• bawnut 6wN, tw.. wa A.e NN Yw.N en tM• .i.t n s1 iM\ell. 7M mtha\el ba.n0 awa• n t.LNo IN Jolnt wcn•I.b I••Yew In fiIN I. 'n"i Iwt e1 wn41 Nitn m\! t,W t, M th sia• etrlM trN[Y I. IeeM YY /Ir1.ry IN tY•Wt in egwN.to, \ f•pl. 1 N tM\•h N•ny twa el tM•eil N sYFn in Tw l•1}. DAP Y I. IN snln0 r1wN•r• ;• le•Ye.IfenW a / iMI'd wit wln 1. mlki,el IN 11,rWt It.[w.t M wwtrl.e• In. In.n 1l1 • 22f KNO IN N.H n...IN ..ewe•..rlw J. IN II,1Wl.1w1 N.'4 rwe b owrwWwlT'\UM11a. •� L. 1N Morn• .Nµ,m•MII M/\No Y•W it,11 Nllen 71q.11. C. !Y ! e I •Mt•:N Difwtr el♦'M In It., .-♦ T • IY•Wt In b Lit •t tM MV5110 Itw 1 11 to•IMt Mf11m sew in•ewaaa rl !iMlf}} _ n .artto.1 mode i.Iw, �� •Yuan e1 T•«.f Iti .l. •1MI el <wo•U W.tn m•!MY YpInU IN!Iw OI 1M fryntn �\ I rt Itn •IY.iwr mikil el tM"i all, I. pw MI \\ 0t • MIIY 01 .1".1 IN Tn1W, 8'.. le Mint surfNf In rwt M •IMiY lw.P al IN}hWl IIe4 in Np 46e 1[ND fwl/ID Sift T[[ 4 ti, Ya} aM[ Sl D. wlwnM Carllws If f UND IF 90n BEND I. AII,,at te11.1. IN . TY ♦wwal } . •,m[rv•t ew fln .•.au 11.1 •SIC FIGURE I J. wotl•w N10n1 e1 lY•wl nwL IN) .1J116.1 4 1 1.1wl .f plan e1 T1wt„ 1.1«0-tNl. NOTE FOR CONVEX VERTICAL BENDS BLOCKING, 3 Mtn eI Ca.eryn inns U«• 0!0mn1 e1 Nay.lwll T SEE APWA STANDARD PLAN NO 73 4. Awl•w LINIn el TYrv•t{Iw4 (4) •M1 i MIMI• 11'i TABLE t S. Mo..""off e1 cwtryM (t.. 11.)•Iw;1nI .MNY.'if •0.07111, 1...IT 11 "Ill.! I.IOwa •4V.4•III to SAVO flri II[SSWII nl TSts M• IS' T}-In' I•vv L, tWrLl KI.D tYn J., III l eI IIN.w •!YD 11[YO J•' !M 1.120 I.m 1"" 1% 630 1. ♦ I tawbuw sI tN wYln rowiM Is wwa 4^ IM 3,Im 5.J10 1.110 1.47C IN I.I 11 ii NI.: !m mnft ew.elim e.NMi- In[N aw id N 65 RI o„/ !b wil .watiw to IN fM IMI- {•' Jpp 1,500 1},ODO 6.510 !.lTO 1.10 wN\•MN W I•Ml. F )w ❑,IM N,7b 11,510 5.N0 1.020 275 71.620 30.570 16,540 $.170 4,3)D M•IM twtlm«N•YM (IN 101. I)• HO wl 12•' }50 !}.1J0 41.D00 -is150 1 2 5,}10 Mtap eiMw•.1 11'elw of 1.115 In.•Lela•0.7%fl. 1Y' }50 46.SM {S77o IS.JM 11,0l0 1,H0 Y Ie ipb 1: IN %l im e•n.wf of !M wi,of w.IN+ Elm: 4f.i50 M.000 H,{}0 p,{SO 1.050 lM\bwt w•10' Iw/ 1.21.It0 IMM\. w to TMI.}'. TNI.1 tl+N iM W.N.11m lep Ier MM 50.100 ?took II.SM 11.1{0 10.Ib YI I1Ii,rIft J.DDD IM.l1i, It. SLIM ".10, R1,Oe0 21,520 12,5w M to akin L tlt. 1 In/ItIIN aM p•Itiw N tM.eM•N• for.1wRlq AM 10 MM. . 1JI.1b 61.}W ls.ns II.I" IN\w ifi.11ii of IN MOJwt W fIw a«In el "Ififwt H+,NO f11.1b 10JtM ss.uo :e.}rou«N IYI • 1 Iwt 201 0 .Sb 1 107.150 155.1M 1 N!M 40.710 vi lY}M Ai w.Mlw InlMmt I..of onwol I.IN IMf+ wlq lftleM: Y1w N NmMI. (A). Tom.3j.. .7.1:... rt. TABLE 2 M MIMI w41Yt e1 MMu at., IN)•r.YT•7•T•1'0 ft Lwa o LY.lu 11 W[.e1 L.I.I.TMYet slot, (DtI rN n4 N•.,ny Iwa bri.mtd tMuao,/,fn 0thw IN fenwle0 tpp an I., wt arW ....... •YIhY N 1r1M, In Not Ill) am N ploft.,of I (/) 1 to, .L.'�.IS fOq MfC IPRIYG tWC T . Lry It. 11w4M[«nm sr MMU Up4 N[.) •N I f rNf !ery (IIr 1.000 we },0M •�•�•J.76 rI. swe wa c..n ),000 twe w.c.•wl If•rnM+i In uq 4,oM xLe snag w.0o0 Atwlrw efwwl N C.I.I.•Iwgln .N0H 1 Lw1tn).0.037e4 •114t 1 M• ) a C.MIM N all IW1 er w . Ib tomb WR N NVNMa IIIsi to a. ,i. k M. 1.Ml.e rewalw•e1 If ofoi e1 off,.1 wa IM •(i.0.J.%. \.p110.MIM ryaw•wnl nits ea IM,.1 off,,t to,❑1. In .«.., In1W11 WATER STANDARD DETAIL CITY OF RENTON ill To SCALI DEPARTMENT OF PUBLIC WORKS NO+fmsf� ,YH TIE ROD SELECTION TABLE TANKER 01 TI} [001 I'll YII[Siy[( 1-1 IN Yq/1q Ysl 1 1 V 6 1 10 12 IV 1( }4 J' NO A IIO 1/1 AF NO 1./b 1It 6' )Da LSN SIR I/}' )/f' 1 w Isaac 31t S/f' 1/2'• Ip }SO A,S)c )/A" Sm IV 150 M,200 )1. 1 4 tt5 AS.}50 )/A' SR' 20' IN 62.141, )1, S/f )F IN M.AID )/F. )6' IN IDS.SN S 1)f "It, 1. Sl(t1 10}Il NDi 5W1t II6Y1 w IaI.., ST.."K Of WON ASI M RARE } 14 AM SMIt HAVE YTIONN.LWY11 T IENIS IT.6T 11611 TIE)ARTS Al IM [AD 0e ARE 4/11-10C.I.p YYI. ). STRIRIT.01 V1CIN KRIM USED IN 111 100%ATNNIIYt SNALL R SUTTII IIYI TO TYISYIT }IIl tMCI TO IIN 1IYI A. TI( HODS WALL H WVMIIIIO OR CaO10 AITA t CENTS 91[MIT., COA I IYC II TIRP}TII p0+. (It•11 .1.1.P1 Tnggtis.'. S sTELL SOD COwtIYCS MILLAR t"'OMnpl oA IpMU SAAtt n u1)D To IWNt<T"C'TIt NEEDS IA 0pV It p0 ADDITIONAL 11119Tx. 111 10" STAR SpAV COR-11"OY_ STAR SUR1V CNP0071M OR EMM STLLtA C0R101411P OR ICWL MI CAST ON LUGS TIE BOLT RETAINER CLAMP FIRE HYDRANT AND GATE VALVE TIE ROD ATTACHMENTS WATER STANDARD DETAIL. CITY OF RENTON NO' TO SCALE DEPARTMENT OF PUBLIC WORKS NOY1rsc. IM DECHLORINATION TREATMENT Pro.=& AMOUW OF C►13MCAW REOl1MM Daddwrtlm o eccomPksleO aY the mspnlanawa drtwl merlon of The MIdW demre In Me pvo6 "be nwaNlea 0Y mb0 g enm one ete Ilea aaa cpnolnm~m m Me ppMlro wM a decmorma w epm d"cl f s low m TAW 1 Tt Arnpmt of"cM Al Wwraa will The t'yA"grade d tlAC1+ W-N CnMnKA16 aM14de Am W abrinuYtl Irpn Tad[1 NAIO Cn 6M vd111M d Mkr NIO mf refbW� aa4Aw Me•dIW(nprwMYorOWI deOMM Cplen wm m ae MOM TOCWAGN grea =— dope TABU 1 sow4 w/ Techn gn0ei6 ergo IW O eQa POUM Of Dedl Wlon CM IS paowmo b N Wlby VAn005 SodM iJ11e(N.nseou) Ihelauel Comm Comzmmuma"Emory 1000 GmlN d VAbr TwhN graae-1r10ro b8P Ana 4000 Orums ct„norr end Amase RaraYed pbtnbl PY l c m sWiwn 506um COnowH T1Aowllate SOa�um aeYllerc Imps w OOrl+l Irgrvannprous, ;wluta UMyOrousl In 32 0Is or+ 20 04 0K 022 50 06 0.5 an .0 06 060 0.. 60 l0 075 055 Shwa teaam:A M by wegnt stock sdutron d Me OKnbnrouon memKJl MII C!p6PHM DY a .e gTYY 110 OI aeLnb MW dlar111(yl r!C in looft d wabr WMn peoanng me edumn Ma dynMUl NWq(le aaaea M"VNbr an0 mwea uma"CM ,nt5 co-~v onsoNea APPUCATION: LOCAL SUPPLIERS 4 amh 1 FOr Amal ppeurrs OaC0Unrolgn can Oe eone ea by c tc g Me Van NMe,alb Roogers ~mo wAM.in a conuinmenl AM A ,o q morn cmnn,lws BEM S 212m. .WQ Me wwm0 amount of s Oacnbnrouon CMmbal Vm.eOl~ KW WA TO a 623b151 a 872-SWO (lb of a6Cnbnrotrrq cMmKa1101 story 1001M of"Wl IE CA�Feed AYflad Jonas Cram% Inc Fm Age pONu+es wte�COn ,nm l of Me mlonroW wapr a 1T9 Marro Vew Drove enOraClKal.Me cmunw.t„a maOba a mcOmmenaa0 The flow mb Tscoms WA TN a 5124= to"~n W"".w,l'IF W n a nl memo A 00mum rate of aKnl W,cMr l stuck AdllaOn"II Oe W,Mo Clem t cor a om Me flow TM Eno mm.11 De poDon O so ml"OBC111p mI M3 N E 8oaaley on0 "1 LonCanlretW eauW Caenuow5 MfDUgh t Me Oe Setae WA TN a 525M20 p WO-%2E795 mgwmo 10 uusn Me dronrWao wafer Irom Me pONlre PROCESS FLOW DIAGRAM: Decnbnnalbn alermaAlA w (py leagll0 awe d aKPPty cwft rill Dwd rge to al awrwrd Na" �urtouMrtq WAM MOWER. tyro Vudl) Ana nprmt.loft) WATER STANDARD DETAIL CITY OF PENTON DEPARTMENT OF PUBLIC WORKS MLI.MIY tlw W M nK YIIN)"In 1M O CLOSE ..Mt r'x 1L.a r'wwltt.IW [WWI, rrnM Oon tl rw ato wwltt0 INS 114, Ir LSE PLAN m.IQ1 us+ I.p Y4n .oY, towL to•tcN WA CO.. sirwn e'TO. SWIOY, VIT. KWL••USE�\ SIM&LEYLR TO'IT (� \ r wwln. ie •�n u rw�ro UTALL Ka. stwAv I wYy1111. Ir••In - y n"fPK -1"41E 14n. ELrKO / 9g 10 STEC.t-111'0 Y'SEW.IM I O"w.YiEm Iw 1.11 � rm A W CIA I'm JUN To Elf . . Z. ELM ELEVATION TEMPORARY 2" BLOW-OFF ASSEMBLY MTER STANDARD DETAIL CITY OF REVTON roY TO SCALE DEPARTMENT OF PUBLIC WORKS a►TErw.lt, IMI Kit I M.IAtttw. NI0IIN NM All AIID lot"MUM GLR ASSIMII Wit N "to I.L AT lxi LIGLSI Stit 01 UN. r1 xl[` !' NIY:v( fTGIYp INS 10.L5 of A r WITI.N. itIOV w To Ll i"W11ILD L 1\71 SWIAII[D, rANrN ALDr LOCATI NHx N L11R ft Iln. II[W lOGlt CR\T[ MIG rprYT 4\LOGIIw Mt\l\SflMlr CM { N 1011SCtt[- ■ /T'VIVMII[L IW-Ili TO tli 1[/ IT fLYNTI Kill Ni WT x /Vt I s I I4e. �)/$ ST 'LAST N - NIT1l411M. Eem2 10 I -lIKit, m t0. ROIp'IN t XLR, `IILD MI �wIN sxcn rlerll 1'.2.: Rt— IrL I 9:' NYp IMII L[M1lllx NYD MD TIC x nLt I' " i(M,`, WIN i pµI.IZED IrN hr[ LApIR Do! MIT, 1tNN0[OWL IL lwt R N1-M11T1 GLR CW •IC YL. }L'l I-i""1 NYOS III'-CLOSE Y'Hll %"[1 111Y01 i GlYM:1i[0 Im'In t4 YIT. 1/8 ML[ 10,WIN �• ;MS�f':P1 { •�•Q•�D�ro ? ••}1. %• yT, L S tti NW n S TY tt0sl ■ 2 2 NIvtM NYos U.0 Qe, Y�•,1 e� to- i!�-L p i <Gr0y-1M 9p' NYD. TD ton111. l:wL Te n q Y IJt� L11� 1�' o Itl{uu t0 .-ISoy `-Ctos[ rrLl wsNEe LGRL, ll' "I'll Nu111 rASLtDG IM IS GIVNIiID I[w Pin To FIT Y[sx 10 w —� ` DOUILI 51.str1,If I' }p'NxD nM11 YIIII rs lu Ta •Ir 00 WAIT"WLVI Ill 10Y4 L gltll It I' V%StMLI - Alto N 1452C N[pML 2" AIR 8L VACUUM RELEASE VALVE ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON NOT To SALE DEPARTMENT OF PUBLIC WORKS NAnc^ Ivec ::_Irr I"TALL WIN MN" Mt Ir.}e (M(un KnA eD,NITxf AMrKI carte W n Psrtm LIeE 5/e' 1., D111pe rut, "K. a � ,OWL TO IDG-IM ARTS%SEAL ED. i x0 ± K+Et e0, I �j AN AN •1~6[LM"m MIS.VI+ }O"MI im lift PINES,! OW[TRAIMS( L IS WIN. IL•S IM IL, Il•r iM>" ILYGtD AREAS WLK PRIOR 1M',It ✓ RMl[ rx1IUDS MD Vlxlf st COWL TO JMSS JM[S ca ID Jn ` S}l�T �I WJ10 WittSMLL O SIMI'll N GLLVWI},D I•W rlr( 1 VICE CC" ; tM11M11}ID Ilpll rlr,p"WENW EMw AS KOIIKO�— �� cwmlIM SIGN ISM I. , THROW IyWL TO"LESS x•1001! '� •tISN, K"p USES"INLt L 30 ELSE.. KrKD. It e10111e10 .Lor,ATv OM(x 1W11 KgVE w MD W ILM. SCOWLS INSTALL COVOK •WTIA As 111-1 0 I CAME.INL(SOME"st W TO IYS\4l TKIL S(AVIEE LIN( r tLM. SOUND !0.1NM.SDOvtO CLOT WsAIt O+V(M tL !0" CLOSER. f[SEVED N Lt STIIM lM 11" 1NKAp'Eft",CLAM " ,cW row3uam. I 9 2" WATER SERVICE 1 - III"•IA" EON[el]( K+EA SOr it (SIN VIMS'Ov{0 bGVT�OnWr VIM!/16' STt,L PMOND IUTE EOVir y'Ir f/ IYSLl4 KTIA ION•1 Npluly tQAAL TO r04-711t KTCL St. cc 10 Knll LOV—�_ G CP r I 50 SE P WATERK CWrl yS M %IR COr Ir sL VIESE E[OWL TOO u Mltll[I Cc x ll2p0 {I N•Tlr KTTA STOP NITx LKt NlkG TOP COPPER S,AVI C{ EVVAL TO MILLIS CO. N-IL}SS 1 " I1 [WOMTIpY f}q IPd PSI{ TVLL W / br/ 'Y"Sort OMP(P NBIFL ^L— TO CMIU SCAvIOt [OWL To N0(IJI, 1 Co'MIKE 02 INSI 0.CAST DI K[Tlr INTO gKTll[ IIION 0A UST IPM rVl WriA Kl(A TO L[ fVgl,O tv Tx( CITv 11 lwn IIY4 TO xILI IS TO CO INSTALL,D IN THE INW[ IFftAll CO NVIN4(MPIk TD IPM PIPE (OWL TPI "A' SO"(VP[A NIIN4 TO RCAPP W. M.-ISAICONNE VI+V LI M VI -�-- IPM<M AAVIm P.YFA Stall M110V1 1 CM MO INSTALL COUPON AW.TO 15 z P(WIA,D 10 INSI•ll THE.A A.A I(( LINE ^ ,OM IOW 10:ArSOAV N NVENt MIN TD I 'm Pl4A vL FllftA U51 IM JP WEill[ SIDVICI Ill{T w Tt ARTS,MIx 6 �wVP �- '�e d I" WATER SERVICE ~�LOP NAVICIP RPM I%ST'NG STEEL, Al"ST05 C(Kx1 CONE PVC HAVEN MIN$ INSTALL DOVSI, STMR SERVICE (LW E4NAL To WELLS-So. WATER STANDARD DETAIL CITY OF RENTON WANTS To SCALE DEPARTMENT OF PUBLIC WORKS VOVEMSER 19N f Fifletap RVICE CONNECTION DETAIL TO EXISTING SERVICE ng 3i4' Copper Service and it necessary Adjust Meter & Meter Box to Grade see Corpse stews �r---- ----'- psiv�cEuie \�i t+.aTeeas E.Tr WNN axonsw Wet CUT IZATae sense sat o Qlrr. M L a CONNECT ORPO NAc ftreaa Lae TO MEe CO�rON�T10N tTOr EXISTNG IYN �e WIN TYPE II Retep and Replace 3%4' Galvanized Service with 3%4' COPPer Service and it necessary Adjust Meter & Meter Box to Grade TYPE III Install 3/4' Copper Stub Service Including Meter Box i I NOTE: 1. For TYPE II 8 III Service Information See Standard Detail for 1'1' 81' Water Services p. On Watermains that are Bonded for Cathodic Protection I All Service connections shall have Service Insulators. WATER STANDARD DETAIL CITY OF RENTON MAY 1984 NOT TO SCALE DEPARTMENT OF PUBLIC WORKS / Page 208 Standard Drawings AS/MALT CONCRETE ON 11TVMIOVS , PLANT MIX REPLACEMENT PATCH CVL SMALL BE VERTICAL LMD IN REMOVE LOOSCNAD ASPHALT TRIM VERTICALLY /STRAIGHT LINES AS DIRECTED, EXISTING ASPHALT PAVEMENT FASTING CONCRETE PAVCHEHT C OM1ACTJO CRUSHED MCC, _ TYPE NU. E, WHEN OADUI[0 EXISTING RIGID BASE 6„ �,i BY THE ENGINEFR e COMPACT[0 TRCKCM BACKFILL — 1 A L 7 F A M A T E ' A ' ASPHALT CONCRETE OR BITUMINOUS PLANT MIX PAVERE41 REPLACEMENT /// CUT SMALL aE VERTICAL ►ATCM s THICKNESS of EXISTING / AMD IN CTRAIGMi LIM[f CUT WITH PNEUMATIC PAVEMENT CUTTER c PAV[AENT ►LUf 2" / AS DIRECTEDT[D i . EXISTINGASPHALT EXISTING CONCRETE PAVEMENT YF M[HT PAVEMENT EXISTING RIGID SAS[ 'a WNEXE WIDTH OF PATCH IS /+/ LEE� L SS THAN ' WHERE PATCH IS A' ORS,/ S/O THAN MORE IK WIDTH CRUSHED ROCK CONPACTCO TRENCH 5ACKri LL—� 1 { . D" 6' 17" VARIABLE 12" 6" D" KILIC PAVEMENT WITH ASPHALT CEMENT LOH(R[T[ PAYE N[NT CONCRETE SURFACE. A L 7 1 F. N A T E D ' T V ► I C A L P A T C H f 0 A A 1 G 1 0 P A V f A E N T ASPHALT CONCRETE ON 11TUMINOVS EXISTING ASPHALT CONCRETE PLANT MIX REPLACEMEMY PATCH ):^ NIN SURFACE EXISTING Oil MAT G'( niN a RISTIN9 BASE A" '5/8"MINUS CRUSHED ROCK ~COMPACTED TRENCH BAt KR1u j L I V P I C A L P A T E N F O R i L C X I B L C ► A V E R C N T GENERAL HOT[. 10 NOT SCAT( CONCRETE MIX SMALL It CLASS 6.S(I-UEIM.(.S. OR CLASS S(1-1/E) WHICHEVER IS SPE[ItIEO. PAYMENT CITY OF RENTON "[[RENT CONCRETE CLASS ( 110A PAVEMENT PATCH", ►EN NALI(CONCRETE Povemeni Patching / 'ta MALT CONCAL T[ CLASS '/' IBA PAVEMENT PATCH", 1 Y[R TOM "BITUMINOUS PLANT All FOR PAVEMENT PATCH PER TON Standord Plan No. IS OF R� U >M►� O PUBLIC WORKS DEPARTMENT z ■��� ��"r DESIGN 'UTILITY ENGINEERING 0 235-2637 MUNICIPAL BUILDING 200 MILL AVE.SO. REN TON.WASH.9805 'flo e 0,4grfD SEP11.016 BARBARA Y. SHINPOCH April 26, 1985 MAYOR r- Mr. Tim Smi WSDOT Dis #1 6431 Co Ye. youth Seatt 98108 S Washington State Wage Rates r City of Renton Watermain Installation Project W-804 Q' ar Mr. Smith: Enclosed is a 'dage Rate Request form for future construction Projects. Thank you for your cooperation. Very truly yours .�,atl'! David R. Tibbot Project Engineer •ckd Enclosure APR 2 6 19�5 WAGE RATES REQUEST FORM 108 NO.: FED RATES ❑ YES "X"(NIGHT) ❑ "T"'(DAY) ❑ REVIEWER C S PROI FUNC. CRP. ORC. DATE: SR OPERATOR: TITLE W: 8C4 VG*64b„ tl,snro,.r SC fvxrn,­igrw: tzva , EFF. DATE_ 01 ❑ ADAMLS 17 ❑ DOUGLAS 33,9,KING 49 ❑ PaCIFlC 65 ❑ STEVENS 03 ❑ ASOTIN 19 ❑ FERRY 35 ❑ KfTSAP 51 ❑ PEND ORFILI.F 67 ❑ THURSTON 05 ❑ BENTON 21 ❑ FRANKLW 37 ❑'KITTfTAS 53 ❑ PIERCE 69 ❑ W, HWIAKUM 07 ❑ CHELAN 23 ❑ GARFIELD 39 ❑ KucKITAT 55 ❑ SAN JUAN 71 ❑ WALLA WALLA 09 ❑ CLALLAM 25 ❑ GRANT 41 ❑ LEWIS 57 p SKAGIT 73 ❑ WHATCOM 11 ❑ CLARK 27 ❑ GRAYS HARBOR 43 ❑ LINCOLN 59 ❑ SKAMANA 75 ❑ WHITMAN 13 ❑ COLUMBIA 29 ❑ ISLAND 45 ❑ MASON 61 ❑ SNOHOMIISH 77 ❑ YAKIMA 15 ❑ COWLITZ 31 ❑ JEFFERSON 47 ❑ OKANOGAN 63 ❑ SPOKANE 99 ❑ ALL (Except those marked). 010 ❑ Asbestos Workers 330 ❑ Nonworkers 6,40 ❑ Sign Hangers & Painters 030 ❑ Boilermakers 350 ❑ Laborers & Constr. Mer, ❑ OSO ❑ Bricklayers d Marble Masons 360 Cj Laborers �.' 650 Soft Floor Layers 070 ❑ Carpenters (Sewer 4�14ater Const.) 670 ❑ Sprinkler Fitters-Fire Prevention 370 ❑ Landscape Construction 090 ❑ Cement Masons 390 ❑ lathers 710 ❑ Sun Screen Installers d 100 ❑ Communication Tech. Window/Town 110 ❑ Divers & Tenders 430 ❑ Mason Tenders, Hod 720 ,Q Carriers d Mortarmen 130 ❑ Dredging Workers 450 ❑ Painters 730 .E) Teamsts%� 150 ❑ Drywall Finishers v °90 ❑ Plasterers 770 ❑ Terrazzo Workers b 170 ❑ Electricians i:10 ❑ Plasterer Tenders Tide Setters 190 ❑ Elect.-line Constr 790 ❑ Tile, Marble & Terrazzo i30 ❑ Plumbers & Pipefitters Helpers 230 ❑ Elevator Constructors 570 Power Equip. C1�' 820 ❑ Traffic Control Stripers 2$0 ❑ Fence Frectors b laborers 580 {a Pow r E Op. 830 ❑ N'e(1 pn1)ers and 260 Fy Flaggers j i'� (Sew Water Const.) Irrigation Pump Installers. 270 ❑ G7aziers v 590 1 Refrig & Air Conditioning 999 ❑ All (Except (hose marked). Irechanics 290 ❑ Inland Boatmen 610 ❑ Roofer & Waterproofers 310 ❑ Insulation Applicators r� 630 ❑ Sheetmetal WorkersP V , ��g5 DOT s"ao G u an HWY-R32320.-AA PREVAIL..TNG MINIMUM HOURLY WAGE RATF9 APR'IL- 29. 199t. OCCUPATIONS FLAGCERS LOCA'TION1 CHE:L_AN. CL.ALI..AM, DOUG._AS, GRAYS HARBOR. T.Sf.-hlNTi, JEFFERSON, KING, kIT'SAP, Ftl I f ITAS, LEWIS. MASON, PACIFIC, FIERCE, SKAGIT, SNOHOMISH, THURSTON, WHAICOM AND YAKIMA COUNT[fa. FRINGE: BENEFITS < 3.4.3 $/FIF;, STATE TOTAL. tiOl.IRI_Y DEkG.F� .1.1.:. WAGE. RATES OCCUf'ATIOk OCCUPATION STATE FEDERAL RA'T'F. RATE CODE: DE:SCR:CPI'ION 10.79 260--0010 FL.AGGER CITY OF RENTON RENTON AIRPORT SE PERIMETER ROAD W_.g04 PAGE. :L HWY--R'32320-a1A PRE.VAIL.TNG MINIMUM t4OURLY WAGE RATES APRIL. 29, 1985 OCCUPATION. LABORE:R£, (SEWER 6 WAT'ER LINE CONSTRUCITON) LOCATION! CL.AL.LAM, OKAYS HARBOR, IGL.AND, _JE.FFF..".RSON, KING, KIT'SAP, LEWIS, MASON, PACIFIC (NORTH OF: WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAC,IT, SNOHOMTMI, THURS'TON AND 14HATCOPI COUNTIES. FRTNGi- BENEFITS HEALTH ANT, WELFARE: 1.75 j/HR. STATE PENSION 1 .55 $/HR. STATE TOTAL_ HOURL.Y SENE:FIT5 3.43 $/HR. STATE 3.:31 $/HR. FF._11ERAL. TRAINING FUND . 13 $/HR. ST'A'T'E WAGE".: RATES OCCUPATION OCCUPATION STATE: F'EJE.RAL, CODE DESCRIPTION RATT: RATE: 360--0010 GENERAL. LABCIRER 13.£30 13.E40 360....0020 PIPELAYER 14.29 14.20 360•-0030 TOPMAN 44. 14 14. 14 CITY OF RE:NTON RE:NTON AIRPORT SE:: PERIMETER ROAD W- 804 PAGE HWY-R32320-AA 1--RE:VAIL.ING MINTMUM HOURLY WAGE RATES AF'RTL. 29. i.985 OCCUPATION; POWER EQUIPMENT OPERATORS (SEWER & WATER CONSTRUCTION) LOCAT"IONT CHF_L.AN. CL.ALLAM, D0UGLAS (TWAT PORTION WHICH LIES WEST OF THE: 1201H MERIDIAN) , GRAYS HARBOR. ISLAND, "IEFF'I:"kSONr KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF A STRAIGHT LINE. FROM THE SOUTHERN BOUNDARY OF LEWIS COUNT'( EXTENDED WEST TO THE: PACIFIC OCEAN) PIERCE:, C>fiAGIT. SNOHOMIaH, THURSTON, WHATCOM AND Y,4KIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1 .95 $/HR. STATE PENSION 2.00 $/HR. STATE TOTAL HOURLY BENEr'I"TG 4.01 $/HR, FEDERAL'TRAINING FUND .21 $/HR. STATE: WAGE. RATES OCCUPATIONOCCUPATT.ON STATE FEDERAL CODE DESCRIPTION RATE= RATE GROUP 1 ta80•-0040 BACK FIL.1...ER 16.92 16.92 580-0030 BACKH^r (700 CASE TYPE: AND LARGER WIT14 16.92 16.92 ATTACHMENTS) 580--0100 CLAM 16.92 16.92 580-0120 CRANE 6.92 16.92 1 580-0130 DITCHING MACHINE 16.92 16.92 5d0--0150 D07ER C AL..I_ i:A'i, TYPE. I)-•3 AND LARGER) 16.92 16.92 16.92 16.92 580--0160 DRAGLINE 580-0190 FRONT--END LOADER (2YD8. AND OVER) 16.92 1c,.92 590-0210 MECHANIC 16.92 16.92 580- 0220 MECHANIC WELDER 16.92 16.92 580--0240 MOTOR GRADER 16.92 16.92 580--0310 SCREED 16.92 16.92 580-0330 UHOVE:I_ (3 YDS. AND UNDER) 7.E,.92 16.92 580••-0350 SIDE DOOM (ALL CAT, TYPE D--'3 AND LARGER) 16.92 16.92 GROUP 2 580-0020 BACKHOE (680 EASE 'TYPE AND SMALLER WITH 16.425 16.425 ATTACHMENTS) 580.-•0050 PENDING MACHINE 16.425 16.4255 5 16.425 580--0060 BOOM TRUCK (STATI.ONARY) ib.42 CITY OF RENTON RENTON AIRPORT' SE:: F'ERIMEAF.R ROAD W---004 PAGE. 4 HWY-•R32320--AA PREVAILING MINIMUM HOURLY WAGE: RATES APRI:L_ 29. 1965 OCCUP'ATICINI POWER EQUIPMENT OPERATORS (SEWER & WATER C.'ONSTRUCII(:)N> LOCATION: CHELFN. C'LALL.AM, DOUGL.AS (THAT PORTION WHICH L.I:E.S WEST' OF THE: 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JE:F'FERSON, KING, KITSAP. KIT7"I'FAS, LEWIS, MASON, PACIFIC (NORTH OF' A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY Of7 LEWIS COUNTY EXTENDED WEST To THE. PACIFIC OCEAN) PIERCE, SKAGIT, SNOHOMISH, THCIF:STON, WHAT'(::OM AND YAKIMA COUNTIES. WAGE RATES OCCUPATION OCCUPAT'.If!N STATE FEDERAL CODE TIF..SCR IPT ION RATE RATE: GROUP 2 580-0070 PORPIG MACHINE 1.6.4.'5 16.425 580-0090 COMPACTORS 1.6.425 7.6.425 ©0-01.40 DOZER (ANY TYPE SMALLER THAN CAT Tl.-3) 16.425 16.425 500--0170 DRILLS (LEROI TYPE') 16.425 16.425 580-01.80 FRONT'- END LOADER (UNDER 2 )'D. ) :1.6.42`k..S 16.4:25 580-0200 GIN TRUCK 16.425 16.425 7,00••-0230 MECHANICAL. GREASER (LARG('.: ORE:ASE. TRUCK) 16.425 16.425 580--0;.'70 PAVING MACHINES 16.425 16.42:5 580--0280 PO'T r I:REMAN (ENGINE OF'E:RATE:D ABOVE 3 TaBL. ) 1.6.425 16.425 580-0300 ROLLERS 1.6.425 16.425 580--0320 SERVICE PLOW :1,6.425 16.425 580-0340 SIDE BOOM (ANY TYPE SMALI...ER THAN CAT D--3) 16.425 16.425 580--0360 TRACTAIR 16.425 16.42.5 500--0380 WELL POINT SYSTEM 16.425 1.6.425 GROUP 3 S80--0010 AIR COMPRESSOR 14.46 1.4.46 580-009v CHAIN TYPE DITCHER (T)ITCH WITCH) 14.46 14.46 580--0110 CONCRETE SAW 14.46 14.46 580-0260 OIL.—GREASER 1.4.46 14.46 5GO --02E50 OILER 1.4.46 1.4.46 580-0290 PUMP 14.46 14.44, 580--0370 WELDING MACHINE: 14.46 14.46 CITY OF RENTON RENT'ON AIRPORT SE PERIMETER ROAD W-004 PAGE: HWY—R32320--'AA PREVAII...'ING MINIMUM HT1UR1-.Y WAGE:: RATES APRIL z:7, 19L35 OCCUPATIONT POWER EQUIPME.N'T OPERATORI, (SEWER & WATER CONSTRUCTION) LOCATIONS CHEL.AN- CL-AL_LAM, DOUGL.AS (THAT PORTION WHICH 1_IE:S WElil OF THE I.201H MERIDIAN) , TRAYS HARBOR. ISI...AND, ..IEFF'ERSON, KING, KI'TSAP, KITTITAS, LEWIS* MASON, PACIFIC (NL:IRTH OF A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF:' LEWIS COUNT'( F.XTE.:NDED WEST TO THE PACIFIC OCEAN) PIERCE, SKAGII'. SNOHOMISH. THUERSTON, WHATCOM AND YAKIMA COUNTIES. OTHER SLa0--9910 STATE' OVERTIME::—ALL WORK PERFORMED IN EXCF..:SS OF 8 HOURS OCR DAY OR 40 HOURS PER WEEK AND ALL- WORK PERFORMED ON SATLJRDAYS (EXCEPT MAKE... UP DAYS) AND SUNDAYS SHAL..I.. DE. PAID AT ONE ANIi UNE--HALF TIMES 'THE REGULAR RATE OF PAY. ALL WORK PERFORMED ON HCILIDAYS SHAI.A.. BE PAID AT DOUBLE THE REGULAR RAPE OF PAY. CITY OF RENTON RE:NTUN AIRPORT SE. F'ERIMI. TER ROAD W--804 PAGE HWY--F-:32320 -AA PRCVAIL.ING MINIMUM HOURLY WAGE: RATES APRIL 29, 1985 OCCUPATION: SURVEYORS LOCA'T'XONt CL.AL.LAM, GRAYS HARPOR, ISLAND, K1140t KITSAF , L.E:WIS• MASON, PACIFIC, FIERCE, :.SKAGIT, <;SNUHOMISH. 'T'HURSTON AND WHAT'COM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT PARTY CH.IE..:F 1.50 /HR. STATE TOTAL. HOURLY BENEFIT -- INSTRUMENT 1.00 �!HR• STATE PERSON TOTAL HOURLY BENEFIT - C:HAIN PERSON .70 $/HR, STATE WAGE RATES OCCUPATION OCCUPAT-ION STATE F'FDERAS_ CODE DESCRIPTION RATE RATE. 720-0010 CHAIN PERSON 9.2 720--0040 INSTRUMENT PERSON (JUNIOR ENGINEER) 11 .00 --- 720--0070 PARTY CHIEF (ASSItiYANT EN(.,INEER) 1.1.50 _._. CITY OF REN"TON RENTON AIRPORT SE PERIMETER ROAD W--804 PAGE 1.;3 HWY--R32320--AA PREVAILING MtNIM!.!hi HOURI...Y WAGE RATES APRIL.. 29• 1985 OCCUPATIONL TEAMSTERS LOCATION: CLAL-L..AM, GRAYS HARBOR, 1EA-AND, JEFFE:RSON, I:TNG, KITSAP, KITTI'IAS, LE_'WIS> MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKACTI )" SNOHOMISH, T'HURSTON, WHATCOM. YAKIMA AND TH06F. PARTS OF FOLLOWING COUNTIES L-Y'ING WEST OF THE' 1.20TH MER.T.DIANI CHE:L.AN AND DOUGLAS COUNTIES. FRINGE BENEFITS HE�ALTP AND WELF'ARF: 1 .89 /F•B:. STATE PENSION 1.75 $/HR. STATE TOTAL. HOURLY DUNEF•IT 3.64 $/HR. FEDERAL.. TRPINING FUND .00 FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE: FLDERthi CODE DESCRIPTION RATE RATE GROUP J. 730•-0690 LE:VE:RMAN AND L..OADER8 AT BUNKERS AND t7.06 1'7.06 BATCH PLANTS 730--1200 SWAMF•ER :L7.06 17.06 730--1810 WAREHOUSEMAN ANI? CHECKE.R12 1.7.06 1'?.V6 GROUP 2 730--1300 TEAM DRIVER 17.11 .1 ?.11 GROUP 3 !30--0110 .BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17.16 17.16 LUADI:NG UP UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES.WAREHOUSING 730--0140 BUS OR EMPLOYEEFlAUL. 17. 16 17.16 CITY OF RENTON REN-ON AIRPORT SE PERIMETER RUAD W--804 PAGE 14 HWY-R32320--AA PREVAILING MINIMUM i-101.IRLY WAGE kATE3 Ar,KIL 29. 1985 OCCUPATIONS TEAM11TEkS L.00Al'ION 0 CLALLAM, liRACY . ..SLAND, •!EF-i k.RS:ONr KING, KITSAP, KTl'TITAS, LEWIS, MASON, PACIF1� (NORTH OF 'THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXPENDED DUE WEST TO fHE PACIFIC OCEAN) , FIERCE:, SKAUIT, ?NOHOMISH, T'HURSTON, WHATCOM, YAKAMA AND THOSE PARTS OF 'T'HE: .-OLLOWING COUNTIES LYING WEST OF THE l2ul'H 14FRIDIANi CHEL.AN AND DOUGLAS COUNTIES. WAGE FATES OC;CUPAIION OC;('0PATION STATE: FEDERAL CODE DESCRIPTION RATE RATE GROUP 3 730-0200 DUMPSTERS# AND ti.LM.IL..AR C..QIII-'MEN"TS"TOURNO-' 17.16 1 %.16 ROCF:ERS, TOURNOWAGON, TGURNOT'RAILER, CAT DW SERIES, TERRA CODRA, LETOURNE'AU, WESTINGHOUSE' ATHEY WAGGON, EUCLID* TWL AND F'O(.)R-WHI:IEI...FY.i POWER TRACTOR WTH TRAILER AND SIMILAR TOP-- LOAI'E:D EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WCTRK IN TEAMS'TER JURTS1.ilCTIONSDUMF:' TRUCKS, SIDE, END AND ROT'TOM DUMF=', INCLUDING SEMI-TRIJi;1C5 AND TRAINS OR COMDINA•T ION S THEREQF'UF' TO A;!D INCLUDING S YARDS 730-0460 FL-AHERTY SPREADER 17. 16 1i . 16 730--0610 FUEL. TRUCK, GREASE TRUCK, GREASER, FAl"TERY 17.16 17. 16 SERVICE MAN AND/OR TIRE SERVICE MAN 730-11.00 SCISSORS TRUCK 17.16 17.16 730-1350 TRACTOR, SMALL RUPPER-TIRED (WHEN USED WITHIN 17.16 17.16 TEAMSTER -JURISDICTION) 730-1750 VACUUM TRUCK 17.16 17.16 730-2000 WATER WAGON AND TANK: TRUCK: UP 1'O 1600 17.16 17.16 GALLONS 730-2200 WINCH TRUCKZ SINGLE: REAR AXLE 17. 1.6 IT.16 730--2220 WRECKER, TOW TRUCK AND SIMILAR EUUIPMEN'T 17.16 17. 16 GROUP n 730•-0500 F'LATI+ED TRUCK, DUAL RFAR AXLE 17.27 17.2? GROUP 5 30-0090 DUGGYMOBILE AND SIMILAR 1.7.33 1.'1.113 CITY OF RENTON R-NTON AIRPORT SE F'E:RIMEIE:R ROAD W-G04 PAGE: 1.5 ` [1 a,S HWY-R32330-AA PREVAILING MI' "MUM HOURLY WAGE RATES APRIL 29, 1915 OCCUPATION. 'fEAMSTE:RS LOCATION: CL.AL.LAM. GRAYS HARBOR, ISLAND. JE:FFE.RSON, KING, KITSAP, KIT111"AfS, LEWIS, MASON. PACIFIC (NORTH 01 THE WAHKIAKUM COUNTY NORTHERN SOUNDARa EXTENDED I:IUE WEST TO THE:: PACIFIC OCEAN) , FIERCE. SKAGI'T. SNOHOMISH, THURSTON, WHAT'COM, YAKIMA AND THOSE FARTS OF THE 0LLCJWING CriUNT:(ES LYING WEST OF' THt= 120TH MCRIDIANt CHF:LAN AND DOUGL.AS COUNTIES. WAGE RATES OCCUPATION OCCUPAT'TON STATE FE:DERAt CODE DESCRIPTION RATE RATE GROUT' S 730--0670 HYSTER OPERATCIh'S (HAULING HULK LOOSE 17.33 17,33 AGGREGATES) 730-1190 STRADDLE: CARRIER (ROSS, HYSTEF. ANT., SIMILAR) 17.33 17.33 730--2010 WATER WAGON AND TANK TRUCK. 1600 GA1..J_ONG 17.33 1.7.33 '10 3000 GAL] GROUT' 6 730 1500 TRANSIT-MIX, 0 TO ANT INCLUDING 4.:5 YDS. 17.37 1P.3'7 GROUT' 7 730--0210 DUMP S'TE:RS. AND SIM.T1 AR Ii:(lUIPME:NT."T"QURNO-- 1. 7.39 17.3Es ROCKERS, '1'OURN9WAGO?,', T'OURNOT'RAILER, CAT DW SERIES. TERRA COBRA, L[:TOURNEAI.1, WESTINGHOUSE: ATHE:Y WAGON, EUCLID, TWO AND FIJ(JR--WHEEL.ED POWER "TRACTOR WT'H TRAILER ANT., 3IMILAR TOP -- LOADED EGUIPM.: 41 T"RANSPURTING AATERTAL. AND PERFORMING WORD IN TEAMSTER JUtISDTCTIONtDUMf' TRUCKS, SIDE, END AND T:40TTOM DUMP, INCLLDING SE:MI•-'TRI.ICKS AND 'TRAINS OR COMBINATION:) THEREOF'.UVE::R 5 YARDS TO AND INCL. 12 YARDS 730--0410 EXPLOSIVE TRUCK (F'IELD MIX) AND SIMILAR 17.38 17.38 EQUIPMENT' 730-0710 LOWBED AND HEAVY DUTY TF:A:EL.ER. UNDER SO 17.38 17.39 TONS CROSS 730--09:10 OIL.. DISTRIBUYOR DRIVER (ROAD) 17.38 17.30 730•-1140 SLURRY TRUCK DRIVER 1.7.38 17.:38 730-1160 SNO -GO AND SIMILAR EQUT.PMT:NT 17.38 17.38 730-2210 WINCH TRUCK. DUAL. kEAR AXLE 1.7.38 17.39 CITY OF RENT"ON RENTON AIRPORT SE PERIMETER ROAD W-BO4 PAGE.. 16 HWY-R323?0--AA PREVAILING MI:N.T.MUM HOURI-Y WAOC RATEs APRIL 29, 1905 OCCUPATION: TEAMSTERS LOCATION! C:l...ALLAM, GRAYS HARBOR. ISLAND, JEF'Fl::'t'GIN, KING, K:ITSAF', KITT1'TAS, LEWIS, M ,ON, PACIFIC (NORTH OI` THE: WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED VUE' WEST TO THE PACIrIC OCEAN) , PIERCE, SKAGIT# SNOHOMISH, 'THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF' THE F'OLLOW:LNG COI.INTIEG LYING WEST OF THE i:,.JThi 14ERIDT.OiN: CHEL.AN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION :,TATE FEDERAL. CODE DESCNTFTI:ON RATE RATE" GROUP 0 730--0220 DUMPSTERS, AND SIMILAR F"OUI'PMr':N'fYT'OiJRP':]- 17.44 1%.44 ROCKERS, TOURNOWAGCIN, TCIURNOIRAILER, CAT DW SERIES, TERRA COBRA, L.E-TOLO! NEAU, WESTINGHOUSE *)THEY WAGON, EUCLID, TWO PNI, FOUR.-WHEELED POWER TRACTOR W'tH TRAILER AND SIMILAR TOP.- LOADED EOUIPMEN"I 'TRANSPORTING MATERIAL,, AND PERFORMING WORK I:N TEAMSTER JUR:ISDICTIC.AIDUMP "TRUCKS, BIDE, END AND BOTTOM DUMP, INCLUDING BEMI-TRUCKS AND TRAINS OR COMBINATIONS THEFEOF':OVER 12 YARDP TO AND INCL. lb YARDS GROUT' 9 730-0100 BULK CEMENT TANKER 17,49 1"7.49 730-0230 DUMPSTCRS, AND SIMILAR FClUl: 'ME.N'T:TOURNO-- 17.49 17.49 ROCKERS, T'OURNOWAGON, TOURNOTRAILER, CAT OW SERIES, "TER-RA COBRA, LT::TG..IRNEAU, WESTINGHOUSE ATHEY WAGON, CUC:.IIl, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAII...C:R AND SIMILAR TOP... LOADED E..OUIPMF::NT l'RANSPORTING MATE::RTAL. AND PERFORMING WORK IN TEAMSTER JURTt3DICTION:DU:4P TRUCK'S, SIDE, END AND DOTTOM DUMP, INCLUDING SEMI---TRUCKS AND TRAINS OR COMBINAI"IONS THLREOF'OVER i6 YARDS TO AND INCL. 20 YAR'!S 730-201.r- WATER WAGON AND 1Y.NK TRUCK: OVER 3000 GAI L.ONS 1. 7.49 11,49 GROUP 10 CITY OF REN'TON RENT'ON AIRPORT SE PERIMETER ROAD W-G04 PACE 1.7 NWy-R323.20-AA PREVAILING MINIMUM HOURLY WAGE: RATES APFi11- 29. 1905 OCCLIPNTION: TEAMSTERS LOCAT'IOi4l CLALLAM, GRAYS HARBOR, ISLAND. _JEFFERSON, KING, KI FSAP, KTT'TITAi3, LEWIS, MASON. PACIFIC: (NORTH OF THE WAHKTAKUM COUNT-Y NORTHERN BOUNDARY EXTENIlET, DUE WEST TO THE PACIFIC OCEAN) . PIERCE- SKAGI'f. SNOHOMISH, THURSTON, WHATCOM, YAKIMA AND T-:OSE FARTS OF THE FOLLOWING COUNTIES L..YING WEST OF THE 120TH MERIDIAN' CHELAN AND DOUGLAS COUNTIES. WA(3E', RATES OCCUFA'T'ION OCCUPI.T.ION STATE. FEDERAL CODE DESCRIPTION RATE RATE GROUP I0 730--0120 PUI...L LIF"TS. OR SIMIL..ARY EQUIPMENT USED IN 17.51 1 7.51 LOADING C"t UNLOADING TRUCKS* TRANSPORTING MATERIALS ON JOB SITFSSOTHFR 'THAN WAREHOUSING OP 11 730--1510 TRANS."T-MIX USED EXCLUSI:VE:L.Y IN HEAVY i"'.54 17.54 CONSTR. (OVER 4 YDS. TO AND INCL.. 6 YDS. ) GROUP 12 730--0010 A--FRAME uR HYDRAI...IF'T" TRUCKS OR SIMT.L.AR: 17.64 1.7.64 EQU'TPMENT WHEN A-FRAME: OF' HYDRALIFT OR SIMILAR EQU:II'-'MENT IS IN USE uaOUF' 13 '730--0240 IUJMPSTERS, ANI) SIMILAR FQU'.IF`ME'.NT :'"(lL1RNO-- 17.66 17.66 ROCKERS, TOURNOWAGON, TOURNOTRAIL.' _AT DW SERIES, TE.f4RA COBRA. L..E:TOURNEAU, INGHOUSE ATHEY WAGON, EUCLID, TWO AND F"OUR­WH: ELrD POWER TRACTOR WITH TRAILFR AND SIMILAR 'rOP" LOADED EQUIPMENT 1R,-,f4SF'ORl"TNG MATERIAL_ AN''' PERFORMING WORK IN 'TEAMSTER ..URISDIC:T'IONii: ;F' TRUCKS. SIDE:, E:NIJ AND BOTTOM BUMF, INCLUDING ;:,EMI-TRUCKS AND TRAINS OR COMBINATIONS THERE:OFTOVER 20 YARDS3 TO AND INCL. '.O TAROS 730 -0720 LOWBLD AND HEAVY DUTY 'T'RAT.I...EP! OVER TONS 17.66 17.66 GROSS TO AND INCLUDING I.00 TO"S GROSS CITY OF: RE.NTON RENTON AIRPORT SE PERIMETER ROAD W--604 PAGE 10 HWY-R32320-AA PREVAILING MINIMUM i•IOURI-.'( IWK, RATES APRI1... 29, 1985 OC'CUPTaTIONI TEAMSTERS LUC:ATION! CLALL..%M, GRAYS HARBOR, ISLAND. JEFF'E:RSON, KING, KITSAY, KI'I'T1TAS, LEWIS, MASON, PACIFIC (NORTH OF THE WAFIKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . FIERCE, SKAGII . SNOHOMISH, THURSTON, WHATCOM, YAKIMA AND THOSE FARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHE.L_AN FNL) DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE: FEDERAL CODE DESCRIPTION RATE RATE GROUP 14 730-1520 TRANSIT--MIX USED EXCL.USIVE:L' IN HF-AVi 1"7.70 17.70 CONSTR. :CIVER 6 YrIS. TO AND INCL. 0 VIS. GROUP• 1`; 730-0250 DUMP'STERS, ANT' GIMILAR F.'..QUIPMENT:TOURNO- 17.62 1'7*92 P'ICKERS, T-CIURNOI.AGON, '1"OURNOT'RAIL.ER, CAT DW SERIES, TERRA COBRA. l-El OURNEAU, WESTINGHOUSE: ATHEY WAGON, EUCL..ID, 'TWO AND FOUR-WHECECA D POWER "TRACTOR WTH TRAILER AND SIMILAR TOP LOADED EQUIPMENT TRANSPORTING MATERIAL- AND PERFORMING WORK IN TEAMSTER -.fURISDICTT.ONIDUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS ANI TRAINS OR COMBINATIONS THEREOFiUVER 30 YDS. T'O AND INCL. 40 YDS. 730-0730 LOWBED AND HEAVY I.iUTY TRAILER. OVER 100 17.82 TONS GF40 SS GROUP 16 730•-1S30 TRANSIT-•MIX USED EXCLUSIVE'I-.Y IN HEAVY 17.06 L7.OE CONSTR. :OVER 0 YDS. TO AND INCL. 10 YDS. C"TY OF RENTOK RENTON AIRPORT BE PERIMETER ROAD W--904 PAGE: 19 HWY—R32320-AA PREVAILING MINIMUM i-IOCIRLY WAGE_ RATES APRIL.. 29. 1985 OCCUPATIONS TEAMSTERS LOCATION! CLAL.1..AMA GRAYS HARBOR, ISI..AND, ,JEFF'F:PSON, K:'.NG, KITSAP. KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF THE. WAHKIAKUM COUNTY NORTHERN DOUNDARY EXTENDED DUE. WEST TO THE PACTFT.0 OCEAN) , FIERCE, SKAt311 , SNOHOMISH, 'THURSTON, WHATCOM, YAKIMA AND THOSE:. FARTS OF THE FOLLOWING COUNTIES LYING WEST OF THC:: 12 0TF1 MERIDIAN' CHEL-AN AN(? DOUGL.A;; COUNTIES. WAGE FATES OCCUPATION STATE FEDERAL OCCUPATION RATE RATE CODE DESCRIPTION GROUP 17 730--0260 DOMPSTERS, AND L3J:PIIL.AF( EOUIPt4F:.NY:TOL)RNO-_ 17.98 17.98 ROCKERS, 1OURNOWAGONr T'OURNO'TRAIL.ER, CAT DW SERIES, 1'E.:RRA (::OI•+Ro LETOURNEAU> WES'TINGHOL.ISE ATHEY WAGON, EUCL.ID, TWO AND FOUR-WHEE'L.ED POWER TRACTOR W11-3 TRAILER AND SIMIL.AR TOP-- L-OARED EOLLLPMENT TRANSF'ORTING MATERIAL. AND PERFORMING WORK IN TEAMSTER -AJRISDICT ION t PUMP 'TRUCKS, SIDL- , END AND DOTTOM DUMP, INCLUDING SEMI TRUCKS AND TRAINS OR COMBINA'T'IONS THEREOFtOVER 40 YARDS TO AND INCL. ;.55 YARDS GROUP IG '730 1540 TRANSIT—MIX USED EXCLUSIVE::L.Y IN HEAVY 10.03 18.V3 CCINSTR. :OVEF. 10 YDS, TO AND INCL.. J.2 YDS. GROUP 19 7�kO• 15S0 'TRANSIT-MIX USED EXCLUSIVEL-Y IN ITE:AVY 18.19 18.19 CONSTR. :OVER 12 YDS. 7'0 AND INCL.. 16 YDS. GROUP 20 730--1560 TRANSIT--MI)c. USED jdXC'L-USIVEL.Y IN HEAVY 19.35 18.35 CONSTR. :OVER 16 YDS. TO AND INCL. 20 YDS. 3POUP 21 730-1570 TRANSIT--MI . USED EXCLLISIVE:L'( IN HEAVY 18.51 19.51 CONSTR. :OVER 20 YDS. CITY OF RENTON RE.:NTON AIRPORT SE PERIMETER ROAD W--804 1.•F ;>�y HWY-R32320--AA PREVAILING MINIMUM HOURL.� WAGE RAT'FS Al'RTL 29, 1995 OCCUPATION: TEAMSTERS LOCAT'ION.t CLAL.LAM, GRAYa.' 11ARDOR, 1GLAND. ._,FFF'P..'.RSON, KING. KI'TSAP, KITTIVAS, LEWIS, MASON, PACIFIC (NORTH OF' 11-IE WAHKIAKUM (10UNTY NORTHERN DOUNDARl- EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT", SNOHOMISH, THURSTON, WHATCOM, YAKIMA AND T'HOiif': PARTS OF T'HE FOLLOWING COUNTIES I...YING WEST OF IHE :.20TH ME.RT:DTAN: C:HE:I...AN ANLI DOUGLAS COUNTIES. WAGE FATES OCCUPATION OCCUPATION STATE F'I.14ERAL. CODE DESCRIPTION FATE FATE GROUP 22 730-0400 ESCORT DRIVER 17.06 12.00 730--1020 PILOT CAR 17.06 12.00 GROUP 23 730-0490 FLATBED 'TRUCK, SINGLE REAR AXLE --- 15.25 730-1.010 PICK -UP TRUCK --- IS.25 GROUP 24 730....0@10 MECHANIC HELPER 16.91. -.- GROUP 2 730-O800 MECHANIC 17.50 - OTHER 730 -973.5 STATE::: FOR OCCUPATION 730-•0260 IN GROUP 17 ADD .1.5 $/HR. FOR EACH 1.0 YARD INCREMEAT OVER 55 YARDS 730--9736 STATE: OVER TIME•AL,L.. WORK PERFORMED TN EXCESS OF 8 HOURS PER DAY OR 40 HOURS F'ER WEEK, MON- DAY THROI.ICH FRIDAY, AND ALL WORK F-•E:RF'ORMEI; ON SATURDAYS GHALL BE PAID AT' ONE: AND ONE-- HALF TIMEci T'HF' REGULAR FATE OF PAY.ALL WORK PE:R-- F"ORMED ON SUNDAYS ANI? HOLIDAYS SHAH_ DE PAID AT DOU) _E THE REGUi...AR RATES OF PAY. CI'T'Y OF RENTON RENTON AIRPORT SE: PE'RIMCTER ROAD W-004 PAGE: 21. Item Approx. No. Quantity Item with Unit Priced Bid 1 515 L.F. Furnish and install 8" class 52 ductile iron pipe and sttings 2 3 each Furnish and install 8" gate valve assembly with cast iron valve box 3 25 L.F. Furnish and install 10" class 52 ductile iron pipe and fittings 4 ! each Furnish and install 10" gate valve assembly with cast iron valve box 5 602 L.F. Furnish and install 12" class 52 ductile iron pipe and fittings 6 1 each Furnish and install 12" gate valve assembly including vault 7 1 each Furnish and install 8" x 8" tee (MJxFL) 8 1 each Furnish and install 8" x 11Sto EtL (MJ) 9 1 each Furnish and install 8" x 22Y20 ECL (MJ) 10 I each Furnish and install 8" x 900 ECL (MJ) 11 1 each Furnish and install 8" x 12" reducer (MJ) 12 4 each Furnish and install 8" CAP (MJ, 13 1 each Furnish and install 10" CAP (MJ) 14 1 eac+, Furnish and install 12" x 8" tee (MJ x FL) 15 1 each Furnish and install 12" x 10" tee (MJ x FL) 16 1 each Furnish and install 12" x I I Y 0 ECI (MJ) 17 2 each Furnish and install 12" x 220 EU. (MJ) 18 I each Furnish and i,ostall 12" CAP (MJ) 19 2 each Furnish and install 514" Corey-type tice hydrant std. assembly 20 1 each Reset existing fire hydrant and valve 21 6 C.Y. Furnish and install poured in-place concrete thrust blocks 22 10 C.Y. Furnish and install bank run gravel for backfill 23 45 tons Furnish and install asphalt concrete for pavement restoration 24 1 each Furnish and install 3/4" water service replacement Type I 25 1 .5 C.Y. Furnish ai;d install cemen, concrete for pavement restoration 26 Lump Sum Plug and abandon 6" waterlines 27 Lump Sum Construction staking W - ?doq- SIL ` p oL> SCHEDULE OF PRICES Rek'a>✓ h�ePottT Sovrtl Getc Pell trtec?tt u- 7-e40 �15 � (Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures vt�' and where conflict occurs the written or typed words shall prevarl.) ITEM APPROX. ITEM WITH UNIT PRICED HID UNIT PRICE AMOUNT N0. QUANTITY Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. 11'W.., p.n,t. c.t- S'Z Ty nr M—r 2 S L F r yro- rn. PW', c.- 6-Z I r Sis tt- 8"qSW. G4tYi V4�.,a 4.33y 3 et wl c4x tow.. V4.vM iwx /D �? 8{'c V3 rVt QSdy WI CAS tT :ryw. vro..vn �SeX � t4ssy. 2ESGi raT...� l=tt�tt r-ir�nk...r l P� ,4 n.0 V4t.vP r. .r. co..(,.Ant F.n r4wUlr V4w II W - 60`f- SCHEDULE OF PRICES SOVCN EatT FEE V.,r�RT$.rl R-o�p (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 words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in words) DOLLARS CTS. DOLLARS CTS. d S TS7, r 0, VOA-T+-A'.ti r7 Clfrr�L..T LOMGMt!/f Z-c iz, PA Vn A,, r- swn G.a.srti i rA I,,,,C, C U B. / ;b r4x I City of Renton Combined Affidavit A Certification Fore, Non-Collusion,Anti-Trust, and Minimum wage (Non-Federal Aid) NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, tha he Is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or col- lusive or wade in the Interest or on behalf of any person not therein named, an[ further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other persun any advantage over other Bidder or Bidders. AND CERTIFICATION RE, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PLWX%SER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are In fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract. except as to overcharges resulting from anti-trust violations com- mencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents Char each of his suppliers m,d subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM 1, the undersigned, having been duly sworn. deposed, say and certify that in connection with the performance of the work of this project, i will pay each classification of laborer, workman, or mechanic employed in the performance of such work: not less than 'he prevailing rate of wage or not less than the minimam rate of wages as specified in the principal contract, that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as at forth therein is true to my knowledge and belief. FOR. NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-711114..T CLA!16 70 PUiCIMSEit AND MINIMM WAGE AFFIDAVIT Name of Project Nerve of Bidder's Firm �— Signature of Author lzed Representative of Bidder Subscribed and sworn to before me on this day of lq _ Notary Public in and for the State of Washington Residing of .aty or Renton Combined Affidavit t Cart!fication Form: Non-Collusion,Ant!-Trust, and Minimum Wage (Man-Federal Aid) NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he Is the identical person who submitted the foregoing proposal or bid, and that su_h bid is genuine and not sham or col- lusive or made in the Interest or on behalf of any parson not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidlers. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violatlons ere In fact usually borne by the purchaser. Therefore, vendor herebv assigns to purchaser any and all claims for such over- charges as to goods and materials purchased In connection with this order or contract, except as to overcharges resulting from anti-trust violations com- mencing after the date of the bid, quotation, or other P-ont establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project. I will pay each Ilasslfication of laborer, workman, or mechanic employed in the performance of such work: not less than the prevailing rate of wage or not less than The minimum rote of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set ;orth therein is true to my knowledge and be;ief. FOR: NON r -'i AVIT, ASSIGNMENT OF MITI-TRUST CLAIMS TO PURCHASER AN: 1FFIOAVtT Mama of Protect e Navie of Bidder's Firm ^— Signature of Author lied Representative of Bidder Subscribed and sworn to before ee on this day of 19 Notary Public in and for the State of Washington Residing at W 804 Renton Airport 5X City �_f Renton Combined Affidavit t Certification Form: Non-Collusion,Anti-Trust, and Minimum Wage (Non-Federal Aid) MON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or col- lusive or made in the interest or on behalf of any person not thoreln named. and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put In a sham bid. Or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Ve,idor and purchaser recognize that in actual economic P. sctice overcharges resulting from anti-trust violations are In fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract, except as to overcnarges resulting from anti-trust violations com- mencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants end represents that each of his suppliers and subcontractors shall assign any and all such claims To purchaser, subject to tiq aforementioned exception. ift MINIMUM WAGE AFFIDAVIT FORA 1, the undersigned, he :ng been duly sworn, deposed, say and certify that In connection with the performance of the work of this project. I will pay each classification of laborer, workman, or mechanic employed in the performance of such workt not less than t;ie prevailing rate of wage or not less than the minimum rate of wages as specified In the principal contract: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PIR:NILSER AND MINIMUM WAGE AFFIDAVIT New of Project Name of Bidder's Firm Signature of Authorized Representative of Bidder Subscribed and sworn to before me on this day of 19 Notary Public in end for the State of Washington Residing at „�11 wb r.Z d a7L y�! Ntl ��eL s�tp•► ^:�„rn I ( r•''�'p11•?"'Oa 'Sl I 1 oL i�i � Y�L'Q,` �MW M'� •4I i.Yi 11 v J-5 h rya ,'rob • !� 5a Z i ossz -zFh �•7 SIS ' zno86 �M tr.T� "t►w ^�M,.o► 'L' p� i�sn� `�OA�N'► 111 . 9r Sr 1 SI L 1 114 It 41 W IT TZ liv tv LL ul v Ll' Mdri v S9-bho � V � t +`4rej ZY val* w :ltf :-2,d 1.Sb3 M WEST PERTmE'rLR Ri4ll; ANZ1 R0NwRy VNb9TkcR5=lY6p 049 . Is �QTra VIS 17 IE 14 Za 24 lW 2S 2b Z9 30 31 *1 Z 5 1. 7 a Id/ is . 2TE M Cs„ �ro•�,t 1. A 113L.F, ��1Z06 183�d AaeSE B'o L-F laa � 1�'1a.n►•ie�C� �7US�4. .�y5 4F 3 CV 180 T - 800-r ®. 12�ps:r Gwrti .- •9. .3" III-) L,F. jo. Pill tow, Se0. I1, F:R Ely1r.• lco, CITY Cf RENTON BID PROPOSAL AND SPECIFICATIONS WATER SYSTEM IMPROVEMENTS RENTON AIWC4%T SOUTH EAST PERIMETER ROAD WATER PROJECT NO. W - 804 i I ND EX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Worts Vic in Ity Map Instructions to bidder Cali for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report •Minority and Womens Business Enterprise Participation *Certification of Bidder's Affirmative Action Plan *Combined Affidavit and Certification Form; Non-Colluslon Antitrust Claims Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Hourly Mlnlavm Wage Rates Special Provisions Technical Provisions D*talI Sheets/Standard Documents marked * above must be executed by the Contractor, President and Vice-President cr Secretary If corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporr'lon minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 TECHNICAL PROVISIONS - ADDENDUM NUMBER 1 SECTION 3 CONTROL OF WORK 5. 1. 17 AIRPORT OPERATIONS (ADDITIONAL SECTION) DURING AIRPORT OPERATION ALL AIRCRAFT, LANDING AND TAKING-OFF, SHALL HAVE THE RIGHT-OF-MAY OVER ALL CONTRACTOR 'S EQUIPMENT AND VEHICULAR MOVEMENT. EACH VEHICLE AND PIECE OF EQUIOMENT OPERATING WITHIN 100 FEET OF THE RUNWAY SHALL CARRY A 3-FOOT SQUARE CHECKERED PATTERN FLAG OF INTERNATIONAL ORANGE AND WHITE SQUARES OF NOT LESS THAN OND FOOT ON EACH SIC:. THE SAME SHALL BE OISPLA';ED IN FULL VIEW ABOVE THE EQUIPMENT OR VEHICLE, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE GUARDS AND FLAGMEN AS REQUIRED TO DIRECT AND CONTROL HIS EQUIPMENT AND VEHICULAR TRAFFIC DURING CONSTRUCTION, AND TO PROVEDE SPECIAL SIGNS AS MAY BE DIRECTED BY THE AIRPORT DIRECTOR. ALL CONSTRUCTION EQUIPMENT SHALL BE OPERATED AT A SAFE DISTANCE FROM THE EDGE OF THE EXISTING RUNWAY AND TAXIWAYS. THE CONTRACTOR SHALL STOCKPILE MATERIALS ONLY AT APPROVED LOCATIONS. SECTION 55 TOP SOIL 55.5 PAYMENT (REPLACEMENT SECTION) ALL TOP SOIL REQUIRED TO BE REPLACED WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL PAYMENT WILL BE MADE. SECTION 56 LAWN REMOVAL,AND REPLACEMENT 56.5 PAYMENT (REPLACEMENT SECTION) ALL LAWN REMOVAL AND REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL PAYMENT WILL BE MADE. SECTION 7.3_ TRENCH_E.CAVATION1 FOUNDATION, BECDIH6 AMP BACKFIIL FOR WATER MAINS 73.6 DEWATERING (ADDITIONAL SECTION) DF.WATERING SHALL BE CONSIDERED INCIDENTAL TO THE WORK AND ALL COSTS THEREOF SHALL BE INCLUDED IN THE PRICES BID FOR PIPE 1N PLACE. SECTION 74 PIPE INSTALLATION FOR WATER_MAIN.S 74.4 PAYMENT tADDITIVE SECTION) PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLYi CONDITION_ OF__PIPE INSTALLED PERCENT OF BED PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.0% PIPE INSTALLED ANO TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% 5EC110N 79. JACKED DR B RED STREET(RUNWAY) CROSSINGS INEW SECTION). 79. 1 DESCRIPTION THE WORK INCLUDES THE JACKING AND/OR AUGERING OF STEEL CASING PIPES UNDER THE AIRPORT RUNWAY AT THE LOCATIONS SHOWN ON THE DRAWINGS AND PROVIDING PIPE-CASING SUPPOHTS AND END SEALS FOR THE WATER MAIN. 79.2 CASING MATERIALS THE CASING PIPE TO BE JACKED OR AU6ERFD UNDER THE RUNWAY SHALL BE SMOOTH STEEL, BARE PIPE, WITH OUTSIDE DIAMETER AND WALL THICKNESS AS SET FORTH BELOW FOR THE SIZE OF WATER MAIN TO BE INSTALLED, AND COMPLY WITH AMERICAN WATER WORKS ASSOCIATION(AWWA) SPECIFICATION C200, WITH A MINIMUM STEEL YIELD STRENGTH OF 36,000 PSI. ALL JOINTS SHALL BE CONTINUOUSLY WELDED AROUND THE CIRCUMFERENCE OF THE PIPE JOINT IN COMPLIANCE WITH SECTION 79. 3, INSTALLATION. THE SIZE AND THICKNESS OF STEEL CASING PIPE TO BE INSTALLED SHALL BE 30-INCH O.D. STEE'. CASING WITH 0.698 INCH WALL THICKNESS. 79.3 CASING ALIGNMENT THE CASING PIPE SHALL BE INSTALLED AT A LEVEL GRADE AND AT A MINIMUM DEPTH AS SHOWN ON THE DRAWINGS. THE CONTRACTORS SURVEYOR SHALL ESTABLISH SUITABLE REFERENCE MARKS FOR ESTABLISHING THE ALIGNMENT AND GRADE OF THE CASING PIPE. THE COMPLETED STEEL CASING IN PLACE SHALL NOT DEVIATE FROM THE ESTABLISHED ALIGNMENT OR GRADE BY MORE THE TWO PERCENT. NO MORE THAN TWO PERCENT DEVIATION IN ALIGNMENT OR GRADE SHALL BE ALLOWED IN ANY TWO CASING PIPE LENGTHS. THE CASING PIPE SHALL EXTEND A MINIMUM OF FIFTEEN (131 FEET BEYOND THE EDGE OF THE RUNWAY BEING CROSSED. IN NO CASE SHALL THE EXCAVATION FOR THE BORING OR RECEIVING PITS DISURB THE ASPHALT SURFACING OF THE RUNWAY UNDER WHICH THE CASING IS BEING INSTALLED, EXTENTION OF THE CASING MAY BE NECESSARY TO COMPLY WITH THIS REQUIREMENT, 79.4 CASING INSTALLATION THE CASING PIPES SHALL BE INSTALLED BY JACKING OR AUGERING OR BORING WITH SUITABLE EQUIPMENT. THE CASING PIPE SHALL BE INSTALLED SUCH THAT NO VOIDS OR SPACES EXIST ALONG THE OUTSIDE DIAMETER OF THE PIPE OVER IT'S PULL LENGTH. FIELD WELDING OF STEEL CASING JOINTS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH AWWA SPECIFICATION C206-75. JOINTS SHALL BE BUTT WELDED. THE COMPLETED CASING SHALL BE CLEAN, FREE OF DEBRIS, ROCKS, OR EARTH AND READY FOR INSTALLATION OF POTABLE WATER MAINS, THE END OF THE CASING PIPE AT 'HE JACKING OR AUGERING PIT SHALL BE CAPPED WITH A STEEL PLATE AND TACK ki-DED TO HOLD IT IN PLACE UNTILI. THE WATERMAIN IS READY 10 BE INSTALLED. ADI - 2 79.5 PIPE-CASING SUPPORT AND END SEAL MATERIALS PIPE-CASING SUPPORTS AND CASING END SEALS SHALL BE AS MANUFACTURED BY PACIFIC SEAL, INC. , OR EQUIVALENT AS APPROVED BY THE CITY, MODEL NUMBERS FOR THE CASING SUPPORTS, SUPPORT RUNNERS AND CASING END SEALS SHALL BE IN ACCORDANCE WITH THE FOLLOW1NGt 16-INCH WATER MAIN - 30-INCH CASING CASING SUPPORT - MODEL A 16 SPACED AT 15 FEET SUPPORT RUNNER - MODEL FP CASING END SEAL - MODEL S 79.6 PIPE-CASING SUPPORT AND END SEAL INSTALLATION FULL SUPPORTS AND RUNNERS SHALL BE INSTALLED NOT MORE THAN INCHES FROM EACH END OF THE CASING PIPE, AND NO1 MORE THEN 12-INCHES FROM THE BELL END OF EACH PIPE INSIDE THE CASING. HALF SUPPORTS AND RUNNERS SHALL BE INSTALLED NOT MORE THEAN 12-INCHES FROM THE PLAIN END OF EACH PIPE JOINT INSIDE THE CASING AND AT THE MID LENGTH OF EACH PIPE INSIDE THE CASING. ALL SUPPORTS SHALL BE INSTALLED AS RECOMMENDED 6Y THE MANUFACTURER AND AS APPROVED BY THE CITY. END SEALS SHALL BE INSTALLED 3N BOTH ENDS OF EACH CASING. END SEALS SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER AND AS APPROVED BY THE CITY. 79.7 PAYMENT THE PRICE PER LINIAL FOOT FOF RUNWAY CROSSINGS SHALL INCLUDE ALL "OSTS INCURRED IN MAKING THE RUNWAY CROSSING AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. THE PER LINIAL FOOT PRICE INCLUDES MOBILIZATION AND DEMOBILIZATION; CLEARING AND GRUBBING ACCESS AND WORK SITE AREAS; EXCAVATION, BACKFILL, AND COMPACTION OF THE LACKING OR AUGRING PITSt FURNISHING AND INSTALLING TIE STEEL CASING PIPE INCLUDING THE JACKING OR AUGERING, PIPE SUPPORTS AND END SEALS; TRAFFIC CONTROL AND PROTECTION; RESTORATION OF SHOULDERS, DITCHES AND OTHER IMPROVEMENTS; DEWATERING AND CLEANUP. ADI - 3 Re-run JOB ORDER Offset New form Copier Dept. Flu &,-/r:F/1 i 4 G Phone Ordered By O (C ) Date In �1Z Due QUANTITY SIZE DESCRIPTION (color & type of paper F&B,carbonless ,et.c. ) � 0 ,�z-. t / r nrtwork: proof initial Press: Ink: OK as is 1 side Q Black Lay-out needed 2 sides 0 Color _ Final OK perforate L] punch 0 number Q Bindery: Trim to finish size x Fold ^- Pad _ Fan-apart Thens-a-bind (Lot a:ut) _ Staple Spiral Bind Acco fastener Special Instructions% AWARDED Contract No. CAG TO_ y ♦ - UTILITY ENGINEERING BID PROPOSAL ANC SPECIFICATIONS FOR WATER PROJECT NO. 804 RENTON AIRPORT SOUTHEAST PERIMETER ROAD WATER SYSTEM IMPROVEMENT CITY OF RENTON PUBLIC WORKS DEPAR i MENT MUNICIPAL BUILDING, 200 MILL AVE, S. RFNTON, WASH. 98035 • (206) 235-2631 OF kE,I Ao PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 nr%41, MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.9W55 09 . E ��TED gEPtE0O BARBARA Y. SHINPOCH MAYOR DATE: July 18, 1985 TO: Manfred Du kie FROM: Ron Olsen SUBJECT: W804 AIRPORT WATER IMPROVEMENTS CHANGED CONDITIONS It is agreed that the existence of a greatly enlarged cement concrete apron under the asphalt apron on the west side of the runway is a chang- ed condition and the extra work required shall be handled as "Force Account" per Section 1-09.6 of the Standard Specifications. the amounts changed will be allowed only for one "Hydra-Hammer", one operator and one laborer together with a dump truck and driver to dispose Df the broken concrete. These items will not be paid for while being used to remove that portion of the concrete apron shown on the plans. Ron son Utility Engineering RO: cc Date: 3044y-M+ City of Rfntoe . Departefnt el Engihooring Pqe I e Contractor Contractor Contractor Cut,actor Contractor Day Citm Emilt, lac Ranfred Daste Eccac. A-cher Construction Inc Frani Colualo Client Co Oelw Construction Ca Itn Ran Description Unit got, unit lid Olt lid Unit lid Unit lid Unit lid Rom, do. Duantkty Price Mount Price Mount Price Mount Price Asoant Price Amount Project: I-101 Renton Airport Southeast Peruett, Road wafer S,stec hOroqunl l I" Daclila Iry ripe Class 52 . F, eC2.( 20.00 12010.00 24.92 ISO0:,I1 :6.00 1%!:.00 15.00 21010.00 :e.00 15652.00 2 10' Ductile Iron Pipe Class S ;.F. 25.0 Se 00 1730.00 32.0 W.00 30.00 730.00 40.00 1000.00 24.00 600.00 3 1' Ductile 1,00 Pipe I'm 5, C,F. 113.0 15.00 7723.00 16.45 8171.75 23.00 11045.00 25.00 12111.00 12.00 11130.00 1 1' Batt Valve Asmadly Each 3.0 500.00 1500.00 450.00 MOM 125.00 1215.00 100.00 1500.00 400.00 I'M.00 ./call Iron Valve lox S 10' tale Wlro AUNhiy Each 60 1000.0 1000.00 6:5.00 625.00 651.00 650.00 100.00 IN.00 600.00 600.00 d0ust Iron Valve Box •6 1? Wit Valre Assahly Each 1.0 4000.00 1000,00 lo00.00 1900,00 1700.00 1700.00 1500.00 ISOM 400.00 2600.00 .ltcmcrote Vault 7 City lips Fire Ryarart Assxply Each ZO 1200,00 2100.00 1561.50 3125.00 2000.00 1000,00 1500.00 1W.00 2200.00 4100.00 B Agent Existing Fire Hydrant Each 110 1000.00 1000.00 600.00 600.00 1".00 400.00 MIDI) 700.00 600.00 600,00 1 Furnish and Install Concert C.Y. 6,0 200.00 1200.00 50.00 300.00 Ic.00 ARM 175.00 7M.00 10i,CO 600.00 tocrete for Trust Iloak'r.V 10 Plot Ma Woden .' Ott'sains C.S. !.n 2000.00 20D0.00 900." P00,00 :30C.00 i500.00 t000.00 I000,00 2000100 2000100 And Iuon CfnOnG Vault 11 lank Run pawl for Wckfill C.Y. 10.0 10.00 300.00 10.00 100.00 '.01 MR 15.00 130.00 30.00 300.0 @ Asphaltic Concrete Class I Tor ( 50.00 2250.00 50.00 1,30.00 eC.00 :700.00 60.00 2100.00 160.00 7200.00 for pawae.t Patching IS Pwtland Comfort Concrete for C.Y. 2,C 50C.00 1000.00 100.00 20C.00 10C.00 20t.00 173.00 MOO 360.00 720.00 Pawfenl Patching 5/1' Cruthtd Roci for Piftwt Ton .0.0 20.00 400.00 12100 210.00 R,00 11C.00 15.00 300.00 70.00 s00.00 IS constructim Staking E.S. F,C 2000.0t 2000.00 1100.00 I1D0.00 1S01.00 1500.W 1000.00 1000.00 700.00 700.00 Sup Total 40065.00 37021.5V 1:PC:.00 41M.00 11102.00 Sales Tat 1 3243.27 2"1.3: 3/8.06 31U.20 306!.06 Total 4910.27 40027.11 1e3T,06 12531.20 5:6411.06 Date: 30-lay-85 City of Renton . Depdriment aY Engineering Fag, 2 .. .. �- - LOtactw Contractor Contactor Contractor hMhltUr toy Cities ronst. Inc Manfred Dusk, E,cay. Archer Canslroclron let Prank Coluctio Coat Co Below ClestrsttdM Ce Ito Bars Description Unit Est. Mat lid Unit lid Unit lid Unit hd URit Ilid ha. mu. Quantity Price Asount Price lat"At Frace Asount Price Aes"t Place RRess! _ Pral,ctt 0-1994 I6' mat" Rain Croninq of panto, Municipal Airport Rumay - 1 12' Ductile Iran Pig, Clan 52 L.F. :13.0 20.00 3460.00 33.10 3720.30 29,00 5017.00 40.00 6".00 dd.0 =.Do 2 14' Ductile Ir0 Not Class 32 L.F. 170.0 30.00 26100.00 35.80 11,15.60 Moo 30450.00 42.00 36590.00 68.10 19160.00 3 12' late Value Aesebly Each IA 4000.00 4000.00 1100.00 1100.00 1700.00 1900.00 18M.00 1100.00 2611.'N-`�-8600.00 ,Ith Contract Vault . Furnish and Install 30' lorod L.F. C304 150.00 34500.00 193.00 44130.01 MIN 43700.00 220.00 50600.00 --- t/3.T1"11510.00 Cresual as Renton Momupai Airport lunwy 5 Furnish and Install Covent- :.Y, LC 200.00 600.00 5C.00 150.00 100.00 30C.00 120.00 360.00 260.011 710.00 Concrete 1w Thrust llockiq 6 Asphalt Castrate Class '1' Fw 70 :90.0 30.00 5400.00 52.25 9405.00 70.00 12600.00 60.00 10100,00 B3.00 14140.00 paveont Patching T 54. Crushed pock 70 000.0 10.00 1000.00 11.51 1240.00 10.00 9000.00 11.00 1600,00 12.00 9600.00 1 Rowve and peplm Commnt L.F. 20.0 50.00 1000.00 10.00 200.00 24.00 404,00 15.AO Sm.00 30.03 600.00 Connate Curb and Butt" 9 3' O.V.C. Telemetry Conduit L.F. 1217.0 5.00 6095.00 1.63 1764.65 5.00 6015.00 1.00 A51.00 6.09 7302.00 :om0leb in Place 10 Conduit Pull log Each 4.0 Sol& 3000.00 01.00 4050.00 600.00 4160.00 $00.00 3000.00 MOM 9600.00 �j0 Carly type Fire nvaant A...46v tech t.0 1000,00 1000.00 19.0.00 1930.00 1150.00 1350.00 :500.00 ISM.'1 2600.00 2400.00 16 Sn Total 91143.00 110331.53 114601.00 12.7371.00 157454.00 Ales Tag 1 75a6.15 1130.40 9282.76 1014M 12753.77 Total 100611.71 111290.01 123194.h 137a11.95 170207.77 COM TOTAL (inc ta.1 1144,000.01 tIS9,317,93. 1170,261,12 sm"po9,11 t223,070.14 Date: 30-lay-BS City of Renton . Department of Engineering Page 3 Contractor Contractor Contractor towatter Contractor Hint Construction Harime Construction Co Olympic Hostern Cc 118 Constitution Con Pitorti Trucking Co Inc It"Bars Dnmption Unit E.t, Unit Bid Li it Bid Unit Did wt - 6d-- -- Chit lid AID, M. Quantity Priu Amount trace Amount P'.co Amount kid demt Prat Amount ProOmoto "0/Renton Airport Southwest Perimeter Raid Dater System logrovement 1 12' Durt:ie Iron Pipe Clans 52 L.F. 602.0 39.68 13161.36 37.0 22271.00 346 20823.11 42.0 251101.1011 - -- 47.0 26214.00 2 10' Duct to Iron Pipe Class 52 L.J. 25.0 U.K M.00 33.0 225.00 S9,2 1476.75 /0.1 111D,.16 ILO 1025.00 3 8' Ductilt Iron Pipe Class 32 L.F. 115.0 34.39 17710.85 30.0 13450.00 20.7 10670,80 A.1 10511.0 42.0 21630.00 A C' site valve Assembly Egon, 3.0 M.D0 1125.00 300.0 150.00 752.7 2200.04 VLS-- 9911.M"-- 47.0 111.00--- wiCast Iron Valve got • 10' Sato Valve Assembly Each 1.0 S33,00 555.to 700.0 M.00 861,5 164.30 - 1121.1"- 't12XM'"""' "- 900.0 W.M --- ./tut Iron Valve got 6 12' Batt Valve pememblY Each 1.0 1500.00 ISOM0 1300.0 1500.00 1890.0 1890,00 IM-r-- - 7M.W 1110.0 1130.00 -- WICconcrutr Voult 7 Cory Type Fire Hydrant Assmeply Each LO M0.00 .100.00 1500.0 3000,00 2180.0 136010C 113" 3300.00 1900,0 3M0.00 6 Rostl Existing Fire Hydrant Each 1.0 200.00 200.00 500.0 500.00 1036.0 1036.00 ST0.1 373.00 606.0 606.00 9 Furnish and Install Content C.Y. 6.0 40.00 240.00 100.0 600.00 86.0 %.00 Ib.O MA 560.0 3340.00 Concrete for Trust Blacking 10 Plug and Abandon 6' ditersws L.S. :.0 10C.00 100.00 1100.0 1100,04 7M.7 7EAX 900,0 960.00 - 620.0 820.00 and Remove Lowato vault It Bank Aura gravel inr SACO i I C,Y, 1010 MOO 100.00 20.0 2010 10.9 109.00 13.0 130.10 MID 330.00 12 Asphalt.' Concrete Class 8 Ton 15.0 60.00 1700.00 30.0 360C,00 WI 1064.30 60.0 2700.00- ' """'- Ikf'-' 1110.00 for Piil knt Patching Fortland Cement Corvete for C.Y. 2.0 100.00 200.00 250.0 500.00 154.1 309.50 100.0 200.00 '' ' M.0 - T00.00 pavement Patching 11 $11' Cruslud Pock far Pavmnt Ton 20.0 10.00 20C.00 20.0 400.00 ii.7 226.80 15,0 300.00 14.0 MOO i5 Construction Staking L.S. 1.0 1.100.00 1500.00 1000.0 100L.00 766.2 766.20 1100.0 1100.00 1300.0 1300.00 Sub Total 53941.21 53111.00 49160.00 g1011.00 68126.00 Bales lax 1 4369.24 1305.07 MI.% 1917.00 5566.11 total 9310.:j 17454.07 M4J.96 66D31.ID 71M.11 Wts: 30�I1a -15 y ::ty Df Fenton OeD+rtunt of Enpinmer:np Page s Contractor Contractor Conn actor Coatr+ctr.r Cestracty Irani Construction Hari Construction Cc Olympic eastern Cc S 6 P Cnstructidn Cc Pitardt trucking Co let It" Ban Description Unit Eat. Unit Bid Wit aid Unit Bid Wit Bid Unit Bid No. Ad. Quantity prite Auunt Price Mount Pnce Amount Price Amount Price Rmeat Prawn N-799A 16' eater Rai, Crafting of Marta, Municipal Airport Runway 1 12 Ductile Iron Pipe Class 52 L.F. 173.0 64.77 7745.21 0.0 Me 57.0 9945.94 38.0 651600 90.0 13370.00 2 16' Ductile Iron Pipe Class 52 L.F. 870.0 51,23 10570.10 0.0 0.00 52.6 4576,40 45.0 19150.00 51.0 4610.00 •3 12' sale Valve Assnbly Etch 1.0 1500.00 1500.a 0,0 O.DO 2D65.D 2C OD 15DO.0 1500.00 1663.0 Is65.00 Kith Concrete Vault a Furnish and install 30' Bared L.F. 230.0 I65,00 3?950100 0.0 0.DO ULF 41010.20 170.0 :9100.00 2:2.0 5106C.00 Crating of RsntCr. Municipal Airport RIMY 5 Furnish and Install Cement- ;,Y. C.G 100,00 300.00 0.0 0.00 345.0 1035.00 150.0 430.00 510.0 1330.00 Cacreto for Thrust Blockinp 6 Asphalt Contren Class 4' for Tan 180.0 50.00 900040 0.0 0.D0 0.3 66+9.00 56.0 low." 71.0 12711040 Pdreumt Patching 7 518' Cru.� t Rock Toe 800.0 6.00 4800.00 0.0 C.00 - --- -11.1--- 8840.00 10,1^^Yl�.�--� 1R.0 bwo, B Rsmove and Replace Lnut L.F. 20.0 10.00 200.00 0.0 0.00 R.7 2A6.60 15.6 300.00 22.0 . 9 1'P.V.C. Telemetry Conduit L.F. 1217.0 1.00 i.:7,00 0.0 0.00 3.7 4451,22 6.0 7302.00 6.0 7302.00 Cap lots in Place 10 Conduit Pull so. Each &0 520.00 3120.00 0.0 0.0C 101.0 606.00 IWO 6DC.DP :LC 7326.00 00 Corey Type Fin Hydrant Assembly Each .0 1500.00 150t.00 0.00 2437 20311.00 :800 1800.M 2719 1711.00 Bub Total lil`-L 0.00 132125.96 11805b.00 157702.00 Sales Tax 0 9064.09 0.00 10702.20 9562.54 11773.96 Total 120966.40 0.00 142828.16 121618.54 1.704MBI, MINED TOTA, lint tat 1,.7,276.95 957,476.07 $395,970.42 1193n650.34 1244,7611,f7 WILSEY 6 NAM L U U (Euu (OF �P�3QR80MO U MIL ElgRnertlp • Ptenneq • Surw..p .IS Environmental Avenue Ar ,ym Suitt980 7721h Avenue NE.,Suite 200 P.O. Box 0-97304 rnac _3-ae �, BELLEVUE,WASHINGTON9WN -29_F$J ID86 _IM,I _ (206)484J290 rnwnew � f� /�- eei,Sract, 70 l_IrY OF ieeA)TOrJ ��-�. C �y •�(j IC kb�Gcs L}=Fi WRT&!2_[_..'0c ,yj Q MuAJICWRl a-1.1IL0/As6 IrzPOILi _ zo r-Y,L L 4")c S �u7 _ LJ4 9 SLUS — WE ARE SENDING YOU ;15 Attached ❑ Under separate cover via the following items: Fl Shop drawings C7 Prints )K Plans ❑ Samples ❑ Specifications G Copy of letter C Change order ❑ COPIES GATE NO. DESCRIPTION 1E4 HYGg2 PLr �yrS f=o,< `Y�(_ a�__ THESE ARE TRANSMITTED as checked below: ❑ For approval I I Approved as submitted ❑ Resubmit—.copies for approval X For your use G Approved as noted I I Submit--copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return—corrected prints ❑ For review and comment r • FOR BIDS DUE I9 Li PRINTS RETURNED AFTER LOAN TO US REMARKS-81C)I _— Ilk C. 7D -tS F�(LOM '�)RJID T 131 j- 7rir _ _ @Qr AuD zw?CocLlhat�7�p o�J pie A]TRcHr'O h7YzF{QS Gele.fFt?F THcSr cggAX 'S 7H►� S _C2 Fit Lrfi1. , _-,,.� f3E ' f�uE o �o �T u-dc rt.F>-L ortC 1/�ara�?c .1 o 72 Twc? c x&-r-s 4 _)a WfIL. �ik Ac<o2Di �4Ly' (, Ttie kt Qf ,3 Rr Yol Ic �4)l LIf�CC COPY TO SIGNED: •pM •-�•��•^®T.�"i W1oIM I1.riV.W11. .1. Of •• noua anmy nOW, u. a"IT/ e• [n� F��py-��+ Ip qpF�/�Iwy�-@104- �r [7 Engirleeat ng % Planning Y • Surin, .q Lu,L411 ULS,,-�\@ U WWUVoZOMO� UQ`` ErnYpenereal Arvarm 1980 112th avenue N.E.,Suite 200 P.O.Box C-97304 own BELLEVUE,WASHINGTON 9M - (M)454-VW AT'""" . OB BOB TO '"t�.f]Z�C- P WE ARE SENDING YOU pb Attached 0 Under separate cover via _..the following items: Shop drawings ❑ Prints ❑ Plans ❑ Samples Cl Specifications L! Copy of letter CI Change order ❑ COPIES DATE No. OESCMPTION a, THESE ARE TRANSMITTED as checked below: For approval O Approved as submitted Li Resubmit--copies for approval For your use ❑ Approved as noted ❑ Submit—copies for distribution As requested CJ Returned for corrections ❑ Return`corrected prints X For review and comment .:' L. FOR BIDS DUE _ 19 PRINTS RETURNED AFTER LOAN TO US REMARKS-----------...- --------- - -- COPY F'-/j),� _ O ----- SIGNED: raw swx. u.namurs o. no1 .. noLe, unwy ne 'u. ne. � J a 9 too w, oo/f �.i ' r PROJECT NO! INCLUSIVE DATES i • • w O • DAILY INSPECTION DIARY PROJECT TITLE: PROJECT NUMBER: PROJECT MGR — ENGINEERING PERSONNEL: TITLE NAME LOCAL PHONE LOCAL ADDRESS Res. Engf . Inspector Inspector Inspector Inspector — ONNER PERSONNEL: NONE PHONE NAME TITLE OFFICE PHONE CONTRACTOR PERSONNEL: HOME PHONE NAME TITLE OFFICE PHONE DAILY INSPECTION DIARY _ REPORT M DAY: / DATE: 7 JIL WORK PERIOD:— a.m./p.m. to a.m./p.m. WEATHER: G? TEMP. MAX �KIO OF MIN ,g�,,L of PRECIPITATION: WORK ACCOMPLISHED TODAY: a4''d52/ I�y f, r"�Z • .�J a "t f�c A wT" In 1141= Ti " .. XAJ h u j( in Aft I! .Ads ,n f f � G�V/dL�i� i CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY 3n REPORT ! DAY: /`�fn�, DATE: '] //-5 WORK PERIOD:Z a.m./p.m. to m a.m./p.m. WEATHER: TEMP. MAX ✓_'' OF MIN 4O_OF PRECIPITATION: WORK ACCOMPLISHED TODAY: Ag e,A , SR! C Qe J dJ-^ L't7t -i-in idgS "Jedeo le , 1Z. e e d G0Q.!� fiAJ--)aX .DEL ;' L7 zf I cask---— 1.?0 1s71i4w- O t!► raSgw-n star_ ME r- . J/wa l; �• !f ,!ice/L,c � u ;r^' _ /_.tR A /[Olz, j<iZE t 7 ,,E 5 — LT 70 of // /-'K15" ZA^ 7&,L L'7 , 3 '�/ — ( el.c-ems Ti f:s%ac ,"e, L L y. 7-r .4 CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY iQ! REPORT U DAY: . DATE: 26' WORK PERIOD:_ a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX r°F MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: o/ pe--c7-0.E '7D EO X" 7'u E t/ rs/let/cY roc=1.. 57-47Mf,6 7-0e d /s 117 V -` ! T V Z4 .Sff X_J0 •>u� rc=ern ear �iG / c. s 1< os.lE<c� O /i//J.� i iq s TL7 Ac <'c cJq r;a p n M2 ` Jam'! �v5/�j= Wc- e2,-Aj '7-1414f7— Ll/ � ozi7,49 c_ 'T/ o Ate / S ti(6 7- T -a P ' _S 7-A.14 ` 7"/./C -- / C"/ L.L V [_ '7Z, / V E LQ �[ � <7u5 � /2< Cfo c7 [ "T-/L.r ?-eES / C/ .STq �.l ELF Z /3 / 5;' 4s5 /AtO3T 4D of / p CONTRACTOR SIGNATURE ECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT ► DAY: DATE: 7k-�`� WORK PERIOD: I a.m./p.m, to 3 a.m./p.m. .tJ..•ry . _ o{. WEATHER:F ram. - Uc-• TEMP. MAX 56' OF MIN c.:, °F PRECIPITATION: WORK ACCOMPLISHED TODAY:" J 5-o wxxJfO �C 1� �s�N L)cJsr_c fJ ?D�v _c+yncc�c ,�Z o �' � •,M All- 4--A /-!Yn A2 r-T. TNp t�7 - .40�//CCD �I.i csr-r> _ T itsQ .tiink?E /S 7 /3C 414/D cJ, T/ l�or /�� —r� .1 A r7 "TO (t 10,6 r .� M YO CONTRACTOR SIGNATURE NSPEC. OR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: : DATE: /6 WORK PERIOD: a.m./p.m. to �` a.m./P,m d WEATHER: TEMP, MAX 8,C;_OF MIN <w OF PRECIPITATION: WORK ACCOMPLISHED TODAY: A1G L7i 7-Q Age L /yc- .§7 - -Aoei s Ti "ET. G CONTRACTOR SIGNATURE i,; INSPECT SIGNATURE DATE: DAILY INSPECTION DIARY v REPORT i DAY: f,rr. DATE: 7 //2I WORK PERIOD: .` to WEATHER: TEMP. MAX L/O 'P MIN (_-°F PRECIPITATION: WORK ACCOMPLISHED TODAY: 12 _ b,tom Lei-r2--41 ✓ i s CONTRACTOR SIGNATUREPEC' R SIGNATURE DATE: DAILY INSPECTION DIARY .� �aPOHx r DAY: I`+�O.C/ DATE: / WORK PERIOD:? a.m./P.m. to 3-_ i.t.fPs. WEATHER: TEMP. MAX U 'F KIN lc n "F PRECIPITATION: WORK ACCOMPLISHED TODAY: .QC—.z>.�' l!.��P I, I " 0 .c! /�aCE L'l 7— r�.v C S� Oc ai 0cCJ �t�1 �,/ � !l•4 — rs. .�-,�-� G-mar i.rv��� .,�i�. ,� �_. �o�E f'iT CONTRACTOR SIGNATURE *M�n SIGNATURE DATE: DAILY INSPECTION DIARY RIT r DAY: DATE: /� Z WORK PERIOD:-2- a.m,/P.m. to TEMP. MAX 7-5—°F MIN G.C'D OF PRECIPITATION: WORK ACCompLISHED TODAY: qAC,C / ZO — I�E vT .')VE-,C l,(A6j -7-b /5G llc�. oc o R ee-. ,c0, (A-�e ToeC . ef"V '7-/4)Q 4Er!J c!ZAA u1 c J" Y d.C'Crit/ L-t�.0 ��.,�' G,�I✓C.t1 T.f'.9.�t'1�. . /O na - L �i lO n ( K L �` p NoT 77 Z - 2uT. L-T / P.E'_ - ,E' /3t lG-t BSI .5T4TEcs -2- c, .e.17LWC72>f 10f414Jt O !3E t'er� PE.yS6,W7-E0 der Erna t✓o ! usc=y _7- Gar r3Y --mv- - B G V _ CONTRACTOR SIGNATURE NSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY ��- REPORT ► DAY: �GlEC> . DATE: 7 /7 /6-WORK PERIOD_ a.m./P.m. to _ a.m./P.m. HEATHER: TEMP. MAX 7S OF MIN lac"7 OF PRECIPITATION: WORK ACCOMPLISHED TODAY: ' // k '-7 � — l(/O 4L'7—1 V/ 7- _ !k.I/'r!-f •• OU S/G ' �.f' Ss'.t9'Tir_� /-/C 1,6 L7• CONTRACTOR SIGNATURE JSPECTOR SIGNATURE DATE: _ , 2 DAILY INSPECTION DIARY �- RAID REPORT i DAY: , DATE: /2 /��WORK PERIOD: /-�7 a.m./p.m. to . ra.m../p.m. HEATHER: C�Z TEMP. MAX tSF °F MIN °F PRECIPITATION: -'— WORK ACCOMPLISHED TODAY: .Z 2- -1:�? / 1-141 ptir:Ehr' lZJ©A / S Aciiv TtFc i i �-zt o���i�h_ jjyj,x r1 s " ed i TO -T tJ P /30 C4rko/ p° /-D �Ct//�h/ S9L7Tr=D �� si i e i3 s. i -7-t! rn a eFQ 4 J - G Z,30 CONTRACTOR SIGNATURE INSPE TOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT i DAY: DATE: 7 / /g.]�WORK PERIOD:Z a.m./p.m. to , a.m./p.m. WEATHER: TEMP. MAX SO °F MIN VS--F PRECIPITATION: WORK ACCOMPLISHED TODAY: 1-7 ZS cjo Dg-Jsati. :TIE� �q� La/T hl/6U' /1lJAY 'S AGT/ v,l-1 —S ((l j-7-" Urr �. ZONTRACTOR SIGNATURE IN,S/KCTgfR SIGNATURE DATE: flow DAILY INSPECTION DIARY DAY: /fIOLl. DATE: 7 Z 6 WORK PERIOD; 7 'a 73 REPORT .m./p.m. to a.m./p.m. _ WEATHER: CyL • TEMP. MAX �°F MIN�' �� °F PRECIPITATION- WORK ACCOMPLISHED TODAY: AQW71C. �7—id - /`i 6e. a,� daAz4 i is �c�d ?2J 7y ��lf ce c x - �.U__A1 LS/•4 l�F ST.t -7-1 J-�- LA./�5 .41*,/.AE ld o I" _,L.,Q .L�o: .�1.n,�.®C.0 a G .n..../• -O .cL k .y rF! A i edtur, To L_A Y /? " O. A S -- .rZ Z -re LCs - Ge.4 . NYC. x^rl<«-�.t�t Cx . f/� •� � C cl 5 - cam, .� '�J �/C" l - /T FJ �l��,y/ L/.d 1/F %3 j i L;. zzo 4•�'.i:•', ? $S r-17 O,C. LT. - CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY 3v REPORT / DAY: ��. DATE: 7 AA0 165 WORK PERIOD: ] a.m./p.m. to�__ WEATHER: G__ TEMP. MAX A--F MIN &c:� °F PRECIPITATION: WORK ACCOMPLISHED TODAY: 3d q-E'.r . :5 �yLi.�l �U sIZ-A-- 5 r�L.D N'I7 I Y 21 r (✓E"7- 6yE�' 1. L. �.-L 4�E'o-i � 7a.f' P057-` ept . CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY y� REPORT / DAY: I(/C fl . DATE: /31I8�WORK PERIOD:? to 3 — a.m./p.m. WEATHER: Fj. c . TEMP. MAX -IS °F MIN 0 `F PRECIPITATION: - WORK ACCOMPLISHED TODAY: .Q.E'.e, 7r� - /?E_!! Qe)AA ,,0 U./4s4-g . evgre Thoat/ i �— Se nAJ F20 . � /.Vnlo'/s i A 0eo Z- s o ,5 u -r-0 .4 D c F7-,y o e CONTRACTOR SIGNATURE y IABPFVTOR SIGNATURE DATE: -L-'(?Lf J'/t1 WWI DAILY INSPECTION DIARY zY!a DAY: �tflJ, ' - DATE: �F /WORK PERIOD: a.m./p.m. to `a.m./p.m. REPORT / WEATHER: n-<f- . TEMP. MAX L°F MINe,�,ZD 'F PRECIPITATION: WORK ACCOMPLISHED TODAY: Aex f� �arJA e/�� S / cP1 n4rrrrGA ` Uu ate• ? /C�t/.t/t L .S'{TTF M •• L�O 7 C� F'cl ��[ L A.SY U G 3a -,Ci7 -ram Go /- e z-_4 , 1 6 -' 14 rZ_ ll. A .ou ;� r Visas 4,,A., Fx S " 4 fib. , _77 7iE,LAo 40 tir_ 3Z> L .t3 '7"'C r Ufa y— / A. Z-e A'F "3o ncr, ra r- floe) t '� l!ii ri 5 CONTRACTOR SIGNATURE ✓ SPECTOF SIGNATURE DATE: DAILY INSPECTION DIARY DAY: �'�./• DATE: � /? /$ WORK PERIOD: [ a.m./p.m. to �3 a.m../p.m. REPORT ! WEATHER: 4.G, TEN.P. MAX 7S�OF MIN 6-b °F PRECIPITATION: WORK ACCOMPLISHED TODAY: ! v AsE'6 , QS� M /47 /HOC :f>tJA t!i '7"7 C S /s lJo _. -L✓ U /E. �" 3G-EG7 — �Frri.v c .Vyei_ - .C�o?�' o (�OT/6-/ E1) S/C..VAL 5"znP 7�ltsT t� rare r Nd0 b4 ton ,, .cn /L/! s17--i . n��iT ti 3L r G 7 p3 CONTRACTOR SICNATIIRE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY ?� REPORT / DAY: DATE: _8 /� WORK PERIOD:] a.m./p.m. to 5 - a.m./p.m. WEATHER: p.L_ TEMP. MAX -F MIN _�°F PRECIPITATION: _ WORK ACCOMPLISHED TODAY: Dusicnt� a re^sn C� oI A n L) "/WAd f1�' / ci T1f C'4Ji Aw t/ /T 01.dP�.tJ Y,.7 e vc 4- %�[�C eL2" 7- c1 7'U ttk [ SY 3T�r�t '� /✓7p/cE _ i�l � lllclA e� Nis �i A�ni.y` . CONTRACTOR SIGNATURE / ,NECTOR SIGNATURE DATE: LILY INSPECTION DIARY DAY. �liC'. DATE: /8 WORK PERIOD: �.m./P•m• to 3 --a.m./P.M. REPORT / WEATHER: C-.C . TEMP. MAX '7,f- "F MIN TS—oF PRECIPITATION: WORK ACCOMPLISHED TODAY: --7Z6 cW 2 �EzG r cii�uL in OAc 4-y ,ter- i O CONTRACTOR SIGNATURE i PECTOR SIGNATURE DATE: rra�' wp..ew, ++�..-. �..r..w. e�...• ..4.-.., -.m.r.� ....�..� .,.�....i '"""..'1 ."^"""r "'n�'"1 ^'"'l ---_..., DAILY INSPECTION DIARY c 3c REPORT f DAY: �Ey� DATE: S/7 / rWORK PERIOD: a.m./p.m. Co a.m./p.m. WEATHER: o. c_. TEMP. MAX 7D °F MIN SS °F PRECIPITATION: 36 /o 'T WORK ACCOMPLISHED TODAY: ,, !J z SI --- X 4 L i z_ i CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY r— REPORT N DAY: _/ DATE: FS /f3 F_ WORK PERIOD:Z_ a.m./p.m. to ? a.m./P.m. WEATHER: e) - c_ ` TEMP. MAXI c OF MIN S OF PRECIPITATION. WORK ACCOMPLISHED TODAY: !,J� G! t/r pft a/ *V4,t/iTlE S Tel -W 5"o ,+P_,c. Zl--o — /2 / Z'ljx,t,,,, 4 V• � s 57e7-E n /mot 1�1n��� 0 Li.vis.a/ E. S! y[= -Tc' rn o,CC C ) ui CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: �'.�.'/� DATE: _� _ !_ a.m./P.m. to a.m./p.s, REPORT / S/ ` / '�WORk PERIOD: / � 3 — WEATHER: d:�_C TEMP. MAX 7S- OF MIN S OF PRECIPIT,kTION: -;'6 WORK ACCOMPLISHED TODAY: 7-7 Z S� ee L7, 8 dys Q�.� / S~ � �•(JE tsT bV L'' L� 5/✓/t16+ /F57'"'/t_� � r F1 Ou r CONTRACTOR SIGNATURE - INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY 3® REPORT / DAY: 1/J0 �, DATE: 1 S WORK PERIOD:(_ a.m./P.m, to� a.t./P.a. WEATHER: tfok TEMP. MAX Z5.2F MIN SS OF PRECIPITATION: — WORK ACCOMPLISHED TODAY: � c .� c_ f� T a.rr F Si oc- �r .eu�v t✓Ax ss-� � y �35 /,r y �- " OyStGc " 114 ra/ ti to /E- uT oy�.0 �LU.Sf1�uG � /�C �-a'Tt'o .<f� tI✓u s Go i._.�. -rA-eis A. r,6YE _ Al, CD It/43 Zo /SeO.Ln C-x �M .�-/.c.iF �.y0'T !'/1 !!�' v �.��� "4 - p d2ki r.2_ /S^ 4" .Ds tut1� 62 < T r f-- CONTRACTOR SIGNATURE ! INSPECTOR SIGNATURE DATE: _ DAILY IWSPECTIUV DIARY ? REPORT # DAY: DATE: 8 //3 / WORK PERIOD: a.m./p.m, to a.m./p.m. WEATHER: CCU . TEMP. MAX SC) °F MIN PRECIPITATION: WORK ACCOMPLISHED TODAY: /JtJ e/ ' n Fg< -rwyc" e s'E E'd A 0 L/t.. 4 Lr, r/ 3o Ace. Q °-' _ `aFat-� L✓r�w 'Dcd3KG-' Ear" ELK, Gr Alm STQ yc-- 0 -5;f;0. f= 5 C „�- /0 '/G".,sc 0.4�j> T /.r A.1 c_ 's J�L A -'A?. Pew LJrO 734L4- O,�iG �H.IJTAGT /3d _/.(< -'i /-'/E'E L>.�" F_.7-e CUN 1pcsr,r =1 _ SfOA_ev- ,...T..! V. Lrc ,t L ; G ea re r<.o : A�-gg -v �t F Lh c E� eV 1144 oar 2. 4'e-A4QA,*c_ E bL'oc',' "- 7-v /I-A y e5 `.yam- J'a.oec- A7v srcc4 C_,ue-,- ,(.ro?is"`� ✓�E/�/.c.i�,... Fl�.s�_�E'A='T. Vic"-: l< %JE P/7v.5 w• 6f l�T ./d�<✓,cam e-.0 .J ,a AA-, Z. V, CONTRACTOR SIGNATURE T SPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY R$PORT N DAY: MV1 E ln�. DATE: // 0-hS'-WORK PERIOD:` -- a.m./p.m. to a.m./p m. WEATHER: GA- - TEMP. MAX f3S°F MIN (-2> °F PRECIPITATION: _— WORK ACCOMPLISHED TODAY: �7/S .- .l1.E' C /-- !'9G-L� ©U/° .✓iT7L�5 .(.�• .Q 'Till - C, Z S" CONTRACTOR SIGNATURE INSPECTOR AIGNATURE DATE: el - DAILY INSPECTION DIARY 3� REPORT I DAY: �fUt2 DATE: g /� /$S WORK PERIOD:Z a.m./P.m. to ; a.m./p.m. WEATHER: L'L TEMP. MAX 6b "F MIN 5-S- 'F PRECIPITATION: _ WORK ACCOMPLISHED TODAY: 51Lf " STaa^C=D 1-/e� ( d S t c t t�Q F, I 4 arc !' r` C' l.1eiK'� L � � �[ l'E.erh Ss1ClT Oer p3sail io r�w.S LAY s: r1 -771.4— 3�<y r (c>" CONTRACTOR SIGNATURE Z74 SPECTOR SIGNATURE DATE: s. � Z-yi DAILY INSPECTION DIARY REPORT / DAY: FYc'_l. DATE: WORK PERIOD:_ a.m./p.m. to �, a,m./p.m. WEATHER: Ci G- TE!•'. MAX S�j °F MIN OF PRECIPITATION: --- WORK ACCOMPLISHED TODAY: �S /:, Ac-r� v r� /hA 1 et" C . _ - _ J +02 r w.Tv l��c, S6�ri .rnE._rno.l_ - ���lo icso ��c . lG'• r �i� S/1c •• Cl.�lg,F� _ i A./G �./ wC�5 }c=_TG , t.v i � /.mil . CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: Ate! � � eNern •-�-• ._.M. __, .._ _.__ .__._, .,�_,, ,.,.,, _.._. DAILY INSPECTION DIARY _ 3 DAY: DATE: q _ c�WORK PERIODt � a.m./P.m. Co =' a.m./P.m. REPORT # WEATHER: CJ• c_ TEMP. MAR 70 OF MIN , <`>°F PRECIPITATION: WORK ACCOMPLISHED TODAY: <:,rR"v — C- '—e t/ ,� J(y�iT!✓ !-i� Sid i /7-Snti ,` !'.f'4fSSv �.l "Si O s w 27 -Ss - ., CJ AI �. J� U- ice/ •�� �- . ��/ . E� 1 t� f•--1 tJ c 1 l�" ��'a w1 CONTKACTOR SIGNATURE �. INSPECTOR SIGNATURE DATE: DAILY IWACHON DIARY a'{? REPORT I DAY: �(—L , . DATE: S/zG`/fj WORK PERIOD:L a.m./P•m• to a.m./P.m. WEATHER: (n - � -, TEMP. MAX ��t' 'F MIN ` 'F PRECIPITATION: WORK ACCOMPLISHED TODAY: //. / Y �c n G CONTRACTOR SIGNATURE SPECTOR SIGNATURE DATE: f Yc�/ ,v/f, -- DAILY INSPECTION DIARY _ -7 �� .., REPORT {r DAY: �L> D. DATE: L'� /Z( " WORK PERIOD, a.m./P.m. to a.m./P,m, WEATHER: O• G . TEMP. MAX/Z.) -F MIR �F PRECIPITATION: WORK ACCOMPLISHED TODAY: _f0 lam" I1J �l-,� 77/ rra "eeDlir L� M J CONTRACTOR SIGNATURE rNSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY r� -^ e' ,- rr REPORT / DAY: �/!U C . DATE: R /ZZ/SS-WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: GAL. TERP. MAX 7S "F MIN "F PRECIPITATION: WORK ACCOMPLISHED TODAY: �7 So SQJn F _ / Q de Aj �J,E'L'• v s_ � �s -T/ o o.rM- or.�. u; r--.w/ -Tla.a-- -rs1 r-I'n4F7- -T6 z - .?A ._ G . Lf6, Zt -e Ny! 0k! 5<cC I,t/ x DeJ. c0 e3s ve /o 1.4 IL- k . Z CONTRACTOR SIGNATURE SPECTOF SIGNATURE DATE: Yee � /f1 DAILY INSPECTION DIARY REPORT R DAY: P"TE: $ ll //�'� WORK PERIOD: l a.m./p.m. to _>_ a.m./p.m. WEATHER:SG• O,G • TEMP. MAX !/':� OF MIN "F PRECIPITATION: WORK ACCOMP,7LISHED TODAY: l 7AYi eo CONTRACTOR SIGNATURE / NSPECTOK SIGNATURE DATE: _ —.__--- DAILY INSPECTION DIARY ? v REPORT 8 DAY: IcaEA. DATE: 4&C WORK PERIOD: I a.m./P•m. to 3 a.m./P.m. WEATHER: TEMP. MAX 7d -F MIN S 5 °F PRECIPITATION: WORK ACCOMPLISHED TODAY: t - .. cf, - CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY i to, REPORT $ DAY: _ ltu +� _ DATE: /z 1/�'SWORK PERIOD: a.m./p.m. toa.m./p.m. WEATHER: ` TEMP. MAR -7 S'F MIN "F PRECIPITATION: - J WORK ACCOMPLISHED TODAY: a r ' ,{ Cot. V f'e a spa" i4fF J x - — 1 p s p 12 /y/= 1uE.clT� odE� S.la - �7L . f3o-"y,f IU4 V a _ CONTRACTOR SIGNAL INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY + r I:EPORT A DAY: DATE: /� �'.i WORK PERIOD: a.m./p.m. to a.m./p.m. _ WEATHER: O 'L • TEMP. MAX le) OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: cr r Y':CJ ✓e�T 5 c— r \ — oe - '._I a-/ /Al v � 3�t �. zt0 CONTRACTOR SIGNATURE 06PECTOR SIGNATURE DATE: YC"e Y /L/ DAILY INSPECTION DIARY REPORT A DAY: DATE: y / 3 /£3S WORK PERIOD-IL a.m./P.m. to ='= a.m./P.m. WEATHER: O. C TEMP. MAX b OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: Jed i PI> z"lA l . 0Aj I+V. SJ DG _ n r" 5Po � 1 1 � =rj& p L lam(. SI DL Its Cat O �� L _ CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY _ REPORT N DAY: 1, ��, DATE: /Y/$SWORK PERIOD:Z A.m./p.m. to WEATHER: © TEMP. MAX-70 °F MIN SS °F PRECIPITATION: WORK ACCOMPLISHED TODAY: 1 Uv S"S CONTRACTOR SIC"4TURE SPEC OR SIGNATURE DATE DAILY IN,'O CTION DIARY _ REPORT M 30 DAY: DATE: 9 /S , S WORK PERIOD: �a.m./p.m. to a.m./P.m. WEATHER: O• L , TEMP. MAXI O "F MIN i 'F PRECIPITATION• wORK ACCOMPLISHED TOC..Y: � N CONTRACTOR SIGNATURE `- INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY �P7 REPORT N DAY: 1 . DATE: /G WORK PERIOD: I a.m./p.m. t� v a.m./P.m. WEATHER: O .c TEMP. MAX °F MIN S-C, °F PRECIPITATION: _ WORK ACCOMPLISHED TODAY: r. CONTRACTOR SIGNATURE SPE SIGNATURE V DATE: DAILY INSPECTION DIARY ?-`o REPORT M DAY: �1o.I _ DATE: `I /Q S WORK PERIOD- J a.m./p.m, to 3 a.m./p.m. WEATHER: C_'>, C- .. TEMP. MAX S OF MIN T© OF PRECIPITATION: WORK ACCOMPLISHED TODAY: BLS — �o Ac 7-i7 . r,nA AV v7E /tom t r CONTRACTOR SIGNATURE SPECTOR SIGNATURE DATE: F, DAILY INSPECTION DIARY -- /' REPORT I DAY: 4� , DATE: //O / WORK PERIOD. a.m./p.m, to '_ a.m./p.m. WEATHER.: TEMP. MAX '70 "F MIN SS- "F PRECIPITATION: WORK ACCOMPLISHED TODAY: 4 E 7 C • a ,/;L..j An rE[AjjL, -ten to tJv T/r= 5/ DE o-,lp A/E' PnCT. CONTRACTOR SIGNATURF. - INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT M DAY: te"-4 E 0 - DATE: WORK PERIOD: I a.m./P.m. to a.m./P.m. WEATHER: CJ- L . TEMP. MAX 'F MIN '� OF PRECIPITATION: WORK ACCOMPLISHED TODAY: 1fx< As �Etoe TE a� 7y riles r?�, y� :�!✓d/ 77 'LE r�c� CONTRACTOR SIGNATURE `--' . PECTOR SIGNATURE DATE: DAILY INSPECTION DIARY �-® REPORT #� DAY: I� 1ui DATE: ` /�G/�` WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAR 'F MIN � `� °F PRECIPITATION: _ WORK ACCOMPLISHED TODAY: �( - h L>C - CONTRACTOR SIGNATURE , SPECTOR SIGNA. URE DATE: ,v 1 W 804 Renton Airport 6X DAILY INSPECTION DIARY 3„�j REPORT / DAY: f �_'/, _ DATE: J //_i / S WORK PERIOD: a.m./p.m. to ✓ a.m./p m. WEATHER: ] ,�_ �— TEMP. MAX . OF MIN ` `' OF PRECIPITATION: WORK ACCOMPLISHED TODAY: V/ r V f 1 v � � CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: y ,: J Y% !J DAILY INSPECTION DIARY REPORT N DAY: DATE: (/ ' ~WORK PERIOD a.m./p.m. to - a.m./p.m. . � WEATHER; TEMP. MAX °F MIN °F PRECIPITATION: �;1 ` WORK ACCOMPLISHED TODAY: ,¢ gee. Z 90 _ Ac Ti4/,17-k "1�.4isre,�JO �k�r " •, 44— . r CONTRACTOR SIGNATURE MPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY r REPORT q DAY: DATE: WORK PERIOD:1_ a.m./p.m. to-_ a.m./p.m. WEATHER: 2/C TEMP. MAX ,"S °F MIN VO 'F PRECIPITATION: _ WOF4 ACCOMPLISHED TODAY: � r CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: AWARDED Contract No. CAG Z� --85 TO Nis r{a'K+ ila 'd Awne. s kc.m\+, wlr 986L�Z rSY f Syil 317. 94 UTILITY ENGINEERING BID PROPOSAL AND SPECIFICATIONS FOR WATER PROJECT NO. 804 RENTON AIRPORT SOUTHEAST PERIMETER ROAD WATER SYSTEM IMPROVEMENT i CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S. RENTON, WASH 98055 • (2061 235-2631 RENTON WATi,R PROJECT #804 . RENTON AIRPORT Below �gis a list of authorized signatures for Manfred Duske Co. Maaf ed F. Dusk* Marjorie J. Duake Bonding Agent: Fidelity and Deposit Co. of Pirryland Glenn F. Davidson 25230 lo4th Ave. SE Kent, WA. 98042 852-168o In Emergency contact: CvNrRACTOR: Manfred F. Duske 432-2550 24206 183rd. Ave. SE Kent, WA. 98042 JOB FOREMAN: Jim Biggar 631-2239 1940E FF 322nd Ave. Kent, WA 98042 ED11BIT "A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. Z340 The policy of the City of Renton is to promote and afford equal treatment and service to all citisens and to assure equal employ_ went opportunity to all persons regardless of race; creed; color; ethnicity; national origin; sea; the presence of a non-job-related physical, sensory, or mental handicap; age; or marital stntus. This policy shall be based on the principlee of equal employment opportunity and affirmative action guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (il EMPLOYMENT PRACTICES - All activities relating to employ- ment such as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATICI:S - The City of enton will cooperate ?ully with a organisations and commissions organised to promote fair practices and *qua' opportunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program wi a maintained to facilttcte equitable representation within the City workforce and to assure equal empZOyment opportunity to al,. It sha11 be the responsibility and duty of all City officials and employees to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment program* may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected crass of employees is under-represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers con ucttng usinese with the City of Renton shall affirm and subscribe to the Fair Practices and Non- Discrimination policies set forth by law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid -aZZ*, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 2nd day of June 1980. CITY OF RENTON: RENTON CITY COUNCIL: Mayor Council President Attest: Issuedt July 10, 1972 _��_- Revised: February 9, 1976 ty Clerk, �L,(� Revised: June 2, 1980 CITY OF RENTON Water Project No. W - 804 Water System improvements Renton Airport South East Perlmete Road SCOPE OF MORK The work Involved under the terms of this contract shall be the complete Installation, testing and sterilization of new 8-Inch, Jo-Inch, and 12-Inch diameter waterma' • as shown on the project plans and specifications. The work shall Include, but not be limited to excavation, backflll and compaction and installation of approximately 1142 lineal feet of 8-Inch, 10-Inch, and 12-Inch diameter watermain. All water main shalt be ductile Iron class 52. The work shall Include al fittings, valves, sleeves, reducers, blow-off assemblies, concrete thrust blocks, conrec+Ions to the existing system, testing and sterilization of Installed pipe, plug and abandon two 6-Inch water lines, and the removal of a valve chamber and valves, and complete restoration of all surfaces and existing underground utilities. All contractors participating In the work on this project shall comply with all Federal , State, County, and City codes of regulations applicobel to such work and in conformance with the plans and specifications. � {aJl.ax \M DTM ST � Lake �"' w DTx — pj M m\M I � ' INVa s h i ngton . , 5+ 15 b� PR04ECT F 40 —LOCATION__ TIAIMCn �+ — � Kw NA l 1 ' I f y I Tw� Ty .r St YP fjkE �S 113\MN 1 a is " uS+w j �"� — : '! '" li I •.' Nw .^ ST = sl I w rx: T S=r sT m 7C uTx[=s 141 I S'.Pl 'I 3 lI, Il AJ g on 51 / y x—F�." sT s � 1 1 r kl r. ,E S IJ..I'T[I J it p Tr'` f•^TDeulw STi / �' // SS'• c' � a I .3:. S" �tlMo! � i s R s O+;`�,/' //'i :V'o , — FD ANN, TO 7 r T EARL •T �T�,.t ,tiia° n " + _' ! r .stara304fir ' ; 11S ttn ) We.s ,1„ • ;? S Q �Q T — tt SCALE 1' : 2000' WATER SYSTEM IMPROVEMENTS RENTON AIRPORT City of Renton Washington CITY OF RENTON ADDENDUM NO. 1 To the Contract Document for Water Project No. 804 TO ALL PLAN HOLDERS: You are hereby notified of the following addition to the contract for Water Project No. 804. We are adding plan sheets 1 , 2, end 3; Schedule of Prices; and the applicable Technical Provisions for Renton Airport Runway Undercrossing. All bidders shall acknowledge receipt and acceptance of this Addendum M1 by signing in the space provided in the "Schedule of Prices". Bids submitted without signed acknowledgement of this adOendum will be con- sidered invalid. Section 3 of the Special Provisions shall be modifies as follows: The City of Renton shall have the right to award the contract on the total amount of the contract for Water Project #804 and Addendum N1 or award the base bid and Addendum N1 separately. The City of Rentoi shall also have the right to delete Addendum *1 if funds are not available. ,gp,DENOUM NO. / I LakeI --- -4--- ------ --1------ --- � • TM— I I ♦ e 7M i I i s I TFa S h Z n k t O n i ;�• $ b F PROJECT LO C%PM TION-- - -- . - r Ir 14 pa[w aa• 1 s II 11 t n + It �, I 4 Q r>•.• s,� �££ � 1 It ?Ia •1. .s.s 0 ..Z. _ red•-. �'j' �en 0.1 .0 yea e • t � • .� �� Jw, F r� e , i eN�p•i .r �• jl, ueb het w. •\ r.r Y ' V ,a rrn r1T.0 P �� �� r 1 +tWw•• ylb �` f r ,S t• . a•w 4�Y � ♦ '1.r,'t,n ■3 � C2tw: _ 7 1 , •<},• li �•rMU• t 8 I • r err�!' yr• t KIM .' F tT .• r E4RLT( ;�j�i, t , r,i b j ... 1 e ������•`i e 1 .. Y t �S }=I i4" '_rn.sr stir rptt/t ' ; ' i1��1 lt» • t �1l,» • I51 t 11 111 4►..�.— SCALE 1 :2000t WATER SYSTEM IMPROVEMENTS RENTON AIRPORT City of Renton Washington INSTRUCTIONS TO BIDDERS 1 . Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk. Renton City Hall , until 2:30 o' clock p.m. , on the date specified ;n the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the pertormance of all work necessary for rnmpletion of that item as described in the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will gover.i. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Dire.tor of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal . Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will ' a returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award cortract. Should he fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall , upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work . 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 City of Renton Call for Bides WATER PROJECT NO. W - 804 WATER SYSTEM IMPROVEMENTS RENTON AIRPORT SOUTH EAST PERIMETER ROAD Sealed bids will be received until 2:30 p.m., Wed. May 29. 1985 at the City Clerk's office and will be opened and publicly read In the 4th floor conference roar, Renton k,iniclpal Building, 200 Mill Ave. South. The work to be performed within _j9 working days from the date of commencement under this contract shall Include, but not be limited to: Furnish and Install approximately 1142 Ilnial feet of 8", 10" and 12" ductlle iron water main, together with all required appurtenances, plug and abandon two 6" water mains, and remove valves and valve chamber, and complete restoration as set forth In the design drawings and specifications The City reserves the right to reject any and/or ail bids and to waive any and/or all Informalities. Approved plans and specifications and form of contract documents may be obtained at the Oubilc Works Department office at the Renton Mrniclpbl Building for a deposit of 1 35.00 each set plus S 5.n0 . to cover postage, if walled. The deposit will be refunded upon return of the Plans and Specifications in good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid pond In the amount of five percent (5%) of the total amount of each bid List accompany each bid. The City's Fair practices and Non-Discrimination Policies shall apply. c - � Maxine E. Motor City Clerk Published: Record Chronicle: May 3 8 10, 1965 Daily Journal of Commerce: May 8 d 15, 1985 CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLILR REGARDING EOUA: EMPLOYMENT OPPORTUNITY , 1 A ItiN Crt� U �� � (c �t�Ftr yl. . •, c f7 Name r co contractor O Kt a7ae INSTRUCTIONS This certification is required pursuant to Federal Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has Participated in any previous contract or subcontract subject to the equal opportunity thus.; and, if so, whet:wr 1t has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1960, amending a 'Fair Practices Policy," as implemented by an "Affirmative Action Program" therein amending the policy of the City of Renton to promote and afford equal treatment and service to all citizens and to assure equal employment opportunity based on ability and fitness to all persons regardless of race; creeds color ethnicity, national origin; sex; the presence of a non-job-related physical, sensory or mental handicap; sae or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in tv-`s shall affirm and subscribe to said practices and policies. The aforementioned provisions shall ne apply to contr%cts or subcontracts for standard commercial suppliers or raw materials or firms or ornanizations with less then eight employees or contracts of less than $10,000 business per anncsm with the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precentage of minority employment will be that percentage which is currently listed it •Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.10. This Program is available for review at the Municipal Br)lding. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate a.ainet any person in hiring, promoting, discharging, compen- sating or any other term or condition of employment, by reason of such person's status, reference the (11) categories listed in pare. 2 Aboit. Contractor further agrees that he will take affirmative and continuous action to insure full yompliance with such policy and program in all respect&; it being strictly understood and agreed that failure to comply with any of the terms of said provisions shall be and constitute ♦ material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will permit aeceen to his books, records a:;d accounts by the Ciry for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received ■ true and complete copy of the city's 'Fair Practices Policy." Cont--_t Identification Number CERTIFICATION BY: CONT T RACOR �!� Or SUBCONTRACTOR or SUPPLIER NAME: /lick.{/`r.1y V Us, ^,Ca, -_ ADDRESS: /1206 '1 IF! ,-�� rtJ�_ ,.� [. 1Lew�, WA sl'L'CYZ REPRESENTATIVES: ..r7 TITLE: _ t., -.-r PHONE: `1.37- 1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause; _Yea ,�&_No 2. Compliance r-ports were required to be filed in connection with such contract or subcontracts Yes No 3. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instructions: \,. Yes `No a. If answer to item 3 is "NO", please explain in detail on revers* side of this certification. CERTIFICATION: The information above is true and complete to the best of my knowledge and belief. 1\;...T.:,i U 6S1 Ct NI N ma an e o signer (please yps or print) � i signature �c. � `6"c.•.7 a Reviewed by City Authority: Elates Re", 1/31/83 i CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. i The bidder /Y , proposed subcontractor , hereby certifies that he has has not ,r , participated in a previous contract or subcontract subject to the' equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has , has not x , filed with the Joint Reporting Committee the Director the Office oMderal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. ComPanY: t TUT N t Deter S,�y��w Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 b( ) (1) , and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by tl'.e Director, office of Federal Contract Compliance, U.S. Department of Labor. 1, Rev. 4/B3 PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10 000 (OR $15 000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term "minority business" means a business at least fifty—one percent of which is owned by minority group members. Minority group members include, but are not Limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be Seemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION ��/ d',```, -( A',/,�— Certifies that: Name of Bidder (a) it (does)' (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WME (Name of Firm, Bid Item, Rnlulta of Contacts) 2. ❑ 3. y ❑ _ ❑ 4. ❑ ❑ 5. ❑ _— ❑ Mr./Ma. �1/44—cn .;) V3, has been designated as the liaison officet for the administration of the minority businesr enterprise program for this firm. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statemev.:: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Tian requiremerts because: "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: Title OR i _J b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date BY: Title t OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval 'jy the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and female- by job classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: _ Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. ` AIA,j 4 4, Company / A Date BY: Title Rev. 9/9/7S AFFIRMATIVE• ACTION FROGRAFI Manfred Duske Co. afire ; to the following plan in meeting it's equal opportunity obligation pursuant to Executive We. 11246, and Title VI and VII of the Civil Right Act or 1964. 1. _qual Employment ipportunity i'olicy Manfred Duske Co. 's policy a:aures that applicants will b • employed and will be treate durin employment, without regard to race, creed, color, enthicity, national origin, sex, the presence of a non-job- related physical, sensory or mental handicaps, age or marital status. This policy shall apply to every aspect of employment; upgrading; demotion; recruitment; layoff or termination; pay scales; and apprenticeship or on the job training. 2. Equal Employment Upportunity Officer Manfred Duske Co. hereby drsignatesManfred Duske, owner, as EEO Officer with full authority to administer and promote an active ; rogram of equal employment opportunity. 3• of Folic ADsamfnadunske o, personnel authorized to hire, supervise, promote, demote , and terminate emholyeen, who recommend such action, or are involved in any of these actions will be made fully cognizant of, and will implement Manfred Duske "O. 's policy rd contractual responsivilities. To insure the advice i ; carried out, the following minimum actione will be taken: 1) Meeting: of foremen, leadmen and personnel indicated in 3A above will be held perio;iically hot less than semi-annually and Manfred Duske Co. 's equal employment opportunity policy and it's implementation reviewed and explained. These meetings will be conducted by the EEO Officer. 2) All new foremen, I admen and personnel indicated in 3A above will be thoroughly indoctrinated by the Ito Officer covering Manfred Duske Co. 's equal employment opportunity obligations within thirty days following hiring in. 4. Recruitm-tit A. Any advertisements for employment in the n-wspaper shall include Manfred Duske Co. , an Equal Imployment Opportunity Dmployer", or recruitment for "employees will be by Affirmative Action order to the State Employment Security GomT.ission when a vacancy is to be filled b;; a minority group per:on. B) Manfred Duske Co, will encourage en loyees to refer minority group applicants, for employment in discussions regarding the procedure for such referral and by posting appro riate notes and bulletins on employee bulletin boards. 5• Fereonncl Actions A. All benefits., monrta•y and working conditions, w 1.1 be extended without regard to race, color, cre^d, etbnicity, national origin, sex, the presence of a non-job-relat- " physical, sensory or mental handicap, age or mari+gl :;tatus. The following actions shall be taken: 1) Periodic in_,pections of facilities will be made to insure non-discriminatory treatment of personnel. 2) are evaluation made to insure non-discriminatory wage practices. 3) Periodically review personnel actions for evidence of discriminati,n and take corrective action where indicated. 4) Investigate in full all complaints of alleged discriminatio■ and take appropriate action where indicated a nl inform all complainants of :venues of appeal . 6. Training and promotiun A. Hanfredd rhu:;ke Co.gill end-avor to locate, qualify, and increase the skills of minority group employe..: and applicants. R. Consistent with requirements sad as permitted within Federal and Ltate regulations,, Manfred Duske Co. will fully utilize training programs for the contractual ores and advise employees and applicats of there programs and their entrance requirements. C. A program of review of th- training am p emotion potential of minority group employees will be conducted and these employees encouraged to apply for same. 7. Unions Manfred Duake Co, will seek the cooperation of appropriate unions in increasing opportunities for minority vroups within t: - unions as follows:: A) Cooperage ith unions to d• velnpe joint training programs for the qualification of minority group m-mbers for membership in the unions said increasing skills for higher paying positions. B) Incorporate an equal employment opportunity clause into all union agreements to the end that -ach union will be contractually bound to refer applicants without regard to their rare, color, creed, ethnicity national origin, sex, th- presence of a non-,job-related physical, sensory or mental handicap, aR^ or marital status. C) 1f the union in unable or unwilling to refer minority group applicants as requested, Manfred Dusk- Co, will fill v&wancies on a EEO basis without regard to race, color, creed, ethnicity, national origin, sex, the presence of a non-job-related physical, sensory or mental handicap, age or marital status making, every effort to obtain persons in minority groups. 8. Manfre SubcontractCoing d I . will :strive to utilize minority group subcontractors or those with meaningful minority group per ons in their employment and use all effort to aa;ure such subcontractor compliance with their equal opportunity obligations. 9. Heortc and itecords A. Manfred us�k�o- will k-pp those records ■ucessary in determining compliance with it's equal opportuni y obligations. They will indicate: 1) Breakdown by workclassification on each city, Federal or Federally-assisted project or minority and ncn-minority group members employed. 2) the profress and efforts being made in cooperation with unions to increase minority group employment opportunities. 3) Manfred Duake Co. 's proFres, and efforts in locating, hiring, training, qualifying ind uprradiny minority group employees. 4) Manfred Duske Co. 'a progreus and efforts in securinE the service of thr subcontractors noted in paragraph 8 above. B. All such records will be retained for three years followiig contract completion and b made a ,ailable for inspection by Contract Compliance Division a: reasonable times. C. Manfred Duske Co. will submit periodical redorts on forms furnished by the Compliance Division of its employees and thos of its subcontractors if any D. Manfred Duske Co. will require in ev-ry subcontract of $10,000 or more a WRITTEN Affirmative Action program consisting all all require- meats herein or with such modification a is necessary to obligate the subcontractor to a program of Affirmative Action, copies of such program being retained at Manfred Uuske Co.'s office. {` 10. kioals Manfred Duske Co. has a very limited number of employees and low turnover rate. As such, a good faith effort will be made to hire minorities whenever vacancy occurs. City of Renton Combihed Affidavit d Certification Form, Non-Col luslon,Anf I-Trust, and Minimum tape (Won-Faderal Aid) NON-COLLUSIGN AFFIDAVIT Being duly sworn, deposes and says, that he Is the idsnticnl person who submitted the foregoing proposal or bid, and that such bid Is genuine and not an" or cof- lusivo or rude In the Interest or on behalf of any parson not therein nand, end further, that the deponent has not directly Induced or solicited env other Bidder on the foregoing work or equipment to put In a sham bid, or any other Person or corporation to refrain from bidding, and that deponent has not In any manner sought by collusion to secure to himself or to any other person any advantage over othar Bidder or Bidders, A10 CERTIFICATION RE, ASSIGNENT OF ANTI-TRUST C AINS TO PJICNASER Vendor and purchaser recognize that In actual economic practice overcharges resulting from anti-trust violations are I fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any end all claims for such ovrr- cherges as to goods and meforlals purchased In connection with this order or contract, except as to overcharges resulting from anti-trust violations com- mencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMA WAGE AFFIDAVIT FORM I, the undersigned, having been duly sworn, deposed, say and certify that In connection with t-o performance of the work of this project, 1 will pay each classification of laborer, workman, or mechanic employed In the performance of such work; not less then the prevailing rote of wage mar not less Than the minimum rate Of wags% as specified In the Principal coil aCtl that I have read the above and foregoing statement and certificate, know Inv contents thereof and the substance as set twin therein Is true to my knowledge and belief, FOR, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMA WAGE AFFIDAVIT fit•lA 1 t�cy woo of ProJacf --- Mari; Crec� U�c1 e (� Mar o/' dder c Ire ,��r•z �2f 1 � r�� a• ��. . Signature of Authorized Representative of Bidder Subscribed end sworn to before r on this day of Ig to64 y Puplie and for 1M state 01 sA1sAl}In'p�to, min I, Residing BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ 5 '�', which amo!+nt is not less than five Percent of the total bid. / Sign Here 1114 IJ The BID BOND Know All Man eyed Ouse rwnts: That we, MANFRED DUSKE CO. and JAMES A. BIGGAR as Principal , and FIDELITY & DEPOSIT COMPANY OF M.ARYLAND as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of FIVE PERCENT OF THE TOTAL AMOUNT BID -----(S 5'!' )-- Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for WATER PROJECT NO. 804 (RENTON AIRPORT) according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, incase of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 29th DAY OF MAY 1985 M fred DusiP DBA: MANFRED DUSKE CO. JAMES A. BIGGAR Principal FIDELITY & DEPOSIT COMPANY OF 11ARYLAND ��ure�t�y enn vi son, ttorney-in-7ect , 19 Received return of deposit in the sum of $ Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND wow Of FICF.GMYLVIO".MO KNOW ALL MEN BY THESE PRF9FNTS;That the FIDELITY ANTI DEINFSI F I:OMPANY Of MANY LAND,a corporation of the Stale of:farpland,by C. M. PECOT, JR. , Vice-president.and C. W. ROBBINS Assistant Secretary.or pursuance of authority granted by Article VL Section 2,of The Bylaws of said Company,which reads as follows: "The Chairman of she guard.or the Pendent.or am Eter'•rtta VirePre.o4ef,or any of the Avimor Vnc Premdrot.... VtrePresidents speerally authorized an to do by the Board of Durctor,or by the Earrutiye 4Mnemorv,.ha11 have power,by and wrth the,-,.ncur rero, of the Serrctary or anyone of the Assistant Secrttanes,m ateptunt Re.drnt Vice.Prnubnl.,Aomsrit Vote Fit..tdrm•and Attorney,,,fr.i A.the buxnrA.n(Ihr Compan, may require.or to author.,.any prr.on or portion,In execute on bthat(of the Company any I.,nd.. ..ndenakma..rrrngmesnrn, ,tipulat,om,pobaes.contracts.aarrvtRm..dais..and r•lemer and asstannwnt-.d,odgec.:enlA.,Mart..mnrtRaarA and smtrumeMun the nature of ,nortaageA, and to affi,the void al the l ompan, there,,,.' does hereby nominate constitute and appoint Glenn F. Davidson, Emily A. Hursh, Alvin L. Scherich and J. Bartell, all of Kent, Washington, EACH............. ......._� its true and lawfulagent and AttorneyimFacl,to make,eaecute,seal and deliver,for,and on its behalf as surety,andaa its act and deed: any and all bonds and undertakings....................I....... e execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Company aI its office in Baltimore, Md..in their own proper persons. This +r of attorney revokes that issued on behalf of Glenn F. Davidson, stal, datea, ;arch 16, 1984. The mid Assistant Secretary does hereby certify that the sforegoing n x true copy of Article VI. 2,of the By la,of o,d Corttpsm,and is nor on force IN W rfsiESS WHEREOF,trip said Vice-president and.Assistant Gcretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY.AND DEPOSIT COMPANY OF MARYLAND, this ........9th............ ......day of....................April......................... A.D. 1914. .. FIDELITY AND DEPOSIT COMPANY OF MARYLAND eATTEST: (�ter..••• ......_...................._.._................. .........._....... AY _ ....._........._...... ..._......................._.._.. Assistant Sacroiliac, Vice Preaidettl STATE OF MARYLAND CITY OF BALTIMORE On this 9th day of April .A . 19 84 ,before the+ub.cnbrr.a Note,,Public of the State of Maryland,in and(or the City of Baltimore,duly unmmissmned and qualified,came the above-named V,ce-Pre.dent and Assistant Se.•reur)of the FIDELITY AND DEPOAIT COMPAN Y Of MARYLAND,Io me prrsonsdly known tube the individual,and officers deunhed m and who esecmed the preceding irnuument. and tb"each acknowledged the esecunco of the..me,and bring by me dal y.worn,veyoally and...h fin himself depn..for sod nu,h.that they or, the avid officer,of Company aforesaid,and that I he seat affixed to I he preceding instrument to the Corporate Se.1 of ,,it Compm,,.oil that I he and Corporate Seal and their signatures as such officers were duly dltxed and suhsenbed to the.ssd inMrument I v the authority and d!rrcnon of the mid Corporation. IN TEsTIMoNY WHEREOF,I have hereunto.el my hand and affixed by Official Seat,of the City of Baltimore,the day and year first abo o wnnen. +NrA ry .. . ...........l. � ... ......... Notary P41icComm CERTIFICATE I,the undersigned. Assistant Servitar,v of the FIDELITY AND D[PO+!T CnMPANY Or MARYLAND.do hereby certify that the original Power of Attorneyof which theforegon iu vfull,tautandcorrect cope,is!nfull(orecandeffect on thedateofths.cw.firate.and I do fortherenfify thatthe Vice President rho executed the ,d Pnwer of Attorney was one of the additional Vice Presidents Apr<iatly suthon.rd by the Board of Duerton to appoint any Anorneym Fart as provided in Article VL Section 2 of the Br U.A of the Flown IN"OFF(-Ir C11,11,4" Of AIARtI AND This Certificau maybe.!fined by far„mde under and by anthnnt)of the(allow,ng resolwmn of the Board of Directors of the F.DELfn AND DrToslr COMrANY cr MARYt.A.VD at a meeting dui-called and held on she IAth day of/ulv. I960. RESOI vivo'That the fac,imle or mechanically reproduced ugn.+nue of any Ae,taan,Secretary of the C,,mpan y,whether made heretofore a hereafter,wherever aprwsr,.g p..a rcrnfitd-o y nFor y Power of anomry issued by the Company.shall be valid and binding upon five Company with the acme force and effect ar though manually allowed gyp IN TIMMONY WHEarAT,I have hereunto+ults:.bed my name and affixed the corporate aed of the mid Company,this.....2.9t.11....... day of............ . ........ 19. 85 i uam_ur 180-244= M.aF S.anan FOR YOUR PRO'rwrll 00K FOR THE F&D \VATE10IARK PROPOSAL TU THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certify_ that ,C- has examined the site of the proposed work and ha , � read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work. and hereby propose to undertake and complc,.e the work embraced in this improvement, or as much thereof as can be completed with V a money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Signature Address/tot. °'�.J•4 �J1. /4„� �scv� Names of Nembers of Partnership: OR Name of President of Corporation Name of Secretary of orporation Corporation Organized under the laws of With Main Office in State of Washington at RENTON AIRPORT SCHEDULE OF PRICES SOUTHEAST PERIMETER ROAD (Note: unit prices for all itemsW-,,%1 1 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 words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED RID UNIT PRICE AMOUNT NO. QUANTITY (unit Prices to be written in words) DOLLARS CTS. DOLLARS CTS. 1 . 602 L.F. 12" Ductile Iron Pipe Class 52 Tyton Joint $AWE n3u,4our- tn,-L a dolta.( 1. 4 a ) So01 E`I Per L.F. (Words) Fi gures 2. 25 L.F. 10" Ductile Iron Pipe Class 52 Tyton Joint $ ih�rt4 u ,�d .4u LIa�5 1c mo po Per L.p. 3. 515 L.F. 8" Ductile Iron Pipe Class 52 Tyton Joint $ �v( rS yS y71 S Per L.F. 4. 3 EACH 8" Gate Valve Assembly w/Cast Iron Valve Box $ vyr ��u.nd(cd fi 1.1 0!ln_r � 4so LV 3S0 0o Per Each 5. 1 EACH 10"Gate Valve Assembly w/Cast Iron Valve Box E_,�Ax hundfrd t r1 S o 0 Per Each 6. 1 EACH 12" Gate Valve Assembly w/Concrete Vault $ I Y ) t irf ( r 800 ou 1 'too (DOPer ach 7. 2 EACH Corey Type Fire Hydrant Assembly $f1 *n �1 --two . .50 d 1 rs 1,SbQ Sb 3 Ids OO Per Eac B. 1 EACH Reset Existing Fire Hydrant & Valve $ 5 .11. 1 Per ach 9. 6 C.Y. Furnish & Install Cement Concrete for Thrust Blocking E -LA4 a0ddf s So pp C)0 a Per C.Y. 10. L.S. Plug & Abandon 6" Waterma ins & Remove Concrete Vault $ W)AL- h an&(J 6100trs 90o Dv I QUA Job Per L.S. RENTON AIRPORT SCHEDULE OF PRICES SOUTHEAST PERIMETER ROAD W-804 (Note: Unit pri-es for all items, all extensions and total amount of bid n...s: be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT : 110E AMOUNT NO. QUANTITY Unit Prices to be writte:2in Words DOLLARS CTS. DOLLARS CTS. 11 . 10 C.Y. Bank Run Gravel for Backfill $_3 ll rs I 60 NO DO Per C.Y. (Words) figures 12. 45 TON Asphaltic Concrete Class B for Pavement Patching $ i I rs o LE) so nb Per on 13. 2 C.Y. Portland Cement Concrete for Pavement Patching 8 C.Y. iC 0 0 eo aC) p ,a Per 14. 20 TON 5/6" Crushed Rock for Pavement Sub Grade $_-}LL)CI0-C douiys / LL a4o eb Per Ton 15. L.S. Constructic i Staking $ eleocri hundred l l�o as 11 o� c�a Per Subtotal 37 a4 S9 8.1% Sales Tax a 711 )L TOTAL SCHEDULE OF PRICES RENTON AIRPORT UNDERCROSSING (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 words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOU14T NO. QUANTITY (Unit Prices to be written in words DOLLARS CTS. DOLLARS CTS. I . 173 L.F. 12" Ductile Iron Pipe Class 52 Tyton Joint $ i� r!a-Ihrea and . I'� 1ullurl 33 la 5�1arr 30 Per .F or s figures 2. R70 L.F. 16" Ductile Iron Pipe Class 57 Tyton Joint $ 11•1rt�. -{�,n w,d •nR do(la, _ 3 x 31 �1� FU Per 1. . 3. 1 EACH 12" Gate Valve Assembly with Concrete Vault $ ,Li hl[ 1� (cry a 00 OL _ l,8( -' vu Per ' ac 4. 230 L .F. Furnish 8 Install 30" Bored Crossing of Renton Municipal Airport Runway $ (vie hwj/(j- rued h, c ris- 60 4 1,d 0 oa Per L.F. 5. 3 C.Y. Furnish b Install CemenL Concrete for Thrust Blocking $_�i.( Iv LtC)U&r s _ A:.0 00 Per Lactf i 6. 180 TONS Asphalt Concrete Class "B" for Pavement Patching $ f �! h Iwu 111 . Js CIAL2 Sd �s I `Jos av Pe A 7. 800 TONS 5/8" Crushed Rock $ (a and , s a.Q{(ar 1f -S 1.a4o 6a Perer EacFi�— B. 20 L.F. Remove b Replace Curb 8 Gutter $ tLi, (Lars tU ou ou a� Per L. 9. 1217 L.F. 3" P.V.C. Telemetry Conduit Complete in Place $ one aiJ .yam dolbirs ) y ), IU`l (cS- Per . . I ADDENEUM 81 SCHEDULE OF PRICES (Rote: Unit prices for all items, all extensions and total amount of bid must be shown. Show w,it prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM J APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY unit Prices to be written _n words) DOLLARS CTS. DOLLARS CTS. 10. 6 EACH Conduit Pull Box )ltw(6 l3- " (*A-(. - I c (f 0 `J ubv n' 8 � — Per Each (Words) Figures) 11 . 1 EACH Corey Type Fire Hydrant Assembly Shu�L1c .� Per Eac �t Subtotal 8.1% Sales Tax YS TOTAL OF ADDENDUM 1 i I I SCHEDULE OF PRICES W-804 - RENTON AIRPORT Southeast Peri,,geter Road (Note. Unit prices for all items, all extensions and tote amunt of Did must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUAN'.'ITY fumt Prices to be written in words L-OLLARS CTS. DOLLARS CTS. THE ERSIGNED B11 DER HEREBY AGREES TO START CONSTRUC ION WORK 0 THIS PROJECT, I I AWARD HIM, NO IA ER THAN TEN (10) DAYS AFTER FINAL E ECUTION AN TO C LETE WITIIN WO KING DAYS AITER STARTING CONSTRUCTION. DATED T CAN THIS t ` DAY 0 /n• . 199, I ✓ AC1 NC EDGDt ENT OF CEIPT OF ADDENDA: i No. ATE NO ATE NO ATE SIGNED / I TITLE wN`� i NAME OF COMPANY IADDRESS CITY/STATE/ZIP Yej4 (v y 'c-f TELEPHONE 1/32 2i a`c� CITY OF RENTON STATE CONTRACTORS IBUSINESS LICENSE / — LICENSE I l l t r4 l Nc. I BOND TO THE CITY OF RENTON BOND NO. 9871874 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned Manfred Duske DBA: MANFRED DUSKE CO. and JAMES A. BIGGAR as principal , and FIDELITY & DEPOSIT COMPANY OF Y corporation organized and existing under the laws of the State of MARYLAN as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $ 159,317.93 *** for the payment of which sum on demand we bind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at KENT Washington, this 12'etf, day of 1985 Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for WATER PROJECT NO. W-804, RENTON AIRPORT S.E. PERIMETER ROAD WATER SYSTEM IMPROVEMENTS which contract is referred to herein and is made a part hereof as though attached hereto) , and WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said Manfred Duske DBA: MANFRED DUSKE CO. and JAMES A. BIGGAR shall faithfully perform all of the provisions of said contract in t1a manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal , or any subcontractor ;r the per- formance of said work, and shall Indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specifl.d in said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. Manfred Duske �DBA: MANFRED DU E CO. and JAMES IA. BIGGAR By e. a asks, OwnerV James Biggar, in iv . airy IDE I Y & DEPOSI COMPANY OF MARYLAND Revised: 8/16/83 By. `e enn F. Dav' son, Attorney-in-fact Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND NoMf Off ICf &M1IMpaf MD KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND I)tPoSIT 1 OMPANY OF MAR I.AN D,a corporal on of the State of Maryland,by C. M. PECOT, JR. V',rr-President,and C. W. ROBBINS Assistant Secretary.in pursuance of suthon,y granted by.Are de VI,SPrtion 2,o(Ihe By-lAws of said Company,which reads as follows: "The Chatrmot of the Board,or he Prr•drnl.u.oar, Earutivr 11re1'residrnt,or any of the Snmr Vve YrrwdenA sir Vice Presidents .penally whootedso Iodoby the Bondof Dvecmr•ur by the Esecutrv,GommrNc.hall havepower.byand with the,on,runennofthe Se .wry or my one of the As...I.nl Secrelanes,In app,nnl Resident Vve President•, Aa.un11\re PrcodrnW and Atinrneya,n Fan .the business aloha Comp.nv may req..r, or Io auhonrr anv perann sir person•h,eseruir m,behalf of the I.ompanv anv bond., underta_rots,...ogmasnrv,, •npulal Qom.polvm,roMncts•aRrrementa,deal.,sort r•lean and aavgnnenn.d r,dger:ew•.decree,,mortgages and m•truments in the nature of mortgages. . and to dfia the seal of the Coogan, tivrelo' does hereby nominate constitute and appoint Glenn F. Davidson, Emily A. Hursh, Alvin L. Scherich and J. Bartell, all of Kent, Washington, EACH....... ....... I s rue an aw u agent and AttorneytimFart.to make,exec of P.seal and deli yet,for,and on its behalf as surety,and as Its art and deed: any and all bonds and undertakings...... .. .. ..... .. ... ..XF2 •• y... t e execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company,as fully and amply,to all intent}and purposes,a;if they had been duly executed and acknowledged by the regularly elected officers of the Company at its office in Baltimore. Md., in their own proper persons. This power of attorney revokes that issued on behalf of Glenn F. Davidson, etal, dated, March 16, 1984. The sod Assistant Secrrary does hereby certify that the afore foong Is a true copy of Article VI,4clion 2,of the Bydiw a of not Company,and is nor in force IN WITNESS WHEREOF,the said Vice-President and Assistant Secretsry have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT --JMPANY OF MAR)LAND. this ...... ..............day of.....................AP A.D. 19.84.... FIDELITY AND DEPOSIT COMPANY OF MARYLAND ATTEST: Q wax � e By .... ......._._. ........ . ...................................................... Vuw,FYeadma �"'•.••• Assommr Secretary STATE OF MARYLAND 1 CITY or BALTIMORE a on his 9th day of April .A.D.19 84 .before he.ub.cnber,s Nor.,,Pubhc of he State of Maryland,in and for the City of Baltimore,duly commissioned and qualified,came the abovenarned Vice President.ndM rry A. ,Iant Secre of the Flown AND DENAITCOMP,IT Or M NYLAN0,mme personally known tobe the individuals ud officer,described in and who executed the preceding instrument, and ihedr each ackno.ledged the execution of the sr me.and being by me duly sworn,severity and rch for to,self depo.elh and Both.that they are the enio said Corporrate Seal and theirin inure,a such office,,",,dod..nd hot the seat uly affixed axed to the nd ulascnbed totlhemodmsuument borate y lhe.uthodat of aid ty and dire tion efahe yid Corporation , IN TEsY1MON Y WHEREOF,I have hereunto rot my hand and affixed by Official Seal,at the City of Baltimore,the dry.nd year first abo a."nen. ............... Notary Pa(�I,c Comm, to xpires..JUlY... CERTIFICATE 1,the undeni6ned, Assistant Secretary of the FIDELITY AND DEPOSIT C(,MPANY OF MARYLAND,do hereby rectify that the original Power of Attorney of which the(oregm 'o a full,true and correct copy.oinfull force and effect on the dateof this rerhfinte,and l do further certify that the appoint any An ne In Fact a provided m Ar of ticle VI.Sectioney n 2 ofe of hedchnonal Vice Presidents BydAws of the FIiDFLl TY AND DlE POSIT COM�MYYthe the YLAND Directors to PPe r , P This Certifier may be signed by faromde under and by authority of the followtn rwlW ion of the Bard of Director of the FIDELITY AND DRos1T COMPANY of MARYU m ND at a inserting duly called and held on he 161h day of fu�y,1969, RMLvW r"That the fasimde or mechanically reproduced signature of any Assistant Secretary of the Company.whether made heretofore or he,esfter,wherever appearing upon a certified copy of any enwer of attorney ioued by the Company,shall be valid and binding upon tbe Company with the same force and effect as though manually affixed 2 IN TESTIMONY WHEaLor 1 have hereunto,ubacobed my name and affixed he corporate seal of the sad &tjl....... day Company,this..... . . of..........JUNE.............................. . w_85 2.�. ........................... ...................... Sao u. •-tit 180-2442 m FOR YOUR PROTECTION LOOK FOR T111'. F&I) \\'A'1'1?RJIARK ,t�'�" o� Application for General Business License Er"' NEW (. RENEWED Wa.State business Renton Business Wa.Excise Tax No.//}C))jOp_%JU// 11\l'/Z License no. MANFRDI IWWL ��fI99Licennse No. Business Name /'/Anl TfCd UVJJ t Ce . Owner Nam* ..77///O/ N t c( 1 UJ,,ff�! a Location kCNT- Address e[ywB6 lsj,c+ AT fL Business Phone ��'1 73 5_' Owner Phone �%.1 - .� SU Mailing Address �l�z 01e /932 �o- Jt emergency Newsee and Phone Numbers /lo. j 1J4 9SI0 /C.-. l r at D, 99 er< Phe 2 D4A y i.L7 pht •'- i Business Type— Check all items that apply — Describe type of business-- Home business Sales U'V240UWG U 'I'' '11$ Office Service X_ Contractor Industry-Manufacture l --__ Hotel/Mote1 Institution-Education Date Business Opened i (Attach form F-I for CCMMERCIALLY ZONED BUSINESS INSIDE CITY LSNTS ra form F-2 for HOME BUSIM88 LOCATED IMSM CITY LMTS) IInsert below the total number of employees (including owners) , the license fee, penalty, if any, and the total fee due. Businesses outside the City Limits, count only those employees working in the City. i 3enalty fee schedule for failure to pay License fee withi. thirty (30) days of date due is 59 of the License fee for the first month and an additional 59 for each succeeding month, not to exceed 25%. RATE BASIC FEE No. EMPLOYEES LICENSE FEE PENALTY TOTAL FEE A. 1 through 5 Employees $ 40.00 B. 6 through 10 Employees 60.00 C. 11 through 20 Employees 120.00 D. 21 through 100 Employees 240.00+ CITY 0_..R RgHTON plus $5.00 per employee P A I D over 21 in number E. 101 through 200 Employees 640.00+ 5 plus per employee 101 i over 101 n number 5- =V _ r. 201 or more Employees 500.00+ plus $3.00 per employee over 201 in number 1 ..areby certify that the statesents and inforwtion furnished by we on this application are true and complete, to the beat of my knovled9a. I ,I" ackn l.dge that the at-tweents and inforawtion furnished by we on this application are public records and are available for pubils As- spection pirsuant to State of Washington t1CV 42-11-260. \) nature /.: T"n /Lr.�...^ Title wore a. v ' City of Renton License Division ' m urn Completed Application to: 20C Mill Avenue South Renton, Washington 99055 235-2605 r t OFFICE USE ONLY . �t . . ,gip / f 11 11/el 6/P City SIL Mount Wov Paid Date t; avildin9 oept. Fire Dept. M. of puD.11erb DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CONST CON1 SENERAL REGISTRATION NUMEEqE%gMTOq DATE LCC f6INC01 MANFRDC107/03/86 STATE OF WASHINGTON MANFRED OLSKE CO' 24206— 183AD AVE SE KENT WA 98042 uaxsulE-ul T MOM AMI AND AUDRF SS OF AG(All - _ COMPANIES AFFORDING COVERAGES BELL ANDERSON AGENCY INCmy - PO BOX 5669 CpMPtE ITEP A TRANSAMERICA Kent, Wa. 98064 f.OMPANr I[TT(R "AMr AMP AVfIiR-F7 Ix INSIMIP xaPANY C LFII[R MANFRED DUSKE DBA 14ANFRED DUSKE CO ..MPANy D 24206 183rd SE if"ER - Kent, Wa. 98042 COpwArrr E t[TTER This 1s to Frndy at picies of Insunime listed*I"*he"been,ssuud to the insIned named abirnt arld are In tone st Inns nine Norwithstanding eny reeppui.ertlenl,term or conrNtio. of any contract or otho document with respect to which R's cer"kah may be Issued a may pertain."Fa imurence affarded by the Polk deMnMl herein is subject to all the hurls,udidions wid conditions of such policies. im h ollTabTlr le fFd IN POLICY OPARY [ACIt 1'/IR eI INSIJOANCf pOLYNIIMRFR [%PIRATgN tlA1[ AGr.Ref At( LETTER DCCIIRR[NC[ BE LIABILITY IIOMLY INJURY s + ®COMPPFwE m FORM ®rRr MISTS OPERATIONS PROMRTYDAMAG( ©f%PLOSION AND CIal APS[ 250 Ded ctible N"ARD 0UNMROBOUNDHAZARD 19266270 1-03-86 PQOO I IS.COMRETED DOOR Y"'JURY AND .-n OPERATIONS HAZARD r�Y CONTRACTUAL INSURANCE PNO +COMBED + 1 y BROAD FORM PROPERTY COMBINED 500 500 �n DAAA �INOFPENMNt CONTRACtORS MRSONM INJURY PERSONA, INJIIW + 500 AUTOMOBILE LIABILITY (thl" INJURYB DIL PERJURY I; [APDMPRI LIE NSIVi IORM BODILY INJURY s TEACH ACCIDENT) ®OwNTD PRDMRIV DAMAG[ s �HIRI D „ N 11 DOOR Y INJURY AND ®NON OARED PROPERTY DAMARI + 5OO _ COa':..NRU J EXCESS LIABILITY — acolty"'IRD,AND II 11 5,D00 + 5aD00 EAEE UMBREI.IA FORM PROP[Riv LIAMAOE + o olf P THAN UMOR(LLA COMBINER loPM_ ___ _ --- WORI(ERS'COMPENSATION and + EMPLOYERS'LIABILTY -- _ nNRAc<wlNn OTHER -- _-- -__--- )ESCFRPTIIm OF OPFRATI0N5'tT(:ATIONSNf NITI(5 WATER PROJECT NO W-804 RENTON AIRPORT SE PERIMETER RD WATER SYSTEM IMPROVEMENT CencelleUon: Should any of the above described policies be cancelled before the expiration date thereof. the t%suing com pany will*udeauDa-te mail _30 days written notice to the below named certificate holder.450-49lit"+t nyLsucb.naticestialLiruwsec�labL¢atiwt.orJwbiluVnLaax.Woduuuu�E,^P^•^pa+,y NAME AND ADORFSS OF Q RI R ICATF IIDIDF R 6-28-85 PATE ISSUED CITY OF RENTON % David Tibbot 2000 Mil Ave. So. A,I (WI RF PRESENT NE Renton, Wa_ 9PO55 ACORD 2541 79) -. i - S.F. FORM - FORM 199-EZ (Nov. 1957) ENDORSEMENT e.na o<Nro.o wilt.wo. wnwa oT lNmnn Nca co.r.Nr •No ro•NINo ••Lr". NS1�A�R�_I.f�SlISBILCE.CO—._— I • ao e IINfVn CO'L NnYa O -�1ANEB�IZQlISKE�@a NCI NFR�D D�1$KE�Q---- Y.1._Y._.nr.,l .fe YLO COMY!NCLY[NT Or rOUCY - Lk.111LLT10N Or MIICV [r ILCTIVL cat O' YLMT 7-03-85 7-03-86 7-63-85 •YC INT O. OlO nnTL YEW nnTL 11001110N\L.nLY1VY •L_VNn.O[MIVY n[f 9" IT IS HEREBY UNDERSTOOD ANDAGREED THAT THE. Y •F .e i� . �s� h?oc <iC�F� i4 O`oo o' el`o cC s5 CORRECTED OR CHANGED TO READ AS FOLLO\\5 IT IS UNDERSTOOD AN AGREED THAT THE PERSONS INSURED PROVISION IS AMENDED i TO INCLUDE AS AN ADDITIONAL INSURED THE PERSON OR ORGANIZATION NAMED BELOW, BUT ONLY WITH RESPECT TO LIABILITY: CiTY OF RENTON WITH RESPECT TO WATER PROJECT NO W-804 Renton Airport SE Perimeter Rd, Water System Improvement. i 'Consent bY......._....................._.......... irwel.................-........... ._.___ I *Consent by-....................._...... .. ...................._............._._............ - I Maq[�e•r hre• , 6Not wired unless policy is reduced or restricted by this endorsement. Iof7 CONTRACTS OTHER THAN FEDERAL-AID FHWA (� n THIS AGREEMENT, made and entered into this day of by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY and MANFRED DUSKE CC). hereinafter referred to as "CONTRACTOR." WITNESSETH: 1 ) The Contractor shall within the time stipulated, (to-wit: within 35 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. W-804 for improvement by construction and installation of: Approximately 1142 lineal feet of 8% 10" and 12" Ductile iron Water Main together with all required appurtenances. All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having ,jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machin"s, tools, equipment and services shall be furnished 2of 7 Contracts Other Than Federal-Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the acce)tar.ce of the Contractor's bid and signins of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps 4 Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, cr fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev. 4/83 Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days s after the serving of such notice, such siolation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take of and utilize in compicting said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Federal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same f,am and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal Injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or it any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured for use in the performance of the Contract, ....A uding its use by the City, unless otherwise specifically provided for in this Contract. In the event the City shall , without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions ono agreements hereunder. 6) Any notice from one party to time other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such 5 of 1 Contracts Other Than Federal-Aid FHNP. notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, certified or registered mail . 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 35 working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of $21C,00 (See 1-08.9) as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1 ) year from the date of fin%l acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after diFcovery thereof, and Contractor shall be 6of 7 Contracts Other Than Federal-Aid FHWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules, of quantities and costs, progress schedules, pay- rolls, reports, estimates, record: and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the f.)ll amount of the Contract price as specified in Paragraph 11 . The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11 ) The total amount of this fontract is the sum of One Hundred Fifty-Nine Thousand 1hr a Hundred Seventeen and 94/100-------. which includes Washington State Sales Tax. Peyments will be made to Contractor as specified in the "Special Provisions" of this Contract. Rev. 4/83 Contracts Other Than Federal-Aid FHWA 7 of 7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON 21 A ( �'_ ,_ Press nt rtner ner —Mayor ATTEST: ecretarrMy City Clerk d/b/a 19&'j4f to l u 0ce_ Co irm Name Individual ✓ Partner0 ip Corporation A Corporation State o7—incorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a Dart of the contract document. If business is a FARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. CONTRACTOR/SUBCONTRACTOR U�,r}( G� REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT ♦ ,} . Month: Year: To be submitted to the City's project Goals and Timetables as committed Engineer during the 1st week of following N,T,p in Contractor's Affirmative month while contract is in progress. Prime Action Plan % Contractor is responsible for obtaining and —" submitting all Subcontractor Reports. or per City's Plan _ 9.1 _% To: (Name and location of Compliance Agency Wept.) From: (Nase and location of contractor) This -eport is required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. 1 . 2. 3. a. 5. b. mino- Total otal Mork Hours of Employment (See footnote) city number umber of of Clsaai a• • • c• • a. • e. • w/h of minors Employ. f sea- His- Amer. Asian/ Total io tsl Company's Name (I.D. ) Trade dons Tots Black ie.. mer. Asia / Tot /h Employ- see p Islend ale x ees C VTrA Tr A Tr A Tt C Tr An Tr r An Tr 7. Company Offici►1'a lgnature and Mle Date Signed 9. Telephone Fumber (Include Area Code) Rev. 11/77 (*Males i Females, **Minorities G Non-minorities) page Of 7/80 (Submittal Requirements 6 City's Goals/Timetables) -- INSTRUCTIONS FOR FILING EMPLOYNIDT UTILIZATION REPORT (CITY OF RENTON) The Employment Utilization Report is to be completed by each subject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory Compliance Agency . . . . . . . . . . City of Renton (administering department) `Conti.ictor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all employees in each classification; the total number of hours worked by each *minority group in each classification and the total work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftworker - Qualified, Ap a Apprentice, Tr - Trainee). 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-h urs worked of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number of Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. 6. Total Number of Employees . . . . Number of all employees working in contractor's aggregate work force during reporting period. * Minority is defined as including Blacks, Hispanics, American Indians and Asian and Pacif' , Islanders - both men and women. tlWT-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBPUARY 20, 1989 OCCUPATION: FLAGGFRS LOCATION: CHELAN. CLALLAM, DOUGLAS , GRAYS HARBOR, ISLAND. JEFFERSON, KING, KITSAP, K11717AS. LEWIS. MASON , PACIFIC. PIERCE, SKAGIT , SNOHOMISH, THURSTON, WHA7COM AND YAKIMA COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 S/HP. WAGE RATES OCCUPATION OCCUPATION STATE CODE DFSCRIP710N RATE 260-0010 FLAGGER 10.7E CITY OF REM70N WATERIIAIN INSTALLATION PROJECT W-790 PAGE I HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 19E5 OCCUPATION: LABORERS (SEWER L WATER LINE CONSTRUCTION) LOCATION: CLALLAM, GRAYS HARBOR , ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EKTENOED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT# SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1 .75 S/HR. PENSION 1.55 $/HP. TDTAL HOURLY BENEFITS 3.43 $/HR. TRAINING FUND .13 S/HR. WAGE PATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 360-0010 GENERAL LABORER 13.80 36D-0020 PIPELAYER 14.14 360-0030 TOPMAN 14 .26 CITY OF RENTON WATFRMAIN INSTALLATION PROJECT W-790 PAGE 2 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FENRUARY 10, 1965 OCCJPATION: POWER FOU1PMENT OPERATORS (SEWER E WATER CONSTRUCTION) LOCATION: CHELAN, CLALLAM , DOUGLAS (THAT PORTION WHICH LIES WEST OF THE 120TH MERIDIAN) , GF.AYS HARBOR, ISLAND, JEFFERSON , KING, KITSAP, KITIITAS, LEWIS, MASON, PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED NEST TO THE PACIFIC OCEAN) PIERCE , SKAGI79 SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFAPE 1 .95 $/HR. PENSION 2.00 SiHR . TRAINING FUND .21 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE COOf DESCRIPTION RATE GROUP T 580-0040 BACK FILLER 16.92 580-0030 BACKHOE (780 CASE TYPE AND LARGER WITH 16.92 177ACHMENTS) 580-0100 CLAM 16.92 580-0120 CRANE 16.92 580-0130 017CHING MACHINE 16.92 500-0150 DOZER (ALL CAT, TYPE D-3 AND LARGER) 16.92 580-0160 DRAGLINE 16.92 580-0190 FRONT-ENO LOADER (?YDS. AND OVER) 16.92 580-0210 MECHANIC 16.92 5RO-0220 MECHANIC WELDER 16.92 SSO-0240 MOTOR GRADER 16.92 580-0310 SCREED 16.92 580-0330 SHOVEL 0 YOS. AND UNDER) 16.92 580-0350 SIDE BOOM (ALL CAT , TYPE D-3 AND LARGER) 16.92 GROUP 2 580-0020 BACKHOE (680 CASE TYPE AND SMALLER WITH 16.425 ATIACHMENTS) 580-0050 BENDING MACHINE 16.425 580-0060 BOOM TRUCK (STATIONARY ) 16.425 580-0070 BORING MACHINE 16.425 CITY OF RENTON WATERMAIN INSTALLA71ON PROJECT W-790 PAGE • HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 1925 OCCUPATION: POWER EQUIPMENT OPERATORS (SEWER L WATER CONSTRUCTION) LOCATION: CHELAN, CLALLAM. DOUGLAS (THAT PORTION WHICH LIES WEST OF THE I20Tm MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS* LEWIS, MASONS PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC OCEAN) PIERCE. SKAGITP SNOHOMISH• THURSTON, WMATCOM AND YAKIMA COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 2 580-0090 COMPACTORS 16.42S SOO-0140 F)OZER (ANY TYPE SMALLER THAN CAT 0-3) 16.4t5 SSO-0170 DRILLS (LEROI TYPE ) 16.425 580-0180 FRONT-FND LOADER (UNDER 2 YD. ) 16.425 500-0200 GIN TRUCK 16.425 '90-0230 MECHANICAL GREASER (LARGE GREASE TRUCK) 16.425 P80-0270 PAVING MACHINES 16.425 500-0280 POT FIREMAN fENGINE OPERATED ABOVE 3 BEL. ) 16.425 580-0300 ROLLERS 16.425 580-0320 SERVICE PLOW 16.425 560-0340 SIDE BOOM (ANT TYPE SMALLER THAN CAT D-3) 16.425 580-0360 TRACTAIR 16.425 500-0380 WELL POINT SYSTEM 16.425 GROUP 3 580-0010 AIR COMPRESSOR 14.46 580-0080 CHAIN TYPE DITCHER (DITCH WITCH) 14.46 580-0110 CONCRETE SAW 14.46 580-0260 OIL-GREASE: 14.46 550-0250 01LER 14.46 580-0290 PUMP 14.46 590-0310 WELDING MACHINE 14.46 CITY OF RENTON MATERMAIN INSTALLATION PROJECT W-790 PAGE 5 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 209 19N5 OCCUPATION: POWER EQUIPMENT OPERATORS (SEWER C WATER CONSTRUCTION) LOCATION: CHELAN, CLALLAM , DOUGLAS (THAT PORTION WHICH LIES NEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KIISAP, KIITITAS, LEWIS, MASON, PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC OCEAN) PIERCE, SKAGIT , SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES. OTHER 500-9910 STATE: OVERTIME-ALL WORK PERFORMED 1N EXCESS OF B HOURS OEP DAY OR 40 HOURS PER WEEK AND ALL WORK PERFORMED ON SATURDAYS (EXCEPT MAKE- UP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL WORK PERFORMED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. CITY OF RENTON WATERMAIM INIIALLATION PROJECT W-790 PAGE 6 MNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20v 1965 OCCUPATION: SURVEYORS -LOCATION: CLOLLAM, GRAYS HARBOR, ISLAND* JEF E RSONP KING* KITSAP, LEWIS. MASON* PACIFICv PIERCES SKAGITv SNOHOMISM9 THURSTON AND WHA7COM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF 1 .50 $/MR. TOTAL HOURLY BENEFIT - INSTRUMENT 1 .00 $/MR. PERSON TOTAL HOURLY BENEFIT - CHAIN PERSON .70 $/MR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 720-0010 CHAIN PERSON 0.25 720-0040 INSTRUMENT PERSON (JUNIOR ENGINEER) 11.00 72f.-0070 PARTY CHIEF (ASSISTANT ENGINEER) 11.50 CITY OF REM70N WATERMAIN INSTALLATION PRUJECT W-790 PAGE 13 i el OF RED o PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING e 235-2631 o $ MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 .90 1 09,TE0 SEP'IE�'I'e�Q^ BARBARA Y. SHINPOCH MAYOR DATE: July 18, 1985 10: Manfred Duskie FROM: Ron Olsen SUBJECT: W804 AIRPORT WATER IMPROVEMENTS CHANGED CONDITIONS It is agreed that the existence of a greatly enlarge cement concrete apron under the �,r ' alt apron on the west side of the runway is a chang- ed condition and .ne extra work required shall be handled as "Force Account" per Section 1-09.6 of the Standard Specifications. The amounts changed will be allowed only for one "Hydra-Hammer", one operator and one laborer toget' ,r with a dump truck dnd driver to dispose of the broken concr 'e. These items will not be paid for while being used to remove that portion of the concrete apron shown on the plans. ` I w Ron Olson Utility Engineering RO: c HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 1985 OCCUPATION: TEAMSTERS LOCATION: CLALL►M, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP , KITTITAS , LEWIS, MASON, PACIFIC (NGRTH OF THE WAHKIAKUM COUNTY *'DRTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , FIERCE , SKAGIT, SNOHOMISH, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 12OTM MERIDIAN: CHELAN AND i,DUGLAS COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1 .89 $/HR. PENSION 1 .75 S/t" . WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 1 730-0690 LEVER-IAN AND LOADERS AT BUNKERS AND 17.06 BATCH PLANTS 730-1200 SWAMPER 17.06 730-leIO WAREHOUSEMAN AND CHECKERS 17.06 GROUP 2 730-1300 TEAM DRIVER 17.11 GROUP 3 730-0110 PULL LIFTS , OR SIMILAR EQUIPMENT USED IN 17.16 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ►1N JOB S1TES:WAREHOUSING 730-0140 BUS OR FMPLOYEEMAUL 17.16 730-0200 DUMPSTFRS, ANT' SIMILAR EGUIPMENT:TOURNO- 17.16 ROCKERS, TOURNOWAGOFi, TOURNOTRAILER, CAT DW SERIFS , TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUC,10, TWO AND FOUR-WhEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISVICTION:OUMP TRUCKS, SIDE , ENO ANC BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THFREOF :UP TO AND INCLUDING 5 YARDS CITY OF RENTDN WATERMAIN INSTALLATION PROJECT W-790 PACE I♦ ri1 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20 . 19Y.F OCCUPATION: TEAMSTERS LOCATION: CLALLAH, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITIITAS, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM CUUNTY NORTHERN BOUN"ARY EXIENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE . SKAGIT, SNOHOMISH, THURSTOA, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING NEST OF THE 12DTH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RAZES OCCUPA710N OCCUPATION STATE CODE DESCRIPTION RATE GROUP 3 730-0460 FLAHERTY SPREADER 17.16 730-0610 FUEL TRUCK, GREASE TRUCK , GREASER , BATTERY 17.16 SERVIrE MAN AND/OR TIRE SERVICE MA*, 730-1100 Sf RS TRUCK 17.16 730-1350 Tl JR , SMALL RUBBER—TIRED (WHEN USED WITHIN 17.16 TEAMSTER JURISDICTIFN) 733-1750 VACUUM TRUCK 17.16 730-2000 WATER WAGON AND TANK TRUCK : 'T TO 1600 17.16 GALLONS 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.16 73C-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT 17. 16 GROUP 4 730-0500 FLAZ,cD TRUCK , DUAL REAR AXLE 17.27 GROUP 5 730-0080 BUGGYMOBILE AND SIMILAR 33 730-0670 HYSTER OPERATORS (HAULING BULK LOOSE 17.;3 AGGREGATES) 730-1190 STRACDLE CARRIER CROSS, HYSTER AN: SIMILAR) 17.33 730-2010 WATER. WAGON AND TANK TRUCK: 1600 GALLONS 1703 TO 30DO GALLONS GROUP 6 730-1500 TRANSIT—MIX, 0 TO AND INCLUDING 4.5 YDS. 17.37 CITY OF RENTON WA7ERMAIN INSTALLATION PROJECT W-790 PAGE 15 HWY-R323i0-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 1965 OCCUPW ON: TEAMSTERS LOCATION: CLALLAM, GRAYS HAPRnR. ISLAND, JFFFERSON, KING, KITSAP, K177ITAS, LEWIS, MASON, PAC1F1_ (NORTH OF THE WAHKIAKUM COUNTY NORTHERN POUNDARY EXTFNDEb DUE REST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT, SNOHOMISH, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 7 730-0210 DUMPSTERS, AND SIMILAR EOUIPMENT:TOURNO- 17.38 ROCKERS, TOUPNOWAGON, TOUPNOTRAILER, CAT DW SERIES , TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOP WTH TPnILFR AND SIMILAR TUP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WOPK IN TEAMSTER ,##JRISUICTION:DUMP TRUCKS . SIDE , ENrl AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS 10 AND INCL. 12 YARDS 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.38 EQUIPMENT 730-0710 LOWPED AND HEAVY DUTY TRAILER: UNDER 50 17.38 TONS GROSS 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 17.3E 730-1140 SLURRY TRUCK DRIVER 17.38 730-1160 SNO-GO AND SIMILAR EQUIPMENT 17.38 730-221f) WINCH TRUCK: DUAL REAR AXLE 17.38 GROUP 8 CITY OF RENTON WAIERMAIN INSTALLATION PROJECT W-790 PAGE 16 MNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 1965 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JFFFERSUN, KING, KIISAP , KIIIITAS, LEWIS, MASON, PACIFIC (MIRTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT, SNDMOMISH, YHURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AMD DOUGLAS COUNTIES, WAGE RATES ❑CCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP B 730-0220 DUMPSTFRS, ANU SIMILAR EOUIPMEN7:7OURNO- 17.44 ROCKERS, TVURNOWAGON, TOURNOTRAILER , CAI OW SERIES , TERRA COBRA . LETDURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID* TWO AND FOUR-WHEELED POWER TRACTOR WTM TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :OVER 12 YARDS TO AND INCL . 16 YARDS GROUP 9 730-0100 BULK CFMENT TANKER 17.49 730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.49 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES , TERRA COBRA , LETDURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID* TWO AND FOUR-WHEELED POWER TRACTOR WIN TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS , SIDE , END AND BOTTOM DU'.? , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UVER 16 YARDS TO AND INCL. 20 YARDS 7JO-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.49 GROUP 10 CITY OF RENTON WATERMAIN INSTALLATION PROJECT W-790 PAGE 17 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 20, 19H5 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITA! , LEWIS, MASON, PACIFIC (NOR71 OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT , SNOHOMISH, THURSTON, WHATLOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING NEST OF THE 1201H MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 10 730-0120 BULL LIFTS , OR SIMILARY EQUIPMENT USED IN 17.51 LDAD M, OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB S1TES:OTHER THAN WAREHOUSING GROUP 11 730-1510 1RANSIT-MiX USED EXCLUSIVELY IN HEAVY 17.54 CONSTR . IOVFR 4 YDS. TO AND INCL. 6 YDS. ) GROUP 12 730-0010 A-FRAME OR HYCRALIFT TRUCKS OR SIMILAR 17.64 EQUIPMENT WHEN A-FRAME OF HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE GROUP 13 730-0240 OUMPSTFPS, ANC SIMILAR EQUIPMENT:TOURNO- 17.66 ROCKERS, IOURNOWAGON, TOURNOTRAILER, CAT ON SERIES , TERRA COBRA , LEIOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID , TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT IRAN! 'ORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE , END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :OVER 20 YARDS 10 AND INCL. 30 YARDS 730-0720 LOWBED AND HEAVY DUTY TRAILER: OVER 50 TONS 17.66 GROSS TO AND INCLUDING 100 TONS GROSS CITY OF RFNTON WATERMAIN INSTALLATION PROJECT 1+-790 PAGE 1P HWY-R?2320-AA PREVAILING MINIMUM HOURLY WAGF RATES FEBRUARY 20, 1985 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARPOR, ISLAND, JEFFERSON, KING, KIISAP, KITTI7AS , LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY FXTFNDED CUE WEST TO THE PACIFIC OCEAN) , PIERCE • SKAGIT♦ SNOH3MISH, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 14 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.70 CONSTR.:OVER 6 YDS. TO AND INCL. 8 YOS. GROUP 15 730-0250 DUMPSTFRS, AND SIMILAR EOUIPMENT:TOURNO- 17.82 ROCKFRS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES , TERRA COBRA , LE70URNEAUP WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICT ION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREDF :OVER 30 YDS . TO AND INCL . 40 IDS. 730-0730 LOWBED AND HEAVY DUTY TRAILER: 04i=R 100 17.87 TONS GROSS GROUP 16 730-1530 TRANSI7-MIX USED EXCLUSIVELY IN HFAIY 17.66 CONSTR .:OVER 8 YDS. 70 AND INCL. 10 YDS. CITY OF RENTUN WATERMAIN INSTALLATION PROJECT W-790 PAGE 19 1- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 209 19L'5 OCCUPATION: TEAMSTERS t-OCAIION' CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING* KITSAP, KITI1TASr LEWIS, MASON* PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE , SKAGIT , SNOHOMISM, THURSTON, WHATCOM., YAKIMA AND THOSE PARTS OF THE FOLL]WING COUNTIES LYING WEST OF THE 1201H MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 17 730-0260 ROCKERS, IOURNOWAGUN, TOURNOTRAILERT,R 17.98 CAT DW SERIES , TERRA COBRA , LETOURNEAU, WESTINGHOUSE ATHEY WAGON, FuCLID , TWO AND FOUR-WHEELED POWER TRACTOR NTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT 'TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTlrjN:OUMP TRUCKS , SIDE, ENO AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THFREOF :OVER 40 YARDS TO AND INCL. 55 YARDS GROUP IB 730-1540 cRONr ji :OVERU1J0Y05�LT01ANDY IN INCL HEAVY I8.03 . 1 2YDS. GROUP 19 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.19 CONSTR. :OVER 12 YDS. TO AND INCL. 16 YDS. GROUP 20 730-1560 TRANSII-MIX USED EXCLUSIVELY 1N HEAVY 16.35 CONSTR .:OVER 16 YDS . TO AND INCL. 20 YDS. GROUP 'I 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 38.51 CONSTR .:OVER 20 YDS. CITY OF RENTON WATERMAIN INSTALLATION PROJECT W-790 PAGE 20 Hl1Y-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRU►RY 20, 1985 OCCUPATIDN: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON , PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUND4FY FXTENDED DUE WEST TD THE PACIFIC OCEAN) , PIERCE , SKAGIT, SNOHjMISH, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLL3NING COUNTIFS LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUP ]ES. WAGE RATES OCCUPATION OCCUPATION STATF CODE DESCRIPTION RATE GROUP 22 730-0400 ESCOPT DRIVER 17.06 730-1020 PILOT CAR 17.06 GROUP 23 730-0490 FLATBED TRUCK , SINGLE REAR AXLE -- 730-1010 PICK-UP TRUCK -- GROUP 24 730-0810 MECHANIC HELPER 16.91 GROUP 25 730-0000 MECHANIC 17.50 OTHER 730-9735 STATE: FOR OCCUPATION 730-0260 IN GROUP 17 ADO .15 4/HR . FOR EACH 10 YARD INCREMENT OVER 55 YARDS 730-9736 STATE: OVERTIME-ALL WORK PERFORMED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK , MON- DAY THRnUGH FRIDAY, AND ALL WORK PERFORMED ON SAIJRD:tS SHALL BE PAID AT ONE AND ONE- HALF TIRES THE REGULAR RATE OF PAY.ALL WORK PER- FORMED Ot SUNDAYS IND HOLIDAYS SHALL BE PAID AT DOUBLE THE RFL'ULAR RATE OF PAY . CITY OF RFf4YON VATERMA . rIALLATION PROJECT W-79D 21 RE UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POL )JRCES In accordance with the provisions of Chapter 62 , Laws of 1973 , H.B. 621 , the Contractor shall secure any perr^its or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions : Kin C°u_nt Ordinance No. 1527 requires Building and Land DeHI57�ent Division an y raulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. Kin Count Ordinance No. 800, No. 900 No. 1005 and Resolution °' ° an o, contained in ing County o eT t es an 10 are provisions or disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply . Review by Division of Solid Waste. Pu et Sound Air Pollution Control A enc Re ulation I : A regu- ation to co the emission o air contaminantsfrom all sources wi;:hin the jurisdiction of the Puget Sound Air Pollution Control Agency (King , Pierce, Snohomish , and Kitsap Counties) in accordance with the Washington Clean Air Act , R.C.W. 70. 94 . WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18-02: Requires operators of stationary sources of air contaminants to maintain records of emissions , periodically re- port to the State information concerning these emissions from his operations , and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I . R.C.W. 90.48 : Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife , birds , game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable nethods by industries end others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organi or inorganic matter that shall cause or tend to cause pollution of such waters . The law also provides for civil penalties of $5 ,000/day for each violation. R.C.W. 70.95: Establishes uniform statewide program for handling So Ti wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a sulid waste disposal site for wnich there is a valid permit. .a ir. .r . WASHINGTON S7 .TE DEPARTMENT OF NATURAL RE. OURCES R.C.W. 76. 04. 370: Provides for abatement cf additional fire baz- ar (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard neap building , roads , campgrounds , and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on pro, erty on which an extreme fire hazard exists . P.C.W. 76. 04. 010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions . R.C.W. 70. 94. 660: Provides for issuance of burning permits for abating or prevention of forest fire hazards , instruction or silvicultural operations . R.0 W. 76. 04. 310: Stipulates that everyone clearing land or Taring rignt—of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses , or at such other times as the department may specify, and in compliance with the law requiring burning permits . R.C.W. 78 . 44 : Laws governing surface mining (including sand, gravel , stone, and earth from borrow pits) which provide for fees and permits , plan or operation, reclamation plan, bonding , and inspection of operations . W.A.C. 332-18 : Delineates all requiremen s for surface mined an reclamation. W.A.C. 332-24 : Codifies requirements of R.C.W. 76. 04 pertaining to aan3gearing and aurning . U. S. ARMY CORPS OF ENGINEERS Section 1 of the Civer and H Act of .iune 13, 1902 : Author- izes Secretary o T'y and? "-Tng— i tiers toissue permits to any persons or corporation to improve any navigable river at their own expense r upon aj •roval of the plans and specifications. Section 404 of the Federal Water Pollut' on e-itrol Act PL92-500 tat . I : Authorizes t e ecretary o the Army, acting iNK3,1g t e orp6 of Engineers , to issue permits for the discharge of hedged or fill material into the navigable waters ..t specified disposal sites . Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies , shell `ish beds and fishery areas and wildlife or recreational areas . MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approve4March 3 1899 : Provides t at isc arge use without a permit into o re navigablc waters is prohibited. Yiolatit-n is punishable by fine. Any citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. -2- W 804 Renton Airport 7X PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT VVISION King Count Resolution No. 25789 requires an unclassified use permit or i ing, quarrying including borrow pits and associ- ated activities such as asphalt plants , rock crushers) and refuse disposal Sites and provides for land reclamation subse- quent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Mana ement Act 1971 requires a permit for construction on State s ore Ines.hermit acquired by Public Works and reviewed by Building and Land Development Division. Kin Count Ordinance No. 1488 requires permit for grading , land i s , grave pits, dumping, quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GMIE Chapter 112 Laws of 1949: Requires hydraulics permit on certain protects, tKing County epartment of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 17320: Requires a National Pollutant Discharge Elimination System - permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24 : Permit to discharge commercial or industrial waste waters into tale surface or ground water (such as gravel washing , pig operations , or any operation which results in a discharge Which contains turbidity. ) W.A.C. 508-12-100: Requires permit to use surface water. W.A.C. 508-12-190: Requires that changes to permits for water use e reviewed y the Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. W.A.C. SOB-12-220: Requires permit to use ground water. W.A.C. SOS-12- 260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design , etc . ) . -3- PERMITS REQUIRED FOR THc PROJECT - Continued WASHINGTON STATE DEPAMENT OF NATURAL RESOURCES R.C.W. 76. 04 . 150: Requires burning permit for all fires except oorsma out oor fires for recreational purposes or yard debris disposal . Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04 . 150. 76. 04 . 170, 16.04 . 180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76. 08. 030 : Cutting permit required before cutting merchant- able trm er. R.C.W. 76. 08 . 275 : Operating permit required before operating power equipment in dead or down timber. R.C.W. 78. 44 . 080: Requires permit for any surface mining opera- tion inc u ing sand, gravel, stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899 : Requires permit or construction (other than ri ges , see S. Coast Guard administered permits) on navigable waters Department of Public Works will obtain) . (King County FIRE PROTECTION DISTRICT R.C.W. 52 . 28 . 010 52 . 28.%g0 52 . 28 .030, 52 . 28 . 040 52 . 28 . 050, rovi es aut ority or, requirements o , andpena ties or ailure to secure a fire permit for bu? lding an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Brid e act—o Marc an energy Mri a Act o 6 as amen e ugust Requires a permit or construction of brTTg_eon navigable waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit : Section 4 (f) of Department of Transportation Act , National Environmental Policy Act ^f 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9. 02(d) (2) (iii of Regulation I : Request for verifica- tion of pop—uZation ensity. ontractor should be sure his opera- tions are in compliance with Regulation I , particularly Section 9. 02 (outdoor fires) , Section 9. 04 (particulate matter--dust) , and Section 9. 15 (preventing particulate matter from becoming airborne) . -4- PERMITS REQUIRED FOR THE PROJECT Continued ENVIRONMENTAL PROTECTION AGENCY Title 40 Cha ter Ic, Part 61 : Requires that the Environmental row section .gency a note ie 5 days prior to the Jemolition of any structure containing asbestos material (excluding residential structures having fewer than 5 dwelling units) . The above requirements will be applicable only where called for on the various road projects . Copies of these permits , ordinances , laws , and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building , Seattle , Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. - 5- SPECIAL PROVISIONS CITY OF RENTON APWA STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION, SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON. SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL AND TECHNICAL PROVISIONS HEREIN. A COPY OF THESE STANDARDS SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZE,. REPRESENTATIVE. NOTE: THE SPECIAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SHALL. BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF .4E CONTRACT DOCUMENTS. SPECIAL AND TECHNICAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, DIVISION I, II, III AND IV OF THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION," THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARKED, "ADDITIONAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. Revised 3/84 SPECIAL PROVISIONS INDEX SECTION PAGE SECTION 1 SP 1 SPECIAL PROVISIONS SP 1 STANDARD SPECIFICATIONS SP 1 ACT OF GOD SP 2 SHOP DRAWINGS SP 2 OR EQUAL SP 2 APPROVAL SP 2 SECTION 2 SP 2 PUBLIC OPENINGS OF BIDS SP 2 SECTION 3 �0 2 CONSIDERATION OF BIDS SP 2 SECTION 4 Sp 2 PROCEDURE AND PROTEST BY THE CONTRACTOR SP 2 USE OF MATERIALS FOUND ON THE PROJECT SP 3 WASTE SITES SP 4 HOURS OF WORK SP 4 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 4 SECTION 3 SP 4 SUBMITTALS SP 4 CONSTRUCTION STAKING SP 5 FINAL ACCEPTANCE SP 6 METHOD OF SERVICE OF NOTICE SP 6 ERRORS AND OMISSIONS SP 6 SECTION 7 SP 6 SANITATION SP 6 LOAD LIMITS SP 6 EMPLOYMENT OF STATE RESIDENTS SP 7 WAGES SP 7 SUBCONTRACTING SP 9 RECORDS AND REPORTS SP 9 CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10 RESPONSIBILITY FOR DAMAGE SP 11 PROTECTION AND RESTORATION OF PROPERTY SP 11 RESTORATION OF STRUCTURES AND SURFACES SP 11 UTILITIES AND SIMILAR FACILITIES SP 13 Revised 3/B4 PUBLIC LIABILITY AND PROPERTY DAMAGE SP 13 GENERAL SAFETY REQUIREMENTS SP 13 FLAGMEN, BARRICADES, AND SIGNS SP 14 DUST CONTROL SP 15 RIGHTS OF WAY SP 15 EMPLOYMENT OPENINGS SP 15 SECTION 8 SP 15 PROGRESS SCHEDULE SP 15 PRE-CONSTRUCTION CON'rERENCE SP 16 NOTICE TO PRJCEED SP 16 TIME OF COMPLETION SP 16 tIQUIDATED DAMAGES SP 17 OVERTIME WORK BY OWNER EMPLOYEES SP 17 CONTRACTOR'S PLANT AND EQUIPMENT SP 17 ATTENTION TO WORK SP 18 SECTION 9 SP 18 MEAiUREMENT OF QUANTITIES SP 18 SCOPE OF PA1*ENT SP 19 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 19 Revised 3/84 CTION 1-1.39A SPECIAL PROVISIONS (ADDITIONAL SECTION) ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND PROVIDING FOR THE METHOD OF MEASUREMENT AND PAYMENT FOR WORK PERFORMED ARE DELETED AND VOID. THE MEASUREMENT AND PAYMENT SECTION SET FORTH IN THESE DOCUMENTS SHALL BE THE BASIS FOR PAYMENT OF ALL WORK PERFORMED UNDER THIS CONTRACT. 1-1.39B STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: AWWA AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 1-1.50 ACT OF GOD (REPLACEMENT SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYS"IC PHENOMENON OF NATURE. A RAIN. WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NOT BE I:ONSTRUED AS AN ACT OF GOD, 1-1.51 SHOP DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL Mr(:RIPTION OF THE DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALIATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, O;t A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-1.52 OR EQUAL (REPLACEMENT SECTION) MERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUIIABILITY OF THE PROPOSED SUBSTITUTION. SP 1 Revised 3/94 1-1.53 APPROVAL (REPLACEMENT SECTION) THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. SECTION 2: 8I0 PROCEDURES AND CONDITIONS 2-1.12 PUBLIC OPENINGS OF BIDS _ (REPLACEMENT SECTION) SEALED BIDS WIL1, BE RECEIVED BY THE CITY OF RENTON, WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD. SECTION 3 3-1.01 CONSIDERATION OF BIDS (ADDITIONAL SECTION) AWARDING OF CON RACT WILL BE BASED ON TOTAL SUM OF Ail SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED. SECTION 4 4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING AND INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS PIRECT0R OR HIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED. TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SMALL DECIDE ALI. QUESTIONS RELATIVE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. SP 2 Revised 3/84 IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR DAMAGES. TIME 75 OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL -Q BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WIIHIN 10 DAYS, CHALLENG_S THE FINDINGS AND DECISION BY S!RVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE (MOUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS ANU DECISION: 1. ARE NOT RESPONSIVL TO THE QUESTIONS SUBMITTED; 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR , INDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE. CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FTLI4G OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS CONTRACT. 4-1,10 USE OF MATERIALS FOUND ON 1W PROJECT (REPLACEMENT SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FRu', ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALAWAGED AND DEL:VERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AND SANITARY MANHOLE COVERS SMALL BE SALVAGED AND DELIVERED TO T:f CITY SHOPS. ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. SP 3 Revised 3184 4-1.12 WASTE SITES (ADDITIONAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK 1NCLUDEU IN THIS SECTION SHALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEE:'ERS, AND RELATED EQUIPMENT AS DEEMED NECESSARY BY THE CITY kiLIC WORKS DiRECTOP TO ALL=VIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. 4-1.1.3 HOURS OF WORK (REPLACEMENT SECTION) THE 'WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORT( MAY BE CHANGED AT THE DISCPETION OF THE ENGINEER WHEN IT IS IN THE INTEREST nF THE PUBLIC OF. THE CONTRACTOR OUE TO REASONS OF SAFETY, HEALTH, OR WELFARE. 4-1.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE '�OMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FF`ULL SIZE SET OF ')RAWINC7. SHALL BE KEPT AT THE SITE OF CONSTRUC'i ION IN GOOD CONDITION AND A: ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIUNAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FZ1RN-.SHED BY THE OWNER AT NET COST OF REPRODUCTION. SEC'-ION 5 5_1.03 SUBMITTALS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH ALL DRAWINGS, SPECIFICATIONS, OESCRI"TIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIPMENT TO BE FURNISHED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOMPANYING THE INFORMAIION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE. SP 4 Revised 3/84 5-1.05 CONSTRUCTION STAKING(REPLACEMENT SECTION THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 50 FEET, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARC OR OTHER CONSTRUCTION GUIDE FROM THE. LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINLS SET ON A GRADE OF 0.50 PERCENT OR LESS, AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING; 1. REQUESTS FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAI'.Y BY CONVENTIONAL METHODS. 3. PROPER ANCHURING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTIL,4 GUIDES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER 8I0 ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. SP 5 Revised 3/84 551.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENCINCER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL. ..^OMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL :4EREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. 5-1.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DUI SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL IF THE OWNER IS A GOVERNMENTAL BODY, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. 5-1.17 ERRORS AND OMISSIONS (REPLACEMENT SECTION) IF THE CONTRACTOR, IN THE COURSE OF t'IS WORK, BECOMES AWARE OF ANY ERRORS OR OMI5SIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES ..WARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK. SECTION 7 7-1.04 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED INCIDENTIAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 7-1.07 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEW..L WEIGHT FOR WHICH THE VEHICLE IS LICENSED. SP 6 Revised 3/84 ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH 'f0 THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THIS PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 7-1.08 EMPLOYMENT OF STATE RESIDENTS (REPLACEMENT SECTION) THE SECTION ON EMPLOYMENT OF STATE RESIDENTS IS DELETED IN ITS ENTIRETY. 7-1.09 WAGES (REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER WA 83-5110. THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DCING THE WORK OR ANY PART OF IT SHAL'_ NOT PAY ANY WORKMEN, LABORERS, OR MECHANI_-S LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WIGE RATE DESIGNATED, THE EMPLOYEER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE LITY DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMAN' AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO T14E CITY AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE," A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY 1HE STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U.S. SECRETARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING HATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY N01 LESS THAN THE WAGE WHICH IS THE HIGHER OF THE TWO. SP 7 Revised 3/84 IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U.S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AN) SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTIRES. ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF WEEKLY STATEMENTS ARE NOT UTILIZED THE CONTRACTOR SHALL FURNISH A CERTIFICATION. PRIOR TO EACH PROGRESS ESTIMATE PAYMENT. CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E. : 10-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS DR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE k.!TICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. SP 8 Revised 3/84 BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L 6 I NUMBER 700-29 WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES). UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L 6 I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY OF "RELEASE FOR THE PROTECTION OF PROPERTY OWNERS AND GENERAL CONTRACTOR" (FORM L R I NUMBER 206083 THE STATE DEPARTMENT OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. FORMS M^v BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE. OF $12.00 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED Tn ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMEN' OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. 7-1.111 SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNT PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 7-1.113 RECORDS AND REPORTS (REPLACEMENT SECTION) THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEF;)RE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WORKS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257 2. EACH DULY - STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION MEETING. SP 9 Revised 3/84 AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATC SHALL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PRO:::T A110 WHICH COMES WITHIN 'SHE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, STATING AS T1 WHETHER HE, HIS FIRM, ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS L)UE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF THE BID. IF A CONTRACTOR TO WHOM AN AWARD IS ABOUT TO BE MADE, EXCEPT FDR LACK OF AN EQUAL. EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE, REFUSES OR FAILS TO PROMPTLY EXECUTE AND FURNISH THE REQUIRED CERTIFICATE WITHIN 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS THAT SAME IS LACKING FROM HIS PROPOSAL. THE PROPOSAL GUARANTEE, IN FORM OF BOND, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL urlPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. 7-1.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) THE WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CLAUS,, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT. IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOD OF PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. SP 10 Revised 3/84 NO PORTIQN OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED dY JNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESF BY S.'ECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTU' SHALL BE ABLE TO OVERCOME THEM. 7 1 14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. DUST AND MUD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE WADE FOR THIS SECTION. COMPLAINTS OF DUST, MUD, OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING WILL BE REQUIRED. WRITTEN NOTICE OF CORRECTION OF COMPLAINT ITEMS WILL BE CALLED FOR SHOULD REPETITIVE COMPLAINTS BE RECEIVED BY THE CITY. 7-1.16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. RESTORATION OF STRUCTURES AND SURFACES A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE PROPERTY DR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL N07 BE OPEN FOR MORE THAN 48 HOURS. SP 11 Revised 3/84 B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SrAALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR SHALL STRIP 10P SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY Al NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE tMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUUING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMEDIATELY REPLACED AFTER TRENCH IS BACKFILLED IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 FURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-OF-WAY. ALL CONSTRUCTION WORK UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OR FRANCHESE SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS, AND TRENCHES SHALL NOT BE LEFT OPEN FOR MORE THAN 48 HOURS. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SHALL BE ESTABLISHED 9Y PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION, ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. SP 12 Revised 3/84 7-1.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION)) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF RENTON WATER, STORM DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL UNDERGROUND UTILITIES ARE NOT A PART OF THE "ONE CALL" SYSTEM AND MUST BE CONTACTED SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS. IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, UNDERDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SMALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE. CITY. 7-1.18 PUBLIC LIABILITY AND PROPERTY DAMAGE (REPLACEMENT SECTION) THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS: THE AMOUNT OF COVERAGE SHALL BE NOT LESS THAN A SINGLE LIMIT OF $500,000 FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURENCE. IN ADDITION, AN UMBRELLA INSURANCE COVERAGE OF NOT LESS THAN $5,000,000 SHALL BE PROVIDED, WITH THE OWNER AND ENGINEER THE NAMED INSUREDS. THIS LIMIT SHALL APPLY TO COMPREHENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE LIABILITY INSURANCE. THE CONTRACTOR SHALL FURNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE OF THE INSURANCE REQUIRED. 7-1.23A GENERAL SAFETY REQUIREMENTS (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA, BY MAIL, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL LOCAL POLICE, TRANSIT , AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION. NAMES ANC ADDRESSES WILL BE FURNISHED BY THE OWNER. THE CONTRACTOR SHALL FURTHER NOTIF': EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. SP 13 Revised 3/84 7-1.23C FLAGMEN, 9ARRICADES. AND rIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL CONFORM TC THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U.S. GOVERMENT PRINTING OFFICE, WASHINGTON D.C. 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CON(ROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE STRIPING OF NO PASSING ZONES THAT ARE TO BE OBLITERATED IN EXCESS OF 150 FEET BY PAVING OPERATIONS SHALL BE REPLACED BY "DO NOT PASS" AND "PASS WITH CARE" SIGNS. THE SIGNS SHALL BE LOCATED NOT LESS THAN 2 FEET OUTSIDE THE USABLE SHOULDER NOR LESS THAN 7 FEET ABOVE THE EDGE OF PAVEMENT. UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL PROVIDE POSTS AND BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION OPERATIONS ARE COMPLETE. WHEN THE PROJECT INCLUDES STRIPING BY THE CONTRACTOR, THE SIGNS AND POSTS SHALL BE REMOVED BY HIM WHEN THE NO PASSING ZONES ARE RE-ESTABLISHED BY STRIPING. THE SIGNS SHALL BE RETURNED TO THE CITY AND THE POSTS WILL BECOME THE PROPERTY OF THE CONTRACTOR FOR HIS DISPOSAL. WHEN THE CONTRACTOR IS NOT RESPON51BLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECOME THE PROPERTY OF THE CITY AND WILL BE REMOVED BY CITY FORCES WHEN THE NO PASSING ZONES ARE RE ESTABLISHED BY STRIPING. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE. ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. TRAFFIC MOVEMENT SHALL BE HEREIN DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS NEAR AS POSSIBLE. REASONABLE ACCESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES OUTSIDE OF THE RIGHT-OF-WAY LINE. ALL ROADS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND 3:30 TO 5:00 P.M. SP 14 Revised 3/84 NO WORK SHALL BE DONE ON OR ADJACENT THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVISES ARE IN PLACE. THE COS1 OF FURNISHING AND PLACING ALL CONSTRUCTION AND IDENTIFICATION SIGNS SHALL BE INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. 7-1.23E DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GAL'-ON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLLANING. THE STREETS SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE CITY. 7-1.24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CITY SHAM OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTPUCTION Ou ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. IES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRA: THE CONTRACTOR SHALL PERFORM ALL WORD( ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF-ACCESS DOCUMENTS. 7-1.28 EMPLOYMENT OPENINGS _(REPLACEMENT SECTION) ENTIRE SECTION OF STANDARD SPECIFICATIONS ON EMPLOYMENT OPENINGS IS DELETED. SECTION 8 8-1.03 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT AND BEFORE THE FIRST PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COSTS EMPLOYED IN MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SP 15 Revised 3/84 SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING %HIFTS, NIGHT WORK, ETC., BY WHICH TIME LOSS WILL BE MADE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISICNS, IT SHALL, UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF 'HE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODII ►CATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. PRE-CONSTRUCTION CONFERENCE (ADDITIONAL SECTION PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTOR, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE, AND DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 8-1 04 NOTICE TO PROCEED AND PROSECUTION OF WORT( ( DDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LLAST 48 HOURS PRIOR TO COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO THE POLICE AND FIRE AUTHORITIES AND THE SCHOOL DISTRICT AHEN WORKING WITHIN A ROADWAY RIGHT-OF-WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME nF ACCESS CLOSURE TO THEIR PROPERTY. 8-1.05 TIME OF COMPLETION (ADDITIONAL SECTION) THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. SP 16 Revised 3/84 PROVIDED, HOWEVER, THAT THE CITY COUNCIL SHALL HAVE THE RIGHT UPON REQUCST OF THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINGTON, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOLN'S BIRTHDAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS EVE AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PROCEEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. ALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. 8-1.09 LIQUIDATED DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. 8-1.11 OVERTIME WORK BY OWNER EMPLOYEES (REPLACEMENT SECTION WHEN THE CONTRACTOR PERFOP45 CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 8-1.12 CONTRACTOR'S PLANT AND EQUIPMENT (REPLACEMENT cCTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. SP 17 Revised 3/84 THE USE OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPEF'�TIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMAN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. B 1 13 ATTENTION TO WORK (RE ACEMENT SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE END THAT I' SHALL BE PROSECURED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES TO REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. SECTION 9 9 1 O1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT MUST BE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY. NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF DELIVERY OF MATERIAL. A. BY TRUCK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, AND INSPECTOR'S INITIALS. SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. SP 18 Revised 3/84 B. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETE.44INED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT. 9-1.03 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS 8I0 ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS. 9-1.098 OWNER'S RIGhf TO WITHHOLD CERTAIN AMOUNTS (ADDITIONAL SECTION) PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST IN(EREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. SP 19 Revised 3/84 P TECHNICAL PROVISIONS 1 0 TECHNICAL PROVISIONS INDEX SECTION; SECTION 5 CONTROL OF WORK 1.05 CONSTRUCTION STAKING 1. 17 AIRPORT OPERATIONS SECTION 12 CLEAR.NG AND GRUBBING 12.3 CLEARING AND GRUBBING 12.3.02 CONSTRUCTION DETAILS 12.3.03 MEASUREMENT AND PAYMENT SECTION 23 CRUSHED, SURFACING, BALLASTING, AND STOCKPILING 23.1 DESCRIPTION 23.2.02 BALLAST 23.3.04 DEPTH OF LAYERS 23.3.15 WATER 23.5 MEASUREMENT AND PAYMENT SECTION 52 REMOVAL OF EXISTING STREET IMPROVEMENTS 52.2.01 GENERAL 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT 52.3 PAYMENT SECTION 54 PAVEMENT PATCHING 54.1 DESCRIPTION 54.3.02 CEMENT CONCRETE PAVEMENTS 54.3.03 RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE 54.3.06 INCIDENTAL WORK 54.4 MEASUREMENT AND PAYMENT SECTION 72 PIPE AND FITTINGS FOR WATER MAINS 72.1 DESCRIPTION 72.3.01 PIPE 72.3.01A DUCTILE IRON PIPE 72.3.02 FITTINGS 72.3. 02A DUCTILE IRON PIPE SECTION 73 TRENCH, EXCAVATION, FOUNDATION, BEDDING, AND BACKFILL FOR WATER MAINS 73.2.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.3 EXCAVATION 73.3.01 GENERAL 73.3.06 EXISTING UTILITIES 73.3.07 TRENCH EXCAVATION 73.3.07A ROCK EXCAVATION 73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIA-S 73.3.10 BEDDING THE PIPE 73.310A RIGID PIPE 73.3.11 BACKFILLING TRENCHES 73.3.12 COMPACTION 73.4 MEASUREMENT 73.4.03 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.5 PAYMENT 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL SECTION 74 PIPE INSTALLATION FOR WATER MAINS 74.1 .01 ALIGNMENT 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE 74.2.09 CONNECTIONS 74.2.09A TO EXITING MAINS 74.2. 11 HYDROSTATIC PRESSURE TEST L LEAKAGE TEST 74.2.12 DISINFECTION OF WATER MAINS 74.2. 12E REQUIREMENT OF CHLORINE 74.2. 12P DECHLORINATION 74.2.13 CONCRCTE BLOCKING 74.4 PAYMENT 74.4.02 PAYMENT - BLOW OFF ASSEMBLY SECTION 75 VALVES FOR WATER MAINS 75.2.03 SATE VALVES 75.2.06 VALVE BOXES 74.3 INSTALLATION OF VALVES 75.4 PAYMENT SECTION 77 FIRE HYDRANTS 77.2 MATERIPLS 77.2.01 MATERIAL FOR HYDRANTS 77.2.02 END CONNECTIONS 77.02.06 SIDEWALK FLANGE CONSTRUCTION 77.3 CONSTRUCTION DETAILS 77.3.01 SETTING HYDRANTS 77.3.02 HYDRANT CONNECTIONS 77.5 PAYMENT SECTION 78 SERVICE CONNECTIONS 78. 1 GENERAL 78.3 CONSTRUCTION TP-2 SECTION 5 CONTROL OF WORK 5. 1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING IN CONJUNCTION WITH TF-_ PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE, WATERMAIN ALIGNMENT, LOCATION OF VALVES, TEE S, BENDS AND FITTINGS, PLUS ALL OTHER STAKING NEEDED TO CONSTRUCT THE IMPROVEMENTS. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RESTAKING, NEEDED, THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SURVEYOR SHALL PROVIDE A COPY OF THE FIELD NOTES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE WATER SYSTEM CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF-SET AND CUT TO EACH TEE, VALVE, BEND AND HYDRANT AND ALL OTHER CHANGES IN ALIGNMENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS-CONSTRUCTED RECORDS OF THE PROJECT. THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. 5-1. 17 AIRPORT OPERATIONS(ADDITIONAL SECTION) THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFTEY PRECAUTIONS TO MAINTAIN THE AIRPORT IN OPERATING CONDITION, AND CREATE A MINIMUM OF DISTRUBANCE ON THE AIRPORT PROPERTY. THE CONTRACTOR WILL NOT BE PERMITTED TC CROSS THE EXISTINb RUNWAY OR TAXIWAY WITH CONSTRUCTION EQUIPMENT, EXCEPT AT THE LOCATIONS AND AT TIMES COORDINATED WITH THE CONTROL TOWER, OTHERWISE CROSSING WILL BE PERMITTED UNLY AT THE SOUTH END OF THE RUNWAY BEHIND THE BLAST SCREEN. AT ALL i1MES DURING WORK OPERATIONS WITHIN 100 FEET OF THE RUNWAY OR TAXIWAY, OR WHEN CROSSING THE RUNWAY THE -nNTRACTOR SHALL PROVIDE DIRECT RADID COMMUNICATIONS WITH THE CONTROL TOWE :ITHER WITH HIS OWN RADIO EQUIPMENT OR BY ARRANGEMENT WITH THE AIRPORT DIRECTOR. ALL EQUIPMENT AND MATERIALS WHEN NOT IN USE OR OPERATING SHALL BE KFPT 300 FEET MINIMUN CLEAR DISTANCE FROM OPERATING RUNWAY AND .TAXIWAYS. AT ALL TIMES, EQUIPMENT AND MATERIAL SORAGE, AND MOVEMENT SHALL HAVE PRIOR APPROVAL OF THE AIRPORT DIRECTOR OR HIS AUTHORIZED REPRESENTATIVE. WHEN AIRPORT PROPERTY IS USED FOR MOVEMENT IN CONNECTION WITH CONSTRUCTION UNDER THIS CONTRACT, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY SPILLAGE OF MATERIALS AND DAMAGE TO SURFACES AS A RESULT OF HIS OPERATIONS. SPILLAGE SHALL BE CLEANED IMMEDIATELY TO PROVIDE SAFE OPERATION OF AIRCRAFT. TP-3 SECTION 12 CLEARING AND GRUBBING 12. 3.01 CONSTRUCTION DETAILS (ADDITIONAL SECTION) CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE WORK SITE SHALL BE ACCOMPLISHED IN ADVANCE OF EXCAVATION AND MOVE IN WITH EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND DISPOSE OF IT AT A SITE WHICH MEETS STATE AND COUNTY STANDARDS. NO ON-SITE BURNING WILL BE PERMITTED. THE CONTRACTOR SHALL CLEAR AND GRUBB AREAS ONLY AS NECESSARY FOR ACCESS, EXCAVATION, AND STORAGE OF EXCAVATED MATERIAL, AND FOR STRORAGE OF EQUIPMENT AND MATERIALS REQUIRED FOR ACCOMPLISHING THE WORK. THE CONTRACTOR SHALL GRUB AS NECESSARY TO KEEP ORGANIC MATTER OUT OF THE BACKFILL MATERIALS, 12.3.03 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) THE COST OF CLEARING AND GRUBBING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE PROJECT. TP-4 SECTION 23 CRUSHED SURFACING, BALLASTING. AND STOCKPILING 23. 1 DESCRIPTION 1ADDITIONAL SECTION) EXISTING SHOULDERS AND GRAVEL SURFACES SHALL BE RESURFACED WITH CRUSHED ROCK SURFACING (5/8 INCHES MINUS) SO TWA. A MINIMUM FINISHED THICKNESS OF 3-INCHES IS ON SHOULDERS. THE FINISHED SURFACE SHALL MATCH THE SLOPE, CROWN, AND GRADE OF THE EXISTING SURFACE. 23.2.02 BALLAST SSEPLACEMENT SECTION) BALLAST AND MAINTENANCE ROCK WILL NOT BE REQUIRED 23.3.04 DEPTH OF LAYERS (ADDITIONAL SECTION) ALL CRUSHED ROCK MAY BE SPREAD IN ONE LAYER AND SHALL BE ADEQUATELY BLADED AND MIXED TO OBTAIN EVEN DISTRIBUTION OF THE ROCK. ALTERNATE BLADING AND ROLLING SHALL CONTINUE UNTIL THE REQUIRED FINISHED SURFACE AND DENSITY IS OBTAINED. 23.3. 15 WATER (PARTIAL REPLACEMENT SECTION) WATER SHALL BE ADDED DURING THE ROLLINS OPERATIONS, AS NECESSARY, TO OBTAIN NECESSARY COMPACTION REQUIREMENTS. 23.5 PAYMENT (REPLACEMENT SECTION) FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (5/8 INCH MINUS) SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE CONTRACT PRICE, PER TON, PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING AND INSTALLING CRUSHED ROCK ON SHOULDERS, GRAVEL DRIVEWAYS, ROADWAYS, ETC. CRUSHED ROCK IN ROADWAY RESTORATION AREAS IS INCLUDED AS PART OF SECTION 54, PAVEMENT PATCHING. TP-5 SECTION 52 REMOVAL OF EXISTING STREET IMPROVEMENTS 52.2.01 GENERAL (ADDITIONAL SECTION) THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, \UANTITY, AND DISTRIBUTION OF ALL PAVEMENT REMOVAL. REMOVAL OF EXISTING PAVEMENT SHALL COVER ALL TYPES AND THICKNESSES OF PAVEMENT. 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTIDNI CUT PAVEMENT, OR OTHER STREET AND ROAD SURFACES, TO A MINIMUM WIDTH WHICH WILL PERMIT THE PROPER EXCAVATION AND BRACING OF THE TRENCH AND ALLOW FOR PASSAGE OF VEHICULAR AND PEDESTRIAN TRAFFIC. ALL PAVEMENT CUTS SHALL BE SMOOTH STRAIGHT LINES (SAW CUT) , OR TO THE NEAREST CONSTRUCTION JOINT, AND SHALL HAVE CLEAN, VERTICAL FACES. 52.3 PAYMENT (REPLACEMENT SECTION) THE COST OF ALL PAVEMENT REMOVAL SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT COST. TP-6 SECTION 54 PAVEMENT PATCHING 54.1 DESCRIPTION (REPLACEMENT SECTION) CITY STANDARDS SHALL BE USED WHERE MODIFICATION OF THE APNA STANDARD SPECIFICATIONS ARE APPLICABLE. ROADS, STREETS, DRIVEWAYS, SHOULDERS, AND ALL OTHER SURFACED AREA, REMOVED, BROKEN, CAVED-IN. SETTLED, OR OTHERWISE DAMAGED DUE TO THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THIS CONTRACT, SHALL BE REPAIRED AND RESURFACED TO MATCH THE EXISTING PAVEMENT OR LANDSCAPED AREAS AS SET FORTH IN THESE SPECIFICATIONS. IMME"ATELY AFTER THE TRENCH BACKFILLING AND COMPACTING HAS BEEN COMPLETED SPECIFIC AREAS ON THIS PROJECT, NHERE DIRECTED BY THE EN6INEER,SHALL BE TEMPORARILY PATCHED AND SHALL BE MAINTAINED AT AL'. TIMES UNTIL FINAL PATCHING. 54.3.02 CEMENT CONCRETE PAVEMENTS(ADDITIONAL SECTION) AFTER THE SUBGRADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTED TO LINE AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPAL:ED AND STRUCK OFF TO THE GRADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT PROVIS:ONS OF SECTION 39. THROUGH AND DUMMY JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED. THE SURFACE SHALL BE FINISHED AND BRUSHED WITH A FIBER BRUSH. APPROVED CURING COMPOUND SHALL BE PLACED ON THE FINISHED CONCRETE IMMEDIATELY AFTER FINISHING. 5413.03 RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE (ADDITIONAL SECTION) THE FINISHED PATCH ON ASPHALTIC CONCRETE PAVEMENTS SHALL PROVIDE A MINIMUM THICKNESS OF 2 INCHES OF ASPHALTIC CONCRETE OVER RIGID PAVEMENT AFTER COMPACTION. THE ASPHALTIC CONCRETE SHALL BE POLLED AND CROSSROLLED TO OBTAIN THOROUGH COMPACTION. 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE (ADDITIONAL SECTION) ALL BITUMINOUS STREET SURFACES SHALL BE RESTORED WITH CLASS •B' ASPHALT, INCLUDING LIGHT BITUMINOUS TREATED ROADWAYS. EXISTING PAVEMENT OR PATCHES LOCATED ALONG THE EDGE OF A ROADWAY, WHERE TWO (2) FEET OR LESS OF THE EXISTING PAVEMENT REMAINS SHALL BE REMOVED AND RESTORED FOR A MINIMUM WIDTH OF FIVE (5) FEET IN THE ROADWAY FROM THE DR16INAL EDGE OF PAVEMENT. EXISTING ASPHALTIC CONCRETE SURFACES SHALL BE PATCHED WITH ASPHALTIC CONCRETE CLASS 'B' OVER 4 INCHES OF CRUSHED ROCK BASE COURSE, TEMPORARY MC COLD PRE-MIXED ASPHALTIC CONCRETE SHALL BE REQUIRED IN ALL PAVEMENT AREAS. TP-T SECTION 54 ICONT. 1 54.3.06 INCIDENTAL WORK (ADDITIONAL SECTION) THE ENDS AND EDGES OF THE PATCHED AND RESURFACED AREAS SHALL MEET AND MATCH THE EXISTING SURFACE AND GRADE AND SHALL TERMINATE IN NEAT, EVEN LINES PARALLCL TO, AND AT RIGHT AMBLES TO, THE ROADWAY. NO PIECEMEAL PATCHING OR REPAIR WILL BE ALLOWED. DAMAGED, DISTURBED, OR OTHERWISE AFFECTED AREAS SHALL HAVE THE EDGES CF EXISTING PAVEMENT TRIMMED BACK TO PROVIDE CLEAN, SOLID, VERTICAL FACES FREE FROM LOOSE MATERIAL. 54.4 MEASUREMENT AND PAYMENT (REPLACEMENT SECTIONI ASPHALTIC CONCRETE SURFACE RESTORATIO' SHALL BE MEASURED AND PAID FOR AT THE CONTRACT PRICE, PER TON OF ASPHALT CONCRETE, AND PER TON OF CRUSHED ROCK; PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE RESURFACING COMPLETE, INCLUDING SUBGRADE PREPARATION, PREPARATION OF ANO CONNECTION TO EXISTING PAVEMENTS, BASE COURSE, TACK COAT, FINISHING, AND ALL NECESSARY INCIDENTAL WORK. FURNISHING AN➢ INSTALLING MC COLD MIX SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE PROJECT. THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE 5 FEET, EXCEPT AS REQUIRED BY CITY STANDARDS. ANY PATCHING DONE BEYOND THIS LIMIT WILL BE DONE AT THE CONTRACTOR'S EXPENSE. TP-B SECTION 72 PIPE AND FITTINGS FOR WATER MAINS 72. 1 ALL PIPE SIZES, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN, ARE IN REFERENCE TO •NOMINAL" DIAMETER, UNLESS OTHERWISE INDICATED. ALL PIPE SHALL DE FABRICATED TO F1T THE PLAN SHOWN ON THE DRAWINGS. THERE RELOCATION OF, OR REPLACEMENT OF, EXISTING PIPING IS NECESSARY DURING CONSTRUCTION, MATERIALS USED SHALL MATCH THE EXISTING, SUBJECT TO THE APPROVAL OF THE CITY. 72.3.01 PIPE 72.3.014 DUCTILE IRON PIPE (PARTIAL REPLACEMENT AND ADDITIONAL SECTION) 4' TO 120 PIPE SHALL BE 1/160 CEMENT LINED. THE PIPE JOINTS SHALL CONFORM TO SFECIFICATION A21. 11-1980 (AWWA Cill-80). PIPE JOINTS SHALL BE PUSH-ON JOINT, MECHANICAL JOINT, OR AS SHOWN ON THE PLANS. ALL PIPE SHALL BE AWWA THICKNESS CLASS 52. %.3.02 FITTINGS 72.Z.02A DUCTILE IRON PIPE (ADDITIONAL SECTION) JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ANSI SPECIFICATICNS A21. 11-1980 (AWWA C111-80) OR FLANGED JOINT AS PER ANSI A21. 15-1982 (AWWA C111-80) WITH RUBBER GASKETS. FITTING JOINTS ARE SHOWN ON THE PLANS. TP-9 SECTION 73 TRENCH, EXCAVATION FOUNDATION, BE➢DING L BACKFILL FOR WATER MAINS 73.2.04 BANK RUN GRAVEL FOR TRENCH BACKFILL (ADDITIONAL SECTION) TRENCH BACKFILL FOR THE PIPE SHALL CONSIST OF CRUSHED OR NATURALLY-OCCURRIN6 GRANULAR MATERIAL FROM SOURCES SELECTED BY THE CONTRACTOR. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE CITY. TRENCH BACKFILL SHALL MEET REQUIREMENTS FOR BANY RUN GRAVEL, CLASS 'B' , IN ACCORDANCE WITH SECTION 26 OF THE STANDAR! SPECIFICATIONS. 73.3 EXCAVATION 73.3.01 GENERAL (ADDITIONAL SECTION) THE CITY SHALL HAVE COMPLETE CONTROL OVER THE EXCAVATING, MOVING, PLACING, AND DISTRIBUTION OF ALL MATERIALS AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS BACKFILL. 73.3.06 EXISTING UTILITIES (ADDITIONAL SECTION) THERE ARE VARIOUS PLACES SHOWN ON THE CUNSTRUCTION DRAWINGS WHERE THE NEW WATER WILL CROSS OR CONNECT TO EXISTING FACILITIES. ALL ELEVATION AND LOCATION INFORMATION SHOWN IS CALCULATED FROM PRIOR CONSTRUCTION RECORDS WHICH ARE NOT ALWAYS ACCURATE. THEREFORE, ALL CROSSING OR CONNECTION LOCATIONS MUST BE EXCAVATED AND VERIFIED BY THE CONTRACTOR PRIOR TO LAYING OF PIPE IN THE NEAR VICINITY OF THESE CROSSING/CONNECTIONS. 73.3.07 TRENCH EXCAVATION (ADDITIONAL SECTION) TEMPORARY DRAINS AND DRAINAGE ➢ITCHES SHALL BE "ASTALLED TO INTERCEPT OR DIRECT SURFACE WATER, WHICH MAY AFFECT THE PROMOTION OR CONDITION OF THE. WORK. THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL MATERIALS TO BE EXCAVATED. 73.3.07A ROCK EXCAVATION (ADDITIONAL SECTION) ANY SOLID ROCK EXCAVATION, EXTRA EXCAVATION, UNFORESEEN OBJECTS, OR UNSUITABLE MATERIALS ENCOUNTERED SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED RY THE CITY. 73.3.09 REhL�A' -,ND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL SECTION) ALL EXCESS OR UNSUITABLE MATERIAL SHALL PE DISPOSED OF AT A SITE APPROVED BY THE CITY. IN CASE UNSTABLE OR UNSUITABLE EXISTING MATERIAL IS ENCOUNTERED AT THE TRENCH BOTTOM, THE CITY MAY DIRECT THE UFr OF SUITABLE FOUNDATION MATERIAL. UNSUITABLE MATERIALS SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY TO 61VE BACKFILL FULL BEARING ON SOLID GROUND. OLD FILLS, WASTES, OR UNSUITABLE MATERIALS, INCLUDING LOSS, STUMPS, PEAT, OR MUCK, WILL BE EXCAVATED WHEN, IN JUDGEMENT OF THE CITY, THESE MATERIALS WILL IMPAIR THE STABILITY OF THE BACKFILL. TP-10 SECTION 73 (CONT. ) NET TRENCH CONDITION MILL NOT NECESSARILY BE CONSIDERED AS AN INDICATION OF UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL BE CLASS 'A' OR 'B' THE TRENCH SHALL BE DE-WATERED AND INSPECTED BY THE CITY TO DETERMINE THE SUITABILITY OF THE "RENCH MATERIAL. 73.3. 10 BEDDING THE PIPE 73.3. 10A RIGID PIPE (ADDITIONAL SECTION) THE BOTTOM OF THE TRENCH MUST BE SHAPED TO UNIFORMLY SUPPORT THE BOTTOM QUADRANT OF THE PIPE THROUGHOUT THE ENTIRE PIPE LENGTH. SELECT NATIVE MATERIAL MAY BE USED FOR BEDDING OF DUCTILE IRON PIPE PROVIDED 'T CONFORMS TO SECTION 73.2.02A. 73.3. 11 BACKFILLING TRENCHES (ADDITIONAL SECTION) TRENCH BACKFILL SHALL BE 14 ACCORDANCE WITH KING COUNTY STANDARDS. EXCAVATED MATERIALS THAT ARE FREE FROM MUD, MUCK, ORGANIC MATTER, RROKEN BITUMINOUS SURFACING, STONES LARBER THAN 6 INCHES IN DIMENSION, AND OTHER DEBRIS SHALL BE USED FOR BACKFILL EXCEPT WHERE OTHERWISE REQUIRED. 73.3. 12 COMPACTION (ADDITIONAL SECTION) INITIAL BACKFILL SHALL BE PLACED AROUND THE PIPE IN LAYERS NOT EXCEEDINE 9 INCHES 1' 9EPTH, AND EACH LAYER SHALL BE THOROUGHLY COMPACTED BY MECHANICAL TAMPERS TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR COMPACTION TEST, ASTM D698, METHOD D. ALL WORK RELATED TO THE TESTING OF THE COMPACTION, Ih�LUDING PROCTOR TESTS AND COMPACTION TESTS, SHALL BE TAKEN IN THE PIPE TRENCH AREAS. THE LOCATION OF THE TESTS SHALL BE SELECTED BY THE CITY; THE FIRST COMPACTION TEST AT EACH LOCATION SHALL BE PROVIDED BY THE CITY AT NO EXPENSE TO THE CONTRACIOR. SHOULD ONE OR MORE OF THESE TESTS FAIL TO MEET THE SPECIFICATIONS, ADDITIONAL TESTS WILL BE TAKEN AS REQUESTED BY THE CITY AT THE CONTRACTOR'S EXPENSE . INPLACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE WITH ASTM D1556, EXCEPT AS OTHERWISE APPROVED BY THE CITY. TESTING FOR COMPACTION IN THE IMPROVED AREAS SHALL BE IN ACCORDANCE WITH THE TESTING AS STATED IN THE PARAGRAPH ON INITIAL BACKFILL. WHEN WORKING IN EITHER THE CITY OR COUNTY RIGHT-OF-MAY, THE APPLICABLE AGENCY 'S SPECIFICATIONS FOR COMPACTION SHALL BE FOLLOWED BY THE CONTRACTOR. 73.A.03 MEASUREMENT 73.403 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF 'BANK RUN GRAVEL FOR TRENCH BACKFILL' SHALL BE BY THE TON, SCALE WEIGHTS. r -!1 SECTION 73 (COST. ) 73.5 PAYMENT 73.5.04 BANK RUN BRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) THE PRICE PER TON SHALL BE FULL COMPENSATION FOR FURNISHING AND PLACING THE MATERIAL AS OUTLINED IN SECTION 26.2.01 OF THE STANDARD SPECIFICATIONS. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR COMPACTING, WETTING, DRYING, WATER, PROCESSING OF MATERIALS, OR REMOVAL OF UNSUITABLE SOILS. SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND GRADES W'THOUT PRIOR APPROVAL, HE SHALL REPLACE SUCH EXCAVATION WITH THE NATIVE MATERIAL OR IMPORTED BACKFILL, AS DIRECTED BY THE CITY AND AT THE CONTRACTOR'S EXPENSE. IMPORTED BACKFILL SHALL BE PLACED ONLY IN THOSE PLACES DESIGNATED BY THE CITY, NO PAYMENT WILL BE MADE FOR MATERIALS REPLACED OUTSIDE OF THE VERTICAL PLANSES, I FOLT OUTSIDE OF AND PARALLEL TO THE BARREL OF THE PIPE AND NOT THE BELL OR COLLAR. NO PAYMENT SHALL BE MADE FOR MATERIAL WHICH IS USED FOR PURPOSES OTHER THAN THOSE DESIGNATED. 73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL (SUPPLEMENTAL SECTION) SAME CONDITIONS AS 73.5.04. TP-12 SECTION 74 PIPE INSTALLATION FOR WATER MAINS 74. 1 .01 ALIGNMENT (SUPPLEMENTAL SECTION) THE LOCATION OF THE WATER MAINS, VALVES AND FITTINGS, INCLUuING MODIFICATIONS, WILL BE STAKED BY THE CONTRACTOR'S SURVEYOR TO THE LINE AND GRADE SHOWN ON THE PLANS. PIPES SHALL BE LAID TO SPECIFIED GRADE AND ALIGNMENT. REPLACEMENT OF STAKES LOST OR DESTROYED SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 74.2 CONSTRUCTION 74.2,02 HANDLING OF PIPE (ADDITIONAL SECTION) JOINTING SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. THE OPEN ENDS OF PIPE AND FITTINGS SHALL BE PLUGGED WITH A TEMPORARY WATERTIGHT PLUG WHENEVER WORK IS STOPPED AND/OR WHEN WATER IN THE TRENCH THREATENS TO ENTER THE PIPE. THE INSPECTOR WILL STOP MORK UNLESS AN APPROVED PLUG IS ON SITE AND AVAILABLE. 74.2.09 CONNECTIONS 74.2.09A TO EXISTING MAINS (ADDITIONAL SECTION) CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION BEDDING, AND BACKFILL AND PROVIDE CUNCRETE BLOCKING FOR THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS. THE ACTUAL CONNECTION TO THE EXISTING MAINS, AND THE OPPERATION OF LIVE WATER VALVES SHALL BE DONE ONLY BY CITY OF RENTON WATER DEPARTMENT PERSONEL 74.2. 11 HYDROSTATIC PRESSURE PND LEAKAGE TEST (REPLACEMENT SECTION) ALL PATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDik PRESSURE. ALL THRUST BLOLKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING, WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SMALL BE FILLED WITH WATER AND ALLQWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR ANL OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTILS OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OFERATION. TP-13 SECTION 74 (CONT. ) BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NUT LOCATED AT ALL HIGH POINTS, "IE CONTRACTOR SHALL INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE 1S FILLED WITH WATER. AFTER ALL THE AIR HAS B .EN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTEn BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERLIZED BY TKE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. 2 THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUIYABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER REVOLUTION. THE METER, SHALL BE APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PRESSURE SHALL NOT EXCEED I PSI PER MINUTE DURING THE TEST PERIOD. TP-14 t. SECTION 74 (CONT. ) ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE• - SPH Nominal Pipe Diameter - In. Average Test Pressure-psi 6 B 10 12 16 20 24 450 0.95 1 ,27 1 .59 1 . 91 2.55 3. 18 3.92 400 0.90 1.20 1 .50 1 .80 2.40 3.00 3.60 350 0.84 1 .12 1 .40 1 .69 2,25 2.81 3.37 275 o.75 1 .00 1 .24 1 .49 1.99 2.A9 2.99 250 0.71 0.95 1 . 19 1.42 1 .90 2.37 2.85 225 0.68 0.90 1. 13 1 .35 1 .80 2.25 2.70 200 0.64 0.85 1 .06 1 .2B 1.70 2.12 2.55 • IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2. 11 OF THE STANDARD SPECIFICATIONS. GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. ANY VISIBLE LEAKAGE ' LTECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TES" SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY SATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH SATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE SATE VALVE WILL BE ACCEPTABLE IF THERE 13 NO IMMEDIAT; LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1 ,500 FEET. TFE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1 ,00 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL. NOT BE CONTINUED MORE THAN AN ADDITIONAL 1 ,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY. PRIOR TO CALLING BUT THE OWNER TO WITNESS THE PRESSURE TEST, T!iE CONTRACTOR SHALL HAVE FLL EQUIPMENT SET UP COMPLETELY READY FO'R OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SAT:SFACTORY CONDITION. TP-I`. SECTION 74 (CONT. ) DEFECTIVE MATERIALS OR WORKMANSHIP, DISCOVERED AS A RESULT OF HYDROSTATIC FIELD TEST, SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. WHENEVER IT IS NECESSARY TO REPLACE DEFECTIVE MATERIAL OR CORRECT THE WORKMANSHIP, THE HYDROSTATIC TEST SHALL BE RERUN AT THE CONTRACTOR'S EXPENSE UNTIL A SATISFACTORY TEST IS OBTAINED. 74.2. 12 DISINFECTION OF WATER MAINS (PARTIAL REPLACEMENT SECTION) DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO COMPLETION OF THE PROJECT AND SHALL BE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C601-el AND SHALL MEET THE ACCEPTANCE OF THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES. 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. 74.2.12B REQUIREMENT OF CHLORINE (REPLACEMENT SECTION) THE INITIAL CONCENTRATION OF CHLORINE IN THE WATER SHALL BE 60 PARTS PER MILLION, AND THIS SOLUTION SHALL BE HELD FOR A PERIOD OF 24 HOURS. 74.2. 12p DECHLORINATION (SUPPLEMENTAL SECTION) DECHLCRINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY 'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT, WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. 74.2. 13 CONCRETE BLOCKING (ADDITIONAL SECTION) PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE STANDARD DETAIL FOR GENERAL BLOCKING HEREIN AND THE APWA STANDARD DEIA1'.S FOR VERTICAL BLOCKS. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. SHACKLE RODS, WHERE REQUIRED, SHALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE RODS SHALL BE GALVANIZED OR COATED WITH TWO COATS OF ASPHALT VARNISH. 74.4 PAYMENT THE PRICE PER LINEAL FOOT FOR INSTALLING THE DUCTILE IRON PIPE, OF SIZE AND QUANTITY LISTED, SHALL CONSTITUTE FLLL COMPENSATION FOR THE WATER LINE, IN PLACE, COMPLETE, INCLUDING: ALL PAVEMENT REMOVAL, FOUNDATION PREPARATION, PIPE, PIPE LAYING, AND JOINTINSI SHEETING, SHORING, AND DE-WATERING, CONNECTIONS TO EXISTING PIPING, AND FURNISHING AND INSTALLING ALL FITTINGS. CONCRETE BLOCKING SHALL BE MEASURED AND PAID FOR AT THE UNIT PRICE PER CUBIC YARD. SHACKLE RODS SHALL BE INCIDFNTAL TO THE PROJECT. PAYMENT SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING ALL NECESSARY MATERIALS IN PLACE, COMPLETE. TP-16 74.4.02 PAYMENT - BLOW OFF ASSEMBLY (ADDITIONAL SECTION) IT SHOULD BE NOTED THAT THERE ARE THREE TYPES OF BLOW-OFF ASSEMBLIES AND THEY ARE AS FOLLOWS: 1. TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL BE REMOVED WHEN TIE-IN OCCURS. THESE WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. 2. TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL REMAIN, WHICH WILL BE PAID PER EACH. S. PERMANENT BLOW-OFF ASSEM `ES THAT WILL REMAIN, SUCH AS THOSE AT THE END OF CUL-DE-SACS, ETC. WHICH WILL BE PAID PER EACH. TP-17 SECTION 75 VALVES FOR WATER MAINS 75.2.03 BATE VALVES (ADDITIONAL SECTION) VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE IOWA LIST 14, MUELLER COMPANY NO. A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENNEDY, OR M Q H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" X 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER BATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" BATE VALVE ASSEMBLY VAULT AND 1' BYPASS INSTALLATION. 75.2.06 VALVE BOXES (PARTIAL REPLACEMENT SECTION) ALL VALVES SHALL HAVE VALVE BOXES AND EXTENSIONS. VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY :N THOSE UNPAVED AREAS WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. THE VALVE MARKERS SHALL BE FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWING ENTITLED 'GENERAL MISCELLANEOUS DETAILS" WHICH IS INCLUDED IN THIS DOCUMENT. 75.3 INSTALLATION OF VALVES (ADDITIONAL SECTION) ALL VALVES 12' AND LARGER SHALL BE ENCLOSED IN A VAULT WHICH SHALL BE SET PLUMB ON A COMPACTED GRAVEL FOUNDATION. THE VALVE OPERATING NUT SHALL BE OFFSET 3' FROM THE CENTERLINE OF THE VAULT AS SHOWN 1N THE STANDARD DRAWING INCLUDED IN THIS DOCUMENT. 75.4 PAYMENT (REPLACEMENT SECTION) THE GATE VALVE ASSEMBLIES OF THE SIZE LISTED SHALL BE COUNTED AND PAID FOR AT THE APPLICABLE UNIT PRICE, IN PLACE, COMPLETE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR VALVE, VAULT, AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE INSTALLATION . HYDRANT AUXILIARY VALVES WILL BE PAID FOR UNDER FIRE HYDRANT ASSEMBLIES. TP-18 0 SECTION 77 FIRE HYDRANTS 77.2 MATERIALS 77.2.01 MATERIALS FOR HYDRANTS (REPLACEMENT SECTION) MATERIALS COMPRISING THE FIRE HYDRANT ASSEMBLY SHALL CONFORM TO THE WATER STANDARD DETAILS (SEE ATTACHED DETAILS) . FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-90 WI1M A 6-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7-1/2 THREADS PER INCH AND ONE •-INCH PUMPER NOIILE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.975 AND ROOT DIAMETER 4.6263, 1-I/4 INCH PENTAGON OPERATING NUT BY TURNING COUNTER CLOCKWISE (LEFT) . FIRE HYDRANTS SHALL BE IOWA, PACIFIC STATES OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. 77.2.02 END CONNECTIONS (ADDITIONAL SECTION) HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 77.2.06 SIDEWALK FLANEE CONSTRUCTION (ADDITIONAL SECTION) FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE WITH BREAK-FLANGE CONNECTION AND PROVISIONS SHALL BE MADE FOR DRAINAGE OF BARREL TO PROTECT UNITS FROM FREEZING. 77.3 CONSTRUCTION DETAILS 77.3.01 SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8. 1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PRINTED WHITE. FIRE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6', B", AND 10" PIPING IN TRENCHES 3-1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN. 77.3.02 HYDRANT CONNECTIONS (ADDITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C. I. TEE (MJ X FL) , 6' SATE VALVE (FL X MJ) , 6' C. I. SPOOL (PE X PE) , 5- M.V.O. FIRE HYDRANT (MJ CONNECTION) , B' X 24' CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE ROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SECTION 74.2. 13. 77.5 PAYMENT (REPLACEMENT SECTION) FIRE HYDRANT ASSEMBLIES SHALL BE PAID FOR AT THE APPLICABLE UNIT PRICE PER EACH ASSEMBLY, IN PLACE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE TEE, VALVE, VALVE BOX NIPPLE, HYDRANT, SHACKLING, BLOCKING, BRACING, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. TP-19 SECTION 78 SERVICE CONNECTIONS (SUPPLEMENTAL SECTION) 78. 1 GENERAL WATER SERVICES SHALL BE PER STANDARD "DETAIL FOR 3/4" WATER SERVICES" AND PER STANDARD DETAIL FOR 'SERVICE CONNECTION DETAIL TO EXISTING SERVICE. ' 76.3 CONSTRUCTION (SUPPLEMENTAL SECTION) SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF RENTON BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BF CONNECTED. THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4' SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE K, SOFT FOR 3/4' SERVICES. TYPE I CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH FLARE TYPE, THREE PART UNION COUPLINGS. TYF, 11 WHERE EXISTING GALVANIZED SERVICES EX:ST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB) . TYPE III WHERE FUTURE STUB SERVICES SHALL BE INSTALLED, THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER) . A SOLID CORE THREADED SPACED THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. TP-20 TECHNICAL PROVISIONS - ADDENDUM NUMBER I SECTION 5 CONTROL OF WORK, 5. 1. 17 AIRPORT OPERATIONS (ADDITIONAL SECTION( DURING AIRPORT OPERATION ALL AIRCRAFT, LANDING AND TAKING-UFF, SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTOR'S EQUIPMENT AND VEHICULAR MOVEMENT. EACH VEHICLE AND PIECE OF EQUIPMENT OPERATING WITHIN 100 FEET OF THE RUNWAY SHALL CARRY P 3-FOCI SQUARE CHECKERED PATTERN FLAG OF INTERNATIONAL ORANGE AND WHITE SQUADrS OF NOT LESS THAN OND FOOT ON EACH SIDE. THE SAME SHALL BE DISPLAYED ?N FULL VIEW ABOVE THE EQUIPMENT OR VE4ICLE. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE GUARDS AND FLAGMEN AS REQUIRED TO DIRECT AND CONTROL HIE EQUIPMENT AND VEHICULAR TRAFFIC DURING CONSTRUCTION, AND TO PM EDE SPECIAL SIGNS AS MAY BE DIRECTED BY THE AIRPORT DIRECTOR. ALL CONSTRUCTION EQUIPMENT SHALL BE OPERATED AT A SAFE DISTANCE FROM THE EDGE OF THE EXISTING RUNWAY AND TAXIWAYS. THE CONTRACTOR SHALL STOCKPILE MATERIALS ONLY fT APPROVED LOCATIONS. SECTION 55. TOP SOIL 55.5 PAYMENT (REPLACEMENT SECTION) ALL TOP SOIL REQUIRED TO BE REPLACED WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL PAYMENT WILL BE MADE. SECTION 56 LAWN REMOVAL AND REPLACEMENI 56.5 PAYMENT (REPLACEMENT SECTION) ALL LAWN REMOVAL AND REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL PAYMENT WILL BE MADE. SECTION 73 TRENCH EXCAVATION, FOUNDATION. BEDDING AND BpCKF?LL FOR WATER Mp1N5 73.6 DEWATERING (ADDITIONAL SECTION) DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE WORK AND ALL COSTS THEREOF SHALL BE INCLUDED IN THE PRICES BID FOR PIPE IN PLACE. SECTION_74 PIPE INSTALLATION FOR WATER MAINS 74.4 PAYMENT (ADDITIVE SECTION) PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY; CONDITION OF PIPE INSTALLED PERCENT OF _BID PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.0% PIPE INSTALLED AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% SECTION 7% JACKED OR BORED STREETIRUNWAY) CP.OSSING5 (NEW SECTION) 79. 1 DESCRIPTION THE K AK INCLUDES THE JACKING AND/OR AUSERING (F STEEL CASING PIPES UNDE; T':e AIRPORT RUNWAY = 'HS LOCATIONS SHOWN ON THE DRAWINGS AND PROVIDING PIPt- CASING SUP,-.)F"5 ANC END SEALS FOR THE WATER MAIN. 79,2 CASING MATERIALS THE CASING PIPE TO BE JACKED OR AUGERED UNDER tPE RUNWAY SHALL BE SMOOTH STEEL, BARE PIPE, WITH OUTSIDE DIAMETER AND W41LL THICKNESS AS SET FORTH BELOW FOR THE SIZE OF WATER MAIN TO BE INSTAL-ED, AND COMPLY WITH AMERICAN WATER WORKS ASSOCIATION(AWWA) SPECIFICATION C200, WITH A MINIMUM STEEL YIELD STRENGTH OF 36,000 PSI. ALL JOINTS SHALL RE CONTINUOUSLY WELDED AROUND THE CIRCUMFERENCE OF THE PIPE JOINT IN COMPLIANCE WITH SECTION 79.3, INSTALLATION. THE SIZE AND THICKNESS OF STEEL CASING PIPE TO BE INSTALLED SHALL BE 30-INCH O.D. STEEL CASING WITH 0.688 INCH WALL THICKNESS. 79.3 CASING ALIGNMENT THE CASING PIPE SHALL BE INSTALLED AT A LEVEL GRADE AND AT A MINIMUM DEPTH AS SHOWN ON THE DRAWINGS. THE CONTRACTORS SURVEYOR SHALL ESTABLISH SUITABLE REFERENCE MARKS FOR ESTABLISHING THE ALIS"MENT AND GRADE OF THE CASING PIPE. THE COMPLETED STEEL CASING IN PLACE SHALL NOT DEVIATE FROM THE ESTABLISHED ALIGNMENT OR GRADE BY MORE THE TWO PERCENT. NO MORE THAN TWO PERCENT DEVIATION IN ALIGNMENT OR SPADE SHALL BE ALLO: 4 ANY TWO CASING PIPE LENGTHS. THE CASING PIPE ; )LL EXTEND A MINIMUM OF FIFTEEN ( 15) FEET BEYOND THE EDGE OF THE RUNWAY BEING CROSSED. IN NO CASE SHALL THE EXCAVATION FOR THE BORING OR RECEIVING FITS DISURB THE ASPHALT SURFACING OF THE RUNWAY UNDER WHICH THE CASING IS BEING INSTALLED. EXTENTION OF THE CASING MAY BE NECESSARY TO COMPLY WITH THIS REQUIREMENT. 79.4 CASING INSTALLATION THE CASING PIPES SHALL BE INSTALLED BY JACKING OR AUSERING OR BORING WITH SUITABLE EQUIPMENT. THE CASING PIPE SHALL BE INSTALLED SUCH THAT NO VOIDS OR S-ACFS EXIST ALONG THE OUTSIDE DIAMETER OF THE PIPE OVER IT 'S FULL L . .STH. FIELD WELDING OF STEEL CASING JOINTS SHALL BE ACCOMPLISHED 1N ACCORDANCE WITH AWWA SPECIFICATION C206-75. JOINTS SHALL BE BUTT WELDED. THE COMPLETED CASING SHALL BE CLEAN, FREE OF DEBRIS, ROCKS, OR EARTH AIL➢ READY FOR INSTALLATION OF POTABLE WATER MAINS. THE END OF THE CASING PIPE AT THE JACKING OR AUGERING PIT SHALL BE CAPPED WITH A STEEL PLATE AND TACK: WELDED TO HOLD IT IN PLACE UNTILL THE WATERMAIN 15 READY TO BE INSTALLED. AD! - 2 79.5 F1PE-CASING SUPPORT AND END SEAL MATERIALS PIPE-CASING SUPPORTS AND CASING END SEALS SHALL BE AS MANUFACTURED BY PACIFIC SEAL, INC. , OR EQUIVALENT AS APPROVED BY THE CITY, MODEL NUMBERS FOR THE CASING SUPPORTS, SUPPORT RUNNERS AND CASING END SEALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 16-INC" WATER MAIN - 30-INCH CASING CASING SUPPORT - MODEL A 15 SPACED AT 15 FEET SUPPORT RUNNER - MODEL FP CASING END SEAL - M -0EL S 79.6 PIPE-CASING SUPPORT AND END SEAL INSTALLATION FULL SUPPORTS AND RUNNERS SHALL BE INSTALLED NOT MORE THAN 12-INCHES FROM EACH END OF THE CASING PIPE, AND NOT MORE THEN 12-INCHES FROM THE BELL END OF EACH PIPE INSIDE THE CASING. HALF SUPPORTS AND RUNNERS SHALL BE INSTALLED NOT MORE THEAN 12-INCHES FROM THE PLAIN END OF EACH PIPE JOINT INSIDE THE CASING AND AT THE MID LENGTH OF EACH PIPE INSIDE THE CASING. ALL SUPPORTS SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER AND AS APPROVED BY THE CITY. END SEALS SHALL BE INSTALLED ON BOTH ENDS OF EACH CASING. END SEALS SHALL BE INSTALLED AS RECOMMENDED BY }HE MANUFACTURER AND AS APPROVED BY THE CITY. 79.7 PAYMENT THE PRICE PER LINIAL FOOT FOR RUNWAY CRUSSINS� SHALL INCLUDE ALL COSTS INCURRED IN MAKING THE RUNWAY CROSSING AS SPECIFIED HEREIN AND AS SHOWN nN THE DRAWINGS. THE PER LINIAL FOOT PRICE INCLUDES MOBILIZATION AND DEMOBILIZATION; CLEARING AND GRUBBING ACCESS AND WORK SITE AREAS; EXCAVATION, BACKFILL, AND COMPACTION OF THE JACKING OR AUGRING PITS; FURNISHiNG AND INSTALLING THE STEEL CASING PIPE INCLUDINU THE JACKING OR AUGERING, PIPE SUPPORTS AND ENO SEALS; TRAFFIC CONTROL AND PROTECTION; RESTORATION OF SHOULDERS, DITCHES AND OTHER. IMPROVEMENTS; DE.:TERING AND CLEANUP. AD1 - 3 h 1 STANDARD DRAWINGS A +1yJ r N f GENERAL MISCELLANEOUS DETAILS VALVE OPERATING NUT EXTENSION DETAIL I � � 1/l•0,4 LEWM•� SEE DCT�IL //C r� L l i '� .�� Alp'DL, t/6' H;h. +H:;eM(SS 1`RlAI l[HDIx 15 PEOOP[D. 118•"IX, THICMSS, lL7 VALVE OPEMrIM MU, F%TENS•oM VOTE `�.J/6' SET Sfll[v. ❑TENSI0N1 a( Rind-Wl'W!I TR 11111 IWT IS IORE THAN"'tt (J) tRT HLOW IINISPEO WR EtiEM;M$ARE f0 4E A 441%)"W ME (II Pat LOW. Mil ME FRTEnIM TO 6E USED PG VALVE. 1 1/e` INSIN WEASUERFT. 2 1/1-DEPTH. WRITE: 4L E17114SI 15 40, TO at Ytl( TW :COIL s11r0 AS Wft. sHC 17CHlEc Hn. GENERAL NOTES THAT TWO IWIS Of GARW EL,- PAIN GENERAL AS Ali CIFIGA."6+Pasn,. PAINT CO. SHOUL t BE ON ALL OR M ANPpy[D FOU4. WATER PLAN SETS RNEML WTES 1. All .g11 wtenlll Small by In CMIofN.. lltn lM Its."d,Aw b![fltG- VAL VALVE VARKER POST nuns or the CnY of Alt—9t11111 DNnbwt And the ttult ad It of toy PHA SLANerq Aw 5"Of"Itlool, ELEVATIONS 1. At, I.,I'll P Ivllq Hi "', [wxn Ye a,d'.'wte Nb n Pwn r ew cart,acto,'4 1l4gpnswlity to re•+ly the true*me corre(t IONnM SO AP to e11l1p 0..or plolurbn[e. J. All meter Mtn O,, be be cwlt III,gKt11! Iron I'M t0 Ms: Wc'a A41-51-1016 01 Isla, ,ernton, MlcMlst Class 51. Coal%sorb• i('• till"AM 1N1 odmi$mall tonlOM1 l0 MI51 A-21-4.I4 or Isbell no.i PlM. 11N J01ntt l0 w Nth'"or metwnlcll pint, 41W1nq to W class f. 4. All fittings to as last Iron,towent lines, Class no, unless olwn''It 4wPfte M 1nrro,[wlalatnq to a si SpM. A-N•10.)41), M51 O. fated rerillM. All filling Joints le be NImIymli AI )alnt Pr flange. V Ylangad Joint$Stott w dr I11e ,4 secer ce with MSI 6 16 1 led tPull M In ID, M10t OtMnV!M cliff l lung. 5. All melts OR m 10 Incws And enelte, to exi A awyal terms,of 36 Ito' • MIP 11.,11 11.1 All Nler Ntn 11 Incwt Aw 1.11,small per 11 A w 15 Ways tel..I'm M w .H 6.... Yn wI"y w .....O[Nr. R sn b De lwyll to Over. 6 Al pn$ 1w11 w orts,ull te,:W Ind dnmlwce 1.K[orWntt Pit' the 1. 1, Wlicil 01 too city o1 Atnten Ind the NSlinglw State...I'm wvs,LNnt All pressure testlnq iwll be 4l, •o the Puri of A mm- cMi![ne o, 1w City of Alton_ ). A preclitrp<l1M tM1erMKe me seenty.Iw1 Hwr .1,oe HIII a rNulre prior to Its""M. —at.W[b On. 6. IL SNIT A! the Cat'." NSen it'lit, to pure All ne[asbr. .—it, ono, to starting tMs4..aun. MIT Wd.#ER ARCTIC 5_ Installation of ty $tops.NLM SNVILa. 11ws And Peters tol VALVE 11Se b SDA aL gE A SFI 'WRITEYA[i[ A[<p. p Plne the City tl DY lne Ca OI RenterRenternt 1 i -, Metf6 SWII g[ 411NTE0 YITN YEL COATS DI 10 All [mat.,, to s.tl,Iny aftin%mat to N 1[t. .wl, DY ,T City Of 11.1 SPEC, 1tt Ill IIVTI1,411,JI YELLOW) AS All..,it. ., tll..a neierla4 b M 1Yp011e DY tne cltrNb,MO SPEC Iry DD 6r 1st THE POST lVE RAIN!to. M w M•111e P.io1 b Illy nnV f{URapn. MPWS1W IDUAT. THE 405T SxTO It 5[V A, PID S A1161 E5 TO THEOT D IN Al IWI III, FASM 11. It$wcll O Pthe pre evoct."iwd by 1 rRAy to Rare o1 he CITY M0 SHALL K SIS LW IN 1 511E W gTo It bw11 De the tM<N[to,'S RWMn,I'o,' io Ntif) the Ynlits Rat ML[ [ONSPICIOUS LOUTIOM, DIS,1WfE TD (A wNn In 1prly of M,H11I1wq to clbtrvtllM. THE VALVE SHALL 6(RATLI STEWILED M THE 11. CMtrtttor 20 pro,lse plug, Aso tdPl,a,y blew-efl u1wD1 Ns for test He MST WITH Tip IRAN TI MSEM WITH PANT 113-102 And Aunty u(w Gwe OrtOr to final 11A In. ¢q AS SR(CKI(C 11 M(SERVAT:VE MINE And U-a APROVED E%AL. Palmer,1960 WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS IIq InpYlli GWllp roil, CI ALL 1. C.10A 1Ctp Cdfll[i[ Lyl.Lp I>4 LdT, It I 1 RYId CdCµrt r.,*1 !0 H cull 'FACERS,LSISI OISICIF,. /��_' rf1Yi YITh TYO WAT OM&L CIA lVt IF,., / Ilp. .1'l0., IYRWTIpIp Y tJMOv[p 1 •. � tINMt b / I 4 \\ Flu ' l ^ cmm. + b �\ Mrs § II Mon ,..�T.J15nwM MUA e<uru A" '¢ 1}^ / iMple LW1nct Ir tdCut IS YOr L It Ip, '"TF PCV I ILL 1Fµ 1[ \ LCOWUp IV 5 IDEAS rut PLAN ELEVATION FIRE HYDRANT GJARD POSTS 12 \ INMIFI}CLI FL A:I un fm[ l'a .IY. 'cut,lO( TEl xlpyMl [1111 TO IMI 1-5110 µ mvo rµ111C STfI[5 CfSi IM rV[ CO. rg0[l },W MrIMY(0 ® ICuI.L. k"KEFAFICµ JOIMT II:Ltr VIT1 LION. S}"MIV YnLVI d[YIY4. 1Y0}�'x05! CpIVt:T IOQl Vl.rldµ f1YIWp iMt(•pi, Y' IIM(R Cdv<[lld r11Y W SEATTLE ?WAN AN 11 "XIA404 VENIAL.. elµ FYDAA.l IC SE 11114TEp Y11F TM COATS V r•IVT,Iµ SEIIVrTI V[ rf IVT M. L)-\1., IYTtWrTldµ TELL. OF YrL M J "LA, L.ON Mx IOCF CUT rON(A cauullMA r0 rµt Rpfp11A1 YTOWII [RlxSld NO.rSIct CAST IOd MW 101. W Ir u1 up MAI Tp'It.YALVI CO., Z STYdw/"w SECIId Ylrx At CYLfr WE 1[C110A. UKI. O IIT I (WENT, µ0h1w I twalt I(OC1I.1 M I{"�MY1"MMIwl1 EWER[TE MCA LffT IRQY I Y1TM q ITTI \\ {"ELW $ LI lN 0,71[1 •y LAT[ VALVE, 11.11 RCFWIC.LL JOI.T, Srnl t.cx vD[ tWAL ro wtu.11 t0. Aa)M'Ii WI All. f0(11 I 10 11.1. ) -C•. CAST AS CLASS L}W W(T1L( }C0.11. MIYIIyM WSMIO O . CLASS $L }. CINMI LIMED, IIR TV N �1. EMKL ANSI" 14 .0 1C III." L IYO J/L"SRl1 11t SON. !!Milo awMm a J"Mesluo rd TO m OM1M J FIRE HYDRANT ASSEMBLY FILL FIRE HYDRANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL CITY OF RENTON Mol m ic..t DEPARTMENT OF PUBLIC WORKS Axc•Rv,1SS0 "m MO 1.. 12" mlut .....vE w 11,11, 1" CwxOMllw "0.Vlrx 119%SAW I".$IN Or EASE V•LW X1 TO IYLE[x CO. x-IWIS a .EED nn IVES I'•WE w"son car.. MI.G AS 11Ew111O y wAt _ a PLAN Mr.a[ .I.1 AND[owl. To.1 it CL[•. I �O.[tlw[DWL ro OLI-11 I-LA"' CC ... .... rw Lourlw, ) w SEII vn.SOLID Lm t1CIn rox w1 or OCt[ss x.x.OL[ toY(x` [ov[xOlx•w.ItrYMOlwe CwRM CEIIrE 11 rusTIA SHOOT. Islet -0 oNSIOE •.t uc or xo.lusrNE. 'NEXT( LtVELIw MICR MKS.Il. E' MICMESS 0'6wN SEA xE[C.al USAGE W' , ORIIT Cw[ SEC" S.fET. $T(. �1E"xlGx rw Y4Yt w•ME. YD LNDM j i4 AITE w1ETO.IxTw 01 CtA" roDDy[15.� uT. or sunLe xww I D. ws[ SExnw vlTx CVt 1 TO MTC.lxt "I S[x SECTIw 11, 12' 11M.WI, Ettw TD AS.,. Cowan .uovcn, aE �I twunE svro.T xw 111 11.011 'A, 1.11µ1 xoUETTELEW 1W MIX TO[T..fW 17.11(1-10 C01IT4111) EETVEP .u[ All CwUETE v-LL. . ..•.tdM.Cr[D F"Wiw GMVEC: :::: LIMTv c.oN I'll" .xOUIo ''1.1.tTEQ rDO.M1I0A cwvtt ELEVATION ELEVATION 1211 GATE VALVE INSTALLATION WATER STANDARD DETAIL I CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS •.eEn. 100 CONCRETE BLOCKING SIZING PROCEDURE • 4y[•4 ,. TA wsmt eI tent.„e 1..' [p n[Ilp N iwr,nl MM, ltS Ibbb. . 'ne.,-w<f bbb-1. 1 m tM tmn.0 i iM f0i 1. TM ytM<f eI platy[en[gN 1.twe IM le: 1 .tn„ipy 1... In<ieun I. TM trw In wwr[ Iwl .I tenth!!I. I%A.1 .bt p..na IM.i!! er [M a.nn If IaA.w e:•;.;p w[Y.w. In.awe..haw 1. ( • - \ TN I. 10. IM u4.M<r:M Ip!el IM wll p<S... In Twl.}. c. ar AI• CAP 1 TM t41nq..aNun a Isr MrIpnU1 er rll..•e tnrwl wlr. i. wllne el .A m.wt ua.yf1 a ww1 t0.. tra than v: E2f BEND tM Metn frw IM t .urr<u le tM Yle4 pwe. • J. 9M<xrw[ III., M a. <r...f ln< ae 1<<prwlynl< ht[Meul•r. •i•< .. TA w,thn Haan^ MII M„pp UW fwti litet:en )1-},14. [. lYlYgl r In yW A 1.pt [ r11t1ny Ilw. SO. Il Hl•L4 wulny lew in IOun.fllq. a_ I1.61. 21 _ 6 • pp[4 el Tryn[. in (pt Y •V+<In el T.w<A in rp.l '\ J •n.el tpn<nh Mlte ya w.,.plgT IM 5:/f er Ip La,En k y.fM Alellt e< lyh,Ty.wl He<. I.rwl ` p< •2Y.ix I .M ta[rlt.lt Terwl Hen 101...ly su•ra. :. }„I b M.iyn anpm el tM rn.wl I1.[4 In rnl � {C'BEND wpwo sv„•t[ TEE ! <. i. uaA wse Y p. MULA .c.celPTIMS li f BEND 90' BEND 1. au ar wAh„ UI _ lvrva I:n.wngl r sTT,n° TO rT•n` FIGURE I t. Mlliw rlplll aI TIIrvH Ha. IIV) .9b0.1 Tr",tl 1'01 •n bum eI 1..MK Mtn el Cwr.w ;n((!a)wtl-(hams! NOTE FOR CONVEX VERTICAL BENDS BLOCKING 1. Tllnn II«.. Oi met..01 nw :n Z--�- • r. SEE APW4 STANDARD PLAN NO, 73. 1, wlenr LwtY er 111rva O«. l4,1 ..•w M cwry Mf'f"�'r,` r` TABLE I S. DDpu:.a 4pnt pr tMtr.b Icu. u.) •IA:Mt x ep........t.l •0.0])0. )xtuR a mgx(5 1x. •IIV•4•III,) .0.017), S12E I.2fSvu 01Pos nl Tsts W. s• t2 LI/.• I' II.M.E M•e E.Os It«0 e2x0 e2x0 Iu0 "I.,w.sI.M wwnt el ...... rfqu:rN to ll«. i,. 3w 2•120 Loo 1,6p p)C 4)c i.w!"t 1.wUr qln: IM ne.•.I Owra iy eham. 4.. _W .q o 3.180 S.1M 2.910 10 15C I. 6r 15/.• .M Thy[e+l t. [:m In m w..rw : i- uu...w.w.r„.1. 6" )00 1.5G0 I},000 6,510 1.1}0 I,1a e'x 1p0 13JCt i1,16c n.550 S.eM ..q]c. sell.m. _ 10' 2)5 21.620 10,510 16,540 1,130 4,pe •Y„.UM lrohre IS.. Lsl! 1) • )00 w1 li" 250 9.9W 4e.0V0 i5.93> I-Imo 6,w Ova is!aw•hr.1 IS pi« 9.05 in . 9.Os/12•0.15 ft, t50 46.300 G. 1.Twb 1- re. I„nn IP )SJb 10,0)0 9.].0 {A Inrufl e. a pre.ture 01 Ilw wi.w tw that •1D' .lee i< it.160 w.wt. 16" 225 45,250 64'w 34,620 17,650 9,0b Gp t0 rw 1. 2 T..l!I Vv.< txr..I.4<.In. Ipe IOr wD palL 3.000 le../M. rt. <me IF' }0O se I;;- n.0011 1/d40 r %0 ¢.1 00 Iertelannq tAe 9prl.q.i"i..... .M..,t.-.1 IM IOn..... 10" 2M 42.N0 ea,900 .e,08O }4.930 1},56C pe t. .M w<.1l htipn.u1 tM p.)a. we Ily w11l.el I f`n A" IN 9g410 IiI Je0 3', )5.1]0 0.100 Inl •4 IwI )0- 200 1U,))0 199.9b 11.150 55.140 ]6,110 vlax e1 v.n<n Ivl • 11„[ 201.510 ie).950 1SSJb 19.4C0 b,)2^ Vi tll ro.....„.... ....rn.t�w,w!prpc..e [0 tn. I...1 - hlwltt0.f }..M 0I tent.... 1A) r �..rf- any tea Y 660• .,1 1[. 1.11 TABLE 2 wiWr Aip l .r Tnm<t Hpt /1L1 . 00•20�r T.w<. n 4. 2,0 11, 11 1 .e„< T-•7•7 !M.n ne Tnru.t Il OeD 1"m..wnnq Iwe. piwn in lM Io11 tn.I Cenvntf a. 10[I :nq t.b 1. .n Lr •Yie n I lrwtx In h.t V - pint I«O�r•.11r tl I'„ lel �flwt,"bahl.1 11l<u<t<lA.n tM«p[n OI ww 0wr IM pi«.•[„e[ •2 0.)5 1.13 11. wll G.(E 1[wIY'u LOw tt Dr .0 Mtn 01 innn Ila. Il• GW n 1T� 5011 <UD .ON A z ON fMe •h^ swe aD i..w1 GAnhe uin un s "ON ha.v:.N Aw.nt eI Cw<..[••IAi x.ra hall Io,00v •111.. 1.• Od • O.Olro4 l^.ao e..w., pn tn.wa MII w .HrIyl A va e e 6, .. - 11• •12.0.).56. 1 I •roa. wus IOw.n.en.e. byp nr ..i 1) •0.0))0. nDl.[.wnt hill,Mlba 01 wll:tiat awi 11p 1 •o)o< rs. n. •a.. a .., u WATER STANDARD DETAIL CITY OF RENTON YO, TO SCAIF DEPARTMENT OF PUBLIC WORKS eovereEp w,e TIE ROD SELECTION TABLE fYrlA w tll an SUE milm ran in novel nl p ) 6 f D to 12 I6 • 16 w Ie0 Lipp ):r r' )00 6a0 )Ir' 1/2 I/r' r wD ts.ta vL- W tn•. •0` IA xt Axe )/V )/r' 1/2. IS ISO ))•AD )/a' I/4 TA" ISO 64.200 1/6'. 16' its 65.2lD !/A' SR' - It xa Sofa )/D' Sit !D me ".So )I6•' S/f :e la )a.6a 3x4. )D xao 1e 410 r' x/f. x aD a).SfD I xxr ans- I. )Till to tit 0114% SIIREI Wn r nllwlt slualr Of 60AW•s, a"t" x. TI Iqn StALL wn wTlr14-fDY11Ll THREADS YIM AT Lop Tq MS IT SIR (YD It a( s(ll•lml11f Ifil ). sttlwT«Dr StIlm MYltls Yin Iw tit Ilan Ana"" W,k n SUMEK.l TD T411LIIl TM raG TO lxt ."t 6. 111 ADn "Ut RE NLYUIUED w tWtO.17H t taTS B WItIS f0nw° I.E 1117ylWsnt Jn-H (14." uY111111 Ml T."Et.... S II(tl ao tlXrLrRS ISTtI.W Ea11iDMTla 00 t%IA0 SWL n YS(a TO aaltl T10?it HODS n r,M-It SET 110111WI llllnR ?II "it SI1f LW°C :OArL4l�pn, Sim V~OMIM1TIN a fowl ST[uM [OLsOU' M M (.W 4r ar L 0 CAST ON LUGS TIE BOLT RETAINER CLAMP FIRE HYDRANT AND GATE VALVE TIE ROD ATTACHMENTS WATER STANDARD DETAIL CITY OF RENTON .Ol TO SCALE DEPARTW. PUBLIC WORKS .ovemolO tflo DECHLORINATION TREATMENT PROCESS: AMOUNT OF CHEMICALS REQUIRED: Dechlonretlm is mccompaned by ma mmnu naOUa dMnfJl nrngre a The n1abW f CnIOMa In the plpellre wll be nautnlued Dy Ine":ng alm one the tlee and CO,nbonscl dhlone'n the pONme ant,a decnw.renm,pant Of One Chemicals liswd In Tattle I The,moon'Of the cfemol m,.tw all, The type are Onde df dec4:longllorl clevluuls awwwle en be daermmed from Tate 1 betted m ne vdc�ne C araler and be nIW Wl Msah Tlil•aYY Inorfennyd•ousl chfunne cpx:enfranm in dr pipeline Ta hcai grede-_10010 baps 110d1nn 9,01m, TABLE 1 Taolkah nd%(a s ydr 1 , bags Pounds of Dcnor,wI,crwn ww ggwred ad aaMraha venous Toian [9ntJttt XOIb rbl Plesldul Cnlonre Cpremm�ms It,E 1.wo Gallons of Niter TamnfGal grade—go1D brjs aM 4000 drvrns � CltarladFl aFtl Aewte,IIMe11'ad p"eabi flesldWl chtohe $OdWm $ppiur Co Imrem Thg ffm $odium &suna•e IN,or ppml Inor�ennyWOWI Sinn. lann d•:,ue uc 01s x 0• dx cx x 06 Oa5 0]0 a0 08 ON OM x 0 O)s as6 1111G 80e41on:A M by ym 3,,c,a,,~Ot de daCnbnMtron C 8I am De pe0aw Dv dlswIIn%every I ID a dcnbnroten C11 "l ueet in 1DOlbs M Water WTen pepemg and a0lut Onim IM CD9mH21 a+wld Ve Wned 10 the anw and mulad W W p+e CnemNlil hag OdmdawY deea.ed APPLICATION: LOCAL SUPPLIERS L Mch Maand For amav MN ett decnlmrytnin un W who Oy cooNt,nq the van mters and Pilaw, Onbnntted Yaw n a GIXlwrnleril wre+and adding wm cmanudus =I 5 "', mlaug me npuInd amount of a dachbnranm'11e,"1 Nock sawfrm Kent NM TN s 623-W51 Or 072-50o0 flab W dachbnnahlg cnent"I for awry t001b5 C ewwl IL CpiYen Feed■wde0 Jonas Crem¢sh,Inc For wipe ppat, s Y COhwhment oa the r.I ICInndMd"W d rmpa— -e COnenW W law rn i thw m fKpnrtertla0 The 1ba nee 1gt5 ne IY Vew #S7 for be_hwmewd Wale wll be sat w a cc,nstItm rate In an�cn a Tacpne WA TN a STR9670 OOI41If1m nle a dadhwlrwipn cI0 1 C811000,sauem shell M fed,n10 der 'Ae IWo lows wn be prpppn,oned W sat the detnbnnabm. chem wesl CO ,ttm i One, "KMtmgn wIt be ccnj.h d mr 4,w me pandd 2923 NE SweMv rw in the chichnou d aaw from I e poNine Seer, WA TN a 525-0120 a ,,5&2ET96 PROCESS FLOW DIAGRAM: DechlohNDpn Che Iasl5 tia wow I) (by warpell Of W y CMII6M1ttr11 Decharge to W1wr ootaoh, vnw SunwndnvJ hWram etc) Ilona trlo Area WATER STANDARD DETAIL CITY OF RENTON .HEPARTMENT OF PUBLIC WORKS erIts MIe eff IeYWY r1Y YIIM!"1»rM .Inu i••Y LMl •. —� i"Y(eYlne IYY Lalnrc 4Wlee rill AS wougue Y'mliPiSte Iw'I". IY'iYe PLAN IA Plitt LAsf IeY w(K em, low(fo uc. in Lo.• ttMwAo r'To HL11Y. WIT.'11 µM"It tl LT(Y(Le6M TO/IT i 4 kfu I r.. ,c ln YI4b id'Y K.D. f<4AtE r'e4wlltl Im rIN 1•'lq t fr.YfT MIT.. nYKe leu4 ro i14wM a-T»-e I r•licit elms r'wwilY nY pert amre CAP»NK uY»»PIT I I'•w ILM ELEVATION TEMPORARY 2" BLOW-OFF ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON . , To uA,_ DEPARTMENT OF PUBLIC WORKS rVT[nDV1, 1061 Mlt Y MLY NIIfbL MTYV1 MYD All YW YMIM RELEASE YMYL MS[MST SNALL If I`MLI'IY( fTV.1V[} INSTALLED AT TN[NICN[fr POINT w LIM If NK- rOItT 4LLS IY A LOCtl Ip YMM ASSLWV LAMDT M IMIALLLD, rAONIM ADDITINAL MAIN M LIM TO I' FLV LD AL IV V Ell NISN MINT AT A LDCAMN AMM ASMAIV AM rI E. FIELD LINAR M IMTµLED. 2'DµVAL MEO IMALL'III i TO 11, gyxt'COMMIE DATE.bM YLT. y OT M[YIYL MS MCOAIMD. 1/D' fTE[1 DIyICNO PLATE ONE M I-119 TIW gdlf WO. 2 TO fM-Tlll -ILD SEµ C0 MDWD rlrl b. i Y{ttR bA. MEAD LOLATt. WIN SANE MCILL V.2'At`Ttl ir2 b' MYD 2 # MND NITN tt "ME MMIt DELMCN Mw Yp 11I xl.µt 2- DO- MAD Nla 2' DFly"Itto I•N NE MW[ DATE M.A. UNIDO IDWI It ION TO MD-W If[YAIYF CNN. 114. YL 200 2-2.W NNM VITN CLM[ LITTLE MMEA DHM ••D 2."VANI2ED Ibll PIPE I' LY.11. 1/2' NDLL LDM mt. } �•`` .- x �,�t. d'�•,v :btt�l-2'.O0'L[YOS VT"CLOSL R� •Nc •}�`• j �.:� .�. MPAU D[LVIIA DIADi .�5y� CODMMTIN lot)0•DEND. 11 �y2•�N a}�j LL [.ED, 20[DM[D, IMPEL 10 �,pi. ��• - 52�I{o�. +�.NV��' IDIELL[Il L0.M-1$OSS DS[AIMI[ Wi-ID Iftl rRSSIM LLVMIZLD INN It MD MTMMED N 2" PIPE TO PIT Ms.IN W.. I"DC MxD DDWLt STMA}SLMfit CLM.ITN IH U.ED MM ALL NAEIAM VALVE SIT EDIEM TO 1A LLtt to, 2"ASSEI l -MCO ALL LAW DII tMMI 2" AIR 9 VACUUM RELEASE VALVE ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON MOT 'O SCDLE DEPARTMENT OF PUBLIC WORKS ILLAW. 1%0 Ml {{{1.14L WIto USM-W-W. jl I/•'.IS I. DIAMOND I O D I.N w.TOWN. 1l IrTKI KnB wl•T r9prtrV utl Ste' sTO I E-Illf r.•Tt IX ED. -I wWL ID lCL-Tlif KIU 1L11 tD. .0. I KTLII 901 �I — "^"— Y yi• IIJIOdO ELM•Ir KTE9 WITH•• T'MADE 6 IIIOY N1.{ IEML( Swum EDWL SO IDr. !L-t I" IB• /L-I rr 0.. 1I AL µA"WLYF EES 19DE1 rl1! i(N#f iM(AS KD It9lOCR YL99t FOWL T4 Jµt$Jµtl CO. J.1Sb-/ WT91 KTP SWLL r SwLIED r I tAlWNInD LBON.In SK LET - DKBW1rD ILw�r1K r ry(r ILS KpuIKD IND EXPIRATION SIP IBM I'll XNulatwLL Ta IAE'LE� TIMID -90'tt: uKYLo CLANK..LE t IBE'JI 4LW, SC11114D, 1I ISpY1K0 rNd[IITr pVyfN SW.II 9flp✓1 Cµ µD w'Cl9W, fCKKO INSTALL C"J.1 ADAM'AS III N[0 CLOSE NIRLE D{MFY RwYS TO INSTALL+N(IN SERVICE LINL y 90-ILION. SCKKO w'ELM UNESCO "O,%MLL ar—f "IONS 90-(LwN. XKWD D0.SLf STW 1..IVI I ALM SLIIVICL CLAY x Ip"L To lAEL1ER c4 I 2" WATER SERVICE {� La••.1»••tWCKn Kn9 wD LI !Ix ONIKr9E0 9141T-DhWT 91.V y1C'STEEL BWELLS K•n CO10 g. / I91T#1 KiiO wl AT OWt9Il' !v [N:`. n iw-TIT[Rtt9 UK n. E9 1LIV' lLK rnB ND� I i. Kr WEBB one cv IK } ---. wB CORD uric LOOK TO 1 uk n. 0.14Iw i on.Km%10`NIn 1K',NIK 1'w td.0 [i AERV¢E 10L'. TD NKLLIr CO. N-14I5S �. CDBIMNI• WAD TTrt ••.•.SDn CWIL.TUDINS Bw L01 aLL[A n. N-ES }v YTo 7_ EIKbIL -L WttI RRA TO K SEIPLIED ry THE CIn I! SMILE LINE TO xWSL IS To BE INSTALLED IN IK IM INSIKL �l SOFT CdnO TYBiMG COd0.4 COIKII TO udl qK IpWI Tp WELLS'CO. 0-IS4I5 NITN WtVµ III, INO�- VE a,AND MM,C OIA(11 SWII.AS d>r0 INSTALL "t.II*G S.Lt M KWIKD TO INSTALL 7"AIA SE-VICE LINE To TO ILYTENLIYI O!WTLt�L04r MIM IMYIK IN CdIFN 4CASTpI pll py B (il lE SLr WTI%ltl LINE To KT4 Wt{I1 Mu } B I" WATER SERVICE ASBESTOS STAVI CEs IBDO 1Al1.IND STILL. ASBTSIDS a1Bx+ 7 S WnA MIn SALLLT M ELE R CC 3fN:lC( (LNK [pUAL TO R�llld ID WATER STANDARD DETAIL CITY OF RENTON NO' IC SCALE DEPARTMENT OF PUBLIC WORKS MOVCMBEN 1919 1 W 804 Renton Airport SERVICE CONNECTION DETAIL TO EXISTING SERVICE i i TYPE 1 RetaP Existing 3,4' Jopper Service and if necessary Adjust Meter 8 Meter Boa to Grade ' Pan comae asev= j cc� . 1161WVA Lam ww Ewe seems W __ ___ t • -_-� txl{Tlap spawes Eaw ___ ��'�� �\f� CUT,EA L TO 1 O M anerwe n/ Cweae Lea TO MEY LMPOeAT1011{TO{ "mum VAW%m lamp; TYPZ 11 Retap and Replace 3 4' mIalvanized Service with 3-'4' Copper Service and if necessary Adjust Meter 8 Meter Box to Grade TYPE Ill Install 3 4' Copper Stub Service Including Meter Box NOTE: 1. For TYPE 11 8 III Service Information Sea Standard Detail tot 3'4' 8V Water Services 2. On Watermainc that are Bonded for Cathodic Protection All Service connections shell have Service Insulators. WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS MAY 1984 P:Igc 208 Standard Drawings ( AS►HALT CONCRETE OR BITUMIOUS PLANT Oil REPLACEMENT PATE" CUB SHALL It VERTICAL LHD IN REMOVE LOOSENED AS►MAXI TRIM Y[ATICALiV /STRAIGHT LINES AS DIRECTED. (`EXISTING ASPHALT PAVEMENT COHCREtE EXISTING COUCAETE PAVEMENT COMPACTED CRUSNEO ROCK / _ _ TYPE No. E, YMEw ORDERED E}ISTINC AILiO BASE' I ; LV THE ENGINEER i COMPACTED TRENCH BACKFILt A L T E A N A T E A ' ASPHALT CONCRETE OR BITUMINOUS PLANT MIX PAVEMENT REPLACEMENT CUT SMALL BE VERTICAL PATCH IN STRA s THICKNESS Or Fi I NG IST ASOD IRE STRAIGHT LINES [UT YITN INLUNATIC ►AY(MENT CUTTER •i ►AVEM(IIT PLUS E• EXISTING CONCRETE VI$11NI ASPHALT "PAVEMENT PAVEMENT — ' • , y � EnsrNc RI[10 BAst--� — • �' � '�' •A WHERE YIOTN Or PATCH IS e LESS THAN IVHENE PATCH IS A' OR�.. 6I6'MINUS MOR1 IN WIDTH CRUSHED ROCK 1' ( coanET[D TREMCM to.Yn LI��/ 1 e•• T6PIABiE Ir• L" s^ RIGID PAV(M[N• VITM ASPHALT CONCRETE SURFACE, A L S L A N A T E B ' EEMENT CONCRETE PAVEMENT— 1 T V ► I C A L P A T C H r 0 R A I L 1 0 P A V [ M t N T r ASPHALT CONCRETE OR BITUMINOUS [MISTING ASPHALT CONCRETE PLANT MIX NEPLAC(M(R1 PATCH S'• MIN SURFACE 1 EXISTING OIL MAY 1 1 _ 0 EXISTING BASE 5/8"MINUS A•, CRUSHED ROCK COMPACTED TRENCH SACKTILL T V P I C A L P A T C H F O R F L E A I S L E IF A V E N E N T GENERAL NOTE: 00 NOT $CAL[ ON CLASS MIX SHAH NI CLASS 15 SFt MEIN.. OR CLASS S(1.1/E) YNICNLV(R IS fh CIFIEB. V PAYMENT CITY OF RENTON '*((MINT CONCRETE CLASS ( ) FOR PAVEMENT PATCH". PER CUBIC YARD. Pavement Patching ASPHALT HALE EOONSC R(RE i( [i lff 'B' NOR /AV(M[Mi ►A TCN", PLR TOM "YITUMINOUS PLANT All FDA PAVEMENT BATCH", PER to% Stondord Plan No 18 • 6 -O" rr co P/PE OP95 VjF TiP4T/.7'✓ • •' e 0 • ELE✓AT/O/V�..—�ojy� THPo�'GN I i I /SON MA7�•.�! Pic F.:�+ti'.�_ N� Tc NO SCaL E i cc qss a tll j saGC GO/JG . SNAG L BE lj?EQO. COA/GA:;'E TZ 41V4:51-101lF WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LENGTH VARIESmwpo IEEE vLAwl �L PSI MODEL S END!Fx R'1►1 EQUAL TO PSI MODEL "S" m RAR A 7 _ 20" CARWER PIPE C D CASING PRORLE JO^ CASINO PIPE � Z p NOTE. D 3'P✓6 72546M67A r(AA70r//7-- 1. ►NOYIDE 2 END SUPPORT!AND ONE CENTER SUPPORT POR EACH PRE LENGTH"I 0 p 2.LOCATE CASINGS AS SHOWN ON THE PLAN. J.PIPE SUPPORTS ANDIOR CONFIUURAT)ON 30" CASING , OTHER THAN SHOWN SHALL BE APPROVED pBY THE DISTRICT PRIOR TO BID AWARD. m lE�D.1. PIPE D ---PIPE SUPPORTS MT) CASING SECTION ENDING OF FILE FILE TITLE w o 7 enimw on ArrPor� En ineer ( n9 r �rojee�s