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HomeMy WebLinkAboutWWP2700384(6) 1985 Sanitary Sewer RehabilitationSp.—soc4%.1 ,"S* Vft 0 + • � A9 W BEGINNING FILF TITLE 1 " ' mi I I / � Deter 03-FsO-06 City of Renton . Dpertvnt of EnginN-Sng Pages • TOA FINANCE DIRECTOR FROMA PUBLIC WORKS DIRECTOR CONTRACTORa KING CONSTRUCTION COMPANY CONTRACT NO.CAG 090-85 ESTIMATE NO. 3 PROJECT& 1905 CDC SEWER REHABILITATION .................. .........................�....��.�...................... 1. CONTRACTOR EARNINGS THIS ESTIMATE $176,956.78 2. SALES TAX 6 O.081 $14,333.5O .... ......... 3. TOTei. utk,TRACT AMOUNT THIS ESTIMATE $191,290.28 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $84,122.57 5. *EARNINGS DIME CONTRACTOR THIS ESTIMATE s168.1O9.94 --------------- 6. SUBTOTAL - CONTRACTOR PAYMENTS $252,231.51 7. REIAINAGE ON PREVIOUS EARNINGS $4,427.5O 8. ••ftETAINAGE ON EARNINGS THIS ESTIMATE s8;847.84 9. SUBTOTAL - RETAINAGE $13,275.34 10. SALES TAX PREVIOUSLY PAID $7,172 56 It. SALES TAX DUE THIS ESTIMATE $14,333:5O —------------ 12. SUBTOTAL - SALES TAX 021,21".O6 • (95% ■ LIME I) v........v.'.... •• (RETAINAGEi 5%) GRAND TOTAL $267,012.91 ..v .. v v .. v .r ..................v.vvv..vYYM FINANCE DEPARTMENT ACTION( PAYMENT TO CONTRACTOR (Lines 5 and I1)A A=T.• •421/000/15.596.38.65.28 $182,442.44 s 3 --_-_--_--___-_ $182,442.44 RETAINED AMOUNT (Line B) A ACCT.• •421/000/15.596.38.65.28 $8,847.84 s 3 ---------------- ................ TOTAL THIS ESTTm ms s191.29O.26 CHARTER 116, LAWS OF 1965 1 CITY OF RENTON CERTIFICATION 1, 1* NRKR618[D H MEREST CERTIFY IMIKR KAJWY, MAT THE MATERIALS NAVE SEER i101011 SERVICES AEINEREO oR THE LAW MSFWED AS WAIN. ANN TNAI IN( CLAIM IS A MKT, VA A DILIIATISN AGAINST THE CITY OF RENTBM, AN1 ACTNINISEI �9 ANTTNTICATE All CERTIFY J S 311I11i Ic .?. Tom 0 -fo-% City a ants . IIIrf�1 If bowill Psln 1 Fn7ctt It6 DI ED STUTITIM tiltrlct rr.� 13c DIO.B Ootratr[rs 13161rL1101 Ifllr WiNks rrr, 3 aoy Ilto 341. 31, 14% no Yn Irclltlo T bit Fit. rot FrMos Prot" T4. M 7 lV. low rlrt oht toot ltr Price W hum at tt�shty, Oat rrhq Ioot OUIF ' I' 01. t1H11i,at1w "r I 1r00.N ;.N W0.00 0.00 I.W NN.N 0L I" Ior 0yo list For 1212 23.N Iffr.10 O&OD 0.40 IffLN IQ10.N 1& . br AM l.sl Foci 32D m.00 TD.N I/1I0.00 aN 731.0 t17N.N 04. koM1 IYodo N" fac0 3 IWD.00 I.00 13300.N -100 J300.00 f.M IIOD.aI DS fako Am& TV" I kWh 3 130.N 0.00 0.0 3.00 2E1D.00 I.N 2A:N K 1" .f" Toc 4/ 10 30.N 31.01 =.N to 17.0 3r.01 01. V No i+wl Ir Trod W4111610 I700 0.01 lot% Wf 0.0 I&AID Y.70 K Oms 'O to 41thop Wo fact 3 3000 7.00 21N.00 0.N 7.N two ttrstro la Mow owes la,ort No 110 70.N aN aN 10SN 17U.00 ffi.N 17O.N as 'I" 11. :V bus Ootr/rtil it ITo Sis r M.32 34.N 7411 fN.>y W,fi /Id.N ►"bmill, molten of ToQ" li Ortiv to w" 1.1 3r 1 W-10 463D 73D.N 0.N 0.>D TWA 13. 7o I.V. ectso NoI low.N 0.0 0.00 1.00 1000.00 1.10 IM.N 1/. 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Fad 7A 3n35 Aa MOD 31M7 S fl0.a a ng 13. 6" Soar rip laced Fed a 3ko7 0.00 ILM a23.a ax 4=00 Ol Stalmd Ilttldo a" eEOd 0 0.30 0.a LO0 Al S.a 0.30 03 Gtra Roth makdo 01" OOart Fad F 0.01 Aa 0.40 460 0.00 k Qn tim tO ultLM La, t0d 0 3a.a 0.a 600 MO.a 0.00 in" w Nractra 07. t" 0 6' 'w oid 11 M.a Cm 21.00 MOD 21.00 IWO tt011 pm Orval k Ir,aii sdfil101o 3000 0.01 0.a 123&36 ILA 1233.i6 ILn p. 14bat DtvdO Mont OTa 50 I00.00 0.0 ZZ.60 =64.'7 235.00 2XWOD Cim ''1'. M 54" trOi, sd Fs Olv ID 9.00 0.a 441.21 Wn.61 441.71 Wl.61 *ad bdidl, %W n ad 14oro 11. tadndim Itaktq am go I 750.a 0.00 0.50 MOO 0.30 moo 10. om m 01 eTan 75 20.00 0A 32.35 I047.00 3L35 1047.00 FamMtta 10hial Um 1 12. T.Y. IMpctip tm so I 7m,30 0.00 1.00 MOO 1.0 MOO htn 03fr-36 City W Awta . hWtmt of t,IwrlM P"N E M)Kt, 109 CO M MOILIlAT1011 Owtract Iir: IS 010� Ootrottr KOS 1mmrTIb:L1wo Eot:wb&Am: 3 Goo6q htw am. 31, 1% It"trf kwiptim I Wl Ed. thin Mnow MnaA Sus Aio total Trial IL 10. E *witty Ma 0rwtit7 Awwl 06wlity 4owt &Mbty AMt M I Idawt " 1' 00.00 N7,ZL71 i W,71171 It17 Sala Iu 10.14 q,444.72 /S,MI.R latal ScWK., Y' 00.00 p7,"% ,�' iR,fAlN i i 1 I Idm 03ft►; City of bate. It►rtad M faperiy Mnctl MD OBMIILITOTIIy lytroctr K116 C01BIIt jM OWW atlmh MaOr: U*art Itbr, 1>r OgLS 3 pony Wile, Jm. 31, ly0 Ito Irs Avittim 1 w4t Fat. IYt Mt ! 1 %L!JsFfmae Mneo lit Itis Total Total Priceit2itY how Vretit Y Itrrt bsstity 01rmt «• IWlurtlm �9r I 0100.40 0.00 I.y ULM 1.00 +700.00 R A" bw ►ye rood Pod YI 11.00 0.00 S13.00 163I7.00 3►i00 LL19.10 Il 6" bor Pipe Puna Fog 165 40.00 0.00 Sy.00 2191A.00 310.00 Il°10.00 Il ltaeri IYisle y" �, � .M I't x '..10 2.00 1t00.00 IL 9tetirl flrrrlr 31" rFan I 1000.00 0.00 1.a IWID 2.00 gM.ro DUKUm to Eelttlrl UK or rrlod Ihochn 3 300.00 0.0D J.00 .100.40 7.0 110.00 11, IOU*1, wi ILmrtlm $Emh t 100.00 0.00 4.00 IIAO."N /.00 1000.00 M. 1' It" Tot Code u aA.ao o.ae io.ro Slp.y A,ro 3000.00 09. ►.i F"or" for TnW A wf111ITO 1000 0.01 0.00 370.06 S.A SIO.M 5.70 1► 0111A11t 000s1 Fewrt rTm SD 100.00 Gen "1' 0.00 190.00 19000.00 110.00 WN.00 IT. 54' Uubw rock for qm IN 9,00 %wb bmill, Modeler,nl 0.00 109.61 9NI.4v m.0 %41.4Y TOP a" 1Z Sntrectim Making KM It I WOC 0.00 0.70 300.00 0.30 ]00.01 4i VL L+ocbm Kim sm 1 Y0.00 0.00 1.00 600.00 1.00 64.00 kill tD+" City d 40" . E~N Fyir►ty nar.L Ito oo Bu MORILIT0T1R1 OntrKt lYrin LIS 010-Rf QWsts Us MBTRLT101 MW Edieete Onkn 3 Cllny tits Jm. 31, 1ti its In Iwcriptim T *At Est. Wt hvAvA kmm This Ttfe Totes Idd R/. ML 1 tortity Rim bocty, hmt berth, Am* irtity hmk 16 ot11�opA p #110 75 30.00 0.00 II.11 443.a we 111a EsrYtlee Rltnal Clew 0 haddl kwwe " C. Lit Ulm To p'a 111.ISS.A 011,3A.11 Tetd Shade'' C" 10.00 p,31L3 , U.N.* — 0D.00 t#.M" nl,M" � Idol Rl ws "A" #",ram t11,Ett 63 t11S,019.00 total 9mi de ..0.. WOO a.00 172,Y3,10 i71,410A . Total 9cfeede 'Y' MOD 00.00 $%?=w IN.733.11 Total NI Sd"dn woo 111,72w 1H1,11Lm g7,O1Lp i ♦ %a . CONSTRUCTION INSP C'TIO DAILY DIARY PROJECT:_ I ` PROJECT NO.: _S� INCLUSIVE DATES FROMr/�+ BOOK N *ITEM 4 PARTIAL CHECK LIST • DESCRIPTION .AND CONDITION OF MATERIALS AND EQUIPMENT DELIVERED. • DESCRIPTIONS OF ITEMS RE.IECTED AND REASONS THEREFORE. • RESULTS OF INSPECTION TESTS WHICH ARE NOT RECORDED ON STANDARD FORMS, SUCH AS WATER LEAKAGE TESTS, ELECTRICAL TESTS OF Pt COATINGS, SMOOTHNESS TESTS OF CONCRETE SLABS. • ACCOUNT OF WORK ACCOMPLISHED DURING THE DAY INCLUDING LOCATION AND QUANTITI. • DESCRIPTION OF ANY DEVIATIONS FROM PLANS AND SPECIFICATIONS, REASONS FOR, AND WHAT WAS SUBSTITUTED. • RECORD OF SPECIFIC INSTRUCTIONS GIVEN TO THE t:ONTRACTOFi. • DETAILS OF DISCUSSIONS, OR CONTROVERSIES WITH ANYONE CONNECTED WITH THE WORK SUCH AS THE CONTRACTOR OR HIS REPRESENTATIVES, MATERIAL MEN, PROPERTY OWNERS, CITY, COUNTY, STATE, OR FEDERAL = c GOVERNMENT PERSONNEL. LIST OF VISITORS TO THE PROJECT AND T4EIR BUSINESS CONNECTION. • DETAILS OF ANY PERSONAL OR PROPERTY UAMACE THAT MAY HAVE OCCURRED AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE. • NOTATIONS RELATIVE TO VISITS TO COUNCIL MEET,F GS OR WITH OWNER AND HIS REPRESENTATIVES. AND ANY INSTRUCTIONS RECEIVED PROM OWNER'S REPRESENTATIVES. • OBSERVATIONS OF CONDITION OF FOUNDATIONS AND OTHER ITEMS OF WORK WHICH WILL BE COVERED. • REFERENCES TO IMPORTANT PHONE CALLS. (DETAILS OF ALL PHONE CALLS SHOULD BE RECORDED ON TELEPHONE CONVERSATION PADS.) •FOR OTHER INSI-RUCTIONS, SEE THE CONSTRUCTION INSPECTION MANUAL. I•wt 11110111 llll� ImIllill Irk •r r� r ON" Sam low DAILY INSPECTION DIARY PROJECT TITLE: PROJECT NUMBER: PROJECT MOR ._. ENOINEERINO PERSONNEL: TITLE NAME LOCAL PHONE LOCAL ABORESS Res. EnA' Inspeciv Inspector Inspectni I n so ec10r OWNER PERSONNEL: NAME TITLE OFFICE PHONE HOME PHONE CONTRACTOR PERSONNEL. NAME TITLE OFFICE PHONE NONE PHONE DAILY INSPECTION DIARY REPOIT i DAY: G�(:-:'Z) _ DATE: WORK PERIOD:--;Zc!np./p.m. [o�.m41E!n WEATHER: ��/,e _ TEMP. MAX ¢Z OF MIN -:Zl( OF PRECIPITATION: 1y1,etC WORK ACCOMPLISHED TODAY: h :J ♦ 9 8' CONTR\C.TOR SIGNATURE INSPECTOR SIGNATURE. DATE' DAILY INSPECTION DIARY REPORT A DAY: 1141'e'5 DATE: WORK PERIOD: WEATHER: s2.�; _ 77MP, MAX _°F MIN _d °F PRECIPITATION: WORK ACCOMPLISHED :UI:.,: �/LJ`�JJ / CONTRACTOR SIuNATURF INSYILxt�- '-ATE: 1 DAILY INSPECTION DIARY REPORT � DAY: �� DATE: _: // / WORK PERIODz 1452/p.m. to33G' a.m Q� �ST�' __. WEATHER:QC;,ejh TEMP. MAX 39 °F MIN PRECIPITATION: WORK ACCOMPLISHED TODAY: T CONTRACTOR SIGNATURE 1 CTOR 916NATURE DATE: DAILY IN TION D ARY REPORT t DAY: /)�i/_t/. DATE: /f WORK PERIOD: f:ep/P.m. Co /)z , \� WEATHER:/2� TEMP. MAX r/j•F MIN 75 OF PRECIPITATION: WORK k 1 LI "Hii DAY: '�r.y ix,rbt�-ra+:� iI+.F r " •n �..*GJr /, rr.R'e C ^A� A ! i 1 Z..<.- t/isr<.r-- CONTRACM SIGNATURE "Pit DATE: PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2531 2 y� MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 �9 N 8'%IPEO SEP'too'P BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: February 20, 1986 TO: Ri, hard C. Houghton, Public Works Director Police Department, Traffic Division Lrr Wheeler, Fire Department Jack Crumley, Street Department Ray Sled, Water Department C1 ff, Bates, Street Department G ry Morrison, Sewer Department John Ralston, Traffic Engineering Gary Nor,is, Traffic Engineering Bob Bergstrom, Utility/Design Engineering + Ron Nelson, Building Department FROI1: Donald G. Monaghan, Design Engineering SUBJECT: Project Under Construction 78t7 Sou Renton Village Place - Reconstruction/Signalization of Renton Village P th lace. Lease Crutch• r Construction Company 455-2480 4330 - 148th Avenue N.E. , Redmond WA 98052 432-5389 Emergency Phone Larry H. Brown, Foreman 235-7270 Jobsite 392-6816 Emergency Phone Don Mcnaghan, Project Engineer 235-263 Elmer Shaver, Inspector 235-2631 fours of work in Talbot Rd. S. - 8:30 a.m. to 3:00 p.m. Start Week of: 2/24/86 Completion: 90 Days :mf Punch List - HILLTOP r, SaniUr-y Aewer MH M2 Ring and cover loose. '!n N4A Ring and cover offset and loose. MH C4B Ring and cover offset and loose. Mil M4 Ring and cover offset and loose. MH northeast corner of Bldg. F Ring arH cover offset and loose. MH M7 Ring and cover offset and loose Line between Mil M4A and M4 plugged. MH B5B Cement and rocks in channel . MH rill Cement and rocks in channel. MH #12 Sticks in manhole. MH 89 Gravel in channel MH #10 Cement ring and cover down and lock locking lid. Water Hydrant #539 Needs paint. Hydrant N540 Is too low. Hydrant N537 Foot valve is buried. Hydrant N543 Bonnet is cracked, needs paint. Raise and reset valve box and extension for valve box for Bldg. "M" service. Raise foot valve for hydrant at rnrtheast corner of Bldg. "V. Road and Storm Clean all storm drainage structures. Sweep streets and parking areas. Repair asphalt pavement on site. OF RF �t } ° PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 0MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 9a o� Tto SEPCEOO`P BARBARA Y. SHINPOCH MAYOR January 21, 1986 King Construction Company 4734 SW 312th Place Federal Way WA 98003 Subject: Yells Avenue S. Dear Sir or Madam: Please disregard our previous directives on paving Wells Avenue S. Proceed with cutting the patch to approximately 10 feet wide and place hot mix to a 3" depth. Kee,),) the saw line on the east as close to center line as possible and make both sides a straight line from 4th Street to 5th Street. Very truly yours, � David R. Tibbot, Project Engineer :mf �.c,ti_ .(��. — �'�•�..� 9i/ ,�.-�.�._.l �-�---� s,.. 3-.�Boa TO DATE //- /L- B r SCHUDIR ING AND NOTifICATION REQUEST FOR PRE-CONSTRUCTION CONFERENCE NAME OF PROJECT: 085- C130 Sew Utz I26N 0%,4no INSTALLATION: S_' Sr-- . tz H4i�, LOCATION: c3 Lr. FacrZ, _0 1Ma4uo N Z,.w ra N{n I. Set Date _TUE. II- /9- gs and Time /0 : 1p /{H 2. Ca rriet in Mayor's office to !rook Conference Room Po JIZ1t1 Floor otify Appointed Inspector 4. Notify Contractor/Developer 1C I�A C. CC)N, st- co I,v ------------- 5. Fill out attached form, make appropriate number of copies, and route to City personnel Rrior to meeting date. Notify the following City Departments: Design Engineering Fire Department Police Department Street Department Traffic Department _^ Utilities Department Water Shop Sanitary Sewer/Field Other ---------------- 6. Telephone the following outside companies: Department of Transportation Ph4n�3 Number— X Pacific N.W. bell Company 235-3012 (Frank Forrest) k Puget Sowed Power & Light CoRipany 255-2464 x fir)4;ss`s-- Seattle City Lignt 625-3076 (Dennis Duvries) Group W Cable TV 433-6356 (frank Adams) Washington Ndturdi Gas Company 622-6767 x 249 K Me h•o-Bus Routes 447-6859 (Mr. O'Brien or Mr, Nelson) King County Inspection 244-0770 Other a.. 44 ;Is . SL ISAct_ Sk7 5s'. 3z N iC. 7! oo �U74 P v t �7 f> ;*-+44. ; s Y r o o 3,;" 3411 3S. o! E34 cZ)7 14.78 8177- 3#�L,4- "S4-FS' -1 y 00 -All,--L 34 3 L a; is- a 3y•uS 9� to e-3-¢b J3 . 35 7+ �5 •34-143 33•�t Of -44- 1 33.D tos 33.r.i- 3l 'i L �Z.7o 3t.70 N.i I SZ. '7o 1/rzr 3Z.44 ` nr 7S- 3L. i ) 1Lrro 3�p� iL41 31.91 1 i • •+� 31.�7 - Al G y Y SCHEDULE OF PRICES - rowELL AVENuI�S.W. 6 FROM S.W.3RD PLACE TO LANCSTON ROAD S W. (Mote: Unit prices for all iteae, all extensions and total amount of Did must be shorn. Show unit prices In both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM NIT PRICED UNIT PRICE AMOUNT OJANTITY tunic Prices to be written in words) DOLLARS CTS. DOLLARS CTS. 01 1 SCHEDU,E •B' Mobilization Lump Sum �f L��'�afw-._-/ '/fftiJl 1i' t'csi� Oct Per Luap BUR (Vords) 1 iSuresl 02. 735 B' sonar ^ipe Lineal Foot �f' - ]/ e k, Fox Par /neat Foot A 03. 42 6• Bever Pipe Lineal Foot �' ' y Jrev � B c7 7�YU BD Per Line Foot Os, s Standard Manhole 400 Each Par Each OD. 1 Extra Depth Manhole •B• Vert Foot p� s Per Vert Foot , Ob. 1 Connection to Existing Line, Each or Structure Par Each II 07. lF B' k 6' Teas Each Pe ach 70� Jn 108. 2000 Bank Hun Braval for Trench Back/ill , Ton P / Per Ton •�� as; c°a, Page - 3 SCHEDULE OF PRICES iJ07 Aulralzu) POWELL AVENUE&N'. FROM S.W. 3RD PLACE TO LANGS70N ROAD SW. (Note: Unit prices for all items, all extensions and total amount of !N bid sus[ be shown. thou, unit pries in both words and figures and whore 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. SCHEDULE 'B' 09. SO Asphalt Concrete Pavement Ion Class 'B' r" Per Ton (Words) IF.gures) 10. SO 3/S' crushed Rock for Ton Trench Backfill, Shoul ers and y Top C rse nn t b'o-Eivar, U Per Ton 11. 1 Construction Staking Lump Bus ►er Lump Bum -- 12. 1 T.V. Inspection Lump Sue Per Lump Sum Subtotal Schedule 'I' d/7 0.12 Bales Tax 3 e,.3. .S— Total Schedule 'B' K t' F I i I I Page _ 4 i 1"S CBD SCHEPGLF OF PRICES h �- r WELLS AVENUE S. FROM h 1Yr1 STREET TO S. 4TH STREET A. (*-toe Unit Prins for 611 it•a. " extensions and total count of Aid rust be show.e. $hw Y^it Priors in both words and figures and whoa conflict occurs the written or typed words shall Prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY unit Prices to be written in Words DOL:.ARS CTS. DOLLARS CTS. SCHEDULE 'C' 01. I Mobilization Lump gum Per lump gum (Words) ( ipuros) 02. 361 1' Soser Pipe Lineal Fooln Per Linlrbl Foot 03. 165 6' leear Pipe Lineal Fact t� B LLc+o Oo Per L neai Foot Oa. 2 Standard Manhole 4e' Each 6 'e.4.-.r A`+—f� �✓ A.7 rim �s� Afr) Per Each 05. 1 Standard Manhole 54' Each ram/ Per Each Ir 06. S Connection to Eaistino Line or Eacn Structure i.l.Ct.-r A—.. 1.f r Per Each 07• 1 Inside I' Drop Connection Each Per Each 0e. 11 e' a 6' Ton Each n Per Each Page - 5 In$CBD SCN;DULE Of PRICES _ 4 _ WELLS AVENUE S. FROM S.STH STREET TO S. 4TH .STREET (Motet Unit Prices for all itsas, all extensions and total amount of Aid must be shorn, i),cw Unit prices, in both words and figures and where conflict occurs the vritten of typed words shall Prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY funit Prices to be written in Nords DOLLARS CTS. DOLLARS CTS. SCHEDULE 'C' 09, 1ppp Bank Run Braval for Trench Backfil Ton (- Per Too (Words) iplsur hl) / t to. so Asphalt Concrete Pavement + r Ton Class age�1 t C/..c I AA, 0,0 Per Ton 11. ISO S/B' Crushed rock for Ton Trench Packfiill ll,,/SShoulders and tTop Ztlm ',fl.... z,' �4•.�O �.o Per Ton 12. 1 Construction staking Lump Sue Per Lump Bum 13. t T.Y. Inspattien Lump Sum f 1 1 �1'?--•�_ lido, t' C Jm 00 har Lump Bum r' e (' subtotal schedule %C. t 9, 1% Bales Tax G y) r- Total Schedule •C' y-c�� 7 ✓/ Total Schedule 'A' �y y Total Schedule •B' Total Bthedule -Co Total All Schedules Pays - 6 PAC►F 1 eR Z INSPECTORS DAILY RLPORT EngineerInR Depnrtment City of Renton PROJECTS — I IO e S C 13 0 S E w rr G2 DATE: _ CONTRACTOR. k:.1 u G Co K S j-_ C- WEATHER: Item No. Dcecrl Sion Units uanllt y Remarks 01. Mobilization 1 / Lump Sue Par Lump Sum (Words) 02. #• Bower Pipe 1212 Lineal Foot Per Lineal Foot 03. 1• S►rer Pipe 320 Lineal Foot Per LI sal Foot — 0/. Standard Manholes 189 s Each s� Per Each 07. Catch #main Type I 3 Each Pmr Each 04. 1• a d• tell w 9 Each Po ach 07. Bank Run gravel /or Trench laikfll 1700 I Ton le lej�l IPer Ton 01. Connection to Existing Line S or Structure Each Per 9ach 2 eF Z INSPECTORS DAILY REPORT PAcr_ Engineering llepnrtment City of Renton PROJECT: 19 S S C a [) S ELO E R DATE: CONTRACTOR: k I H G C O Iv 5 r C o HEATHER: Item No. Description Units 1)unnLity Rematks 10. Asphalt Concrete Pavement - Igo Class .9. Ton Per Ton iMordal 11. Sig' Minus Crushed Rock for 355 Trench 9ackflllt Bh.lulders and Ton Top Course Per Ton 12. Construction Staking I Lump Bus Per Lump Bum 13. T.V. Inspection Lump Bum Per Lump Bus PLUG DUCTILE IRON FIT( I TEE TO SOLID REANNG C I TFIE - 7�/ / �IFT 011E LENGTH OF DUCTILE / /MANHOLE 1 / j'//IN— IRON PIPE TO SOLID / WALL I}i BEARING _ 1 �1 PPiPE ADAPTOR � ,' � • ' ` PIPE ADAPTOR r B COMACKFILL WITH BACKFILL WITH MCIED MATERIAL Cln I 7 / I 6"MIN COMPACTED MATERIAL N I Q B"MIN. I x I _ �-ALL PIPE EXCEPT CAST -- IF ON PIPE SHALL BE I CONCRETE ENCASED 90 BEND- I 1 CDNCRETE BLOCK i r POURED IN PLACE 7 CAST IRON ALTERNATE CONCRETE ENCASED ALTERNATE OUTSIDE DROP CONNECTION OUTSIDE DROP CONNECTION t —MANHOLE WALL ONE LENGTH OF PIPE TO SOLID RARING PVC.RUBBER RING �/ BELL BSPIGOT '\ 9VlI' .VINE PIPE ,,yAA PIPE ADAPTOR BACKFILL WITH 1 COMPACTED MATERIAL J� MANHOLE ��.} 12�J'lP� T J 1 2 ANCHOR BOLTS W/ "GALV. METAL STRAPS DELETE I(BASKET / -� TO ALLOW FOR RE- NC i L^ i M OVAL OF STAND- --- PIPE SEE DETAILS Not THRU 4 FOR MANHOLE 1' CONSTRUCTIONDET 'IS ial L No. 5 i DROP MANHOLE CONNECTION � . N PLACE °BEND GROUT URS COMPANY I l N PLACE CanUKxKI F.Ih1.N•.•,:aIM AAAITFM I CROUT IN 10 90°REND INVERT TO Soullk WOM",olm_ i INSURE SMOOTH TRANSITION ,h+h No Ina„n PAN INSIDE DROP CONNECTION VIA No * Chlmton BlC Sulu NONE 00233-3 �, C.O. M 2 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT 1965 CBD Sewer Rehabilitation CAG 090-85 CONTRACTOR King Construction company SUMMARY OF PROPOSED CHANGE Add Schedule B 3 C - As Bid Schedule Previous Deleted. Schedule B Items M1 thru #12 $ .Oi7.94 8.1% Sales Tax 3,403. 15 Sub Total Schedule B 45,421.39 Schedule C Items N1 thru B13 45,549.00 _ 6.1% Sales Tax 3,689.47 Sub Total Schedule C 49,238.47 Total Schedule B b C $94,659.86 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. rILhiQWA1Z-0NTWcT I - m NT CONTRACT IrsTIRAETONT-UH7NW—I TI CONTRACT AMOUNT UNT THIS ORDER TOTAL AFTER CHANG E $82,439.22 $83,939.22 + 94,659.86 f17E,599.08 SIGNATURES: CONTRACTOR DATE i i 2 7- f 5 PROJECT ENGINEER_ / kCL- /I- DATE ^It - 2.f, if APPROVED 8Y �t` __ ___ DATE u is Works DirectorT KING CONSTRUCTION COMPANY g38.79,g 4734 S.W 312th PL FEDERAL WAY.WASHINGTON 98003 Contr Uc No KI NGCC '209PN DATE s +- 6�(Y�� �^ PROJECTNO SUBJECT g This mNwihal Iedernedd was designed to be a handwritten loan of Communa.atron that v 11 Eotn me ease message speed and feduoe costa KING CONSTRUCTION COMPANY 4734 S.W 312tn PL FEDERAL WAY,WASHINGTON 98003 ir Contr.Lk.No.KI-NG-CC-•209PN —_ DATE ��r� PRQIECTNQ SUBJEJ art d Y ,.t Thu mfurmat leeernwd was des�ned to W a nandw vn form of mmmumcetmn that wm oWn,h," a message speed end raduro costs. PAGE I el' Z INSPECTORS DAILY REPORT E•. .,iPertng Depnrtment Llty of Renton PROJECT: I98S C 13 D $fi.waig DATE: CONTRACTOR: kI i.4 G C_O IV%T- CO• WEATHER: Item No. Descrirtic Units Quantity Remarks 01. Mobilization I Lump Sue Per lump Sue (Words) 02. B' Sewer Pipe 1212 Lineal Foo Per Lineal Foot 03. 6' Sewer Pipe 320 Lineal Foot Per Lldeal Foot 06. Standard Manholes IB' s Each Per Each 05. Catch Basin Type I 3 Each t _1.—or Per Each i 06. B• a 6• ien 10 Each Pe ach 07. Bank Run Brarml for Trench Isikilill 1700 pw " ion t IPer Ton 01. Connection to Eaietinl Line y or Structure / Each Per Each PAGr_ 2 of Z INSPECTORS DAILY REPORT Engineering Oepnrtment City of Renton PROJECT: 19S5- C" 1.3p SEWER DATE: CONTRACTOR: k I Pt G C O N S T- . C,o WEATHER: Item No. Desctl tiun Units Quantity Remntks 10. Asphalt Concrete Pavement 1o0 Class 'i• //�/f1 Ton Per Ton (Words) . 11. 3/9' Minus Crushed Rock for 355 Trench Backfill, Shoulders and ` Tun Top Course Per Ton 12. Construction Staking // Lump Sue It (`i..< 7/ � Per Lump Sue 13. T-V. Inspection . , 1 I Lump But Per Lump Sue . PAGE 1 ex L INSPECTORS DAILY REPORT Engineering Department pp City of Renton PROJECT: 118S C. G 0 SEWER _ DATES CONTRACTOR: _. klA1 G C01V S r• Cn• WEATHERi Item No. Description Units Quantity Remarks O1. Habilitation I Lump Bus Far Lump Bum (Words) 02. 1' Better Pipe 1212 -yy Lineal Foe Per Liefal foot Od. ♦' Bower Pip 320 ^� Lineal Foot Per Ll eal Feat 01. Btandard Manholes IB' B Each Per Each 03. Catch oasis Type 1 3 Each ---_ 1 - dt_1._� ,� . Par Each 04. B' x A' Tess 40 Each Pe Z ach — 07. Bank Run gravel for Trench laikfill 1700 Tan Per Ton -- 01. Connection to Existing Lino s or Structure / Each Per Each —! o INSPECTORS DAILY REPORT Pkr-2 P Z. Engineering Itepnrtment City of Renton PROJECT: 19 S S C f3 D S Ewe R I ATE: CONTRACTOR[ IC I µ G C O L A S T' C o • WEATHERt Item No. Ueecrletion Units tUnutily Kemotks 10. Asphalt Concrete Pavement 180 Class ISO I Ton $ ♦,x L Per Ton (Words) . it. 5/0• Minus Crushed Rock for 355 Trench Backfille Shoulders and ' Ton Top Course Per Ton 11. Construction Staking I Lump Sum Per Lump gum r• 13. T.V. Inspection I • � Lump Bus Per Lump Sue a PA(,F t of Z INSPECTORS DAILY REPORT Engineering I)Ppnrtment City of Renton I AOJECT: 19 8 5 C G $E w S R DATE: CONTRACTOR: kIA1.G cc)N$T-- CU• WEATHER: ItCm No. De act ipi.ion Units Quantity Remarks 01. habilitation l Lump Sum e Par Lump Sue IMardsl 02. B' Sorer Pipe 1212 Lineal Fee For Lineal Foot 03. 6' Serer Pipe 320 lineal Foot n Per �Ll eal Foot 04. Standard hanholas 400 S Each i Per Each 03. Catch Basin Type 1 3 t� Each Per Each 06. B' x 6' Teas 40 Each � Po ach 07. Bank Run Brave) for Trench Backfill 1700 Ton Per Ton 01. Connection to Existing Line s or Structure Each lejee Per Each INSPECTORS DAILY REPORT pAGf Z °F Z Engloeering Depnrtment City of Renton PROJECT: 1989 G 13 0 SEWER DATE: CONTRACTOR: k 1 k G e' r.A s T- G 0 • WEATHER: Item No. Descrl )1toll UnitsQuallLity Remorks 10. Asphalt Concrete Pavement I°0 Class 000 ! Ton Per Tan (Words) , il. 5/0• Minus Crushed Rock for 355 Trunrh Baekflll, Shoulders and Ton Toe Course s Per Ton 12. Construction Staking 1 � Loop Sue Per Loop Bus 13. T.V. Inspection 1 /� lump Bum Per Lump Fum c iax, go . Bs' INSPECTORS DAILY REPORT Engineering Department City of Renton s - 36A PROJECT: I9 HS GCSD S13 wK 7— iZE• Ain Q - DATE: CONTRACTOR: i'IAI� LON jT1L.+C(loH co WEATHER: it No. Description Uni IS uantl' Famarks SCHEDULE `s^ 01. Mobilization t t �•+.n / Lump Sus Per Lump Sum (Words) — 02, l• fever P1oe Pik./ � 713 Lineal Foot Per L neal Foot 01. 60 lever Pips 42 Ansel Foot Per Lin@X Foot 04. Standard Menhols 48' 4 Each Per Each OS. Evtra Depth Manhole 48• 4 Vert Foot t Per Vert Foot 06. Connection to Evistinl Line, or Structure 4 Each _• t Per Each 07. G' ■ 6• Tess 14 A/ each Pe ach 01. lank Run Gravel for Trench lackiill 2000 Tor 1 Par Ton aC 90 . f35- :r+51'ECTORS DAILY REPORT Engineerl,:R Departeent C tT of Renton S ' 3B1 PROJECT: I`1SS GRD $f3wEu; 2E-atn t DATE: CONTRACTOR: kll�l�s C_o n, sr�t„c no co WEATHER:, item No. Description Units Quantity SCHEDULE •s• Remarks 09. Asphalt Conc. at< pavement SO Class ON, ' Ton d Per Ton tMordal to. S/s• crushed Rock for s0 Tran-h sacelill, shout ars and Ton iTop T^urse�_ Pmr Ton It. Construction staking { Lamp due r d Per Lump sw IT. T.V. Inspection { Lump sum Par Wmp sw 2M 4'•.. 88'eonle. 206623 7772 CMCI,PYM,~wI9MIrcCNp.wU,,lxOPFhpsrd'b V/Rbe P.O.BW9156 Tw.WA 98407 y m "I VoLft ReeEwM DEC ^orM 'I S9dS City of Renton • November 21 , 1985 _N07iCE TO PROPERTY - OWNERS - Gentlemen, We are advised that you are the owner, or reputed owners, of prop- erty situated at or near the following address: 1985 C.B.D. Imp. Renton - On No. 2nd between Factory Ave 6 Alley on North Side of 2nd. This is to notify you that on the _./A day of_�_ , lg-�S- , we commencer+ to deliver materials and supplies or tented equipment to be used upon the teal property and all improvements owned or being constructed by you at the above address. These materials and supplies or rented equipment were ordered by: King Construction aarn conaiat of Catch Basins, and sc. matc_rrFr1 —'— We are required by law to furnish this notice to the owners of all property to which we deliver materials and supplies, so they may have notice that in the event of non-payment of our account , a materialsman's lien may be claimed by us. This notice is NOT in itself a claim of lien, nor does it imply in any way that a lien may be neccessary. It is sent only because we are required by statute to do so. Very Truly Yours, P. I .P.E. Inc. , R.C.P. , Vaults RS/aes c � File —�---- Richard Schl Fd Ar PkWloco,krn 46019 01Y ,..x .WA'620RM Road.ft VWO.CA 755 NF -oRnOb".PdMo,C OP 690E N F Nlfwp,W,VOCpM,WA, W7tW PMftN RM Cr., Pp!Aaac191M Amsic9nC nCrf*PtM Av OQg C.O. Y ' CITY OF RENTON PUBLIC WORKS DErl.CTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT I4A5 CBD Sewer Rehabilitation CAG 090-85 CONTRACTOR King Construction Company SUMMARY OF PROPOSED CHANGE Add Unit Price Item 014 oundation Material Class B Per Ton SEE Supplemental Specs 2-09.3(1 )C Foundation material shall be crushed or partially crushed material meeting the requirements on Section 9-30.7 B(1) Class B. Unit Price $20.00 Per Ton Estimated puanity 75 Tons All work, materials and measurEments to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. -OW TNA-L CONTWr `0ill ENT CONE'RAC -ESTIMATED NET CHANGE E TE CON $8AMOU T22 I i8AMOUN 22 I THIS ORD00 D0ER 0 I TOTAL AFTER CHANGE 583,939.22 SIGNATURES: CONTRACTOR �- DATE :z lE bz Y PROJECT ENGINEER �—� �- /^.C�s� DATE 12-12-85 APPROVED BY Z DATE 1.2 —(P u ublic Works Director) Date: 16-Dec-85 City of Renton . Department o4 EnyineeFiny PapeN 3 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: LING CONSTRUCTION COMPANY CONTRACT NO.CAG 090-85 ESTIMATE NO. 1 PROJECT: 19R5 COD SEWER REHABILITATION 1. CONTRACTOR EARNINGS THIS ESTIMATE $38,796.4O 2. SALES TAX @ O.081 $3,142.51 .... 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $41,938.91 -------------------------------------------------------------------------------- 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. +EARNINGS DUE CONTT..,JTOR THIS ESTIMATE $36,856.58 ---------------- 6. SUBTOTAL - CONTRACTOR PAYMENTS t36,856.58 7. RETAINAGE ON PREVIOUS EARNINGS $0.00 B. **RETAINAGE ON EARNINGS THIS ESTIMATE $1,939.82 ---------------- 9. SUBTOTAL - RETAINAGE t1,939.82 10. SALES TAX PREVIOUSLY PAID tO.00 I1 . SALES TAX DUE THIS ESTIMATE t3 142.51 12. SUBTOTAL - SALES TAX t3,142.51 * (95% x< LINE 1) +w (RETAINAGE: 5%) GRAND TOTAL t41 ,938.91 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOk (Lines 5 and III : ACCT.N *421/000/IS.596.3B.65.28 $39,999.O9 B 1 ------- 33--------" 9,999.09 RETAINED. AMOUNT (1_ina B) : ACCT.N *421/000/15.596.38.65.28 t1,939.82 N 1 ______ t1,939.82 CSII=SC`nR6==@a=@n TOTAL THIS ESTIMATE: t41,938.91 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION 1, THE ADERSIBNED CO HEAERi CERTIF) DICER FENALTY OF 14 REEJURY, THAT THE MATERIALS PAVE IEEN FURNISHED, THE SERVICES RENDERED OR THE LAIN PERFORMED AS DESCEIBED HE41N, ARD THAT THE CLAIM IS A JUST, DUE AND UNPAII OBLIBATION AGAIRCT THE CITY CF HENTON, AND THAT 1 AM AUTHORISED TO fHEN1ICAiE AND CERTIF) TO SAID CLAIM SIGNED: - � ` ate: 16-Doc-BS CitY of Renton . Departient 04 Engineering Pagel 1 rujecti I985 COD SEVER REHABILITATION Contract Number: CAB 030-85 ontractor KIND CONSTRUCTION COMPANY Wisate Numbork I Closing Dotal Deceaber :7, 1985 .tw Bars Description T Unit Est. Unit Fnnaw Frevious This ibis Total Total . No. No. I quantity price Quantity Amount quantity Amount Quantity Assent :.=x:.=___szzx=:=:az_===.a:==:__==.=:x=_z_s=..aaxcsa_=axamaxsazxasxcammmama-a............... SCHEDULE '. A" 11. Mobilization #lump Bus 1 600.00 0.00 O.Oc 1.00 8000.00 1.00 9000.00 12. 8' Serer Pipe elineal Foot 1212 75.00 0.011 0.00 629.50 15731.51) 629.50 15737.30 .. 6 SesTr Fipe #Lineal coot 320 20.00 0.00 0.00 346.50 6930.00 346.50 030.00 ,a, Standard Manholes erg" #Each 5 1500.00 0.00 0.00 3.00 4560.00 3.00 9500.00 ,5. Catch Basin type : *Each 3 750.00 0.00 0.00 0.00 1).00 0.00 �6. 6 ' x 6 ' Tees #Each 60 56.00 0.00 0 00 27.00 1350.00 37.00 1350.00 �7. Bank Run Gravel for Trench Backfili#tun 1700 0.01 0.00 0.00 815.23 8.15 615.23 2.15 19. Connection to Existing Line #Each 5 3)0.00 0.00 0.00 2.00 600.00 2.00 600.00 or Structure U. Asphalt Concrete Faeeeent •Ton Igo 10.00 0.00 0.00 0.4 0.00 0.00 Class "B ' 1. '11 Minus Crushed Rock for #Ton 355 9.00 0.00 0.00 11.35 120.15 13.35 120.15 Trench Backfili, Shoulders and Top Course Constructico Staking aLiso Sue 1 1506.00 0.00 0.00 0.50 750.04 0.50 750.00 3. T.9, inspection #lump Sue 1 1000.00 0.00 0.00 0,00 0.00 0.00 A. CHANCE ORDER It 20.00 0.00 0. 0 40.03 800.60 40.03 800.60 Foundation Mat#rial Class B also 75 tat 16-Dec-65 City N Renton . Dmpart.ent of Engineering Rapt 2 olect1 005 CFO SEWER REHABILITATION Contract Number; C46 090-05 tractor NINE CONSTRUCTION COMPANY Estimate Rueheri I Closing Date! Deteaber 13, 1903 tea Bars Description i Unit Est. Unit previous Previous This This Total Total No, t Quantity price Omntily Amount Quantity Amount Quantity Amount xzzz.:aavaaz.zz..........ss.s:s.:....0:..... ...........o..... Subtotal Schedule ' A" 10.00 138,7%.40 136,796.0 8.11 Sales mat 10.00 $3,142.51 $3,142.51 Total Schedule A 10.00 141,939.91 $41,931.91 !A - JA i t t i r t ."F 'M r•;ary�'.. .+y.x,,+,'*µ'i,Ma� .,n.ru'o.,y-z+v w.,. a. . ,.;`. : . . K,. _ C.O. / 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT 1985 CBD Sewer Rehabilitation CAG 090-85 CONTRACTOR King Construction Company SUMMARY OF PROPOSED CHANGE Add Unit Price item N14 - Foundation Materidl Class 8 Per Ton SEE Supplemental Specs 2-09.3(1)C Foundation material shall be crushed or partially crushed material meeting the requirements on Section 9-30.7 B(l) Class B. Unit Price $20.00 Per Ton Estimated Ouanity 75 Tons All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. 7 fNA1 CONTRAT �TUMPENi CONTRAG� —E�fiF{ATED NE, CHANGE—E$T7FNITU CbNTRAC AMOUNT I $8AMOUNT� 2Z ( THIS ORDOEON I TOTAL AFTER 2 CHANGE $82,439.22 SIGNATURES: CONTRACTOR 2 ,r ` DATE PROJECT ENGINEER �Q- n �. /Jn,C�yl DATE 12-12-85 APPROVED BY `J� ! DATE ub c Works Director ___ OF 'Ja RAM . 4PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 ox MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.98055 9$�OgTtt' SE P(F•�O�P�. BARBARA Y. SHINPOCH MAYOR December 30, 1985 King Construction Comnany 4734 SW 312th Place Federal Way WA 98003 SUBJECT. S-385 1985 CBD Renevation CAG-090-85 Gentlemen: In response to your letter of 12-19-85 n�questin9 extri compensation for changed conditions encountered on the job. Item One: Driveway cement concrete (alley entrance). Item Two: Concrete curb and gutter are clearly shown on the construction drawings, and according to Section 1-09.3 of the Supplemental Specifications, are not el',owed. Item three: Existing concrete pavement under existing asphalt pavement is valid, how , 1 projose that it. be includes as a unit price item rather than a lump sum. Assuming that your suggested price for ;tem Three is 41% of all three items, and applying this to the sawing, haul and dump fees, I calculate peg- S4Lare ,Yard price of $50.13, If this is acceptable to you, I will p,epare a Change Order for: Remove and replace cement concrete pavement ander asphalt concrete overlay 4' to 10` thick, 150.13 per square yard, Very truly yours, t�Ael. 'ZZ 1 l David R. Tibbot, Project Engineer :mf G 4G 90 - Bil INSPECTORS DAILY REPORT Engineering Department City of Renton S - 361 PROJECT: 1585- C.C3D SewECL R.E- Hkc . DATE: CONTRACTOR: _KI/'lw G-yN Sr%?. CS're., co. HEATHER: I tens No. Description Units Quantity Remarks SCHEDULE 'S' 01. Mobilization Lump ea. Per Lump Sus lYordsl 02. s• bur Pips ( l�ll 735 Lineal Foot Per L neal Foot 03. 6' Sower Pips 42 Lineal Foot /rAKr Per Lino4ff Foot 04. Standard Manhole 68' • Each _ 1 ✓i C ✓o Per Each 05. Extra Depth Manhole 41' • Vert Not s Per Vert Foot 06. Connection to Existing Lino, or Structure • N , / Each Per Each —.L. 01. 0' R 6' Toes 1• Each Pe ach l� Co. L.nk Run Oravol for trench Sackfill 2000 Ton Per Ton C ac 90 - BS— INSPECTORS DAILY REPORT Engineering Ucpnrtwnt City of Renton S ' 381 PROJECT: C.13 L) SEwaw- R.6- r-I.%0 DATE: CONTRACTOR: (f.iG Lai., Sra0cn0,, Co. WEATHER: Item Nu. _ Descrl tton Units Quantity Remarks SCHEDULE •S' 09. Asphalt Concrete Pavement SO Class •oo Ton f Per Ton Words) 10. S/S' crushed Rock for S0 Trench Sackful , Shout ars and Ton Top C rse ss•...^� ►er Ton 11. Construction staking 1 Lump 6u• Per Lump Sum 12. T.V. Inspection I Lump Sue Per Lump Sue C bG 40 • as- INSPECTORS DAILY REPORT Engineering Department City of Renton 5 - 38) PROJECT: I98S C.13D Sews tt_ R-,- DATE: CONTRACTOR: klfl G C"on, ST,LvchoN CD. WEATHER:` Item NO. _ DeacrlptIon Units Quantity Remarks SCHEDULE 'B' O1. Mobilization 1 r lump out Per Lump Sue (Yordal 02. a• Bower Pipe 733 Lineal Foot Per l noal Fact 03. 6' Bawer Pipe 42 Lineal Foot for Line Foot Oa, Standard Manhole OS' 4 77 ,p Each Per Each 03. Eetra Depth Manhole a$- 0 Vert Foot 0 L Per Vert Fact 06. Connaction to Ezletln6 Line, or Structure 4 Each Per Each 07. B• a 0 Tees 14 • Each Per, ach 01. Bank Run Brave) for Trench Back/ill 2000 Ton Per Ton C- 4C 90 - &§- INSPECTORS DAILY REPORT Engineering Department City of Renton S - 38) PROJECT: F�$S C-(3D SE k-a V- 2F t1s0 DATE: CONTRACTOR: KING Lon, snt�c Row r,o. WEATHER: 1 Lela No. _ Deacrl tlo, Oiti tS QuantityRemarks SCHEDULE •0• 09. Asphalt Concrete Paveaent 90 CIA%% to Ton f d!� ..� Per Ton {Wards) 10. S/S' crushed Nock for la Trench lackfill, Shoulders and Ton top C raw f Per Ten II. Construction $taking 1 Lump Sum Per Lump fts 12. T.Y. Inspection I Lump Sum Per Lump Sum I - 4G 90 - BS' iNS. :CfORS DAILY REPORT Engineering Department City of Renton 5 - 3B! PROJECT: [cl Si C-BD SewF-uL R.E- "A p . DATE: CONTRACTOR: k::1 mc, C-c> + STn . n.. C.C. W&MER; Item No. _ Description Units uantit Remarks SCHEME 'S' 01, Mobilization 1 Leap Bus dfr+.-a cy — Per Lusp Sus (Words) 02. S• Senor Pips 733 Lineal Foot Per L neal Foot 03. 66 Samar Pipe - 42 //�� Lineal Foot IU Y r Per Line Foot 06, Standard Nanhole 60' , 4 Each Per Each OS. Extra Depth Manhole 40" d Vert Feat Per Vert Foot 06. Connection to Existing Line, a or Structure Each t Per Each G' a 6 Toes 11 Id ,7ZI Each pier" ach OB. Sank Run Gravel For Trench Sackfill 2000 Ton g - Per Ton C 4C_ 90 - t35 INSPECTORS DAILY REPORT Engineering Depnrtment City of Renton S - 3gl PROJECT: 1985 G13D SF-WF- L RE- k-A^t3 . DATE: CONTRACTOR: LZ(N C-OK. STy-vc"OM Co. WEATHER: ite-ni No. - Descrl tio❑ Units _ ca_ntlt Remarks SCHEDULE 091 09. Asphalt Concrete Pavement 30 Class 191 Ton t e,7 / Per Ton (words) 10. 3/81 crushed Rock for to Trench flackflll, ghoul era and Ton -- Top 1— r.,91G p Per Ton 11. Conotructlon $taking 1 Lump flu■ Per Lump Som 12. T.V. Inspection 1 Lump flue F Lump flue — - I I . . ,:. 00t r ,- e, C ai, 90 - 85 INSPEI.TuRS DAILY REPORT Engineering Department City of Renton PROJECT: �niSj C13D $gwEy 2G.- r-Se. DATE: CONTRACTOR: �'fhi(a Loti srrr_.,cri, , c0. WEATHER: Item No Deacrl tion Units SCHEDULE •C• Quantity Remarks oi. 0106tliration i Lump Due Per Lump lux twordmI -- 02. r lower Pipe 561 Llnaal Foot ►mr Lln 1 Feot 03. 6' lower Pipe 165 i Lineal Foot Per L nmaI Fact 06. Btandard. Ranhole 41• ! 2 i Ea-h Per Each I 05. Standard nanho;o 56• I Each I Per Each — 06. Connection to Existing Line or g Structure Each Per Each — 07. Inside to Drop Connection I Each Per E-•ch Ol. D• a P Team it (� f ..� v/ Ea h I i Per Each —.- C iC 90 . 65 INSPECTORS DA .Y REPORT Engineering Depnrtment City of Reuton J - 381 PROJECT: C13D SE:w EIL P—P . "AL3 . DATE: CONTRACTOR: kIN G, C.ON Srtt�cnnH co WEATHER: Item No. Description Units uantit Remarks SCHEDULE •C• 09. Bank Run Brevet for Trench Sackfil :A00 Ton Per Ton (Words) -- t0. Asphalt Concrete Pavement SO Class 90 Ton For Ton 11• B/S' Crushed rock for log Trench Sackful, Shoulders and Ton To p C r me Per Ton Lf 12. Construction Staking I Lump Bus Per Lump Sue 13. T.V. inspection I Lump Bum Per Lump Sue i I I i I i C A.G 40 - 8S INSPECTOaS DAILY REPORT Engineering Department City of Renton S ' 3B1 PROJECT_: I985 LGL> SBwErt (a-F- H^O . DA._. CONTRACTOR: htG C-CD Co WUTHER: Item No. _ Description Units Quantit Remarks SCHEDULE 'S' 01. Pohilitation 1 LuaP Duo e c9i Per Loop Iva (lords) 07. l' lower Pipe 7zs U nral Foot Per L netl Fovt 03. 6' leper Pipe 42 Lineal Foot Per Llne Fvot 04. Standard Manhole W 1 Each e 4 to.✓o Per Each OS. Extra Depth Manhole tl' 1 Vert Foot a Per Vert Foot '—'- 06. Connection to Existing i.Ino, or Structure a / Each For Each 07. G' x 6' Tess la Each Pe ach 00. ' ank Run Gravel for Trench locltiill 2000 Ton Per Ten 0 1 c ac go - gs- INSPECTORS DAILY REPORT Engloecring Uepartmeut City of Rer'.on 5 - 36) •s"` PROJECT: I`t$S C-f3D $E:wfi li_ 9—F -ja DATE: CONTRACTOR: klhl�, _C_o r., SrkL�c Re„ co. WEATHER: Item No. beset 1pt lon Units Qual)LILy Remarks BCHEDUL£ •B• 41. Asphalt Concrete Pauesont 30 Class •B• Ton t /- Per Ton (Words) 10. 5'8' crushed Ruck for BO Trench Backflllr Bhoul ors and Ton Top e.Ar. Cr Ton 11. Construction $taking 1 — � lump Sue Per lump Bum 12. T.V. Inspection i Lump Bum } For lump Bus a NE CA.< 90 - Ejr INSPECTORS DAILY REPORT Engineering Department City of 'enton S - 38t PROJECT: 19$5" C.aD SEWEx R-F -t-Aa 0 DATE: CONTRACTOR: Krt,, C.b Li TTQ.+c Ttor Co. WEATHER: I tell] No. Deacri tlon Quantity Remarks BCNEDDLE •C. 01. habilitation 1 Lusp Bus Per Lusp Bus (Words) 02. B• Bomar Pipe 561 lineal Foot Per Lin 1 Foot 03. 6' Bever Pipe 165 Lineal Fool , Per 1. oval Foot 04. Standard. Manhole 600 2 Each Per Each I OB. Btandard Manhole S,' 1 Each t Per Each I 06. Connection to twisting Line or s Btructure Each Par Each ----- 07. inside B' Drop Connection 1 Each Per Each --- li OB. B' a 6' Tee% Ea.n Per Each j C.4.C- 90 . $S� INSPECTORS DAILY REPORT Engineering Department City of Renton S - 3E'ti PROJECT: I9 SS LflD $BwE2 R.E.- Nn - DATE: CONTRACTOR: k-1/.tG CeDD srg. cn co WEATHER: I tell) No. Descrl tlon Units R 09. SCHEDULE •C' QuantityRemarks Bank un gravel for Trench Sackfil 1000 Ton t Per Ton Ita'0r1 10. asphalt Concrete Pavesant 50 Class 9• Ton L/L ` A Per Ton Il. 3/8' Crushed rock for ISO Trench Sackfill, Shoulders and Ton Top C rev t Per Ton 12. Construction Staking 1 Lump Sum Par Lump Sus 13. T.V. Inspect 1 Lump Sum or Lump Sus -- — CAG 90 - H, INSPECTORS DAILY REPORT Engineering Department City of Renton S - 36) PROJECT: fc`!85 C.13D SEWert 2E- HaO . DALE: CONTRACTOR: KIt tC, LON ST2vCno, Co. WEATHER: Item No. Description Units (quantity Remarks SCHEDULE 03' 01. Mobilization 1 Lusr Bus --n- ------� For Lump Su• (words) 02. S' Sewer Pipe ✓ 733 /e 7 Lineal Foot Per L nest Foot 03. 6' Sawar Pip@ - i42 Lineal Foot Per Lias&T Foot ov -p 04. Standard Manhole 48' j 4 1! t a4,. Each Per Each ('•✓o 05. Extra Depth Manhole 48' 4 �" Vert Foot t L _ Per Vert ioot 06. Connection to Existing Linso or Structure 4 Each Per Each 07. 0' : 6' 7@es 14 tech t 9. For' ach 09. 'Sank Run Gravel 4or Trench Sackfill 2000 Ton _ t P@: -.on 1NSPECTVRa DAILY REPORT Engineering OPPArtment City of Renton S - 38� PROJECT: 1985 CGD Se WF-u; fLE• :-t,0 DATE: CGNTRACTOR: k ll�lG CC,N sr,t���ow cC) WEATHER: I tew No. Descri:tlon Units Quantity Remarks $CNEDULE •$• 09. Asphalt Controls Pavement 70 Class `to / A Ton d -.La.J� Per Ton lYordrl 10. 5/$' crushed Rock for $0 Trench $ackfill, $houi are and Ton ;op C rce e lr, Por Ton IL Construction $taking t Lump 6u■ Per Lump $us 12. T.V. Inspection 1 Lump But n Per Lump Bus "'— c A r- 9c E3s INSPECTORS DAILY REPORT Engineering Departmei.t City of Renton 5 - 38i PROJECT: I985, LCiD SE?wEtZ 2F.- t-iq t} DpTg; CONTRACTOR: 1:::1NC, CON STR �C Tlow Co. WEATHER: Item No. Ueacrl tton Units SCHEDULE 'C' Quantity Remarks Ol. Moblliration 1 Lump Sum s+..r✓ Per Lump gum fYortlsl 02. V lower Pipe Sit Lineal Fact For in ill Feat 03. 6' Sower Pipe 165 anal Foott t Per L coal Foot _ 04. Standard Ranhole i> 2 / Each t 1 For Each — I OS. Standard Manhole St' 1 �= n� Each t 4R� Per Each 06. Connection to Existing Line or p Structure n / Each �— t Iz. For Each - 07. inside P Drop Connection 1 Each i Par Each — i OS. S' a 6' Ti: ll ��� ^ Loch Pir Each — f � c e.0 90 INSPECTORS DAILY REPORT Engineering Department City of Renton 5 - 381 PROJECT: I`t$S �C1D SEwetZ fLe.- :ia U . DATE: CONTRACTOR: KIhIG GOti ST1L..c"o. CO. WEATHER:--- I tem No. Description Unit uantity Remarks BCHEDULr 'C' 09. lank Run Brave! for Trench lac.:dl 1000 Ton t vo Per Ton (Words) 10. Asphalt Concrete Pavement SO Class 9' Ton Gs..c Per Ton 11• 5/1' Crushed rock for 180 Trnich lackflll, Shoulders and Ton Top Cr t Per Ton 12. Construction !taking 1 Lump Bus t 9�es. Per Lump Sum 13. T.V. Inspection I Lump Bus Per Lump Bus t C n , go - Bs- INSPECTORS DAILY REPORT Enrineering Department City of Renton 5 - 381 PROJECT: KISS C_13D SeWEtL DATE: CONTRACTOR: kIN 6. C.o� ST„ cTnom co WEATHER: I L2m V0. Descriprton Units Quantity Remarks SCHEDULE 'S' 01. Mobilization t 9 Lump Sun Per Lump Bus lYordal F 02. l' beer Pipe � 735 Lineal Foot For L neal Foot 03. 6' goner Pipe t 62 Lineal Foot Per Line Foot CMV 04. Standard ManFalm t/' y �a d t .ls V.✓o Each Per Each OS. Extra Depth Manhole 40' Vert Foot _ d Per Vert Foot 06. Connection to Existin0 Line, or Structure e Each t Per Each 07. D' x to Teea 11 / Each ►c, _•ch Ol. Sant Run ,ravel for Trench lactfill 2000 Ton t Per Ton C A.0 90 . f35' INSPECTORS DAILY REPORT Englneering UepnrtwuL City of Renton S - 3l�1 PROJECT: IcI SS C.f3D SewEtL 40 . DATE: CONTRACTOR: INC.K C—c .. sr,t-C'no, Co. WEATHER: Item No. _ Uemcrl>Llon Units - aautlt Remarks SCHEDULE •R' W. Asphalt Concrete Pavement 70 Class 090 / Ton t �r+ .1� Der Ton (Nord&) 10. S/S' crushed Rock for 10 Trenth Rackflll, ghoul era and Ton Top C ram t b dG1.Ar Per Ton It. Construction Risking 1 Lump 6u■ t Per Lump ;Ivs 12. T.V. Inspection I t� ^� Lump 6u■ Per Lump gee t 1985 San tary Sewer Rehabi 1 i tati on -"' ; 'a ,"A 2+ C 4c 90 HS INSPECTORS DAILY REPORT Engineering Iepartment City o1 Renton PROJECT: 1285 C.GO SBwCW— Rfl• ti-% 1 DATE: CONTRACTOR: klhlla COtc srtL.+ct-io. co 4EAVIER: Item No. Deecrl tlon Units Ouantity Remarks $CMS DULE •C• 01. Mobilization 1 Lump Sus Per lump Sus IMordsl 02. S• Sower Pipe 54I ^ Lineal Foot Per Lin6AI Foot 03. b• Sower Pipe 165 Lineal Foot i Per Lirneal Foot 04. StandarL Manhole IS• 2 i Each For Each i I 05. Standard Manhole Sa• 1 i Each CIA 114 Par Each Oa. Connection to Ealsting lino or 3 Structure Each Per Each 07. Inside S• Drop Connection 1 Each Par Each -- i OS. S• s l• Toss 11 Each �.Z _ 4� Per Each C 4C_ 9c . HS INSPECTORS DLILY REPORT EngiiieerinR Department City of Renton S - 3sl PROJECTS I`�85 GClP Sawc� DATE; CONTRACTOR[ kIHG Doti sric�c na co WEATHER: I Lem No. De sc rl )t ton Units mean[!$ Remarks $CNEDULE 'C' 09, tank Run travel for Trench tackfil 1000 Ton i ►er Ton Dtordsl 10. Asphalt Concrete Pavement SO CLppu rt' Ton lf..r Per Ton 11. !/g' Crushed reek for Ito Trench tackf'll, thoulders and Ton To► nm Per Ton •ate 12. Construction $taking I Lump $u■ Per Lump gus 13. T.Y. Inspection I ��✓✓ Lump F a Per Lump $u. i I I C 4G 4e - $ice IbSPECTORS DAILY REPORT EnglneerinR Department City of Renton S - 3B1 PROJECT: I`�$$ C_f317 SEw61t Re- H�O . DATE: CONTRACTOR: LING C.Oti Sra�cnow r0. WEATHER: I tens N0. Description Units Quantity Remarks SCHEDULE 'E' 01, Mobilitatlon 1 Lump Bum Par Lump Bum (Verde) 02. IP Ever pipe 733 74/ Lineal Foot Per L neal Foot 03. O' Dever ►lpo {2 Lineal Foot re. per Linsiff root 04, gtandar{ Manhole OE' { Each Per Each 05. Emirs Depth Manhole OE' a Vert Foot Per Vert root 06. Connection to Emitting Lino, or E,truucture //// ��'' ss a Ste_ _. Ea: Per Each 07. g' a k' iet$ 1/ Each Per, ach OE. lank Run gravel for Trench lack/ill 2000 Ton par Ten INSPECTORS LA1LY REPORT Engineering Itepertment MY of Renton 5 - 391 PROJECT: 1`185 C_13 D Sewa v- 2F - t-t�, DATE: CONTRACTOR: IhIG c..o�, Srit.cne co WEATHER: Item No. _b�acrlptlua Uniti ---- uaatlt ' Remarks iCRE tLE 00' 09. Asphalt Concrete Pavement 30 Class *10 , A Ton Per Ton tYordel 10. 3/06 crushed Rock for s0 Trench lackftll, lhoul ers and Ton top ne �I ►er Ten 11. Construction staking t Lump tun ►or lump Bum -- 12. T.V. Inspection I Lump tus Par lump he INSPECTORS DAILY REPORT Engineering Department City of Renton 5 ' 381 PROJECT: I982 C.l32 SOwEtL fLE• :ia " DATE: CONTRACTOR: 'INS C_O#i Sr:t�cn ow co WEATHER: Item No. Description u Quantity Remarks lem iL E. 01. Mobilisation I tuep but For Luep sue (Nor du - 02. V peer Pipe 541 U nea: Foot Far Un 1 Foot 03. d• !."or Pies 163 tinsel Foot Per Meal Foot 04. standard. Manhole ds' 2 Each t Per Each 03. standard Manhole 500 1 i Each Per Each —_----- - 06. l:0aaectien to ERi.tlns tine Or D i structure Each Per Each --- 07. in.11e s' Drop Connection 1 Each scc— Per Each 08. 0, a d• Tsee 11 Each Per Each 0 01 C A.C, 90 . Br INSPECTORS DAILY REPORT Engineering Depmrtment City of Renton 5 - 3LAI PROJECT: I9 BS C.f3D SewEv; 2E- HAU . DATE: CONTRACTOR: klhl�. LON ST:L chi cc+ WEATHER: Item No. Deecrlrtlon U'iitS Quantity Remarks 09. SCHEDULE •C• Sank Run $ravel for Trench Sackfil 1000 Ton Pa' Ton lYordsl id• Asphalt Concrete Faveunt 50 CLea 'S• Ton For Ton it. S/S' Crushed rack for 1S0 Trench Sackfill, Shoulders and Ton Top C rn Par Tan 12. Construction SUking I Lump $us Per Lump gum 13. T.V. Inspection I Lump Sus Per Lump $us I i i 0 1 C a� 90 • Bs` iNSPECTOF DAILY REPORT Engineering Department City of Renton s - 3$( PROJECT: I`�$S CLi0 SSWIEW. 2E- H-k0 . DATE: CONTRACTOR: KIi.tG C-c>� STIL�CTIOM CO. WEATHER: Description (Ini is Quantity Remarks SCHEDULE 'S' 01. Mobilization 1 7 Lusp Su oe ui _ Per Lusp Sue (words) 02. S' $our Pipe , U n•z` foot _ Per L neal Feet 03. k' lower Pipe 42 Lineal Foot CIA H Per Lino Foot C4. Standard Manhole 48' 4 Each 4 C.+✓o Per Each OS. Extra Depth Manhole 41' 4 Vert Foot 1 Per Vert Foot 06. Connection to Existing Line, or Structure 4 Each 4 Per Each 07. to ■ &' Yet$ 14 1 A/ Each Pa rich OS. 'Sank Run Sra•ai for Trench Sackfill 2000 Ten Per Ton C ac 90 - Hs- INSPECTORS DAILY REPORT EngineerinR Depnrtment City of Renton S • 381 PROJECT: CGD SBk. rjt- 9—r.- tj^0 DATE: CONTRACTOR: Ik Lot.: srtt�cTl off c0. WEATHER: Item NO. _ Description Units -- uantlly fCWEOOIE •B• Ncmarks 09. Asphalt Concrete ►ateeont '0 Class 'g• Ton par Ton (Words) 10. 5/2' Crushed Rock for t0 f Trench fackfill, gha`l�pars and Ton 5 Top SRurso b�dErs-fr, �% Per Ton 11. Construction flaking I Loop Sue per Luop gum 12. T.V. Inspection I YJ� '.map fue C 4c 4o SS- INSPECTORS DAILY REPORT EngineerinR department City of Renton PROJECT: EwEn: 2�- fi.Cn DATE: CONTRACTOR: klhi� Doti Sr,t`T'aH Co. MEATIIER: Item No. Uescrlptlon Unit; eCNEOULE •C Ruantlt Remarks ol. Roellitation I Lusp Iuc Per Lusp S'o I1or 02. 1' bwor pipe Del Lineal Fool Por lin 1 Foot 03. •• lower Pipe 165 J Lineal fee �T Per L nul Feot 04. etandard. Ranhole 01' 2 Each par Each 01. etandtrd Ranhole $a- I Each i Per Each Od. Conna,lion to [Rioting Line or e Dtructure n Each Por Each 07. Inside P Drop Connection I Each IlZ Per Each 01. 1' t 40 Toot II Each ►p Each 17 r 4G Se, - Eas' INSPECTORS DAILY REPORT Fnglneering I)epnrtment City of Renton PROJECT: � GClp SEiWCkC 2E Hilt DATE: coNrancroa: k I�U co ti sr It cne., c.o. WEATHER: item No. De ecrl It Ion Units BCNEDULE •C• uanllt Remarks Ot. lank Run /ravel for Trench $&Chill 1000 Ton ) Per Ton iYordsl !0. Asph laualt Concrete ►aysaant C •�• SO Ton For Ton 11. 3/28 Crushed rock for on T _— ench �a[k/111, Shoulders and Top raa Ton Per T6n It• Construction Itakint 1 en A/� Luap !us Par ltsp Bus Is. T.V. Inspection I Lusp Sus Per Luse bus C AC. 90 - eks- INSPECTORS DAILY REPORT Engineering Department City of Renton S ' 3B1 PROJECT: 1n18S C.C10 S6w6tL 2e- :-tr � . DATE; CONTRACTOR: _�IhIG C_oN sT,L-c Tlo. Co. WEATHER: Item No. Deacrintlon Units uantl: Remarks SCHEDULE 'S' 01. Noeilizatlon t Loop tuft Per Loop too 10ord►1 02. to softer rise 7SS Lineal Foot Per Mosel Foot 03. 4' Sewer Pipe 42 �. Lineal Foot Per Lin@&T Foot 04. Standard Nanhelo 41' 4 Each Per Each O0. Extra Depth Nanhole 48' 4 Vert Foot t Per Vert Fact 04. Connection to Existing Line, or Structure 4 Each Per Each 07. g' x a' Toes 14 Each P• ach OS. Sank Run travel for Trench sacafill 2000 Ton Por Ton C A,G 90 - 8S— INSPECTORS DAILY REPORT EnSinPerinR ISPPnrtwent City of Rentun S - 3$1 PROJECTS I`1$j CUD SawaI?— R.t_• tiy DATE: COt1TRACTORs k1�.lG G.01.+ TT{i�CTlo Go WEATHERs lteo No. Descriptlou Unit _ Lualltlty Nematks SCHEDULE 9- 09. Asphalt Concrete Pavement SO Class "Be Ton Fer Tor (Nor do 10. 6/8` crushed Rock for SO trench lack fill, B%am art and Ton — top roe n For Ton _ ll. Construction Staking Lee# Sae Per Lump But 12. T.V. inspection I Lump Bus For Lump Sue c nc 9a Hs` INSPECTORS DAILY REPORT Engineering Department City of Renton S - 38i PROJECT: SawELt. 2ti- Hr. 1 DATE: CONTRACTOR: klhlt, C C"j STO.-CTta c MEA711ER: 1CCm No. Desc[A ,Lion UniLS _Qua� [it SCHEDULE ['— Remarks 01. Habilitation I Lump /us Per Lump AS, IYoraal 02. /• lesser Pipe 361 Lineal fool Per lln 1 foot 03. b• tower ►i►s 163 Lineal Pool hr L heal feat /1. /tanfart. Nan:tole N/' 2 ' Each ►or Each I 03. Standard Manhole SP I — � Each II Per tack --. -.--_-.- - 1 06. Con Ilan to ENistin/ Line or 3 /erseture Each Per Each -- - - /1. Inside /• 0ro► Connection I Each Per Each --- O/, /• a A• Toes 11 Each For tact C n.0 90 . Hi' INSPECTORS DAILY REPORT Engineering hrpn,tuent City of Renton S - 381 PROJECT: +`?$S C,Qp SBw6tt. 2E- NaU DATE: CONTRACTOR: klhtG �.oti snt.�cn ., cr> HEATHER: Item No. Description Units uanttt ' Remarks 09, SCHEDULE •C• tank Run travel for Trench Sackfil 1000 Ton Per Ton tMortlsl ---- -- 10• Asphalt Concrete Pavement 30 class ON, Ton L/.•t for Ton I1. S/S• Crushed rock for ISO Trench Satkflll, Shoulders and Ton Per Ton 1 12, Construction _,aklnt I Lump But Per lYmp fua 13. T.Y. inspection I Lump Sue Per lump Sus , i i I E F Dlte% 06-Jan-86 City of Renton . Department of Engineering Page: 6 TO. FINANCE DIRECTOR FROM% PUBLIC WORKS DIRECTOR CONTRACTOR% KING CONSTRUCTION COMPANY CONTRACT NO.CAG 090-85 ESTIMATE NO. 2 PROJECT: L985 CBD SEWER RFHABILITATION =n:...........................____________________________====:z=:===_-_______ 1. CONTRACTOR EARNINGS THIS ESTIMATE $49,753.67 ✓ 2. SALES TAX 0 0.081 54,O3O.O5 t,' __________----__ 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $53,793.72, 4. EARNINGS PREVIOUSLY PAID CONTRACTOR 436,856.58 5. •EARNINGS DUE CONTRACTOR THIS ESTIMATE $47,265.99✓ _________,_______ 6. SUBTOTAL - CONTRACTOR PAYMENTS $84,122.57- 7. RETAINAGE ON PREVIOUS EARNINGS 31,Q39.82 S. •*RETAINAGE ON EARNINGS THIS ESTIMATE 32,487.68 ✓ ________________ 9, SUBTOTAL - RETAINAGS >i4,427.5O 10. SALES TAX PREVIOUSLY PAID $3,142.51 _ 11. SALES TAX DUE THIS ESTIMATE $4,O3O.O5 ✓ _ 12. SUBTOTAL -- SALES TAX 37,172.5E * (95% ;: LINE 1) rr (RETAINAGE: 9%) GRAND TOTAL $95,722.63 J FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Linos 5 and 11): ACCT.N r421/000/15.596.38.65.28 351,296.04 N 2 ___________ 551,296.04 i 5 RETAINED AMOUNT (Line ED : ACCT.N *421/000/15.596.38.65.28 $2,487.68 N 2 ________________ $2,487.68 TOTAL THIS ESTIMATE: =a$53,783?72 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION 1, 'HE UNDERSIGNED DO HEREBY CERTIFY OXDEA PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURN'SHED, THE SERVICES RENDERED OR THE LAW PERFORMED AS DESCRIBED HERE'H, AND THAT Tllf CLAIN IS A JUST, DUE AND UNPAID ORLISATION AGAINST TIN, CITY OF RENTON, AND THAT I AM AUTHORISED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SISNED; ew - . i--, f(- Date: C6-:ao-6s City ci Renton . Derarteent of Engineering Peget 1 Project,. 1985 CBD EENER REHABILITATION Contract Nuaber: CAB 090-05 Contract" RIMS CONSTRUL',ION COMPANY Estioate Nusber: 7 Closing Date: January 03, 1986 Ices Bars Description T Unit Est. Unit Previous Previous This This Total Total No. No. I Quantity Price Quantity Asount Quantity Ascent Quantity Anent SCHEDULE " All 01. Mobilization 'Luse Sus 8000.00 1.00 6001i.00 0.00 1.00 3000.00 02. B' Sewer Pipe N.ineal Font - 25.00 629.50 15737.50 1051.30 76482.50 1688.80 4?220.00 03. 6 ' Sewer Pipe 'Lineal Fort 320 20.00 346.50 6910.00 392.50 7850.00 739.00 147BOAD 04. Standard Manhtl s 49" #Each 5 1500.00 3.00 4500.00 6.00 9000.00 9.00 13500.00 05. Catch Basin Type I #Each 3 750.00 0.03 0.00 0.00 0.00 0.0e 06. 8" a 6" Tees 4Ea0 40 50.00 27.00 MO.00 30.00 1500.00 57.00 2650.00 07. Bank Run Bravel for Trench Backtillaion 1700 0.01 815.23 B.15 C47.15 8.64 1678.9E 16.79 Do. Connection to Existing Line 'Each 5 300.00 2.00 600.00 5.00 1500.DO 7.40 2'.00.D0 or Structure 10. Asphalt Concrete Pavewent #Ion too 7C.00 0.00 0.00 Oleo 0.40 Oleo Cuss "B" IT. 318'' Minus Crushed Rock 4or 'Ton 355 9.00 13.35 120.15 379.17 1412.53 192.52 3532.68 Trench Sackiill, Shculders and Top Course i 12. Construction Staking #lusp Sue 1 1500.00 0.50 750.00 0.00 0.50 750.00 • 13. I.W. Inspection #Luse Sus i 1000.00 0.00 0.00 0.00 0.00 0.00 1 4. CNANSE ORDER 11 Tai 75 20.00 40.03 B00.60 0.0,1 40.03 800.60 Foundation Material Class b 0 Date: 06-3an-86 City of Renton . Department ci Engineering Page: 2 Project: 1965 CBD SEVER. REHABILITATION Contract Number: CAB 090-65 Contractor RING CUMSTRUCTION COMPANY Estimate Number: 2 Closing Date: January 03, 1986 Ito Bars Description I Unit Est. Unit Previous Previous This This Total Total No. No. I Quantity Price Quantity Amount Quantity Aount Ouant:ty Amount ...........::::...:.:.era„a„a,,,,:,,,,,,a,,,,.,:...............t...............a............ .:.:...._.____.,�_ 15. CHANBE ORDER N3 :Square Yard 23 50.13 0.00 0.00 0.60 0.00 0.00 Remove N Replace Cement Conc Net Under Ed Asphalt Pavoent Subtotal Schedule " A" 1138,7%.40 s49,?53.67 j SBB,550.07 C.1I Sales Tax 13,142.51 $4:030.05 / $7,172.56- total Schedule , A" $41,918.91 $53783.72 $95,722.63- 0 Date: 06vlaa-86 City of Renton . Department of Er.3ineerirg Page: 3 Project: 1985 CBD BENER REHABILITATION Contract Number: CAB 090-95 Contractor KING CONSTRUCTION COMPANY Estimate Nastier: 2 Closing pate: January 03, 19M Item Bars Description T Unit Est. Unit Previous Previous This This Total Total No. No, J Quantity Price Quantity Amount Quantity Amount fiaatity Amount SCHEDULE " B" 01. Mo6i l I nation *Lump Sus 1 /000.00 0.00 0.00 C.00 0.00 02. 8" Sever Pipe *Lineal Foot 735 36.50 0.00 0.00 0.V0 0.00 03. 6" Sever Pipe #Lineal Foot 12 50.00 3.00 0.00 0.00 0.00 04. Standard Manhole 48" +Each 1 0.10 0.05 0.00 0.00 0.00 05. Extra Oepth Manhole 48" §Vert Foot / 0.01 0.00 0.00 0.00 0.00 06. Connection to Existing Lane, 'Each N 300.00 0.00 0.00 0.00 0.00 or Structure 07. 8" w 6' Tees *Each I/ 50.CD 0.00 0.00 0.00 0.00 08. Bank Fun Gravel for Trench Backlill§Ton 2000 C." 0.00 0.00 0.00 O.oC 09. Asphalt Concrete Paveaent lion SO 100.00 0.00 0.00 0.00 0.09 Class ' B" 16. 518'' crushed Rock for #Ton 80 9.OD 0.00 O.DO '-.00 0.00 Trench Backfill, Shoulders and E Top Course It. Construction Staking 'Lump Sus 750.00 O.OD 0.00 0.00 0.00 12. I.Y. Inspection #Lump Sum I 700.00 0.00 0.00 J.00 0.00 Subtotal Schedule " B" e0.c0 $0.00 $0.00 6,1% Sales Tax 10.00 10.0 e0.00 Total Schedule " 8' $0.00 $0.00 SO." 1 A ) �� Date: 06 Jan-56 City of Renton . Department of Eagineercnq "rage: / Project: 1965 CBO SEVER RENABILITATICN Contract Number; CAB 070-65 Contractor NINE CONSTRUCTION COMPANY Estimate Number: 2 Closing Date: January 03, 1996 Item Bars Description t Unit Est. Unit Previous Previous this This Total total No. No. y Quantity Price Quantity Amount Quantity Aaount Quantity Amount SCHEDULE " C" 01. Misfit llxation .Leap Sum 1 4200.00 0.a0 0.00 0.00 0.00 02. B" Bever Pipe 'lineal Foot 561 29.00 0.00 0.00 O.OQ 0.00 03. 6" Sewr Pipe 'Lineal Foot t65 10.00 0,00 0.00 0.00 0.00 04. Standard Manhole 48" 'Each 2 1200.00 0.00 0.00 0.00 05. Standard Manhole 5k' 'Each 1 3000.00 0.0D 0.00 0.00 0.00 06. Connection to Existing Dne a *Each 5 300.00 0.00 0.00 0.00 0.00 Structure 07. Inside 8" Drop COnnetti Un 'Euh I I000.00 O.OD 0.00 0.00 0.00 08. 8" x 6" Tees 'Each 11 250.00 0.00 0.00 0.00 0.00 09. Bank Run Gravel for Trench Backfill*lon 1000 0.01 0.00 0.00 0.00 0.00 I0. Asphalt Concrete Paveurt flan 50 100.10 0.00 0.00 0.00 0.0 Class "I" it. 516" Crushed rock for elan IBD 9.00 00 0.00 0.00 0.00 Trench Backfill, Shoulders and Top Course 12. Construction Staking 'Luep Sum I 600.00 4,00 0.00 0.00 0.00 13. I.Y. Inspect:ar. 'Lump Sum 1 600.119 0.00 0.00 0.00 0.DO Date: 06-Jan-86 City .i Renton . Department ni Engineering Page: 3 Project: 1965 CBD SEWER REHABILITATION Contract Number: CAG 090-65 Contractor KING CONSTRUCTION COMPANY Estimate Number: 2 Closing Date: January 03, 1986 Item firs Description I Unit Est. Opt Previous Previous This This Total Total No. No, t Quantity Price Quantity Amount Quantity Amount Duastity AID-ant Subtotal Schedule " C" 10.00 $0.00 $0.00 8.1% Sales Tax f0.00 10.00 $0.00 Total Schedule " C" $0.00 $0.00 $0.00 Total Schedule 'A'' $41,938.91 153,783.72 ✓ 195,722.63 10.00 Total Schedule "B" $0.00 $0.00 $0.00 10.00 Total Schedule "C" $0.00 $0.00 $0.00 10.DO Total Alt Schedules 141,738.91,/ $53,783.72 " 195,72mis �'1{ 7X g1 u w t z C.O. P 2 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT 1985 CBD Sewer Rehabilitation CAG 090-85 CONTRACTOR King Construction Company SUMMARY OF PROPOSED CHANGE Add Schedule B 8 C - As Bid Schedule Previous Deleted. Schedule B Items i1 thru #12 W.017.94 l 8.1% Sales Tax 3 401.45 Sub Tot& Schedule 8 45,421.39 Schedule C Items 01 thru #13 45,549 00 8.1% Sales Tax 3,689.47 Sub Total Schedule C 41.138.41 _ Total Schedule B 6 C $94,659 86 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. -- ,UTN'F CIJRALf 1 ED ET LH�NO`E-- EST ED C N AlK1UNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $82,439.22 $83,939.2`2 I + 94,659.86 I $178,599.08 SIGNATURES: CONTRACTOR ✓? _ DATE _/z=.Z7-8S— PROJECT ENGINEER aC.9 /l 144'11 DATE _Q - u- 8f ,APPROVED BY DATE u is Works Director C.O. a 3 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT 1985 CBD Sewer Rehabilitation S-385 - CAG-090-85 CONTRACTOR King Construction Co. SUMMARY OF PROPOSED CHANGE Changed Conditions: Cement Concrete Pavement found under existing asphalt iverlay. Add the following bid item: Remove and replace cement concrete pavement under asphalt concrete overlay, 4' to 10" thick; per square yard. Estimated quantity: 23 square yards Unit Price: $50.i3 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. RiG C C Ul2RENT CONTRACT rsTWE-D-NET-C-HANGE 11TINATID IINTRAI AhgUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $82,439.22 $178,599.08 $1,152.99 $179,752.07 SIGNATURES: CONTRACTOR _i DATE PROJECT ENGINEER ' „N„l�c.�( DATE APPROVED 8Y l DATE /L 3c Pub 1� c Norks Director /SPEED LETTER TO: �a ri"� I< t C�n6ATE: PROJECT: C— SUBJECT: rJ� r P r TD Pito crt c ; — A l-L TZb Sr - 21- 5:1 A i gnea] _ 0 C 4(.. -7n . $S- INSPECTOV DAILY REPORT EnginMerlig jenartment City of wenton PROJECT: IC1$S C130 SBttiF cL 2e- 1♦a 13 DATE: CONTRACTOR: �'Ihi(a C-C>N SrtL-cTlom Co WEATHER: Item No. Descci Lion I Units OuanLity Remarks tCHEDOLE 'C- ol. Mobilization I Limp Su■ Per Lump Sum (Words) 02. S' tower Pips 561 .�. Lineal Fonq ►er Lin 1 Foot 03. 6' Sewer Pipe 163 7 lineal fact d�Y _ ►er L neat Foot Oa. Standard, Manhole 68' 2 �� / Each /z Per Each i 05. Standard Manhole 66' I i Each t � a Per Each 06. Connection to Existing Line or 3 Structure Each Per Each 07. Inside S' Drop Connection I Each Per Each OS. S' x 6' Tees It Each _y Z4 Par Each C4G. Qo . BS— INSPECTORS DAILY REPORT Engineering nepartwnt City of Renton 5 - 381 PROJECT: I`�SS CATE: _ CONTRACTOR: k(h.t` Lpti srtt. +c Tnc.. co WEATHER: Item No. De ac r 1p ttoo Units uantit Remarks 09. SCHEDULE •C• _ Bank Run !ravel for Trench Sackfil 1`00 Ton Par Ton (Words) 10. Asphalt Concrete Pavement Rp — Class *1• Ton i ura Per Ten 11. S/S' Crushed rack for too Trench Sscrf111r Shoulders and Ton Top ram t Per Ton 12. Construction Staking 1 Lump Sum Par Lump Su■ 33. T.U. Inspection Lump Sum Per Lump Sum I I i I i i i I ♦ A CONSTRUCTION INSPECTION DAILY DIARY PROJECT:__LgLLT ! A PROJECT NO.: owtzcw ~r5-w - ski fD A. INCLUSIVE DATES BOOK NO. __ __ -ITEM 4 PARTIAL CHECK LIST • DESCRIPTION AND CONDITION OF MATERIALS ANDJOUIPMENT -ELIVEREM • DESCRIPTIONS OF ITEMS RBJECTED AND REASONS THEREFORE. , • RESULTS OF INSPECTION TESTS WHICH ARE NOT RECORDED ON STANDARD FORMS, SUCH AS WATER LEAKAGE TESTS, ELECTRi1AL TESTS OF PIPE, COATINGb, SMOOTHNESS TESTS OF CONCRETE SLABS. • ACCOUNT OF WORK ACCOMPLISHED DURING THE DAY INCLUDING LOCATIOM AND QUANTITY. • DESCRIPTION OF ANY DEVIATIONS FROM PLANS AND SPECIFICATIONS; REASONS FOR, AND WHAT WAS SUBSTITUTED. • RECORD OF SPECIFIC INSTRUCTIONS GIVEN TO THE CONTRACTOR. , • DETAILS OF DISCUSSIONS,*OR CONTROVERSIES WITH ANYONE CONNECTED WITH THE WORK SUCH AS THE CONTRACTOR OR HIS REPRESENTATIVES, MATERIAL MEN, PROPERTY OWNERS, CITY, COUN7Y,'STATE, OR FEDERAL GOVERNMENT PERSONNEL. • LIST OF VISITORS 1-0 THE PROJECT AND THEIR 93USINESS CONNECTION. 1 • DETAILS OF ANY PERSONAL OR PROPERTY DAMAGE THAT MAY HAVE?. OCCURRED AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE. • NOTATIONS RELATIVE TO VISITS TO COUNCIL MEETINGS OR WIl-H OWNER AND HIS REPRESENTATIVES, AND ANY INSTRUCTIONS RECEIVED FROM OWNER'S REPRESENTATIVES. • OBSERVATIONS OF CONDITION OF FOUNDATIONS AND OTHER ITEMS OF WORK WHICH WILLBE COVERED • REFERENCES TO IMPORTANT PHONE CALLS. (DETAILS OF ALL PHONE CALLS SHOULD BE RECORDED ON TELEPHONE CONVERSATION PADS.) *FOR OTHER INSTRUCTIONS, SEE THE CONSTRUCTION INSPECTION MANUA DAILY INSPECTION DIARY PROJECT TITLE: ),rS _fiJ//�T%fy S�It.0 ,E�EJ�i%t5 PROJECT NUMBER: _ PROJECT NGR. : ENGINEERING PERSONNEL: TITLE NINE LOCAL PHONE LOCAL ADDRESS Its. EnDr, .wwLG Inspector ?ee7w 14e IPve-v. Inspector '~ Inspector �i�d✓L�' Inspector OWNER PERSONNEL: NAME TITLE OFFICE PHONE NDNE PHONE CONTRACTOR ►ERSONNEL'. NAME TITLE OFFICE PHONE NONE PHONE J)m/ llee- e.16 AL/E A:�, soon Ilmar DAILY INSPECTION DIARY � e")-- �,/ REPORT t DAY: i// A DATE: /G/ WORK PERIOD:. . -2 7e./p.m. too_%' WEATHER: TEMP. MAX �1' 'F MIN l�°F�PR`E-'CIPITATION: WORK ACCOMPLISHED TODAY: A- /� A A.c L/dam sE d��io�yTP.I/^.P?7�S .�.ci 'a J L/-J.�iTE.d r'.'¢� N�fti Z n>.e:� 7.'�'/�C �2✓/r ��r-�',a�� •�•��; •4xr�r u�/�yosr� .E�i.�.w.vG o.v u.4�+vr' .as G diit/EAI�?!e/ H4 �i.�,rF s, d� n�t7 mrSTA�i^ G-t,Jlii.�.N�.VT J/k1z7G Jcrsz� e0.'do ,!/Yl• - 4.'!O Gi�� .��Ct h�C".T-L/-e..iT.�il�.�. do �� !)s/[/.41 J✓D. /-�C�NI> .17i�.1 T �llT/�F �7�/ST /!9s✓ Lc/.f< /d" ✓!_'/P 30 " ti.v r�.aa�ce�- EXLST.4n t- GG.i/y .6-�1ay,.� ,52 J!/Ia/� 4J/TJI� .�LiLL C!/L�G/GE 4iGf�-3 8�.✓/`J �/ EYJ �Y T"A.^.r• C��rY �i C'-.¢C-.. l�`!���—L�i_TY Lar'.=N'o.�_ �7sf/irr-n LGl'' dF �/�',u'•lc J�!✓�,.0 41�'Jcr'��'" 4y !cm"n, riwiyliJ,�.rl�s�_ 7tiG ��,..K n���� ir,�1' yYll.�/4_SSZ�s/. G"a .vr,�.✓c�o .R--cu�a�2 /Gb -t &,#J "J jt ti 42;, $r Ar— a ew •ate►- AeAl ,4r- V am'! cf.C! /ydw W ' s.-?"v ra 47f1 ei4 L CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: ®i1/1'7 n/UC'D WON WNW Pmw roww �.. DAILY INSPECTION DIARY DAY: DATE: -Cf/ �y �.�y"HORK PERIOD:_ a.m./P.M. to _ a.m./p.m. REPORT / WEATHER: TEMP. —MAX r-_•F MIN _°F PRECIPITATION: WORK ACCOMPLISHED TODAY: G-�or�,¢ne�✓ !��/� ..Spy�+r r.��� �"c'irirc�G .sf/1 rrrs-is�. �Z:5 t'/L>�'- f�' �1/ G//CF` ii)I�lZrlY.�/(. �e4e �rCIT.��dI�>JJP ela /1-711 T �. T7�s2TZ-;"E 6�ZW 4!te4-,:::2 ae4.,- .7t/ 1 tom° EYP�rr�a Ta o.Z;wA/ srY� Td .✓a� uce- r� 4' .a G. /Mid? ' � 7;;04&E: df-�LAWi xi6 T �A/�E' - G�fr►' �i�J� �i.a,vriri�c 7 B-fte Z�"N " c ELer7l;PleAeW r5' l e IVA" TD E7/457T Lit/ � EZJ .✓ dC!'S/ r CONTRACTOR SIGNATUREN�g CTOR $IGNATI'RE DATE. flaw _ .... .�. � �. �.� .� •r .—, ■aala �r � DAILY INSPECTION DIARY REPORT H DAY: DATE: r//D /Fee WORK PERIOD: Ism./p.m. to-�Z:F_ a.m . WEATHER: /;� >G` TEX.P, MAX OF MIN OF PPRRECIPITATION: WORK ACCOMPLISHED TODAY: rA�i�I i!/%?llec �aF"//1/i�T/.�/c�r��l.�l1i/�t/u� 1`�"f.✓.0 C'/1ot/ 14-4a-7- E� .-G/Fl-FD 7/lE " /f/i.t/ll�� d?! lle t G•Q4Vd-Z Ifff F`du/✓L)iQT/O� /Y!/1T�'�'i.,lt � ,GLf.3�. T� /✓E:ti- Geeay�L �t✓:�I!/R/c� �� /�E.E� VGIJw/ rlJO e TL Titf� 7/. P ''eIAOWIL�r— Shy/1/� /J 26 a1�t�.ti {r4GE 'UGGIT/f1�/ TI /i/� - !tl/f'f'-�/Ti4'l�" ..? ('i/.�+�/� � �•E'L'c� - 73i`F G'l/N�!A/�'� sfiJ/GL. Sf/r3�//I' �.�/� .,c`"r'•� . a,F:.ch.�cG. .�..� ��xl�.:� lD.f/,f�,I.�TL'.F' /_`' /-i�ul�i.yE CilL//l� A' /✓//ice '�. r� //E CONTRACTOR SIGNATURE CTOR SIGNATURE � f/Vc o�f/✓� /t117'n.n�-�f. M�.nroz-r. DATE: KING CONSTRUCTION COMPANY 838 7819 4734 S'N 3121h PL. FEDERAL WAv 4Aq"NQT0N UM Ccmr Lic N • 14G-`C-*207PN -- -- DATE is '/Olr'> _ PPAMECT Nb. C i3 r-) - "'r e�l�•,�«. _(I '� t r i.v. i• i c.k t s -T-A I _ / s'3. 5 ''A✓ S4- P1lG �5�. lA' / so /t 6 Fy6 ' rrf q •, TL //tts > iy s T de // + >Y L lL + 3k s /6 I Noe � I n - hc. ca LA C- I e Ff S rr; CGYG!r, r ^ r �- ��P '-< rnrr trvtr,. C o'� no+�^FI• , This mlo mel le"eMold W e9 Ce.Weo 1.be a h.r dQ tM Wm Of Wm Wwalm lhet Wlll both.mfe meese0e speed erM reduce COB" v DAILY IN NUIDN DIARY ,•./i7A/UE=] REPORT 1 DAY: 7UE5 DATE: /?//O(`?r WORK PERIOD:_,7�m./p.m. to-:j i.%�. WEATHER: TEMP. MAX °F MIN OF PRECIPITATION: WORK ACCOMP:.ISNED TODAY: 1r� "q> d zclG Goc-il ryo Al 1:;Qe rio Al /2 t 4.5 e-,5r /o c.s r c, xr • //f7fJ' ---- Lr/FSr �4 cf ¢ « CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: om /rm r�+. r— ..... ..... ., DAILY INSPECTION DIARY REPORT � DAY: ��G—O� DATE: /2///�PDRK PERIOD:_ a.m./p.m, to�S3 s.m, HEATHER: �C'c.D� TEMP. MAR -5--F MIN � °F PRECIPITATION; /Vote/E 4 ./-- WORK ACCOMPLISHED TODAY: i/f221 �oiir�w�.i vn 44VZAW € Or Mend J / /✓ . SO 7a �OG/7.tf rr7,a e/T bo- ,tinrY 7/c�"' G,F-v�li�z.. �,� ��.Ac�✓ttJ�a/r- C�� ,^iyU�.,�„tt�r_.Q /tor .ri77i/UN '2t 74 GOCA. 97 Sr 8' -G.-A�eA4-, .W ZA- /�B/a vrlr a rw'tw► /Os4f /D! /2 G7Urf�i/TJtS Cr 8 X(d 'r , 22. CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY e36-7919 4734 S W.312th PL FEDERAL WAY,WASHINGTON 9S003 Conti Lac.No KI-NG�CC-'209PN / --_ DATE / A 7T. /r.rr S�iw PAMCTno. _C SUBJECT , I•+ �iY6 Tff S�q 12) tr ato V6. / 7/y 7. —v 76z iOrCy /•J .' _ 7 L 1 + 7e /2 5- - Thin informal letterhead was designed to be a handwritten form of C muoXA!l l that will bosh increase message epwo end reduce ovals. Mom mn DAILY INSPECTION DIARY DAY: DATE: /�//P S-WORK PERIOD: REPORT / WEATHER: _ TEMP MAX 41?0 OF MIN �`"F PRECIPITATION: /j/�•+/ � WORK ACCOMPLISHED TODAY: ,�_�D raj wrzx-�=� .�-3'Yni.+LNlIN6 isv6 �" �G __`1`/�•n! .SEaX.(� .r0/.�I'. ?/�P4t/t9s NN�S.�+J!r!/l�S w'i ls�" C-JIL/tL ' /wt ,cJ-v �']Crwrltndt� .¢T 5� _ /pl.rt �iTaV wOC, ce" S_ c7r/_ s i pE rrdr�e NU O•- ric� cC L�wv 7Z /1/N TD cSDiL /S SOGf�ii ry G/Ju�/✓� IJ//1P/ - -- y1arV .;T��. .sYi�_ .oi.�ic �r .S�.o. cJ/ �.�•' c,a,cz��,w� c$tSa _ c�wVn /J r`�.air '�J G< .c J �i T/??3 wtF �G'U.c11�i��7e a/ wI/• dI� o=�*2Zt 011. *=o'4..1 --_ T68' Go�ra�Tn,�sc _ F?w0!•77Gt. rJF' G'"P/P�" 9139 c�►-sr i2.S t� Aw vim Ecrr� CONTRACTOR SIGNATURE INSPECTOR SIGNATURE /) / DATE: •� two .a.r ...� .... DAILY INSPECTION DIARY L-erl�%•ifL/Ge:, REPORT N DAY: DATE: � fa/ I ORK PERIOD:_ a.m./p.m. to a.m./p.m. WEATHER: TEMP. "' OF MIN OF PRECIPITATION: _ WORK ACCOMPLISHED TODAY: _ G • 77s GS Aloe rs"S=� fa.vr .. n/l'i✓ iSn .Fft C. �?o, �/ ,Goc✓.t/.�/J�'fa�+/ m �L, 2G. oS ra.v, CONTRACTOR SIGNATURE INSPECTOR SlGNATME DATE: KING CONSTRUCTION COMPANY 939.7Bi9- 4734 S W.312tn PL. FEDERAL WAY,WASHINUTON WW3 Contr LK.No.KI-N6-0C-'209PN DATEt- �r S�.a PRQAECTNO. SUBAECT h " Pq — O S �Gos TPA rrt/ - CIY �S _ Tnls rnfpmai lenernead was de3,gned to to a nandwnnen 10rm Of CUmmamtBllon Inal well Doln rncreasa message:peed and rCduce co,.is DAILY INSPE7ION MARY REPORT d DAY: `,E'J A1/ DATE: /2//j/ 'j'WORK PERIOD:-;Zc ,n./p.m. to`EL a.m y WEATHER:IAVenF'!G TEMP. MAX QG.F MIN !�P -F PRECIPITATION: 111D,�i WORK ACCOMPLIAY: e;OA ' !F- �. Z-A, Fi�+ZArlr S/74 Bl�4,Tl Tt/ V4W4/, /17•F/W'AG /M ;rAIFiTA0lW ��ru.�lZiAiyew/ GU/.1.�CttO' �i�'.►��,��5 i�✓ .S�'L.Ez••�' �r rs4'S PO/NT - Z.as•e.e�-v la C!lfY LDS-MACE>yiS iFyY OACG .d-JAr•V •er-11 6-5,0WV 771,-$r ie e..ti i,/.e�le,Ri ui/,S� S/< A,A•C w::'A?-c le./•&I /Ji /✓ 3Ae+ 5'.� C�� lOf.�fJ-Tg� . GINJ72.FCIiK �✓fl•/L-/] rf.9-✓E� wl6'xi �s�.4iN� 72' 1W Al -T/.Pe /V 54AD dW A/J/r7l t/4 —I e"AF r6V A7 Y _ _ ��'� �a'�7�/A/�' SdJ�� /A/ /}G.�C/ t dY• /1/Ei'Jl-p fllfi /ll a:e o - •• wicc. �> Jcisr/rf3sur ra c'y?'.SrMI . Al .343D WA0r oW r7Os !-.v onC.S 4:Pp rw o,,Ai,q_5, wA bU, — T.E«r&E <<2/c e Ivor .W-C- /A' /✓SAGV --TV 0041- Gr773 Se--.7 oWZI owi ;.-_,4s7i,v ? +e:-r-!14W-e-c) ..,-eAGmr .cage use Ziiv. —'TTir m !/ _ 3?�^.�.oe+.D17'�X.. 4�«�7-✓n 1Y Al. q/a6rG/ V,"7fre iGo '/0 gee L�•s 4. / &-4 A?s / /L. �.VSree'�rlD•v .�Tr�iCier` /G3?�'s 1r/L/ i'e naE �S .5 1?.�r►r V de G CONTRACTOR SIGNATURE INSPECTOR SIGNATURE /�/ DATE: KING CONSTRUCTION COMPANY 8387819 4;34 S W 312th PL. FEDERAL WAY,WASHINGTON 98003 Contr. LK.No KI-NGGCP'209PN DATE 3 �s PROJECT NO. C.� J:)—c: -a R1! Mh 5.3JECT ����t.iN_ (1 w..�}(p t r t c5 r r'�I/G '4-a ri Air N> 24 P — ---- L 7f sr;� /5" r — �: -- L - TG2 This Informal letterhead was des,gned to be a narrow." loon of com,nicahon•tat wlll both inReaae message speed and redu"Costa �r away rrr .r.. — ...., — ,. - —17 .�. ._�. DAILY INSPECTIDN DIARY REPORT DAY: f, j ' DATE: i"' / WORK PERIOD:_ a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN _OF PRECIPITATION: WORK ACCOMPLISHED TODAY: /�� Grlr�►l7s,d�' ✓'�io�et.rv.rz. -;*Z77 � Sru�4�e v ernn 77, 7_3 LiiCSr /S� 2t3S-1 CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: woo W� rr. DAILY INSPECTION DIARY DAY: REPORT t DATE: i?//G I �WORK PERIOD: �J�,'�,/P,®, 3� WEATHER: rTEMP. MAX ,' F MIN3e °F PRECIPITATION: - 1Vllf/E WORK ACCOMPLISH" TODAY: �1�8D�4rf'�.�.eE�'�~it�k�d✓� n/e. — �-�'>P�erxwnc Se o+� rb s D9" ; . r/;"o YZ rt or�r G'. 7 s�Bi r o�v -�'F�.�ldir f"�oaSG—�� !�/i.>'a� l�mxin6.fzr9aG 2'0 4,2JUdc 7- �ry,rax Qr q/,JA<AD iw/ AG/man! st74 ter, -r > P _�� enI>-�crtanJy/°. l�L�tCr_-D L�a�. i ia✓'L-sI nx A/. Sr -57 G'; ie//2'ifT oF'��/ �n•r 7e D�CIG uy -4wIY7;1>i eliT ID sae. irid" /d7yveg n/i5:6-D. -yf`�it C51 �"S C�3t/E�•+L=- PiGE /�, 'd C-F� av s — _ TQe-r>csy t3,sc-r�ucc /G 3.9 �,ts CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY 83A 7619 4734 S.W.31211,PL. FEDERAL WAY,WASHINGTON 99003 Conti.LK,No.KI NG•CC'209PN DATE PROJECT NO 'j C �y eiE �a.ttiJ, ' SUBJECT 'TG F67AV -T 1K This informal letterhead was designed 10 be a handwriven form of commumcatron that wit,troth mcreese message Speed and reduce costs own DAILY INSPECTION DIARY REPORT U DAY: 7UF DATE: WORK PERIOD: (iE'.7NS E' WEATHER: � _ TEMP. MAX a'°F MIN --fO °F PRECIPITATION: /A/Oi✓E" WORK ACCOMPLISHED TODAY: &Oo E t'e0 ,,V-"Ao%; /wf i1LGtn' FOF /1/EA i".rlY� /✓ SU OF Al, 0s�-D dT - TB /iJf .role - oxr �/`rr-CL ✓-�r�o�sr /n�✓C"�T76AlED lLa���1G✓F>.vTF�a�s� AOL-_ -,oy e"D e,00Y ld G/I.V4f/T1it/C1> ,4-e our T7t� F>.y GL Q B.✓r7i y9 y n/ o �� yn c. � L ev .4� S del 4&2. <z) � iVliwe-jgf,, -4WO Gtwi5r�insalscE Fes, /n< i✓ 2.vQ ST /.,*uL7nrl /f+✓D ,¢-t GEY �-�v.��yas.sr�/_ G�.tln ST - 771Gp / >.7i2 Il-f-�� U/Jt+4 d/7' G.07-GrI/LG Ape ,�'•�r�'Qf�l .QC--L t�y Lt11 L L .R'GG�Y G-lVP�.4�VG� LiIiGG-A?&r o lJ.el6i O C Bit/ /T/Q .S/ 270-L e22Z A1,51W6 �e Z�L-4V7. �.e. /D. B 0 Gi!'Y/.a/ 6 �y".p✓G �� ` •®yG S✓®E S `C S>fT/�S. TEc Gctr,O»B.C/ _ /_•�s�i.�E .�=CsTifse� .d t/B r�r _ /" y 4,0 Of� CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: O e✓/JA/L�E 2� -— DAILY INSPECTION DIARY Zi.vr7n e0%av RE-PORT i DAY: DATE: 6;Ll/,7 WORK PERIOD:_ a.m./p.m. to _ a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: /off' cib' 8X6 £ e-4, CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY 6 9 7919 4734 S.W.31211,PL. ' FEDERAL WAY,WASHINGTON 99DO3 Conlr L¢.No KI-NG•CQ'2D9PN DATE PROJECT NO. G/�h — C�sv e� par—*-, F L SUBJECT � x6 -7 -s eCr ICR L�Ca1 "'s cr S ;✓W` t 7p2 ,>riv / 3 it y,71 iy ?IC s/.341 > /o 71K 319ss /3.S This rnlormal letterhead was Mfugne010 be a hanAwnpen form of communzatwn V,,t well both InC,Oa$a message speocl..a reduce cpsts. +e owIA m� r� mr m�mm DAILY INSPECTION DIARY REPORT / DAY: Ld/-7� DATE: ��//rJl�RR PERIOD: '^ ,/P,m. to� t. p,m WEATHER: TEMP. MAX.--A 7-7 •F MIN g.;2, -F PRECIPITATION: ^Ve.4-e WORK ACCOMPLISHED TODAY: �tfi'3 C_sY�.� L��dre �r� iv �L�e3•Y � � J lJ:/S SEAT.-t/1:E=' i.u' !1-Gt.tfy' S�rtL jai ST /�G.49//.�� - �i i r R�3rs.�nOiSN rt�' .f.�s✓ ifs lFdC�. �s�i -5.4:►tFr /� .,� aa.a ,.z,esrd o .�excosrr F�,w✓ �rit� r- ,r94fYAr1 /Al 0/z/ e"ll/3E'v sr' /a►i rs �� -45,Oud el".— l'e n/P /r' /i/I)tn �aa �r-�,tr T OY � �.t+✓ /'f�Ft' d4aw 6/duics,v 1F C'.Jc i s �ru� /fir rairmy cr �rsv +wac - wR.�vc �✓� w/cam ygy a G�x�s� C,F',�c*ie a 9Rirqo ssdEisi� l��ec✓ ? G_ e, r / s All, farmtar /i c3 iidrr- Srn2 Lt.�+rrrs�✓ f 4/ Es3ST /3 S« 2 t 7 ct Gr/45T 15 C/¢ 2/G2 t s7- f? 40- 2 !-4/ dF-457' /7 GF 2 tut k1E5r _ �4 F CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION D{AW -+� 4 REPORT DAY: _ DATE: .' /. /eFj WORK PERIOD:_ a.m./p.m. Co a.m./p.m. WEATHER: _ TEMP. MAX °F MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: T�`'".'.���_ /, ,/� i7-b7r7 *Y `!'�g�?�ll��dr. �t .P '�Tlisr•� Bid � 7/ L i CONTRACTOR SIGNATURE rINSPECTO�E DATE: DAILY INSPE ff " _-- REPORT tQfl�o WEATHER: / +TEMP. - PRECIPITATION WORK ACCOMPLISHED TODAY. r — �� o i A4e7 2A / / i CONTRACTOR SIGNATURE SIGNATURELNbrhUrOR � KING CONSTRUCTION COMPANY 9391919 Via S.W.3121n PL. FEDERAL NAY,WASHINGTON 99OD3 Conte Le.No.K--NG-C?'209PN —._ DATE FRWECT NO. C "1 0 C r S •vt r SU9)ECT s - 'tJ AXG �Ff ] e, /1J a 2 14's / ep a ;+ ap AV * ££ 40C^ O�V- s at Ire, 0W� -T �2 14- T >� / �S2 13. y I L +35 +� _T If07 ? ' - s , this informal Imtemead was designed to oe a handwrmen form of commumdalron that unit troth increa,:e message speed and reduce costs. DAILY INSPECTION DIARY DAY P/J'� REPORT 0 -- �/ DATE: �� /�/��WORK PERIOD:�.m.M./P.M. tota.m./Tlrjp. WEATHER: ,GDG' TEMP. MAX 4O °F MIN -,?/ 'F PRECIPITATION: �Nb.✓�r v WORK ACCOMPLISHED TODAY: �o Or Al ?NL, sr /1741/S ,, B2dww/, Cc_AY.`Y-S��-r oG B.E'�w/VG.t.� iZ4Y n/ ../J .>z/�'.E: /itf2_:r��� sly��` � /I/�YS�S�^.C�f/• _ /tS.� f_i?ST 12 S t.Fr /t9,y r��sr _14 GF - /1�=�irA/0 �lurwrn0� -- e4� Ja�vS G�o.vy l7 �Y G/ OJe Jo Mwe 0 CONTRACTOR SIGNATURE IN F.CTOR SIGNA DATE: KING CO .STRUCTIOI COMPANY eaase�s 4734 S.W 3121h PL FEDERAL WAY,WASHINGTON 98M Cont, Lm.No KbNG-CG'209PN DATE PROJECT NO. i:. % s C T? L) aP e A a h w 0, h s v t .— SUBJECT ✓a l G7+.. � i.'"UC C$4ara �r0 � �..c� st +//4 ) ,•/l dd r� '.. ✓C.. -// • C,.(JNn t C4,0, 'lV �� "# .-r f a 4v rt. I*Lc E'�oWS TL / t/6.5 T / f23 8 Sfwb ttl /G1` T (Z I+Svs ? L / iSS /�•S _ 1 2 / A17 1Yr -- T Thro mb,mat letterhead was designed to t9-a handwritten loan of communication that wit both increase me.,age speed and reduce costs. �r < Alll 11 - t DAILY INSPECTION DIARY DAY: DATE: /}/}.3/.�—WORK PgRlpp; a.m. REPORT N /P.m. [o a.m./P.m. WEATHER: TEMP. MAX °F MIN —_ __°F PRECIPITATION: WORK ACCOMPLISHED TODAY: — AL CORTRALTOR SIGNATURE — INSPEC�� TOR CNATURE DATE: KING CONSTRUCTION COMPANY 8387819 4734 S.W 3'211,PL. FEDERAL WAY,WASHINGTON 98003 Conn.Lk.No.KI-NO-CC-'209PN DATE PROJECT NO. r SUBJECT r C— � Jy70X1- J/ 5 c,2 '77 r This Wormal letterhead was designed to he a handwritten form of communication that will both increase message speed and reduce costs. s ,r 'V yx 'A i 1 -� d ....➢ pif r- �M � - � y ,,. u 1 - r'.uF' ��2 _....... --- PMONH CALL FOR_--S'yyyy�� )Y�J DATfir'_` .M• TEL6MOrA0 OF RETURNED vMp--ALL —�yq .��ae0 %TINE PLEASE CALL MESSAG . • AL fNlIiC11M CAME / TO SEE YOU WANTS TOSEE VW IZ- rL I l i . . r +� z DAILY IIJSPECHON DIARY REPORT A DAY: &r TE: /]L7o/,fy- WORK PERIOD:_- O.n,.jp,m. WEATHER: O.C. TEMP. MAX Y d_'F MIN f4 "F PRECIPITATION_ WORK ACCOMPLISHED TODAY: O _a _//46 p 0 CONTRACTOR SIGNATURE IN EC 0 IC14ATURE DATE: 17 KING CONSTRUCTION COMPANY g3g.7gig 4734 S.W.3121h PL FEDERAL WAY.WASHINGTON 90003 Conlr.Lm.No,KI NO-CC'209PN .. DATE tD/1r5" ! PROJECT NO. / -G 7J A 7*- t��Mtr 'S hA r�tr SUBJECT �e..Tri �Q1 Qw..Jilyy �57- 7-DA/ 9 %tr Cf�.Ske..f f2octc — - - _ ,So. 977N [L..mlormal lettemead was designed to oe a handw then form of mmmunlcahon that will both mcrease message speed and reduce costs � � 7 � � � Oi r r � �f r r r .•� DAILY INSPEC11ON DIARY REPORT DAY: %G./f"S DATE: /yL4-?//8r WORK PERIOD: WEATHER: QC TEMP. MAR �°F MIN,?O'- "F PRECIPITATION: ,i-,l -S.duj,2 Wt RK ACCOMPLISHED TODAY: ��lhJ l��N— n/:s�rC.'.�!tT'D/J ter. ..4, " �D.t/T.2�lf-l7lB• iYOT CONTRACTOR SIGNATURE INSPECTOR S MNATURE DATE: r DAILY INSPECTION DIARY REPORT 1 DAY: DATE: / l &�.R,�, WORK PERIOD: ::.Y:ID?1P•m. tq� a.s�. WEATHER: TEMP. MM dr -F MIN 4f/ 'F PRECIPITATION://D.o.I�' WORK ACCOMPLISHED TODAY: Iffie MVle.41W .4 + - N,e2l t-i+v5 �aJ i07,-4�Alr. Z444Ve.4f l!/s5 S'fi%--K .o/c am nnr u sc a✓r 407- •fir A14V 400 1660 D� sbe•*O'X i+!2�a Sr• 7��snreecr�n ,ems. ean-ftad1�;,� ,�.vr�r�� �occ�,rsE.-D .8-s� wrre- BLS4w- Sr F, So 5-W- ST /.�i/vnr Ns��G E��;•xi' G./tr - [/.4/.--%ems ../ r�fcGrsr/e.4f 7� G` .�'O.�d��'S Z zJ Co.r/rP.�sc rD2. / .+SiaraD cC,y5/l� �y wJr S DX/ .piewee Be c::/S.—`D F9.� .P.EF�..ICE/17.='T'll //Y 7%�Cr�tK�/L/il!@r•. �fi/�irf'�+yG� ��vp�c' rlS3rlX/S1"�i4/ ST.ti�'ZS' 7d Sa 7L Al A./.1fZ!1,.�',1L� �vJJTJ /.t/S/TLET (Aof C'...d/i.B'L./. '.' - -- S%•aeft/61cs ,«iJS f���n/ �/Er.t/1-.� � /-3��+rri.tl�.�'- � 5� �r A.✓r Ci✓a'e.. S r� Zf A!!;?46rA0 J,'34 4- A, .S+ -ow .�r Scs1 :/" �ucru. m�re .9L c�c< ✓,acgs:/s GoT V Clt� r f-ou�a 67PQS7- E k/ )ZZ �2i/,'T .v6«.9Ac- cam IEW- 8 �l.,G At 6 �r-'r»� rio.trKe.-D n l'•d3:� Gf fJ/f �£� ss,�eo�/I/N Fo��.✓n .-��/�r .oil- �:�✓nv//�"y�/ s�' rt//ot�4 .�5 p'.�r>�� �.�>f ",4.� .Sf1D[L:t/ D•✓ PGAW- FC.4--- l/sf,�xfsc� Ja ,�'oJbc7- �7✓6.e. f-12G� G,:n1' .2�i�i4rF.vrry G.c--x'r.v6 SYtaG STD srSa t .SUrG /tr .�� /-S .SO<T�S/GJYlLAy6Y�i,,CE . S'dm� S/rAL-L- _ ArD Week f>/- la an F .45 .k'oAceAnvLL iN O�QQ SE7 /1s/ oA/ J7YI• _ c3,'SO 19E�2) rYr/3 /D b t7rvc;e- /X "'•cs.(dam,ir.�/.r/ff/SD - .�Ce wr�. .f G' 4E/fT 77 A� oZ/t�5 It�.4yB� FF/G r.3 .?sriran ,4oir/A. i CONTRACTOR SIGNATURE INSPECTOR SIGNATURE -"Ir7 "4/E7.✓ -'\ DATE: 17/ -0 cy 4--4, "�/4 V DAILY INSPECTION DIARY REPORT i DAY: /L1A��/l.�y DATE: _ // e'-/J%, WORK PERIOD:_ a.m./p,m. to WEATHER: TEMP. MAX 'F MIN 'F PRECIPITATION: WORK ACCOMP'_ISHED TODAY: -� 47` _ CONTRACTOR SIGNATURE INSPE^.TooR SIGNATURE DATE: L KING CONSTRUCTION COMPANY e3e- et9 4734 S.W.312th PL. i-OERAL WAY.WASHINGTON 98003 Comr.Lac.No.KMNG- C-'209PN / -- _ DATE__, PROJECT NO.`S Ir 7" r$D 'G > dl t•,n>V., �'-� • Z vn r r _ .+J� SUBJECT ^t I Ma r 4 7:•S ca 01. f r a.� SS„� 'S -t N This mtormal letterhead was designed to he a handwritten form of mmimunicah .n both increase message spned and nlduoe C Als r,, `r Now DAILY INSPECTION DlWt y, REPORT / DAY: "TUf1� GATE: WORK PERIOD:,/p,m• tq-f Ga.o p M. [�TC�D-4�! %— WEATHER:/n/yye}kp.p)WP, MAX j°F MIN 4or°^ PRECIPITATION: /I/D.1I� WORK ACCOMPLISHED TODAY: g, va�,ur .O.ea.o �i-- A�l�/ e��,e .� _r�,r 4✓e ^!!' /Y2.✓DSr -- sCff. "� ` G.QY/N��".G3/C, SEfYr�' yJ9rr✓ iA/ if.tFLCS .4�Y1� .�iZiNDe�G A9iws, l�IJ6: /1/�72i ��6 e5 s�h/�.� i't' �vlJ1/ � �r77Jw/ ,S/�/hli'/C L�/_ST.�T'G'r il•7TC�"�Q���E� A�IfIJ'��,.$� /!7/XTII'.�� Gig S/GT,n, L� p ���✓E�DC'�.�ff/tlZ ,- .B�.q�1c'//QS' /,'3o G •�yi.y� .�i r- dev Gr/&u s — Ald y/ `'e S S T i)RD(/T ��JFr /1/cam '3' .�D!/N1J lo'.�C •$'CwE�' SrLb'Jd'!t!'rr ✓.4f'- S771e35elF�ET .Deer/),' /h.Y/D6L/ /F rhJS .'y4ir OGL. — QeO�?.9�GJe .fav ele4 Weme NOT/�V Se�.r�x _L J /!Y C/17C.//Y GOC/l��_e�E� J� /lsiPi� /ae, arF Ek'.S7' CONTRACTOR SIGNATURE /� INSPECTOR SIGNATURE DATE: wo r r � to till III M M /9drsea.�e� DAILY INSPECTION DIARY REPORT / DAY: �!/� DATE: _//�"/ WORK PERIOD:_ a.m./p.m. to a.m./p.m. WEATHER: Ti71P. MAX _OF MIN _OF PRECIPITATION: _ WORK ACCOMPLISHED TODAY: t -rraP.o dw,-77) el .u- -i S t=/Ocm--" 8"�S's:wer� Pii'e 44 _SE , v Tom^•• E�,� /G�.a/ T<"GCS rs•.v /f/7 !f 7/ Zt!•�s Zf75 S- - usseea /�G te86Csj Z t90 s Zyge, Gosr,-"4; J CONTRACTOR SIGNATURE V + INSP CTORR SIGGNNATWA-. - DATE• 1985 Sanitary Sewer Rehab-i 1 i tati on -, Z,j S 3+ KING CONSTRUCTION COMPANY o3e 7e+9 A 734 S.W 3121h PL FEDERAL WAY.WASHINGTON WI03 Contr Lw.No KI-NG-CC-'209PN 1 a DATE_�/ ale r PROJECT NO qt� > /N'Irr (�wYr SUBJECT 1 wow7"' •� rI Tff 74 ':z r4 / ,07i 12 1�n...�. . 1 Q ,.-, •r i.rgt Servir+r L o1 a Fro 7 £f fir•` w 1.. . .i>fie. 7L LA/ Thy IhNMW WWh W was denq to be a hWdWltW torn Ot C munKAla Ih*t well both IncrlW TMNy�WNW Mb rMute Cats 1. d► i ! i i i i i i� i i i � w i DAILY INSPECTIGN DIARY DAY: 6f/E< L. DATE: / /S'F'G WORK PERIOD: �1�. r ` REPORT '�..""" P.m. t a. � WEATHER: Uc' TEmp. MAX --_"F MIN .'.rlL •F PRECIPITATION: n/O.y WORK ACCOMPLISHED TODAY: A.'De .✓..,.�- /' .cr i a.--ys�s � Gi.riiyc �' ifil V1�• �.�J-ri�ir�or - .�' syy ..�Fi i' �`�G-.nl>✓�r,a:A �7Har �. �' l .PVC • .�u� .r3r/ =�9D's " �� yr _ —Ge7S� .+MiG ?/1Rd r�yrar•,F � 4' V,C./! �<Gs-S esv e�s�s` �,,ar�c,l).,.•fr wY7-MV45 iar.R7s�' /.�E•2'iF .✓ `�'E - LIG9��..s<i✓elC' t..�'A�° d--�ryMe'.:eLo ts�E'Qat/wlr s'/�f/fl.�` --� �3� »� At/E �O. ✓AN•i'4 A•rszi ut. .� 10/ PTO LG tt l /e" so «�✓A" L- evi S,—zc,6w oW* Af SO OW S'd 4f �r 12•au d' S lw« - eZe- n r +e.ns�s � .ss< ��P ,P.rc� .a.r G�+e'+1•�y C r<nt'!rS �r .4�t o _ -�+• c't"�'i"�n ��7CiE"�g,.pNS' .Ov MH C.c.,e.S LANA -c Bs �4wo,�u/i biG iw/g ✓/"ilay Jam^"' �do,6ar-erp jAKr ngJd.QiE+..G e.— L.a•�r. E Ct�. _ r� ::fT jam' LdC. + 3+3o uvE•Sr ---- _---- �fo3 wit j ,&/ PALV/ �sdcs' s7" , 4s27 4.ta i i" CONTRACTOR- ('SIG{iATllRE - 1NSPEefoR SIGNATURE -•�� lQ at,3'Z DATA:: ,�'�%z� KING CONSTRUCTION COMPANY AJS 819 47Jp S W 3121n PL FEDERAL WAY,WASNINGTON 90003 Cony Lrt No KI ND-CC,•AOSPN _—� DATE PROJECT NO r ! h n/ SUBJECT f � 3 + si5 74 3i8.6�S -�' .>c• t-r t e 3 i/ln�nblmel Nllemppo wvls E111,911d b tN•nenownKen Axm of rommunKetron that wsl polo InC10e40 _ I1100eeQe ePeeo and repute Costs KING CONSTRUCTION COMPANY eye re,a 034SW 31d,,Pt. FEDERAL WAY.WASHINGTON BB003 Contr Lac No KI-NG CC-'204PN 1 _ .�. DATE PROJECT NO. /�• .L.{ l/y!r- S A 1/Cr SUBJFCI rt 15 8x� IFS 1 T .5 .Iotmnl Mllerhea0 was tletpne0 to De A hendwntten IOrm of commumutro Ihel will both inCM&,,MOSS"tlpeee V4 Ad11C%Cat. DAILY INSPECTION DIARY REPORT t DAY: T'NG'{'S DATE: % / WORK PERIOD: WEATHER:OG TEMP. MAR rsd 'F MIN !G 'F PRECIPITATION:WORK ACCOMPLISHED ACCOMPLISHED TODAY: 7•'Sa �DG /7c5'i.t/ �So� - �sh3T�E'IC'.I—' /GcJ'.!�-.G'� �ti! �S//� — /s GOB J�7 RIt5 Algid_ s�ff y_ i/; � _�rG .S/"TtYrti �zri�i♦_- � 4�" t/F'L> cf it.DEI' k/ a/�I$ EY Banc^ %�' ^S�d 1 Qt/ C� /ElL.'AJb'1 .[ "-, .';cl �I1✓ .:�T!J i 1// FYt� _ /: �s .S� .S�"' t'�, lL'.CTrty,✓ �i -. /.I Il�.'Sh'IY/.f/Tj 2. ✓u 5�� ci ',4.t E�i .rJ7 .�/r, S4 [f eow a TTt ."/al 67 J Al'yV 5 TAG HOC eff,;•t Al .!_;!-ii:.OArA--r ft/GSZr St'07 6i1!r i�/'.flr� K'- 5E.W c fa�.tVtry_ S t 2rt� c�"r &.c y pl /a e r 1 „ Jwe ro c r sr 41r" .we. _ c:p/A'.. .IStz"�Y7 JL I,i�c��' La u�J.x////Y ,EG aNAfCKs G" Ssurcr uyrt /¢ci_ Jd4•s Sc.Jc' (. Je GJ' 244 So. 7dBJ.y S+" J7- 57-2) L�`'/ S _ / Cat {'. z �o Al.✓ /M EXIST C/t I 7 t.► CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATEt KING CONSTRUCTION COMPANY eae.nre j 031 S W 3121h PL FEDERAL WAY,WASHINGTON 901 Cone LK No KING-CC '209PN DATE_ —.. PROJECT No ' F C Y3 L: - +.+.. I ry L-1n+ -S4 c.'e' SUBJECT /1T„��.�.:s , e,., ,riot Tbtr". _ 1 - - = - _ j I This informal letterhead was designed to he a handwritten form of oommunicatWn that+nil both increase meseag0 Speed end reduce costs I KING CONSTRUCTION COMPANY 8387819 4794 S W 3121h PL FEDERAL.WAY.WASNINB'ON W)3 Conb L,c No Kl-NU CC '209PN DATE PROJECTNO " j�^c ,�•/ __i SUBJECT C. (See � l,av � F Y4Y 1T t f 1 !,, �n�f� Y 1♦GS P�u t I: ,;J f" 'n S f T.(/ _ lr � !_ ��t�1♦.0 , Y ) (7 . fall P . iCe L. Y I- 4,4r i � T t♦L let.:. .. y� (f f]f' J LY�F _• Ibis informal letterhead was cesignao to be a hanowntten form of commumoabon that wilt both mnease message speed and reduce Joets. KING CONSTRUCTION COMPANY sw rr, 4734 S W 0121h P1_ FEDERAL WAY.WASHINGTON 9W0,1 Cam L4 No KLNG.CC�'209PN — --- -- . DATE / '/S,'F4S PROJECT NO. L9P rlSP f--Arti SU&ACT < 1 c a f 9,yS Try ri Th,S inlOrmel letterhead wall;JNIOned t0 be handwritten IWm Or L muntCetion that Will botn mCmits,message speed and reduce msls DAILY INSPECTION DIARY �`�i -SE'.Y•e�' GBA REPORT / DAY: fLD.9Y DATE: lie G WORK PERIOD: J ./p.n. to: a.m WEATHER: �_2 C'�q'ia TEMP. MAX .SQ'F MIN �U 'F PRECIPITATION: .f% .—"'Al P.4'f, WORK ACCOMPLISHED TODAY: /UDIcJGy�( �ehle. S AW1 rd L/L L OGc/ />4 fi�i /I TO ?y •� G .�v �!//C`7tJ �'�x/�T11,�����Zcle:� �f/F;�,� E�f�ST"�i/IS Al/mil ,t/ �/l� 'i►T29 tf C .<XS T71 E ADE •� 3. co cif 9d s lt���r 7 G F, 6,f r r.�dS/s wEsr �9 GF stlo/ E,ATL 3G c'..s hi r 30 e.S -- 4107 !!S4.5r J AMR CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY eat+ -Nls 4734 S.W 312tn PL FEDERAL WAY.WASHINGTON 9l003 CGntr 4e No KI NGCC-'200PN DATE // PROJECT NO. iL 4 e-,;- 12 v—! A ^ . 1' L/ii�tr' �1'1d lre{ SUBJECTS r e Y7 VC ( See �• (ow , ,20 5• � `TL E +Z } l G ( 3 c s + Nb -- IL 3 � 8`•s 30 _ - -T r —�?7 3 s 1 --- Tars inlotmal letterhead was aesgt,eo to M a hanawnaen loan of CommuncalM Inat wdl polo iMfaaN metope so d and NdX.'a COW DAIL) INSPECTION DIARY REPORT ► DAY: �j�„�,�,}�1' _ DATE: �I A,: WORK PERIOD: _ a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX °F MIN 'F PRECIPITATION: WORK ACCOMPLISHED TODAY: Tw/�Gs►..c^!�lJ.� :i G - dOT aai/�/T8" „T7JI�.f9)/ ow For SON'Ate" " `�i'cST 30 Gfi d/rlL-- I T S 4 o 145to7 CONTRACTOR SIGNATURE — INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY 838-919 034 S W 312m PL FEDERAL WeY,WASHINGTON 98003 Contr La.No K6NG CC '209PN _. ._. DATE J •� R� PROJECT NO IF r'IS Pr. . 1��• ��� � b�/Iw / 1URS JO Y^. Srrr✓ K/tr �" _ V (/��Ti h:. '/l/ :LL H>• 7Ic•5 tf � 97 39 Z,tr s�7 3l.s r ft Thu mlormat IsMWwao waa 0aagnaE m tm a handwr9lan torrn of LVNnmunKntmn that rnn hmh increase maatapa aaaatl and recime COW �� aa� aaaar a� �� �� aa� �� t• aaa� .ri. am 11 DAILY INSPECTION DIARY ?F.PORT M DAY: T[_/,G—�' DATE: / Q. WORK PERIOD:_ a,m./p.m, to a.m./p.m. WEATHER: TEM71. MAX _°F MIN °F PRECIPITATION: WORK ACCOMPLISHED TODAY: G e6+L!7A ee, Gf3 4F 46 0.99 TdNS 7 mars i _ / f CONTRACTOR SIGNATURE IN P SI • ATIfKE DAUt KING CONSTRUCYION COMPANY 838.7919 4734 S.W.312th PL. FEDERAL WAY WASHINGTON 980U3 C�ntr 1 r,.No KI-NG-CC 209PN DATE PROJECT NO. Z- ' SD&IECT l l j i.. - 0 93 TN z. y Thu Informal letterhead Was designee to be a haMwitlen form of L' ,T nO stw Ihat vnll COIF•increase message sit"d and we a costs. j� lama iMa. _.� ^. ..... r.• imam 40000 DAILY iNSPECTION DIARY REPOjtT N DAY: DATE; WORE PERIOD: ':Ksr;io]/p.s. to lJ a.4r/pP' WEATHER:_ TEMP. MAX 7 OF MIN 40 OF PRECIPITATION: WORK ACCOMPLISHED TODAY: q,.o .fir �S" /,�fi>....�G' �I"-..yn, �tJr/� .��-i.✓.i6>.�.wd�u 9� —_'flew sw, - arms: AC?" low ___<scrB'Qi.rJ�- rnsnc.c� fia/;�/T.¢f.?GG' Foe .-2E-use' �. .fie✓EST_ G/D.�/rz.fr'rn.e �JO✓/ccs1.> >sh4� .-f.E/��u/./G i.Fa'E�.Y.E!f/ /�.tJ! D/�Y/Oi��LS� out �►i41/.r1-fin .¢f' r>mE- �.E'G�P/e��.e�plG .5 . GT S/I TIJP/ /�T� /rJr L�Ii1G :ad .�17fS DF/49ti f3' 25��?Zerell >Np�C- {fa»»'S BG�w/r!OwB_y�l��.f�• �i.:SC:;�S.1d.V .4.lYD.vY�ST �:�•�- .�.1/r .��,�J.t/.rDrE 97/fs .6 .R Ftl�7�S.>�1oe✓%K+ !C/.�S�B'� a Sae sr _ e /t 4 alg, E /s OF y1.577.t/Fa !� S. L� o �✓iGE� !-lJi7X 19 �iL�4 2,D a ��/'f3� - �"T/G G t�Y/.t/5' �'' •?NYC'• i�ti -�'IL�LG. AW -:Zv. - /Y�'X7iT2rc�' /S 7 '$.ayi/d6u f •>_/ll t'.a.E' rqr/�j��Yr Z44 <cwsr -i,�o zava . z3 tS 4 rsr ivc s B -31-6O 4f3S G/csz _ ,fy>oio� G� y /Az c� CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY sasna+a 4734 S.W.3121n Pl. FEDERAL WAY.WASHINGTON 98993 Contr.Lic No.NI-NGCC-'40BPN DATE PROJECT NO. / t CIS SUBJECT n7fJN//ofr —r"�Z s., a� s 5 •, This informal letterhead was designed to of,a handwritten form of communication that will both increase message speed and reduce CGeh. DAILY INSPECTION DIARY DAY: �iJ�7, !`n✓ DATE: &A', WORK PERIOD: REPORT k WEATHER: 4! LJ a� TEMP. MAX .IEY_.F MIN 4z F PRECIPITATION• WORK ACCOMPLISHED TODAY: �� Ea� G_r¢�•LeA/<; �p .�i�C, 7�/.y A9,W"LL low 121Lf�D.eC_�/1E'"- l- / 6LO7-1�w S ,Z: 4.d /lam/2i.!/6' �".�Yiy7 fYQi►rn �yirny6 /lnt' sec 2t7/ - EST G_' tr E�Sr�.v4 t4 a�r< 3 Se-AP/Td v$ .37,sif�r.� zc..oz nvs CONTRACTOR SIGNATURE c.0 INSPECTOR SIGNATURE DATE: 0 = KING CONSTRUCTION COMPANY d38%Nt9 4734 S.W. 3"h PL. FEDERAL WAY,WASHINGTON 9WW Conn.LIc.No.KI-NG.CC-'ZpgPN DATE PROJECT NO. SUBJECT _ 4 L1 t " � 3Sz• &i ?N < r k o76,as TM I-. � A �S � - %N. .�. � 1•. 7 rr�� r ny This informal letterhead was designed to oe a handwritten form of communication that Will ooth increase message speed and reduce costs. DAILY INSPECTION DIARY DAY: DATE: // / WORK PERIOD: REPORT 0 l -wirifpy WEATH : TEMP. MAX .f,-I.*F MIN �F PRECIPITATION: WORK ACCOMPLISHED ,TODAY: �i� �waii�i�ia� � Vjt/E3a QO-/hoG+.¢'iL�•� O va _ — �'.c/ lct74s 4 s cc G• o> r1 '-88 �'.Sr 4 s •. '- St /Sr /l/ •r — _ St.Pd fYEsr St9Z rA$r ¢ 5- e; 49 3. CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY 9a9-Tars 4774 S.W.3t9th PL. FEDERAL WAY,WASMM6TON 90M Oontr.Lie.No.KI.N3.DO••999PN / 7 / / DATE TTT��,2 4z ) �ls-v.- %��. •.✓i PROJECT NO. `j-•C CY30 —TrA ��� SUBJFCT PLIC .2 63 3 TA //f T IZ H SFr y. < TL gr&ct • This mlormal letterhead was designed to be a handwritten lam of communication that will both increase message speed and reduce costs. DAILY INSPECTION DIARY REPORT / DAY: /jtjJ 4,/ DATE: / / WORK PERIOD:./p.m, WEATHER: —4ZSZ2-( 1P. MAX _°F MIN °F PRECIPITATIOtl:c >si.. WORK ACCOMPLISHED TODAY: J lfll,5� B^ EZ'G/�t//i�"zl4i S LAY/iiG �"OLC- 5 .®/ICY OiV A 0/1&7rG - kV- .FW/G_- -AjAeZ 8 f;0oze/-A/ �ncT-g ,p' S7J 5cs- e- �ixn� .Grp l!cruc� R�tess /i ae gqo n t z E c ,r a r 92 &Af ° / e 2 4� s -sr G.s W�M F G' tw _ 32 GF 2 9X6 rEzs s Ica NS /d• S� e E'C�c.0 4Q.2/ TOnCT CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: ME _ - 1 KING CONSTRUCTION COMPANY e3e. e+s 4734 S.W.3121h PL. FEDERAL WAY,WASHINGTON 9BW3 Corer.Lic.No.KING-CC-'209PN DATE -- PROJECT NO. SUBJECT �t - / ♦A rU >s.s� xs7Ai r., k. 4'. .7 i 7-/V f rig TL ;7>< Th-s mtormal letterhead was designed to be a handwritten form of communication that Will both increase message speed and reduce costs. DAILY INSPECTION DIARY REPORT 8 DAY; q D�.A.T�Ey:, L� WORK PERIOD: ;7/a—/P.m. to ga. �•� WEATHB�a% MAX Z MIN �- 0 °F�P`BF.CfIPITATION��, WORK ACCOMPL15HE TODAY:(/ n H e h CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DOU IN.XJ10NDIARY WEATHER:DAY: DATE: Z O-VzewORK PERIOD:TEMP. MAX _Ag'F MIN _* -F PRECIPITATION: WORK ACCOMPLISH TODA iIgYjeuu ,. � /- - � �s� CONTRACTOR SIGNATURE -IMrECTOR SICNATURE KING CONSTRUCTION COMPANY 909 7919 4704 S W 3121h Pl FEDFRAL WAY.WASHINGTON 9WW Conv. LK.No.KI•NG-CC•'209PN DATE / l� ao-xsJBt rr Saver PROJECT NO. /4SS C3 ea tom..) SUS.IECT S� Crvs�c.E '� oelc Cl 3SL ls. 1 N la S R �Q+gpr.a tl Ca. er. t SCG e 7N i Alot sour 276. 22 761 C ay /20 7" o« scw 3 This minimal letterhead was destgnad in De a handwntiln form of communication that will both increase message speed and reduce costs. DAILY INSPECTION DIARY DAY: 7/ .fy_t DATE: / / y. WORK PERIOD:. ��c ./p,w. to tiy REPORT! a.w , WEATHER:, TEMP. MAX 49 'F MIN +4�' -F PRECIPITATION1 ac !///ty..�r S/,•�.r l WORK ACCOMPLLISHED TODAY: ` �y -�a ey tI L7 Ce�Yiyi nF-�r .tJ�t/i a�.n all i Qs , CONTRACTOR SIGNATURE INS ECTOR SICNATIIRE DATE: � .� � (• •� � Itlt• AL! � t� � � R� (i DAILY INSPECTION DIARY DAY• REP(*T / . �/"/CeC?� DATE: / / P�.WORR PERIi'0:�:,,(�n,/p,m, to�*3� •.�i� WEATHER: !-r/ GyID✓ TEMP. MAX c5v°F MIN 44) OF PRECIPITATION: IVKA nF 7 �— WORK ACCOMPLISHED TODAY: re ew f i G ca &-Oe,Arx. /;3e .Su^i :6'• �1�.i�yt/ -U<:` P/ZE_yf A.P /'i�-Y/,ri5 < dq CONTRACTOR SIGNATURE IN PECtO q cg� R—SIGNATURK DATE: KING CONSTRUCTION COMPANY MYS19 4734 S W.3121h PL. FEDERAL WAY,WASHINGTON 99003 Conti Lic.No KI-NG-CC.'209PN _ DATE ( PROJECTNO h G_Fs /3 � �le` w +'h L-�I+yt r li a• v�!' _ _ SUBJECT I�1a.. Q"a +�f;s S .Vo C /3 i. H The informal letterhead was Assigned to be a handwnnen form of commumcetron that will both increase message speed and redece costs DAILY INSPECTION DIARY REPORT f DAY: /li/D,t/DAy DATE: / 2 WORK PERIOD: P.■ E WEEAArTHnE'R::,. � PJ/ �ry TEMP. MAX I 'F MIN °F PRECIPITATION: , ,- et, / s- ^ ., it1GT l)nn//m'3' LIB'/�-y w/<5 r .E:L-A 0'� ri- L.1Q�--iI./,,.-ffil� ,w mAar - r ---a.e,iy .�S »/ DG�.o% {}��ir✓s: - i�aS,s7L is'6"��.2 /Asn2OyLt-c- f�/i r'7� ��u.,w.��y: "fir✓n/ SI6-1V`i 0!j SC!/e7 . /lf: &Xk4.,S l-I o /39�B7-04eS -- - — CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY 979.7919 4734 S W 312tn PI. FEDERAL WAY.WASHINGTON 90003 Contr.L¢.No KI-NGCC.'709PN DATE //f_�/�S PROJECT NO. SUBJECT C At Nett 4,c, / S 2•o > 7Ai ry Sch ,Q TMa Inturmal ronsrMac was Essi9nso to be a Mr fltron 10MI 01 c0rrlmYnlCatlnrt thM ill bolo N1Claasa mausp w"d and redtm cosh. 41M OEM tRTA was Pam s:• r• RRi r RRRi r11 ;; DAILY INSPECTION DIARY REPORT / DAY: l�r-c DATE: / l lC�e WORK PERIOD: /p.m. to .e.w, MlATRRR: , CLr TEMP. MAX �g'F MIN. -F PRECIPITATION: OVOAAff- WORK ACCON 1S D TODAY: Afar gy,4x X�Ab_x,- 0Atc, -7z> 05�,A-M-- �1Yt �• OEM Jrry 6 4 /a c, -- iEi,3o -i:p / tsT 'tea' iS Scriw¢d[.✓ 4e 3r /VA Ufa'Sf rt.-s6 .�7'»-i o/'S/�8s 4/icC. .��•." �'fe.c.G, wit !r/c!. r�s-sue_^� —7�}�G �"'>��.c.�.rt t3rc_,i✓ �L/I�"L- n! ' N X/ �flJ�fCnOvw/s'" lN.ar d3 ,tQ J7.VS CONTRACTOR SIGNATURE NS .CMRl+GW VRE DATE: KING CONSTRUCTION COMPANY SM-7819 4734 S W.3121h Pl. FEDf AAL WAY.WASHINGTON 99003 a IF L¢.No wi 413"CC-'209PN l _ DATE PROJECTNO. 19PS C /3 Q �•��"_ SUBJECT Sf /3 �wvq lord : ✓S5_ , c . � — _ %d3• �Y ace, g This informal le"emeaa was oeslgned to be a handwritten form of communlcatton that will With mcnsse message soaeo am rei costs �jw m..-.RRan o+ t12i Ri t!� OWN Sm i DAILY INSPECTION DIARY DAY: s't Z� DATE: I WORK PERIOD: zz �P.a. toc3 '/R.sera. O-c c-.fez v Gm- Y �YsNN✓ WEATHERV TEMP. MAX �yo °F MIN �i °F PRECIPITATION7/DI IOL- _ WORK ACCSMPLLlS DAY: AM. S,r:At- 'Ssee.,4-f- �;7VG[A Cw AAe , B Cam. CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY aae.7ets 4734 S.W 3121h PL. FEDERAL WAY.WASHINGTON NW3 Con, Lrc. No KING CC.'MPN DATE PROJECT NO /94915`c—,30 �nfaw r—_— SUBUECT L>e, ' � 02 /ass /3 4C ✓e dent /S 1 i/V A16t-t — 5ch 7A,' T`1@ iato,mal Iettem"d was oesignea to be a h*ndwM1t9P fwm Ot oommunwslKM that mll both Immaaa massage aPseo ano heouoe Coats ir DAILY INSPECTION DIARY DAY: DATE: / &Ok�Z, WORK PGRIDD: a.a a.. REPORT / .21 WEATHER: 4::n . 14,0.sREMP. MAX 190 "F MIN 4G 'F PRECIPITATIOF; GT>APil' �N .S!.{d.4RA. WORK ACCOMPLISHED TODAY: //;je JJs,oats�7YNggr _ i 4f,LzY YZ HDr �S.Y LiIUE. G'dLLG�D /1i,{�rr�.�n rr �ri�ey / �f1,�/ L/OG.§fj,- ra �" A" 7.----- /if1F' 49&4?10W9 Ad?-Y q A well * I .. 4�E-H>ii TD�u-0✓E -lu vS Fi.P Zr� vv I 1_,L.� ;7�sew ^ _��J [sT �ii 6 /'Are Alr, Al dt/ ils //fie r1 /� G�s.fi�neF ink l�S Frsc�i �1D /its /.1lT ALL E�Y A/ ?i —.S.e1c)rfefj AW 399� 4IK CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY e3e-r9d9 4734 S W 3121h PL FEDERAL WAY.WASHINGTON 98003 Cool, Uc No KI-NG-CC '209PN _. DATE 30 G «\ , '.`t L /�•,^ S�a��r PROJECT NO —C i30 sc�, SUBJECT ��� Cr:.,stie.E 1ZocK i- 7y Thin informal:,nerheed was designed to h@ a handWnBan form of mmmunwatron that will Coln mcreax message spaed and reduce cold, man DAILY I%iTCTION DIARY REPORT / DAY: DATE: k�6 WORK PERIOD: ' a.y/p.m. to-Xi a veo WEATHER: TEMP. MAX E�f:F MIN _Z_°F PRECIPITATION: Hem WORK ACCOMPLISHED TODAY: J . 4-1 A —SddEF:7L'.4.75 . lgnadgg dds LrJ/J77ff 'f..l7J/_S//LET ,gyp S d�`C�r1 75 /04/S A4 A/ A17$Z ! C?L 1g _ " lam' � � � ✓ � d. � � �� .yC'�XET�: /tJ/d!i f F�i�<<%C�.., I i-etu-._` CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: KING CONSTRUCTION COMPANY e36ae19 473e S.W 3121h PL. FEDERAL WAY.WASHINGTON%W3 Con, Lic.No.KI-NC-CC-'20DPN DATE PROJECTNO. /,qA ' c n U SUBJECT r�'- ) •�.••. r'S R 7 S ?A-' r Thw ndormal letterhead was designed to Ue a h4ndw.imm form of communicator,that wi.l both increase message speed and recitice costa. A m1� � � s..w ra� r m� •m>• .•.� rrr � Rat1 � � MILY INFECTION DIARY DAY: �i�r-wY DATE: �� /�' /PG WORK PEF .OD:.../J �jil.JP.m. to :� r.m. REPORT WEATHER: ,L: - TEMP. MAX -F MIN OF PRECIPITATION: 012f*lg - WORK ACCOMPLISHED TODAY: /i,� ��y .'✓" .�/'VldZ' F�.C.s-�.e1f Qc+-N .Bali s?' ,:�'� .9a".� �-� .C���Jls,7 ZEE/dam �1GG�.x'✓ 1/l Gu' �GCX - -- �?, /7rrsyV/.�fafc�- 2sK 'l#' ✓ 73 .em 190'C.L CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: � �d- _ annllun •Ia �� 4 •� � R, '�� �':� 3 �_i ie 111, ''1Ir 1111 i� II�' 1lIIIM �,. /.r N R� r '; rl- i ■li� `^ . .lam.F.n� Ste' III/iy y1yNy.�i� •r �-R.. 1N ♦ ■ �r �.r � F � m11' i4 J// 'it•Lq Y '� ���111111 mull .�•v A, ���raRRRaI � III • IIJ r� /IW =�. � •I �_•�, ��` g, a✓" � r S H -r am V � r - y Y - I11� �_ . •1.1 . I T YOF • DEPARTMENT OF P- LIC WORKS FANITARY SEWER REHAB M .. ac» INSTRUCTIONS TO BIDDERS I . Sealed bids for this proposal will be received by the City of Renton at the office �f 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 chanced 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 Flans. 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 o- 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. I 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in inc specifications. i 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 govern. Illegible figu.'es will invalidate the bid. 6. The right is rest-red 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 sati>ractory bid boil made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5t 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 and furnishes a satisfactory performance bond covering the full amount of the work within ten days after I receipt of notice of intention to award contract. Should he fail , or refuse to do so, th,.. check shall be forfeited to the City of Penton as ligi•7 rated 6 damage for such failure. 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, upcn 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 Bids Sewer Projects S - 384, 385, 386 8" Sewermain Installations 1985 CBO Sanliary Sewer System Rehabilitation Sealed bids will be received until 2:30 p.m., Wed. October 30. 1985 _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. NOTE: PRE-OUALIFICATION OF BIDDERS It RFOUIRFr.. To be considered for bid award, all prospective bidders shall submit a pre-qualification submittal package to the City Clerk's office no later than 2:30 pm. Wed. October 73. 1985. The t$ pre-qualificatlon submittals will be reviewed by the Engineer r-id the City staff for conformance with the criteria, and the experience and general capability of the proposed bidder to complete the work proposed. All submitting parties will be notified by mail whether they have be— approv9d to submit a bid on this project. The work to be performed within _ 60 working days from the date of commencement under this con'-act shall Include, but not be limited to: Furnish and Install approximately 2500 lineal feet of 8" sanitary sewer main, together with ail required appurtenances, together with the removal of the existing sewer mains, and complete restoration as se. :orth In the aesign drawings and specifications Thu City reserves the right to reject any and/or all bids and to waive any an("or all Informalltles. Approved plans and specifications and form of contract documents may be obtainer at the Public Works Department office at the Renton Municipal Building for a deposit of S 35.00 each set plus $_5..D0 to cover postage, if mailed. 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 bond In the amount of five percent (5%) of the total amount of each bid must accompany each bid. ., The City's Fair Practices and Non-Discriminatton Policies shall apply. Maxine E. Motor City Clerk M Published: Record Chronicle: October 1 8 It, 19r Daily Journal of Commerce: October 9 1 1985 w CERTIFICATION By PBO1O88D CUSSNBCTUR, SUNCONTAACPOR AND SUPPLIER RBOARDINO EOUAL EMPLOYNINT OPPORTUNITY ly Or INSTRUCTIONS This Certification is required pursuant to Federal Executive Order 11266. The implementing rule, and ,-regulatlens provide that any bidder or prospective contractor, or any of their proposed subwntractows and r..; 11erS, shall state as an initial part of the bid or negotiations of the ce hract whether it has partic."ted In any previous contract or subcontract subject to .he equal opportr y clause) and, if ab, whetoer it has filed all compliance rep, -to due under applicable ingtructicr The City has heretofore adopted Resolution 2340 order date of June 2, 1990, amendlnq a 'Pair Practices Policy, as implemented by an "Affirmative Action Program' therein amending the oolicy of the City of Renton to promote and afford equal treatment Lod service to all citizens and to &saute equal smployment 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; &us or marital Statue. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting buiinems with the City of Renton who in turn shall affirm and subscri.ae to said practices and policies. The aforemwntioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations w1th long than eight employees or contracts of less 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 percentage of minority employment will be that percentage which is currently listsd in 'Appendix I• (City of Renton goals and Timetables) in the publisted 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 nny person in hiring, promoting, discharging, comoen- satinn or any other tern: or condition of employment, by reason of such Person's status, raierence the (11) categories listed in pax&. 2 above. Contractor further agrees ttlt 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 shall be and constitute a material breach of this contract. Contractor Shall, upon request and/or an soon as pose ble thereafter, furnish unto the City any and all information and reports required by the City to determine whether full compliance has oven Bede by _he contractor with said policy and program and contractor will permit access to his books, roe ds and accounts by the City for the purpose of investigation to ascertaia such compliance. Contractor further acknowledges that he has received a true and complete copy of the City's 'pair Practices Policy." _ L�ontr&ct ent cat �c NG r CERTIFICATION BY: CpRRACTO,yR�7 t�Or SUSCONTNICTOP or SUPPLIER NAME: � r ADDRESS; REPAESENTATIVBQin� TITLE• 'fit PHONE n 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 filed in connection with such contract or subcontract: (,_Yon _No 3. Contractor/Subcontragtor/Supplier has filed all compliance reports due under applicable Snstructionsn Yen _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 -1d complete to the best of my knowledge and belief. / • o goer pI a a a s�_.;P or print signature s — �armReviewed by City Authority; Date) CERTIFICATION OF EQUAL EMPLOYMEtit 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 subcontr-,ct subject to the equal cpport ..ity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has has not , filed with the Joint Reporting Committee the Director the Office Federal 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 I filing requirements. kuumply 8y: ilk s i a4u 2— d t e y Date: s Note: The above certification is required by the Equal to Regulations of the Secretary of Labor (41 CFR 60-1.7 (b)Fymep(1), andtmusstort beW,ry suba,itted by bidders and proposed subcontractors only in connection with contracts_ and subcontracts which are subject t, the equal opportunity clause. Contracts and subcontracts which are e:cempt 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 Ex^_utive 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 the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rev, 4/83 PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: BEE. RCW 35.22.650 '" CONTRACTS EXCEEDING $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (!BE) 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 ag-aes that he shall actively solicit hide for the subcontracting of goods or services from qualified minority businesses. Contractcr shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor furthe_ 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 ahal. be regaired 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 Americana. The City will consider sworn affidavits presented by subc ntractors in advance of contract award as one weans of establishing minority statue 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 as deemed a part o` the resulting contrast. A bidder's failure to submit this certification or sub_.ission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION . w 7r.,_ 7 Cris. .c Certifies that: Name of Bidder (a) !t (does) (doee i t) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider miuori.y business enterprises as potential subcontractors. (b) the con,actj 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• 3. ❑ ❑ - 4. ❑ ❑ 5. ❑ rJ Ce Dtf./Me. _ I;C.a • has been designated as the liaison officer for the adm'.nistration if the minority business enterprise program for thij firm. ` CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN Bidder is to indicate by check-murk 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 less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: Title ` OR a b) It is hereby certified that an appznved Affirmative Action Plan is on file with the City of Renton, and lnat said Plan specifies goals and timetables which are valid for thheJ current calendar year. `/ A�NI ( -.�n�s .t'r.-aTt�a.. N �:« C/1T .;,a Compeffy 'p Date BY: l .a-� 17 �S59-fil.. ' &Ics'�<zaNT ✓✓'`^ Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, aa.,. it incl•-Ades: 1) Present utilization of minorities and females by job classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: Title ��. OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (S) working Jays of receipt of notification of lov-bidder status. Said Plan will be subject to review and approval ay the City as a prerequisite to the contract award, and it will include: 1) Pesent utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmati✓e Action steps directed at increasing Minority and Female Utilization. Company Date BY: Title Rev. 9/9/7S . R A" Cl c Lin, Coru',ruction Co. ,Inc. , i.nu::n TL^ Contractor, a;•reu's to lou for affirm.-tive action in rectinp- its e11aal eaployment o,'; ort- u u.;t ubli, ?t.ion ur<_.ncr! +. > Ex•wutive Order 112'4G an sWsnded to Title irli of t,' Civil t;1; tha dot (A 1.,, 4 1• ^] _'Ii}�. ;rt4l, Qz_t_iiit-_ Cfiic%;r 1;•.: Joutl li..LUt' „ .. �.• na, raur'Un .. llui , tr .i.'.i.alt, a.i 1.: .:B-.uu uyU : • ' %II :rt •`.- L Ll6"k)14jr bill tr L. L s�:u�lllalt, (:�.n1111..1..i,.O +JkLL, Ij. _L J c ..�.1,.3$ in conDection ,,ULh the affJrr..stiv� zioLiva to bu unu-artakci, LaruwiLli. i ;Jr•l u,L1H u cn Le .-�cvmplisLed tLruutLout t::is project: r . t oUr4 i'iuvp` L- fowclli.Iours F z'Contar rr •P L^Apr •..s t �' Z ,.3 9. 7, 9'7 Contrrctor will rioLify cowwunity orgauizatiuns when Contractor has ^r+1J1uy:,J<•nt „i.. oLt.unl tios avuilablo and will waiutain records of ti,n or�:uli anon:; re.;ponoa. b. 'Joait.r+.cLur "ill mnintain a file of names at ,-' addrassus of each roincrit c._,1:[cr Leferrcd to him and what action abs taken r itb rest Oct to each auuh ruf::rrLd v.,) ker, and if tl'Ie: icurker was not aapiuyed, t',:, mnsun& therefor. If such worLcr uac not sent to uhe union hiring ia1J fur rel ri:; ! ur if such worker was not employed by Contractor, co, .11Latiun t is rill be filed to6othcr with reasons therefor. Q. Our,tz<,u+ or kill ar,L.ptl� notify thu Depurt,aent of houc:ing ai.d Urban 1;.:v :loi itl trt %.i •u t,r;, uriun ur unions with ivLom it l-as a cull, etive bul'Lainin�, +L re v cl,t has riot referrbd to Contrac;:ur a minurity wurka*' :r,.J.iL L,; "oi,tractur, of cJhcn Contractor has other inforrvation that tl!e 1t► ur:iun rfaurrul process Las impeded him in Lis efforts to meet bin goal. M Vuntreutur Ball part:: _^irate in traininu i;ro�rams in the area, uirIl1j tl-osc P,uhtud by W',e A,3iartment of Lsbur. CoW,raclor All dilsuminate his :.L"0 nulic,, witLin the cumianl by J:ciu� n� it in any polio manual, by l:ublicizint, in comuar,, nu,:epapers, ✓k :;r,na .l. rclorts, cct., by uunduetint: staff, emplo; ee and union Bopres- !trtive m; t.iJI�s to cxpltin a..d discuss the polio, b;; postint, of t}•e iulicy, :+ud by spr:cific review of the pulley ai.tl: n,inorit,, emi:lojees. f. Cuntruct:or will licsewinate his Lim policy ,:xtorrially by infurminl; nt 9i.sc,13aitf_ it rath r•11 rocruitwent score, :,, b� alvertiaimz in ne%c m ,0ic, si,ecifically ioelurlinl; minority n,.es m.!din, and b,; nutif�ing liueusoinL it wiJ, all subcontractura and suppliers. �. Contractor will i::ake specific and contitrant personal written and ural recxuitm,crt effoctu dizectad at minor1% orgai;izations, aci•ools w.i'.h Ddnurit Lu ;:ts, ainurity recruitment oLCanizations, and minus; Ly txainint. uri,unizutions within his recruitment area. it. Contractor will -pacific efforts to oncouruLe present minority e;;,plo, _Es tv reCJ.ait tLeir friends snd relatives. 1. Contractor w.ill validate all man specifications, seleetiva reyuir— emonts tests, out. ■ j . CosrtracLor -:all make very effort to provide after—schoul, summer �F n1 w:eation aw-plyymeat to minority youths. k. L;ontruett, uhall ,Iovelop on the job training opportunities and Ff:rticil ^te nrd easist in ang Association of emploJur—gruup traini.ng proEraus ral:vunt to the contr•,etor's employee neada cousisteut with its obligations unanr this Part II. 1. Contractor -ball contiuually inventory and evaluate all minority persorncll fur promotion opportunities and encourage minority employ— uas to seek ouch opportunities. m. Oontractor shall make sur,, that seniority practices, job clasaif- ications, etc., do not have a discriminatory affect. it. Contractor s}:all cake certain that all facilities and company activit:ius are nun—seuregated. o. Contractor shall uarttinually monitor all roraunnal activities to ensure that his EW policy is being carried out. 1,. Contractor esla,ll ::,licit bids for subcontracts irum available minorit,, aubcovtracturs enLaged in the trades ecverd b.- ese Lid Conditionn, including circulation of minority contractor associations. 3. The foreto!nl; paragraphs a throuSh p of Goals and Time ~'Table a. sbt fortl es Contructurs jet.eral Affirmative Action Prueram Lind with Mfl•Lert ce to the witlan project %ill be follor.ed to the full oxtent rolavont tv suet, project. KING C bjT&UC'TICId Cu., Inc. `r • City of Renton Combined Affidavit a Certlflomtlon For•, Non-Coliuslon,nnti-Trust, and Minimum Nays (Mm edarN Aid) MIM{OLLUSION AFFIDAVIT y Being duly sworn, d•poS•S end amYs, that he Is the Identical person who submitted the foregoing proposal or bid. and that such bid Is genuine and not them or col- lusivo or "do In the Interest or on behalf of any person not therein noesd, and further, fluff the depowant has not directly Induced or solicited any other Bidder on the foregoing work or spulpwww t to put In a sham bid, or any other person or corporation to refrain feom bidding, and that deponanY has not In any wanner taught by collusion to secure to himself or to any other person ant advantage over other Bidder or Bidders. AND CERTIFICATION RE, ASSIGNMENT OF MLTI-TRUST CLAIMS TO PWMSEA Vendor and purchaser recognize that In actual sc,nomic practice overcharges resulting free anti-trust violations arm In fact usually bores by the purchaser. Therefore, vendor hereby assigns to purchmamr any and all claims for such over- charges as to goods and amterlals purchased In connection with this order or contract, •xcppt as to overcharges rosultlrg from anti-trust violations com- moncing after the data of the bid, guotatlon, or other sweet establishing the price under this order or contract. In addition. vendor warrants and represents that each of h,s suppl tars end subcontractors shell assign any and &II such claims to purchaser, subject to the efonemmntlonad ssceptlon, AND MINIMUM IW - AFFIDAVIT FORM 1, the undersigned, having been duly sworn, deposed, say and certify that In connection wFtl. ,he perlormencs of the "k of this project. I will pay each classifloetlon of loboror, workman, or rachsnic omp'-yed In the -erformance of such work) not Ives then f e prevailing refs of wago or hot less then the minimum rate of wages as speclilod In the principal contracts that I have road the above and foregoing statement and < •:ticeto, know the contents thereof and the substance at set forth thero!n h•W to my know Image and belief. FOR, MON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM 1IABE AFFIDAVIT � A4.1 Ilra of ►roJaet J/ Ira�OT 0odor ss n fgilature of AuthorizodW per t ve 6f Bidde, /A Subsu lied and sworn to before r on this —.2 35ek day of /y CG 19 PAwV rub1 d • State of V"hington Amid[ at fr C<;C2_.c'etll' I U BID BOND 9 KNOW ALL MEN BY THESE PRESENTS: That the undersigned Principal and Surety are held and firmly bound into 5 CITY OF RENTON, STATE OF K SHINGTON as Obligee in the penal amount of the deposit specified in the call for bids the payment of which the Principal and the Surety bind themselves, their heirs, executors, administra- tors, successors and assigns, jointly and severally, by these presents. WHEREAS, the Principal haR hmitted bid 385, 386 8" SEEWWEERMAIN INSTALLATIONS - 1985 CBD SANITARY SEWER SYSTEM REHABILITATION ` NOW, THEREFORE, if the Obligee shall accept the bid of the Irincipal nod the Prin- cipal shall enter into a Contract with the Obligee in accordance with the !erms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and fur the prompt payment of labor and material furnished in the prosecution thereof, then this obli- gation shall be null and void, otherwise to remain in full force and effect. Provided, how- ever, that if the Principal's bidwould otherwise bedeclared non-responsive by the Oblige solely because the wording in this bond varies from that which is specified in the call for bids, then this document is hereby amended to include the wording so specified. SIGNED, SEALED AND DATED THIS a-TOBER 30, 1985 PRINCIPAL: SURETY: RING CONSTRUCTION COMPANY, INC. FAIRMONT INSURANCE CO. j lIy By q Attorney-in-Fact John C. Beeson FAIRMONT iNSURANCL COMPAN: Burbank, Colifomis , PO►iR OF ATTORNEY KNOW ALL MEN •V TRESE PRESENT& -. That FAIRMONT INSURANCE COMPANY, a C, it sas Corporation, do"Its woke, constitute and JCM C. BEESCN; - PMER D. All of the City of Seattle, the State of Washington Wks true lawful Attornty(s)-in•Fan,with full power and aulburit y,for and on behalf of the Company mentally.bew= Will deliver and affix the wi of the Compar.. ;`srelo,if a Kai isrequircd,bonds,undertakings,mcopussefe,ungRNd atststy er other vfka"Wiliidioos In the nalum theruf, as fohlews: - - Any asd as bonds, undertakings, w0gruearces,consents of surety or other written obi pdm ut•the nattue owed, 1, . - end to bend FA13LMONT INSURANCE COMPANY thereby, and all of the aea of wA Apenhey(s)-in-Fact, Pumu"14 to thew presents, are hereby ratified and confirmed. ' - The appointment is made under and by authority of the following Bylaws of the Company, which Bylaws at nw in full force and affect: ARTICLE IV, Section 11 ATTORNEYS IN-FAC7 AND AGENTS. Thr rh.,-man of tllt tloa.d. the f+resdent. Io we is WA au ho the TWT1IMIrcYT.7frn.p f�iecMary�iElr<mporai:,m may appoint shorn eyys-m-fan a s`t a vnh paver WA,uthdrxy,n Nhned a al su [a Corr r llio nve power d bonds.0 undo lot end m Mgnad the cotpdalox ro concur and d""W and aHn Ihr Nal OI lu thin"lgn IaRftO, aid01rs may rein rfingnWKla. erney xr d 1Yle(y P doe enter oh�gstons m the MIYR tonal and any d said dicer may remote Guth wMsl R_ and trvakt Ihr power and autfarny green in hum a Mr. �' ana,lty _ ARTKU IV,Secrvm 14 AUTAORITY to a1NO Am-bond, und,xsk,ng.ncognrsulce,cm ant d sumty a wrinm rsaligdrar w Ig-i.�tl�rt'Ihr'o{-sTialfTit�raTrdiid hndm{u}+on the rotpu..trrm won..Snrd by to chairman d he aasnd,era pnasrdael.the vice pdm in Will Me .the ch Cm.Z!. vr7Kn,,lhf wcrrl.f)of lhr corrugation and duly art#,Wd WNW ilW J a anal n r urrvd.by Io rirtlary ur aanunl wcrrur).on.hall be valid and bM1all upon to corpwuon 4004R nu hoax d Yr axharlty 14411141. JrsmNrey hs u, he,powuryd almsMy sltaneywl-felt err apet. pwwsnr!ro arrd The power of attorney is signed and sealed by facsimile under and by the authonty of the following Resohr lion adopted by the Board of Directors of FAIRMONT INSURANCE COMPANY at a Erse ling duly caged 1 and held on the •rd day of October, 1993: f RESOLVED Hv ,signalu-x at any all."suthorued'try the ayuwr. .rid the reN d this(drpuranon. wry be dined t y'ha-,molt o y power d.:harry or specrl power of altprry M(rndKinxon of"her aryen Ip the t.,tulson of r' aN ral�rl.e ardu.� N Ag herrby cdo and b we c a ono w,t en O singing, i m Ihr 01 such Ioffa,"and h a1gMtYM aaJ d W oatwaral,an 6W and��1 u on tM Aaron a the ong,Mf sKndure d such orrice uW Io o±y.not mob". rig Pm pauxln wxh t wine have and thicl as though wyn.raRy IN WITNESS WHEREOF, FAIRMONT INSURANCE COMPANY has caused these presents to be signed by ks proper officer and He corporate Wei to be hereunto affixed this !2thday of November, 1994 A, ........... FAIRMONT INSURANCE COMPANY oak d t A111. 10 o=_=_ By �;� .e 4,....... - L �C4L1Fwr�i' S, I nHenry F. right, V1.ce resident SPAS (ll;xx) ,,t NE stet of caubmia P C" Of Lao Ange tlenry P. aright personally known to me was by me duly swom, and did de and , he/aht eesidse in the Stare Of California; that helshe it the duly elected vita Press."t that , FA=hKW INSURANCE COMPANY, the corporation described in and which*saluted tha-abovs lnstry.is merit; that ftelehe knows she seal of said corporation; that the Deal alltsed to said 1nslrutn ild is sack col. Paris Deal: AAA it well so affixed by authority of hblher office under the Bylaws of saidis caspor tbn, and that heists signed hWher name thereto by li.e authority. Subscribed sad swan to pit this 1: -h day of November 1984 , ornnu u.• wupaEr u: riaWr ryas[—CUMWu n..c.euA M•KI Aa Notary Public bi and IDS AWA ES COUWry for said COYM tM Isionrn twra aa.Sr,let y and Stall. CERTIFICATION I, Patricia J. 0.9rien the Assistant secretary Of FAIRMONT ` INSURANCE COMPANY,certify that the foregoing Power of attorney and the above quoted Sections 13 ell 14.Of Artick IV of the Bylaws have not'jeen abridged or revoked and are now //in fuu(Ores and diet[ Signed and Sealed At Burbank, California, this 3 U7'1 day of (�c Yo po✓ 19,5 i SEAL r �•=r�.� _ Title Patricl 0'9raen g/l�.!,esat, cn Assist ieesataty .. \a M_1 AIIL 12 1 0: silo j�t t p *-,CAL1 a DAILY INSPECTION DIARY REPORT i DAY: 4.'19AJTnt?✓ DATE: _ /_r / WORK PERIOD: a.m./p.m. to a.m./p.m. WRATRU.- _ TEMP. MAX .fie 'F MIN _°F PRECIPITATION: - WORK +rCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: SIN" Ram DAILY INSPECTION DIARY REPORT N DAY: 4'UBS DATE: :Z/ / b WORK PERIOD:_,- �EJRIOD: /J,/,j-1Ra/P.M. WEATHER: ec_ TEMP. MAX `F MIN 42p °F PRECIPITATION: .Q-,SPiG1!! f� A44 WORK ACCOMPLISHED TODAY: �� � J 74!5- -,$' S!g��,,oB �JzMLG�6f d CdsGG'+vr-CQ` .P✓— �` C- itle �tJl1y ;4 ` l7 2ElSSir =Mi/ GG .7sf/ril s` CONTRACTOR SIGNATURE �- INSPECTOR SIGNATURE DATE: A ..� I r. .� aJr� JJJJJJr a� 0r aka 0 own ofth DAILY INSPECHON DIARY DAY: DAfE: WORK PERIOD:��.�, p.m. tq REPORT a.4Q`� LGD A +/ � WEA HEks �/y Qy - � TEMP. MAXMAK !Z°F MIN 3¢'°F PRECIPITAi.ON: WORK ACCOMPLISHED TODAY: /D. �}S /dG/1Bf;tl{p �'r aKA50lT �Q.�a2rdG�.� �sf A- Q✓.0ywnr1d!5 /�.aiH. .�Ji1rr � rraeg Sri $ CONTRACTOR SIGNATURE INSPECTOR S JXTWE DATE: IN KING CONSTRUCTION COMPANY &38.7819 4734 S.W.312n PL, FEDERAL WAY.WASHINGTON OWN Cont, Lc.No.KI-NG-CC-'209PN PROJECT NO. ��S 'C a Ci r M,- SUBJECT lac 3 A Sr/ 7/1/ Nair : ClC+ss y ctrr e.f iY /a' \\ Glaoat iiA , /J[aI <a4t . a, /..,/ fo Frei hl, v5 O �t ire F,c rr.4e 1 i rr.c l` 51S revs k /V 6Y 7R/ T rc A-.Jq *.o .Tc S .� T ev r r*'e t *v S'c 4 141 This informal letterhead was designed to be a handwritten form of communication that will both increase message speed and reduce coals. DAILY INSPECTION DIARY jj'' REPORT B DAY: DATE: WORK PERIOD: /P.m. to- i a. f�'�SIY,aos /-JA#, > J WEAT EH f2:PG'Gp �0_,o TEMP. MAX �p °F MIN y�F PRECIPITATION: �JIp�Q WORK ACCOMPLISHED TODAY: _ c5'Gt' L C V-e waY2 - ate✓ 4 --_7 d�� /Ye/ fH�• �Jam.-„ors iar�d� _ r - CONTRACTOR SIGNATURE INSPECTOR SI.,.'A DATE: mor .... . DAILY INSPECTION DIAP( ? REPORT M DAY: G,Q�FjFjpr DATE: al 7 WORK PERIOD:�p.m. WEATHER: .Pr d62). TEMP. MAX 44,' 'F MIN _L°F PRECIPITATION: /&-40(87- WORK ACCOMPLISHED TODAY: we G<Ga-:v�O /I�CT �i9"Y /TT.7(S f71iD,/S� Dicer ¢ e?p✓is&n rAM-a- Go vv� �.e i s iieror ULo e Q'6V� oo C�R/�riEz i,�s ix� <tO .Ai- SerfaOL .4-t��t<�l v�c�� Gy! CONTRACTOR SIGNATORE TOR S E DATE: coo ir DAILY INSPECTION DIARY DAY: DATE: / !d/ WORK PERI00:_ �. REPORT N p,m, I,,.?� 7LY�f 6O6 WEATHER: TEMP. MAX °F MIN .34 °F PRECIPITATION: � r- WORK ACCOMPLISHED TODAY: G�crlr QYe Grc e'rry .lo iit5 LCG 02aL. Aft A- — ir'a w 4E.L CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: REPORT i _ eS DATE: �/�/ /CI� WORK PERIi)D:_��pi,/P,m. C� a.m J�m. WEATHER: 41 _ TEMP, liAK !y2 °F MIN °F PRECIPITATION: WeG4/497- WORRKK.�ACCCCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: AWARDED N"AM her 4 (9 r aL,�---__;_ $ Contract No CAG�.4Q��_ TO kinn (Dh4;uL-fih% (' -y4 FrAcml Iun,� w 980o3 �Y IM ihelfte.' 836 - 78/9 Bid (S8z (a A on ly S � � �30. z ♦ Bl, 4 �. � BID PROPOSAL III SPECIFICATIONS UTILITY ENGINEERING FOR SEWER PROJECTS S-384, 385, 386 8" SEWERMAIN INSTALLATIONS 1985 CBD SANITARY SEWER SYSTEM REHABILITATION CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVF 5 BtN10N, WASH. 98055 • 1206) 233 631 KING CONSTRUCTION COMPANY e3s-Iet9 4734 S.W.3121h PL. FEDERAL WAY,WASHINGTON 98003 Con1r Lb.No,K1-N0LC--209PN November 13, 1985 City of Renton Municipal Bui ,ding 200 Mill Avenue South Renton, Washington 98055 Attention: Dave Tibbot, Engineering Department Re: Bid Award for 1985 CBD Sanitary Sewer Rehabilitation Program Gentlemen: This letter is in response to Maxine F. Motor's letter of 11-8-85 ad- ressed to our firm: Responsible Officer: Sharon M. Holt, Presiden' 6734 S. W. 312th Place, Federal Way, WA 98003 - 206-838 7819 (eml gency 206 838 8997) Job Foreman: Bradley D. Holt, 30891 E. Lake Morton urive S. E., Kent, Washington - 206-630 3028 (emergency 206 863-0709) Banding Agent: John C. Beeson, BEESON COMPANY, 500 Scuth Lander St., Seattle, Washington 98134 - 206-467-5858 (emergency 206 628 0633) Corporate letter orresolution giving names of those authorized to sign contract and sampl^s of their signatures: Sharon M. Holt, President, Vicki Holt, Secretary - see signatures below. one other items mentioned in Ms. Motor's letter have either already been provided or are contained in the attached contract documents. Sincerely, to KING CONSTRUCTION COMPANY, INC. Shaa�n �M.� Holt, President Vicki Holt, Secretary M CITY OF RENTON Sewer Projects S - 384, 385, 386 8" Sewermain Installations 1985 CBD San!tary Sewer System Rehabilitation INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Suppiler/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-Co I I us lon 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 Reguiatlon Listing Hourly Minimum Wage Rates Supplemental Provisions Special Provisions Standard Plans T o- Documents marked * above must be executed by the Contractor, President and Vice-P.-esident or 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 corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 MMIDIT "A„ CITY OF RERTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED NY RESOLUTION No. 2340 tettynd the y Renton treatment service to all t,saord equal nsoand tota*#wrea quad employ. Next opportunity to all persons regardless of race; creed; color; ethnicity; nationat origin; ser; the presence of a Noe-*ob-related physical, sensor• . or Rental 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 law#. All departmenta of the City of Renton sha12 adhere to the followi -g guide Zines,. (1) EMPLOYMENT PRACTICES - All activities relating to employ- Next awc as reeruitmo"t, selection, promotion, termination and training shall be conducted in a non-disoriminatory manner. Pereonnel decisions will be ba#ad on individual performance, staffing requir#Nents, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the :ashington State Council of County and City Employees. lx (2) COOPERATION MITR ROMAN RIGETS ORGANISATIONS - The City of enton wi, coopers is u y wit a organisations and �. commissions organised to promote fair practice* and equal 'e opportunity {n employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative r, Action P709MN wi a ma stained to faei2{tats *gwitable representation within the City workforce and to assure *qua' employment opportunity to all. It shad be the - responsibility and duty of all City officiaZe and employees to carry out the policies, guidelines and eorreetive measure* as sat 4'.rth by this program. Cerreotiv# ,. *Nployment pror arcs may be established by the Mayor on the r*oommexd.tiox of an Affirmative Action Com.ittee for those departments in which a protected class of employees is under-repr*sexted. (I1 CONTRACTORS' O LIGA.IO - Contractors, subcontractors and iupp tars ooxJuetsnaa us{peas w?xh she City of Renton shall affirm and subs*rib* to the Fair Practices and Mon- Disorimination polio,*# sat forth by law and in the Affirmative Action Program. Copies of this polity shall be distributed to all City employees, shaZZ appear in all operational documentation of the City, including bid call#, and shall be prominantZy displayed in aipropriat♦ City facilities. • CONCUPR£0 IN by the City Council of the City of Renton. Vaeh{ngton, this lad day of fume 1080. ]CITY OF RENTON: RENTON CITY COUNCIL: UW4�WCJ i//, /l ti-n�tx1. 4./1r.....i M'=OM Council Freeident r Attest: /� �1 Issued: Ju1Y 10, 1972 -n;J�a i � Revised: February 9, 19i6 M tY C1 tk f = — Revised: June 2, 1960 CITY OF RENTON Sewn Projects S - 384, 385, 386 8" Sewermaln Installations 1985 CBD Sanitary Sewer Sistem Rehabilitation SCOPE OF WORK The work Involved under the terms of this contract shall be the complete Installation, testing and restoratlon of new 8-Inch diameter sewermains to replace the existing sewer mains In Powell Avenue South West from South West Langston Road to South West 3rd Place; and In the Alley between Meadow Avenuw North and Factory Avenue North from North 2nd Street to North 4th Street; and In Wells Avenue South from South 5th Street to South 4th Street as shown on the project plans and specifications. The work shall Include, but not be Ilrited to excavation, backfill and compaction and Installation of approximately 2500 lineal feet of a Inch diameter sewermaln. The work shall Include all manholes, tees, side sewers, connection to existing sewers, and complete restoration of all surfaces and existing underground utilities. Y w 1985 Sanitary Sewer Rehabilitation 4+ pf PROPOSAL Y TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif,ea that_/ 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 complete the work embraced in this improvement, or as much thereof as can be completed with the 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.) r Signature Address .3/,2 �y� / i Names of Members of Partnership. X- ,4 r , �*3FVit? 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 f ' `i r e JUS CBD SCHEDULE OF PRICES ALLEY BETWEEN MEADOW STREET& FACTORY STREET FROM N. 2ND STREET TO N. ITIf STREET. (Noter Unit prices for all items, all extensions and total anount of bid mst 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. SCHEDULE 'A' 01. 1 Mobilization Lump Sue s Per Lug loan (words) (figures) 02. 1212 S' Sewer Pipe Lineal Foot 7 ) o 300 nJ Per Lineal Foot 03. 320 6' Sewer Pipe Lineal Foot r / At Per Fact 06. S Standard Manholes 48' Each s �, Per Each 03. 3 Catch basis Type I Each Per Each 06. 40 S' x 6' Teem Each r� BOO OCR hf teach 07. 1700 Sank Run bravol for Trench eackfil Ton Per Ton OS. S Connection to Existing Line Each or Structure Per Each tr Page - 1 SCHEDULE OF PRICES ' ALLEY BETWEEN MEADOW STREET& FACTORY STREET t , FROM N. 2ND STREET TO N. ITI)STREET (Noce; Unit prices for all items, all eztenslons and total amount of H, bid must be shown. Show unit prices in both words and figures "{ and where conflict occurs the written or typed words shall prerail.) ITEM APPROX. ITEM WITH UNIT PRICED BID ICE NO. QUANTITY Unit Prices to be written in Words DOLLARS PRCTS. DOLLARSNTCTS. ICMEDUL[ '�• ID• 180 asphalt Concrete Pavement Ton Class 'B' ./ /jam t si....lL - I[/ ., rn �1 7 0 Per Ton (Words) (Figures) 355 5/0' Minus Crushed Rock for Ton Trench Backfill, Shoulders and Top Course '-') Per Ton 12. 1 Construction Staking Lump Sus Per lump Sue e o 13. 1 T.V. Inspection Lump Bus • r, K� Per Lump Sum Subtotal Schedule 'a' �+ O 8. 1% Sales Tax Total Schedule 'a' ? �� i Page 2 J EMEL Ur ral (Motes Unit prtoss for all items, all extensions and total mount of laid rut be shown. Show unit prirea an both words and figures and where conflict occurs the written or typed words dull prevail.) ITEM APPROX. I ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unut Prices to be written in Words DOLLARS CTS. DOLLARS CTS. THE UNDERSIGNED Bl DER HEREBY AGREES TO START CONSTRUC ION WORK Oil THIS PROJECT, I AWARD HIM, NO LA ER THAF TEN (10) DAYS AFTER FINAL & ECUTION ANI I TO CC KPLr9 WITV IN WO ZING DAYS AITER STARTING CONSTRUCTION, DATED T isw THIS • DAY 01 . 50 I A EMENT OF RECEIPT OF ADDEbDA: INO• DATE ATE. ND A E SIGNED 4 TITLE r NAME OF COMPANY _I ADDRESS CITY/STATI/IIP ��i T per• , I TELEPHONE TY OF RENTON STATE CONTRACTID S 1 USINES LICENSE 1 i LICENSE 1 '�/.1'r '"I .,jpr: I BOND TO THE CITY Of RENTON KNOW ALL HEN BY THESE PRESENTS: That wit, the undersigned_ KING fi1NtiTRUCTiON COMPANY, INC. _. ( 67;d S-� i17 Hr plarp i .•,io,ral Iday ,Waehip.jlan gnnnt as pal, and corporation organl�ad and existing under the laws o 't the State o as a surety S corporation, and Qualified under the laws o the State o 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 f, S 82 439.22 for the payment of which sum on demand we bind 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 Washiny- ton, the Ordinance of the City of Renton. Dated at Seattle Washington, this day of Ntrv^inner 14n5 , ---- Nevercheless, the cc .1ltions of the shove obligation are suah that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for echedule A, 1985 CBb Sanitary Sewer Rehabilitation Program whichcontract Is referred to herein end Is made a part hereof as t ough attached hereio) , and WHEREAS. the sold principal has accepted, or 1s about to accept, the said contract, and undertake to perform the work U ert;r provided for In the manner and within the tine set forth; NOW, THEREFORE, If the SaiC KING CONSTRUCTION COMPANY_,_ INC. shall faithfully perform all of the provrslon% of said contract ?n tha I and within the time therein set forth. or within such e•Lensions of time as may be granted under said contract, and shall pay all laborers, ricchanics, subcontractors and moteriaimen, and all per,ons who shall supply said principal or subcontractors with provisions and supplies for tfe carrying on of sold work, and shall hold said City of Renton harmless from any less or damage occasioned to any person or property by reason of any care- lessness or neeligeace on the pant of said principal, or any subcontractor in 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 .on- tract or from defects app`aring 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 t•e and remain in full force and effect., KING CUNST UCTi0N COMPANYINC. Iron fo , President FAIR Nf.{"1'�MPAMw--�— ono r'R soon, A fly-in-fact Revised: 8/16/83 Its F'AIRMON'r INSURANCE CONIPANY M\rAenA. Calffeenls e. POWER OF ATTORNEY KNOW ALL MEN 1IV TNFSE PRESENT& That FAMMONT INSURANCE COMPANY. a Caldomla Cogvration, don hereby make. coneeause and Wpm" JOIN C. HFEscr); PereR p. VZE"l; CAFC . L. BE MAP), All of the City of Seattle, the State of Wshington sa llsUue lawfW Anornyt\)-in Fact,r,th full poy,cr and authority,for and on behalf of the Company as witty,to c atcaac sad deliver and affix the('urnpany therI 10Aw*1 is tegwrtd,bonds,uasdenakanp,mcogruraa,,� :onwm\of st/ansy At Water rnuen ob(tµwns m the assurt thetof, as follows. Any and a9 borads, unnketal.rtgs, recognuances,consents a(surety or other wntrn obli`atimy In flit nature OWMW. asd to lend FAIRMONT INSURANCE COMPANY thereby, and All of the acts of said ARfxFry(syin-Fan, PMPMW to these Presents are hereby rabdled and contrmed. Thas appetntrnent is made under and by authority of the following Bylaws of the Company, which Bylaws M Now in hW forre and effect: ARTKLE IV. bnaw 13 ATTORNEYS IN FACT AND AG NTS The chairman W 1N bw,d In.p".nten,. tat vie Psaadmt Me cTtLTlltwuu icx-•a l eF'— anrpoenion may at pool anornevs to f6d a agent,with Po." and"Ith my N Mbned a hmued in that resPxhve power W atixnev.W r sod M bhall d In,corppat.o to e.xuse and dtebvet, and anu the veal ul IN Corponalaun libretto. hinds un4ena4nas, raognwauu, consent,W survey se What -rot"Qbhom or y es m the hal.re rNreat and&%W"Id WKen may lethally,My gash Ntoayy.ta.fan AT aa111t A"trvaia tM page"and awhoanven to him a Mt ARTICU 1V, Sxeo,ya AUTRORITI TO 81ND Any Ned undertaamg. txognuance consent W suxty ur woman ablgseaoa an IW"Mum—RiequT A'W-0v"-Ai3'aid NndtI, upon the corpuratxm-No signed by the cMua•an d tat begot bate Pruadana,the yxe Molders,tat(not f"'W sl, Y" m the K,relan of the,UrPWNmn Intl Oulu at"ated And sealed,d a seat a,p w"a by oar wwan sit usasum sn xury u,aNtl a veld are NMatg upon are capveataon rats duly easeuua a,d seaW:d e seal as reatuned by a duly authorized atto,ney,,.jw w*aaaa pw\uant to are aaalass 66 last,al the avehxay grants by not or hat pow"W anturraey TI is power of attomel as signed and sealed by facstmte under and by the authority of the following Resolu- tion adopted by the Board of Directors of FAIRMONT INSURANCE COMPANY at a meeting duly calkd And held on the Ord day of October, 19B3: RESOLVED tNt the sgnalux W any otfx"awhurued b the sylaws and the seat d the corporuaM, may be a1b.W by facNmalr to any Po. 'W attorney Insp*%W power al Nttwney w oenJnNton d rarer grim for IN execution W My band,YadMrakmg ry vlyl*Me rMeent W-.rely lie MN,wrn en,�hg~m the nNYM thee,(e4:h aanNVx are seal bn w. bog Nebv edoptod by 1N,oepmat".-tat ong��al sgnNure W such Wlaer tad tat xganal"al date volor Ica.W be v.w are banding upon the toapnNaM wah the lame lore are e1Nct as ihtxgn maaw.ry aflara. rot IN WTTNESS WHEREOF. FAIRMONT INSURANCE COMPANY has caused these presents to bat silTrrd by its proper offKar and its corporate Beal to be hereunto affixed this 12thday of November, 1904 .a• J�4 FAIRMONT INSURANCE COMPANY !e lii n t APR. 10 }o i By itW 1910 fi t , j Lp , �CAtlf• r "'^ Nenr aaa,,,rd' y F, right, Vice raalatant Iw.A n.\• � C I•g 7 ,t l p �l SUN of C.lUWW&CaeatMy of Los AWWS)as Wary r. wright personally known to me, was D me duly sworn, and did de Pe Y Y Y pose atd say: that ice WaM resides in the State of California; that hefshe to the duly elected v President of , FAU MONy INSURANCE COMPANY, the corporation described ,n and which executed the at"frM"• want; that helahe knows the seal of said corporation; that the seal affixed to said instrument Is such cor- Farate aea1; that a was to affixed by authority of his/her office under the Bylaws of said corporation, and that helshe signed hWher name thereto by like authority. Subscribed and swum to the this 1' -h day of November , 1944 , FIARRIET—C.q L IyrYr eWIK e4 Ha.Cnu M11ca rK1 .4�M Notary public in and LOSAWAUSCOUNTV for said County and State. Our,raaarawa iu+a Aw.21,199e C .RTlF.CATi0N t Patricia J. 0.8rian the Asaistant Secretary ofFAIRMONT INf.t1RANCE COMPANY,certify that the forego.ng power of attorney and the abrvt quoted Sections 13. and 14.d Article W of the Bylaws have not been abridge 1 or revoked and are now in IQ force and eflaci. Signed and Sealed at Burbank, California, this day of 19 SEAL. c U Tala: Pstrici O'erua tf.-�.� F Aasist socretisry d( (fry. u AI a unTE.�woavn THIS CIWTVWAIM M IouEv M A MATTEN OP lIOMATTON OILr AMO oDIMI1E NOMMTa IlOMM p,NTgGTI-Iq—LppL 7M TlDE6MDT AMEEO. EEtIND aM M1M M OOENIA/l APPONE6/�/TM PILIOIFE IIL01P. COMPAtM AIFFWiOM COVERAGE 500 South Lander Street Cow»Py A LEM See- tie, Washington 98134 UNITED-X--IRF At CAS AITY Q'AAPANYL-- DDIMANY LEnnI CNIA RF I NSURA, o mpo Y G kM CONSTRUCTION OQNIPANY, INC. -----------_---.--�_ TM 4734 Southwest 322th Place �Y D Federal Way , Washington 98003 __ 1 ANV E. .F �l•i I THM■TO CENTIFY THAT POUCMS OP tlP61MANCE L MTEO MLOW 1MVE SEEN IEV[O TO THE INSURED NAMED ABOVE.POII THE POLICY PIO OUBIDICATEO. NOTVNTeM:MOM ANY MEOIMIEE.Ni TEAM ON CONOITION OF MY CON/MDT OR OTHER.10CU ENT WIT"WIPIECT TO W H TMAy 9. �CMOY E MW%'D OM MAY MTAM. TIE IIEUNAI M APPONOID S EC Y THE POLOn ONMEO HEIEM E SMACT TO ALL YIII TONS^ Or UPON POLICES. y r DO 1YPE OF BE T AE — I - POMY NUMBER Oppr 111141 NA1 t~wLEWIS a TMILIMa ANWDH (AH e ) AOM IOAT E EMAI�M Iy 8 memsesowTow PMDPEMTY a W,zAAo arrMl i i YIY.YILLIS.VNIU OOPEMTIONS SPD I= A X• CaMnLcw I PCP 35-136 03/3118 04/01 $500 =500 1 AorP WW DaDAM710s N\YI,TMM WE+4Nh nWFL PEWOM E4AIP+' I PENBONAL 04AMY {SOO AUTOMOBILE LIABILITYIMM t elver �' AM Aura I —'Ts i ?( AIL IMYC W TOS IIPp�9ffhNII[I'A�nS$yMyN�� { MA K ALL OAMO"S.1 tMM1 M, ) M IntM S A X "MA,105 PCP 85-136 Oli 11 !RS04/01/8 w f MDHAVAEO AUTOS 6MME LINER In I I ARQ I NCL. ECEE L1AILM - - ' 13 )t LNWLAIUEI In1R5 - 103 04 03/31 /8. 04/0118 M�1O0I$1 ,000 $1 ,000 {E- MYER THAI MMAILLA TDtM WOFAUM,COMPENSATION TDAIUIUMY-._ Am I __ EACH ACCUIIIn yy• EMPLOYBNE'LIABILITY caw DOILY LEAD I0alASP 4MA ELMLTNEI EI UeSCWTg Ok OPEMT"4MOCArKR4W EHCLF5 a K:C4M.GEMS �9I SCHEDULE A, 1985 CB0 SANITARY SEWLR REHABILITATION PRO RAM, RENTON, WASHINGTON. THL CITY IX RENTINd, WASHINGTON IS INCLt1DED AS AN ADDITIONAL INSURED AS RESPECTS ON e P ME CITY LX RE NTON SHOULD 4NY OF THE MOVE DESCRIBED M tO1ES BE CAM:-'LED EFONE M KK- MUNICIPAL BUILDING: P+AATION DATE TMINEOT *HE tSSAIMr COMPANY HtL. TNOEAVON TO �I4 MA6 }(I DAZE W WMN NCnM TO TIM CER"WATE HOLDW MAMW TO M 200 MILL AVENUE S. LErN,put FKUME to MAE.FUCH NOTTCt L NMOSE No OBLM"ON Oft LY1EEftY RENTON, WASH 1 NGTON 9305 5 AOF'AM UPON THE COMP n6 AMN^OON NEPMESEMATFIES — ATTN: DOVE TIB110T, ENG. DEPT. ! � p DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A V f IuaaTllAmR Nuwu �""i1OM°"� STATE OF WASI/INOTON KINIa COnSTPUCTIUN C'�NP+YY'�\�� 4734 I. .. .!TZTH ND FLOLVAL WAY uanen�nl r r r r � r t ISSUED 08/05/83 CITY U RENTON 0 7603 BUSINESS LICENSE M. J. MULCAHY FEE $60.00 4734 SN 31278 111 FINANCE DIRECTOR Licensee has made application for a City of Renton Business License in accordance with the prow eons of Title V,Business Regulations Chat ter 1,Code of General Ordinances of the City of Renton and agrees to comply with all the requnemr nee of Sol A ordinance Licensee shall further comply with any and all other C.Ly Codes,Ordinances„State Laws leld Regulations applicable to the business ac tivily licensed hereunder. KING CONSTRUCTION CO , 4734 SW 312TK PLACE FEDEgAL NAY NA 98023 Mh g Tilley, a•.fas'.►iw2-•�.- c-�__�sc-su_ E sa-oat-Z:*at=. 1 of 7 CONTRACTS OTHER THAN FEDERAL-AID FHWA IN THIS AGREEMENT, made and entered into this , day of //;p 19 ; iP' by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and _ King Construction Comp ny Inc. hereinafter referred to as "CONTRACTOR." WITNESSETH: 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 ser . 'es necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in con,ection with t e City's project (identified as No. 121, for improvement by construction and installation of: 1985 CBD Sewer All the foregoing shall be timely performed, furnished, constructed, installed any 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 w 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, rappliances, machines, tools, equipment and services shall be furnished 2of7 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;)tacce of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component pats 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 w+ll 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 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. 4/81 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 hi, surety of its e1 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 arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said w (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 my excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability •or so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Cuntractor 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 from and against any and all clams, acticns, 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 trom or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shell 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. In the event the City shall , without fault on its part, be made a party to any litigation coimienced 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. 6) 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 Contracts Other Than Federal-Aid FHWA 5of 7 notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States ma,l , postage prepaid, certified or registered mail. 1i 7) The Contractor shall commence performance of the Contract no later thar 10 calendar days after Contract final execution, and shall complete thi full performance of the Contract not later than 60 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 b, the sum of One Hundred Fifty-four Dollars and Ho/100 ($154.00) (SEC 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 pr)vision 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 t.e work, unless a longer period is specified. The City will give notice of observed defects as i ,retofore specified with reasonable promptness after discovery thereof, and Contractor shall be 6of7 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 ,ny, shall submit to the City such schedules of quantities and cos „ progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from tine to time. 10) The Contractor shall furnish a surety bond or bends 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 full 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 Contract is the sum of Eighty-Two Thousand. Four Hundred Thirty-Nine and 22/100 (E82,139.22) , which includes Washington State Sales Tax. Payments will be nude to Contractor as specified in .he "Special Provisions" of this Contract. Rev. 4/83 i 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 h,.reunto set his hand and seal the day any year first above-written. dF CONTRACTOR CITY OF RENTON Sharon H. Holt Isresi e t 45(i A ity, Mayor ATTEST: ecretary City C erk d/b/a King Construction Com an Inc. Firm Name Individual-- Partnership Corporation X A Washin ton Corporation 3� State o ncorporation R Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the co tract, 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. :f business is a PARTNERSii1P, full name of each partner should be listed followe,: 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. r CONTPACTOR/SUBCONTRACTOR IC Y (j REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT : .� f: Month: Year: To be submitted to the City's Project ��� Goals and Timetables as committed Engineer during the 1st week of following L,1 in Contractor's A1 _ irmative month while contract is in pr. ress. Prime 1\rC Action Plan $ Contractor is resp, -sible for t raining and or per City's Plan _ 91 9 �t submittingall ,ubcontractor Rec . -ts. _ To: (Name and location of compliance A4ene, Dept.) From: (Name and location of contractor) This report is required by Executive Order 11249, Section 203. Failure to report cat, result in sanctions which include suspension, termination, cancellations or debarment of contract. 1 . 2. 3. a. % 5. b. m ino- Total rotai Mork hours or Employment (See footnote; rity number umber W/h of or of RTr a• • • C. • a. • minorSt Employ. His- Amer. As tan/ Total total eoop"q a Fame (I.D.) Trade Total Black panic Indian Island11 .e- W,1h eenloy- eea Island .ele Tr Tr r Ap LOS% Tr Tr 7. Cceparq erricial's ignature an . e Date Signed 9. Telephone bumber I� (Include Area Cede) ` Rev. 11/77 (-Males t Females, '-Minorities 6 Non-minorities) Page of 7/80 (Submittal Requirements E 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 or. the project for each employee level in each designated trade for the entire r•.?orting 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) 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 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 - Apprentice, Tr - Trainee). 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-hours 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 Pacific Islanders - F,oth men and women. RE UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL VOLE TO OSERVATION OF PUBLICNAT9RX—}FHg0U1fCES In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 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: Ki.n Count Ordinance No. IS27 requires Building and Land eve opment ivision an yyraulics 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. KKiin& Count Ordinance No. 800 No. 900 No. 1006 and Resolution No. 8TT8 moo:£d333—iTo-£483� an o. 11247 contained in King County COCle Tltleq a ano 10 are provisions c 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- atton to contro the emission o air contaminants from all sources within 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 A.C. 18-02: Requires operators of stationary sources of air ataminants 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 t e 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 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 into 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/day for each violation. R.C.IV. 70.95: Establishes uniform statewide program for handling soli wd—astes which will prevent land, air cnd water pollution. w' 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 a, a solid waste disposal site for which there is a valid permit. Mt WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04. 370 : Provides for abatement of additional fire haz- ard (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 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.C.W. 76.04.310: Stipulates that everyone clearing land or clearing right-of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cu' 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, grave , 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 requirements for surface mined land reclamation. W.A.C. 332-24 : Codifies requirements of R.C.W. 76.04 pertaining to land—clearing and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902: Author- izes Secretary o Army an Corps o ngineers 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 tat. Authorizes the Secretary o the Army, acting t roug t e orps of Engineers , to issue permits for the discharge 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 fishF y areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approved March 3, 1899: Provides that isc arge o re use M out 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. -2- 4 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 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 Deve" ,)pment Division. Shoreline Management Act 1971 requires a permit `,or construction on`State s�io-rerines. erm3t acquired by Public Works and reviewed by Building and Land Development Division. King Count Ordinance No. 1488 requires permit for grading, land FIIis, gravel pits;dumping—, quarrying quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Cha ter 112 Laws of 1949: Requires hydraulic; permit on certain pro3ects. ing County Department of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220: 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 t� discharge commercial or industrial waste waters Into Late surface or ground water (such as gravel washing, pit operations , or 9ny 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. 508-12-220. Requires permit to use ground water. W.A.C. 50B-12-260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires permit to construct storage dam. ry 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. ) . gt .3- PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04. 150: Requires burning permit for all fires except of small outdoor 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 prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchant- able timber. 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 ope,3- tion (including 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 of er t an rt ges, see . S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) , FIRE PROTECTION DISTRICT R.C.W. 52.28. 010 52. 28.020 52,28. 030 52. 28. 040 52.28.050: Trrov�s aut o ortty ar, requirements o an pens ties r failure to secure a fire permit for building 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 Generalri a Act o as amen e A u ust equires a permit or construction o T gr on naviga a 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� ofRRegulation I : Request for verifica- tion of popu ation deIsity. Contractor should be sure his opera- tions are in compliance with Regulation 1 , 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 - C­t3nued O ENVIRONMENTAL PROTECTION AGENCY Title 4C Cha ter Ic, Part 61 : Requires that the Environmental rotectaon gency a nota ied S days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than S 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 al 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. i t! M -5- ■ MY—Ril32C—AA PKLVA1LING MINIMUM HOURLY •AGE KATES SEPTEMBER 04, 19R5 CCIIPAT1ONs FLA6uERS �11CATIUN2 (I-CLAN. LLALLAII. DUUGLAS, CRAYS HARBOR, ISLANC, JEFFERSUN. Klh;, KITSA•'. KITTITAS. LEWIS, MASUK. PALIFIL, PIERCE: SKAYIT, SNIPVIMISIo, THUOSTL'N. MHATLUM AND YAKIMA CLUNTIES. FF114GF ULKLF Its VITAL H3URLY RL-NEFITS 3. 43 %/MR. 1 MA C RAM I')LLUPATIUN OCCUPATION STATE COUE DESCRIPTIUN RATL N 2411—ZCII FLAGGER 10.713 E+ IITHEF 26C—SJ1_ STATE: nVLRTIHE — ALL HOURS NCRKED IN EKCLSS T' UT U HJJPS PER DAY CP 40 HOURS PER MEEK SMALL UE PAL ) AT ONE AND CNE HALF TIMES THE REGULAR 1p RATE UT PAY. a Is k: IN w h >r CITY DF FI-NTUA M SAW ARY SLAEM PROJECTS S-34%. 385. 386 f.. IS85 M; RFHABILITATIUN Is PAGE- 1 9 WY-K32370-AA PkLVA1LING MINIMUM HUURLY WAGE RATES SEPT.MBER 0%, 1965 N:CUPATIC.NI IARURhRS lSthik S 1,AIER LINE CCKSIFUCTIUNI QIMATIIINi CLALLAM. GRAYS HAKTiOP, TSIANU, JLFFERSUII, KING, KITSAP, LCWIS, MAS'M. PACIFIC INURTH OF WAHK1AKU1+ COUNTY NUR)HERN BUUNDARY FMILNOFO JUE WEST TC THE PACIFIC UCEANI. PIERCE, SKAGIT, 1' SNUIRIMISH, THUkSTUN AND MHATCCM CUUNTIES. 3 FF.IN(;F RFhEFITS E fIFALIP 4H1) eFLF1E.L 1. T5 f/HR. PFNSIII, 1 .55 t/HR. A TRAINING FUND . 13 $/HR. Ir, WAGE RATES Mk OL CUPAIlLm CCCUPATIUN STATE COCE 0LSCklPT1UN KATE 3hl-^J11 GCNFRAL IACOKEk 13.8U 160-:071 PIVLLaYTR 14.28 1bO-CC3) TCP14A)1 14.14 N N E« M �F IM It CITY OF RLNTUK 3AI41TARY SLAFP Pk UJtCIS S-33a, 3#15, 30b ISRS CUJ REIIAL'ILITATIUN PAGt i If,Y-F. 1,13)0-AA PREVAIL IN-, 'INIHUM HUUPLY V.AGE RATES SEPTEMNLIi J4, 1945 11C,rUPATICN: P.hFP F,,7JIPYEN7 UPERATCRS 13LwER L 4A11P LUNSIRUCTICNI I.I$AT I`]111 CFl:L4N, CLALLt-1, 011JGL%S ITH4T PORTION W141CII LIES WEST OF THE 12Y1II VEk11IIAA1 . UkAYS HAFOCk, 1SL 1A0. JEI'FERSIIN, KIND, .iITSAP, - 917TITAS, LEe1S. VA304, PACIFII (N( RT,1 OF A STk/IoHT LIVE 1'RCv llt 311U1 H_'k'1 11-U11CA'1Y Ur LEwIS COUNTY ESTt11ULJ WEST lU 111L ' v irlF It: U61 i,'tl PIrFLF., iMAGIT, SNUHCMISH, THJkSTUk, ANATLCA ANU Ikl'b,f: 1)(44 iTS A HFAIIh AN') i,EIFAt•E 1.55 t/HR. t PrlSICI' 2. 3) f/HR. IRAIF11%0 FLNU .21 i/HR. v F41t5 OLLUPAII"w OCCUPATION SIAlt CUU OESCRIPTIUN '1ATE PkJUP 1 58)-t :4.' BACK rILLEP 10.41 59'i-t.,'3l UALKOUL 11H1 CASE TYPE ANU LAMGER WITH 16.91 ATTACHAM S) I) CLAt1 10.92 12) CR.1NL lo.v2 >90'-CIt) 111CH1 '14 13CIIINE OCZI. TALL ( AT, TYPE U-3 ANU LARWERI 15. )L iHC-: la' OF 4GL 111F 1(j.,12 'jln-.1'.) FRCNI -lkr IQAJLk (2YJ5. ANU UVERI 15.42 MELHAHIC 16.91 �. 58 ;-i. 21 ) MELHANIC 4tL'JER 10.92 110-C)4) t101GR GRAIFR 10.92 5R) lU SCRCL•tl 1 .42 SNCVLL 43 V05. AND UNCERI 16.;2 5R0-'151 SIDE ROLL TALL C.AT, TYPE 0-3 AAJ LAAGEkI l:..ti2 t, 60 Hip l SN:-Cr7I 3ALKIRA lot:' CASE TYPE ANU SMALLER .ITH 1t.425 /u A11ACHi1F%IS1 REAUINS VUHIAE 1t.42> 7It^-r:51 4Cr,A TRUCK ISIATIUNARYI 16.42i ,., 5NC'-L.I! 3CRi141, 4AL1114E lt.v2i k � C.ITY OF FENTIib SANITARY Su,EP PI:,;JI CIS S-33'6. 3P59 3P.f. ISAi CIlU FEIIAPILITATION PAGL 3 w r OWWY-R Q320-AA PPLVAILING MINIMUM HOUHIV WAGE kATtS SEPTEMULk ,14. 1985 ULt,l1PAT10Na POWER EUUIPMLNI UPERATORS t ISFWER L WATEk CCNSTRUCIIGNI _OCAT ION: LFCLAN. CLALLAM. DOJGLAS ( THAT PORTION WHICH LIES WEST OF THE I2lT11 MERIDiAK) . GRAYS HARBOR. ISLAND, JEFFERSU� , KING, KITSAP, KITTITAS. LEWIS. MASON. PACIFIC (NCRTH OF A STkAIGHT LINL FROM THE SOUTHERN BUU14DAPY OF LEWIS CUUNTY EXTENDEU WEST IC THt PALItzIC UCFAN) PIFkCE. SKAGIT. SNUHOMISH. THURSTON, WHATCUM AND op YAKIMA LUUNTIES. �i W Af,F RAIFS » ULCUPATIUN OCCUPATION STATE CODE DESCRIPTION RATE GROUP 2 IN 590-OC90 COMPACTORS L6.%25 580-A140 UCIER ( ANY TYPE SMALLER TFAN CAT 0-31 16.415 SRO-0170 URIIIS ( LEFill TYPE) lb.415 SRC-CIF') FRCNT-ENL LOADER (UNDER 2 YU.) 16.425 SHU-0201 GIN TRUCK 16.425 580-C233 MECHANICAL GFEASER IIARGE GREASE :RUCKI 16.415 51Jn-C27) PAVING MACHINES 16.425 SBU-C2P3 PC1 FIREMAN (ENGINE OPERATED ABOVE 3 88L .) 16.425 5BJ-0301 RCLLFHS 16.425 58C-C320 SERVICE PLOW 16.425 590-C34J SICE BOOM (ANY TYPE SMALLER THAN CAT D-31 lb.425 5Bn-0360 TRACIAIR 16.425 SHO-C3R0 WFLL PL :NT SYSTEM 16.415 GROUP 3 SAn-^O10 A1R COMPPESS(1R 14.46 58n-0080 CHAIN TYPE DIMMER WITCH WITCH) 14.46 )M 5HU-0113 CENCRETE SAW 14.46 5RO-C26n OIL-SkEASER 14.46 580-C251 OILEP 14.46 5RO-O29) PLMP 14.46 500-C370 WELUIN: MACHINE 14.46 !r CITY OF Rf NTCIA SANITARY SEWER PRUJECTS S-38AP. 385. 3P6 ►SF5 CPO PEHAPILITATION PAGE 4 I 14WY-R 32320-AA PRLJAILING MINIMUM HUURLY wAGt. RATES SEPTEMBER 04, 1985 OCCUPATION: POWER EOUIPMFNT OPERATORS (SEWER L WATER LONSTRUCTIONI N LOCATION: CHELAN, CLALLAM. DOUGLAS ( THAT PURTION AHICH LIES WEST OF THE I2JT:i MERIDIAN) . GRAYS HARBOR, ISLAND. ,;EFFERSON. KING, KITSAP, KITTITAS. LEWIS. MASON. PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SOUTHERN PUUNCARY OF LEWIS COUNTY EXTtNOEU WEST TO THE PACIFIC CCEvij PIERCE. SKAGIT, SNOHCMISH. THURSTON, WHATCUM AND YAKIMA CUUNTIES . a OTHER S8O-9910 STATE: OVERTIME-ALL WORK PERFORMED IN EXCESS OF R HOURS DER. DAY OR 40 HOURS PER WEE4 AND ALL WORK PERFORMED CN SATURDAYS IEXCEPI MAKE- UP UAYSI AND SUNDAYS SHALL tt PAID AT UNE AND UNE-HALF 71MES THE REGULAR RATE OF PAY. ALL WCPK PERFUkMFD IN HOLIDAYS SHALL BE PAID AT UUUBLF THE REGULAR RATE OF PAY. N p 1, R1 M .k N' b! V Mk to ° n n CITY OF RENTUR SANITARY SEWER PROJECTS S-384. 3C5, 326 1S05 CEO RL+IAPILITATION k► PAGE 5 M + HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER J4. 14d3 '1 JLCUPATIIIN: SUk VFYURS =10_OCATIUN: CLALLAM. GRAYS HARBOR, ISLAND. JEFFERSON. KING, KITSAP, LEWIS , MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON ANU WHATCUM LCUNTIES. a FRIN,iE BENEFITS TOTAL HOOPLY BENEFIT - PARTY CHIEF 1 .50 $/HR. TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 $/MR. PFRSCN TOTAL HOURLY BENEFIT - CHAIN PERSON . 70 %/MR. ,Y WAGE RATES Is OCCUPAT►0.4 CCLUPATIUN STATE CODE UESCRIPTIUN RATE 720-POl0 CfA1N PFRSCN 8.25 T2J-CC4) INSTRUMENT PLRSON IJUNIOR ENGINEER) 11.03 720-0070 PARTY CHIEF (ASSISTANT ENGINEERI 11.50 OTHER 720-40I0 STATE : UVERTIME - ALL HOURS WORKED 114 EXCESS OF 8 HOURS PER DAY CR 40 HOURS PER MEEK SHALL BE PA17 AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ■ k Lid LITY OF RENTON SANITARY SE41R PRUJECTS 5-394. 385. 3BT. L1985 CEO REOAPILITATIUN l N PAGE h �WY—R31320—AA PREVAILING MINIMUM HOURLY kAGE RATES SEPTEMBER 04, 1985 �OCCIIPAT ION: TEAMSTERS ROCATIUN: CLALLAP. GRAYS PARBOR, ISLAND, JEFFFRSON, KING, KITSAP. LEWIS. RASUN. PACIFIC (,4UkTH OF THE 6AHKIAKUM COUNTY NORTHERN BUJNUARY EKTENDFC DUE HEST TO THE PACIFIC UCEANI, PIERCE, SKAGIT, SNUHUNISH, THLRSTON. AND NHATLCM COUNTIES. FRINGE BENEFITS HFA17H AND WELFARE 1.89 1/HR . PF.NSICN 1. 75 3/HR. WAGE RATES OLLOPAT IOF! CCCUPATION STATE M CODE DESCRIPTION RATE lg GRUUP I 730—C690 LEVERMAN ANU LGADFRS AT BUNKERS AND M BATCH PLANT$ 17.06 730-1203 SFAMPEP, 17.06 730-1813 WAREHOUSEMAN .NU CHECKERS 17.06 GROUP 2 A& 73C-1300 TEAM DRIVER 17.11 GROUP 3 L 710-011) RUII LIF1S. OR SIMILAR EQUIPMENT USED IN 17. 16 .e LCAUING CR UNLOACING TRUCKS. TRAN.`:PURTING MATERIALS IN JOB SITESIWAREHUUSING ip 710-0147 bUS OR EMPLOYEE HAUL 17.16 730—C20n DLMPSTFRS, AND SIMILAR EQUIPMENT:TOURNO— 17.16 RCCKERS, TOUkNUWAGON, TUURNUTRAILER, CAT OW SERIES. TERRA COBRA, LETUUPNEAU, WESTINGHUUSE A1HLY WAGON. EUCLID. TWO ANU FCUR--WHEELED PCWFR TRACTOR WTH TRAILER AND SIMILAR TOP— LEADED FCUIPMENT TRANSPORTING MATERIAL ANU PERFGRMING WORK IN IEAMSTEK JURISOICTICN:DUMP TRUCKS, SIDE. ENO AND BOTTOM DUMP, INLLUDING N SFMI—TPUCKS AND TRAINS OR COMBINATIONS ky TFERErF :LP TO AND INCLUDING 5 YARUS 130—G611 FUEL TRUCK, GREASE TRUCK. GREASER, BATTERY 17. 16 SERVICE MAN AND/Ck TIRE SERVICE MAN - CITY OF RENTON s SANITARY SEWER PROJECTS 5-394. 385, 1E6 L1585 CBC REHAPILITATIJN PAGE 7 L H Wv-K32320-AA PREVAILING MINIMUM HOURL, WAGE RATES SEPTEMBER 04. 1985 )CCUPATION: TEAMSTERS 4ULATIUN: CLALLAP. GRAYS FARBUR. ISLAND, JEFFERSL'r. KING, KITSAP, LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUI'• COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANI , PIERCE, SKAGIT• SNCHOMISH. THURSTCN. AND WHATCCM COUN1 •IS. WAGE RATES OCCUPATION OCCUPATION STATE CCOE DESCRIPTION RATE GROUP 3 710-I10) SCISSORS TRUCK 17.16 730-1350 TRACTOR. SMALL RUBBER-TIRED (WHEN USED WITHIN 17. 16 TEAMSTER JLRISUICTICNI 730-1750 VACUUM TRUCK III-2COJ WATER WAGON AND TANK TRUCK: UP TO 1600 L7.16 GALLONS 130-22C) WINCH TPLCK: SINGLE REAR AXLE 17.16 730-2220 WRECKER , TCW TRUCK AND SIMILAR EQUIPMENT 11.16 j GROUP 34 730-046U FLAHERTY SPREADER 11.49 GROUP 4 733-350) FLATbEU TRUCK, DUAL REAR AXLE 17.27 GROUP 5 730-CLR) BLGGYMUBILE AND SIMILAR 17.33 730-0673 HYSTER OPERATORS (HAULING SULK LOOSE 17.33 AGUFEGATESI 130-119) STRADDLE CARRIER (ROSS. HYSTER AND SIMILAR) 17.33 730-2C1D WATER WAGON AND TANK TRUCK: 1630 GALLONS 17.33 TC 33CO GALLONS GROUP E 733-150) TRANSIT-MIX. 0 TO AND INCLUDING 4.5 YOS. 17.37 CITY OF PENTON M SANITARY SLWt; PRGJECTS S-3R4. 3P5, 3Eb ISSS CBO REHAPILITATION PAGE 8 6 i i1W V-R32320-AA PREVAILING MINIMUM HOURLY VAGE RATES SEPTEMBER 04, 1985 JCCUPAT10N: TEAMSTERS -ILOCATIUN: ( LALLAN. GRAYS )-ARBOR, ISLAND. JEFFERSON, KING, KITSAP, LE,01S. MASON. PACIFIC INORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OLEAN), PIERCE, SKAGIT, SNOHOMISH. THURSTON. AND WHATCOM COUNTIES. WAGE RATES D OCCUPATION OCCUPATION STATE I CCDF DESCRIPTION RATE GROUP 7 130-04IJ EXPLOSIVE TRUCK (FIELD MIXI AND SIMILAR 17.38 ECUIPMENT T30-C710 LLWOEU AND HEAVY DUTY TRAILER: UNUEk 50 17.38 TCNS GROSS 730-1140 SLURRY TRUCK DRIVER 17.38 730-1160 SNO-GO AND SIMILAR EQUIPMENT 11.3d 731-121) „ INCH TRUCK: DUAL REAR AXLE 11.38 GRUMP 7A 730-CS1rl OIL UISIRIBUTOR DRIVER (kCAUI 17.49 GROUP 8 �t 730-C221 OLMPSTERS , ANJ SIMILAR ECUIPMENT :TOURNU- 17.44 � RCCKERS. TOIIRNOWAGON, TUURNUTRAILER, CAT DW SERIES, TERRA COBRA, LETCURNEAL, WESTINGHUUSE ATHEY WAGON. EULLIU. TWO ANU FOUR-WHEELEO PLWER TRACTOR WTH TRAILER AND SIMILAR TOP- ICADEU ECUIPMENT TRANSPORTING MATERIAL ANU PERFORMING WORK IN TEAMSTER JJRISOICTIGN:UUMP TRUCKS, SIC)-. LNO ANU BOTTUM DUMP, INCLUDING SEMI-TPUCKS AND TRAINS OR CUMBINATIONS )-EREUF :CVER 12 YARDS TO AND INCL. 16 YARDS GROUP S 730-CI00 BLLK LEMENT TANKER 17.49 �TJ CITY OF RENTON K SANITARY SEWER FRUJFCTS 5-394. 385, 3P6 LIS85 CPO REHAPILITATION PALL 9 L s#iWY-R 32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER U4, 1995 :iLI;IIPAT IDA: TEAMSTERS _UCATIUN: CLALLAP, GRAYS hAPOOR, ISLAND, JEFFERSON, KING. KI11AP, LEWIS, MASUN. PACIFIC INORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY LXTENDEC DUL WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT. SN040MISH, THLRSTCN, AND WHATCCM LCUNTIES. WAGE RATES UCCUPATION CCCUPAT(ON STATE CODE DESCRIPTION RATE GROUP 9 730-0230 OLMPSTEPS. AND SIMILAR EOUIPMFKT:TOURNO- 1T.49 fY ROCKERS. TCURNUWAGON. TOUPNOTRAILER, CAT UW a- SERIES. TERRA COBRA. LETOURNEAU. WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED PC+ER TRACTOR WTH TRAILER AND SIMILAR TOP- LCADED ECUIPMENT TRANSPORTING MATERIAL AND PERFURMIhG WORK IN TEAMSTER IURISO(CtIJN:OUMP TRUCKS. SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OF COM81NATIUNS A THLREOF :CVER 16 YARDS TO ANU INCL. 20 YARDS 733-2015 WATER wAGLIN AND TANK TRUCK: OVER 3000 GALLONS 17.49 GROUP 10 130-CI20 BLLL LIFTS, OR SIMILAR LUUIPMENT USED IN 1T.51 LCAOINU OR UNIOAOING TRACKS, TRANSPORTING MATERIALS EN JCB SITES:OTHER THAN WAREHUUSING GkUUP 11 T30-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 11.54 CCNSTk. (UVER 4 YDS. TO ANU INCL. 6 YOS. I M/ GROUP 12 }Y 710-COIO A-FRAME CR HYJRALITT TRUCKS OR SIMILAR 1T.64 ECUIPMtNT WHEN A-FAAAF OR HYDRALIFT OR A SIMILAR FUUIPMENT IS IN USE 1 CITY OF REHTUN SANITARY SEWER PROJECTS S-384. 385. 3P6 1985 C20 RCHAPIIITATION w PAGE 10 Al �AHWY-R3232C-AA PREVAILING MINIMUM HOURLY WAGE ROTES SEPTEMBER 04, 1985 OCCUVAIIUN: IEAMSTERS `LOCATIUII: CLALLAII. GRAYS HARISUR. ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASOIJ. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHEF : BOUNDARY IXTENOED DUE WES1 TO THE PACIFIC OCEAN). PIERCE, SKAGIT. SKGHUMISH, TOURSTON. AND WHATCCM CGUNTIES. WAGE RATES R OCCUPATION CCCUPATION STATE CODE DESCRIPTION RATE GROUP 13 739-024) DLMPSTEPS. ANO SIMILAR EQUIPMENT:TOURNO- 17.66 RCCKERS , T,URNOWAGCK, TOURNOTRAILER. CAT UW SERIES, TERRA COBRA. LETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCIIO, TWO AND FOUR-WHEELED PCWER TRACICIR WTH TRAILER AND SIMILAR TOP- LCAOED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:7UYP TRUCKS, SICE, ENO AND BOTTOM DUMP, INCLUUING SEMI-TRUCKS AND TRAINS Uk COMBINATIONS THEREOF:CVER 20 YARDS TO AND INCL. 30 YARDS 730-072'1 LOWHtO ANO HEAVY DUTY TRAILER: 50 TONS 17.66 GROSS TO AND INCLUDING 100 TONS GROSS GROUP 14 130-152` IFANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.70 CCNSTR. :CVER 6 YDS. TO AND INCL . 8 YUS. GRUMP 15 730-0250 ULMPS7ERS. ANJ SIMILAR EUUIPMLKT: TOUKNO- 17.82 RCCKERS, TCURNOWAGON, TUUPNOTRAILER, CAT UW SERIFS, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID. TWO ANU FOUR-WHEELED PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCAUEJ EQUIPMENT TRANSPUkTING MATERIAL ANU PEFFURMIN,; WORK IN TEAMSTER JURISDICTIUN:OUMP TRUCKS, SIDE. ENG AND BOTTOM DUMP. INCLUDING ' SEMI-TRUCKS ANU TRAINS OR CUMBINATIONS THEREUF :CVER 30 YUS. TO AND INCL . 40 YDS. 130-C730 LCWBFU AKD HEAVY DUTY TRAILER: OVER 100 11.82 TENS GROSS CITY OF RENICK t` SANITARY SEWER PROJECTS 5-3R4. 385. 3E6 ISPi CBU REHABILITATIGN PAGE 11 6 N �WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 04. 1985 OCCUPATION: TEAMSTERS 60.UCATIIIN: CLALLAM. GRAYS HARBUR, ISLAND, JEFrERSON. KING, KITSAP, LEWIS, MASON, PACIFIC INURTH OF THE wAHKIAKUM COUNTY NORTHERN BOUNDARY FXTLNDEC DOE wE:ST TO THE PACIFIC OCEAN), PIERCE, SKAGIT. Ll SNUHUMISH, THLRSTUN. AND %HATCCM COUNTIES. WAGF RATES LA OCCUPATION OCCUPATION STATE COCF DESCRIPTION RATE GROUP It 730-153'N FRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.86 CCNSTR. :CVER 8 YUS. TO AND INCL. 10 YOS. GROUP 17 730-0260 DLMPSTERS. AND SIMILAR EQUIPMENT:TOURNO- 11.98 RECKERS. TCURNUWAGON. 70URHOTWAILZR, CAT UW SERIES, TERRA COBRA. LETCURNEAU, WESTINGHOUSE I� ATHEY WAGON. EUCLID. T%O AND FCUR-WHEEI.EU POWER TRALIOR WTH TPA►LFR AND SIMILAR iUP- ICAUEU EQUIPMENT TRANSPORTING MATERIAL AND N PERFORMING WORK iN TEAMSTLR JURISDICTION:DUMP TRUCKS. SIDE . ENL AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS ANU TRAINS OR COMBINATIONS Is THEREUF : CVEK 40 YARCS TO AND INCL. 55 YARNS GROUP 18 Fi 730-1540 TFANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.03 MY CCNSTH. :CVER 10 YUS. TO AND INCL. 12 YOS. lA GROUP 1S 130-15` 1 T°ANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.19 LINSIH. :CYFR 12 YOS. TO AND INCL. 16 YUS. GROUP 20 730-1563 1RANSIT-11IX USED EXCLUSIVELY IN HEAVY 16.35 R+ CCNSTP. :CVEF 16 YOS. TO AND INCL . 20 YOS. CITY OF RENTUN SANITARY SEWFP PROJECTS S-3N4. 385, 3F6 1565 C8C RE14AFILITATION R vacE 12 r WY-R32320-AA PREVAILING. MINIMUM HOURLY i,AGE RATES SEPTEMBER 34, 1985 OCCUPAFION: TFAMSTERS W.UCATION: CLALLAM. GkAYS HAk8OR. ISLAND, JEFFERSON, KING, KITSAP, LEWIS, PASON. PACIFIC (NORTH OF THE MAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE LEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT* SNOHUMISH, THURSTON, AND W144TCCM CUUNTIES. WAGE RwIFS OCCUPATION OCCUPATION STATE CCUE DESCRIPTION RATE GROUP 21 730-137J TRANSIT-NIX USED EXCLUSIVELY 1N HEAVY 18.51 CCNSTk..CVER 20 YDS. GRUIIP 22 13,')-.400 ESCORT DRIVER 11.36 730-102f) PILOT CAP 11.p6 GROUP 13 T30-0493 FLATBED TRUCK, SINGLE REAR AXLE •+ 6 730-1011 PICK-UP Ik UCK « GROUP 24 730-OPI9 MECHANIC HELPER 16.91 GROUP 2! 730-08110 MECHANIC 17.50 � . OTHFR 710-SI15 STATE: FCR OCCUPATICN 730-0260 IN GROUP 17 AUD .15 $/HR. FOR EACH 10 YARD INCREMENT OVER 55 YARDS 10 to 0. CITY OF RFNTUN SANITARY SEWER PKUJLCTS 5-334. 3P5, 3Pb 1585 CPJ RLHAPILITATION k PAGE 13 I � WY-R 1237:-AA PREVAILING MINIMUM HOUk1.Y %AGE RATES SEPTEMBER 04, 1905 QCCUPATICA: TEAMSTERS 1�kOCATION: CIALLAII, bR>YS HARBOR. ISLAND, JEFFERSCN, KING, KITSAP, LE%IS, MASON. PACIFIC (NORTH OF THE MAIIKIAKUM COUNTY NORTHERN BOUNDARY EXTENDEC OUL %EST TO THE PACIFIC UCEANI, PIERCE, SKAGIT♦ MY SNOHUMISH, THURSTON* AND WHATCOM COUNTIES. UTHFR T30-S13n 5IATE: OVERTIME-ALL %ERK PERFCRMLO IN EXCESS OF B HUUPS PER DAY OR 40 HUURS PER MEEK, 14014- DAY THROUGH FRIDAY, AND ALL WORK PERFORMED ON S SATURDAYS SHALL BE PAID AT CNE AND GNE- HALF TIaFS THE KE ULAR RATE OF PAY.ALL WORK PER- FCRMEJ CA SUNDAYS AND HOLIDAYS SHALL BE PAID AT UOUALE THE REGULAR RATE OF PAY. ti o M M N CITY OF RENTON SANITARY SEWER PROJECTS S-364, 365, 3Fb 4' L985 CBO REHAIILITATIUN PAGE 14 SUPPLEMENTAL SPECIFICATIONS ■ r r r r r r r r r CITY OF RENTON i STANDARD SPECIFICATIONS THE STAMDARE 'PEDIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - +EPARED BY THE WASHINGTON STATE .H DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIL WORKS ASSOCIATION TBB4 EDITION SMALL BE HEREINAFTER REFERRED TO AS THE "STANDAIO SPEDIFILATIONS° AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON ANC THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, 60 FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AM SMALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPF' L PROVISIONS HEREIN. A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC IORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 88055, WHERE THEY MAY BE EXAMINED AID COPIED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON. AND WHERE REFERENCE IS MATE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS. CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE; THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO DR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. STANDARD PLANS THE STANDARD PLA;X FLA ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AID THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION 1REV.04/01/851 A.'E HEREBY INCLUDED IN THESE SPECIFILA710M AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PUNS BOUND HEREIN. A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PUNS 1S ON FILE IN THE OFFICE OF THE PUBLIC NOTRE DIRECTOR, MUNICIPAL BUILDING, RENTON. WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. N 6 MEADiMIS 0 HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUBARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AMC We SHALL WT AFFECT THE 1NTEFPRETATION OF THE CONTRACT DOCUMENTS. &EPLEOFTAL AM, F,;kj•-, MYOVI610I6 STRISTNRE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF. THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE FARKEL `REPLACEMENT SECTION' OR "PARTIAL REPLACEMENT SECTION". THE SPECIFICATIONS HEREIN ARE TO REPLACE. OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIDNS ARE MARKED "ADDI710HAL SECTION", THE SPECIFICATIONS HEREIN ARE 10 SE AN ADDITION TO THE STANDAR'. SPECIFICATIONS NOTED; WHERE SECTIONS AP,, MARKED "SUPPLEMENTAL SECTION', THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. w 1-01 DIFIMMON AM TENS 1-01.10 DEPARTMENT DEPARTMENT OF TMkSPONTATIOH [ADDITIONAL SECTIWJ WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION Th.S REFERENCE WILL ALSO INCLUDE THE CITY MERE APPLICABLE. 1-0.1.11 ENGINEER 1R9!UCEMENT SECTION] THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLr OR THROUGH HIS AUTHORIZED REPRESENTATIVES. 1-01.23 SECRETARY. SECPETAM OF TRANSPORTATION fSUPPLIMENTAL SECTION] THE CHIEF EXECUTIVE OFFICE TC THE DEPARTMENT SHALL ALSO REFEF -0 THE DIRECTOR OF PUBLIC WOWS. 1-01 25 STAICARD SPECIFICA7IDNS (ADDITIONAL fCTI0N1 3THE CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OFt AWWR AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA ANERICAN STANDARDS ASSOCIATION AM AMERICAN SOCIM FOR TESTING AHD MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01.27 STATE IADDITION4U. SECTIDNI THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AMC ITS AUTHORIZED REPRESENTATIVES WHERE APPLICABLE. 1-91.37 WORKING DRAWINGS IRYLACEMMN_SECTIMI THE TERM 'SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS.EQUIPMENT, METHODS OF INGTALIATION, OR 07'' R CONSTRUCTICN PREPARED BY THE CONTRACTOR, A SUBCDMRACTOP, OR A MANUFACTURER AND 6UPMITTED FOR TH:. APPROVAL OF HE OWNER. 1. U.38 ACT OF GD0 LADPI7IOMAL SECTION] "ACT OF GOD" MEA146 AN EARTHOUAAE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF MATURE. A MIN, WINDSTORM. HIGH RATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPE3IFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY RAVE BEEN ANTICIPATE FROM HIE ORICAL RECOFDS OF THE GENERAL LOCALITY OF THE MONK, SHALL NOT EE CONSTRUE. `N ACT OF SM. 1-01 38 OP EQUAL IADDITIOML CT WHERE THE TERM "OR EQUAL" 15 USED HEREIN, THE OWNER. OR THE OWNER ON RECOMMENCATION OF THE ENGINEER, SHALL BE THE SOLI JUDGE OF THE QUALITY ANC SUITABILITY OF THE PP�)POSED SUBSTITUTION. 1-01.AO APPROVAL ]ADDITIONAL SE[TIDNI THE 7ERM -APPROVAL" 01. ''APPPCVED" SHALL MEAN APPROVAL LIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OVER. I-M SID PROCEDURES AND CODITIOS 1--02.2 PUNS AND SPECIFICATIONS !REPLACEMENT 6ECTIONI COPIES OF PUNS AND S'ECIFICATIC. - WOOING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF ThE CITY OF RENTON PUBLIC WORKS DEPARTMENT 200 MILL AVENUE SOUTH, HENTON MA. 00055. Page 2 SuptWMntlL SPK1f.CWLIons (RMY 07/1I ' NE IK 1-02.2 CONTINUED BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OF BY MAIL. ON RECEIPT OF THE FEES AS SET FORTH IN THE ra CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OF FENTON. I&P.ti PUBLIC OPENINGS OF BICS [REPLACEMENT SECTION] SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENIRAN , NAWNSTON, BY FILING WITH THE CITY CLEW. FUNICI➢AM BUILDING, FENTON. WASHINGTON. AS PER THE CALL TOR BIDS AM WILL HE OPENED AND PUBLICLY READ ALGID. 1-0 AWED AND BIEF.fICN OF CONTRACT 1-03. - CONSIDER/T]!'H OF BIOS ADDITIONAL SECT101 ALL BICS WILL BE BASED ON TOTAL SIN OF ALL SCHEDULES OF PRICES. NO PARTIA' BICS C:LL BE ACCEPTED UNLESS SC STATLD IN THE CALL FOR BIDS OF SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HCWEVEP TO AWARD ALL OR ANY SCHES.bLA OF A HID TU THE LOWEST BIDDER AT ITS DISCRETION. 1-04 SCOPE OF THE WORK 1-04.S PROCEDURE AND P TEST BY THE CONTM TOP [REPLACEMENT SECTIDH7 ANY QUESIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS THE THE MEANING OR INTENT OF ANY PART OF THE PUNS AND SPECIFYCAT.TVSS OF ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC MOWS DIRECTOR OR HIS REPRESENTATIVES FUR IHTERPRETATIDN AND ADJUSTMENT, IF WARRANTED, FAILURE ON THE PAM OF THE PUBLIC WORKS DIRECTOR UP HIS REPRESENTATIVE TO D:SCOVEP AND CONDEMN OR REJECT IMPROPER. DEFECTIVE OR INFERIOR WORK OR MATERIALS. SHALL NOT BE CCNSTRUED AS AN ACY:EPTANCF OF ANY SUCH WORK OR MATERIAL£. OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED TO PREVENT DISPUTES AND LITIGATION, IT i URTHER AGREED BY THE ?AMIE3 HERETO THA1 THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AMC DUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IWPDVBLEN;S. HE SMALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WOE. ANC THE INTERPRETATION OF THE PUNS AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR IS OF THE (PINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE GHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLE6 IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT CIE THE DAMAGE OF DAMAGES. TIME IS IF THE ESSENCE IN THE GIVEING IF 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 T.RREAFTER. TH FINDINGS AID DECISION OF THE BOARD OF ARBITRATORS SMALL BE FINAL AND BINDING ON THE PARTIES. UNLESS THE AGGRIEVED PARTY, WITHIN 10 OAYE, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR ., REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINCTDN. THE GROUNDS FDA THE PETITION FOR REVIEW ARE LIMITED TO SMDNING THAT THE FINDINGS AND DECISIONS 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTEn; H 2. IS CONTRARY TC THE TEEMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. IS ARSITRARI AM/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE UN CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SIPPOPT 175 DECISION BY SMI;SG FORTH IN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. THE AR617RATION SW'.LL BE CONDUCTED IN ACCORDANCE WITH THE STATURES OF THE STATE OF WASHINGTON AM COURT DECISIONS GOVERNING SUCH PROCEDURE, H Wpf.Mewntel SPARifitWtiena jAev 07//5/65] PAQ. 3 1_-04.5 ContinuvO THE COSTS OF SUCH ARBITRATION SMALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION dl THE CONTRACTOR'S FILING EF THE PROTEST OR ACTION 16 CAPPICIOUG OR WITHOUT REASONABLE 10UNDATION. IN T, kTTER CASE, ALL COSTS SMALL BE FORNE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SMALL BE IN KING COUNTY, WASHINGTON. AND IF THE CONTRACTOR IS A NOM-RESIDENT OF THE STATE F WASHINGTON, HE SMALL DESIGNATE AN AGENT, UPON WHOM PROCESS NAY BE S_PVED, BEFORE CJ MENCING WORK UNDER THIS ]ONTRACT. USE OF MATERIALS FOOD ON TN,. PR0.1EC7 [ADDITIONAL SECTION] 1LU VLVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY SP THE DISCARDED FAC11171ES SMALL, AT THE _MGI�'EER'S DISCRETION. BE CAREFULLY SALVAGED AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS. FIRE NDRANTS, VALVES AID APPURTENANCES, CATCH BASINS. APO STORM AM SANITARY MANHOLE COVERS SMALL BE SALVAGED AM 'ELIVFPED TO THE CITY SHOPS. ANY CU.T INCURRED IN SALVAGING AM DELIVERING SUCH ITEMS SHALL BE COASIDERED INCIDENTAL TO THE PROJECT AM NO 'OIFENSA11ON WILL BE MADE. 1-04.12 _WASTE SITES IADDITIDNAL SECTION] A-L MATE9IAIE DESIGNATED BY THE ENGINEER TO BE WASTED SMALL BE MAULED, DUMP®, AM SPREAD AT THE LOCATIONS SELECTEE BY THE CONTRACTOR. HE COMPACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN THIS SECTION SMALL BE CI.NSIDERED TO BE INCTOEMAL 10 OTHER ITEMS EF WORK AM NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN Tn THE WASTE SITE SMALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: THE I1INTRACTCP SMALL FIE PREPARED TC 118E WATER TRUCKS, POWER SWEEPERS, AM RELATED EQUIPMENT AS DEEMED NECESSARY BY THE PUBLIL WORKS DIRECTOR TO ALLEVIATE THE PROBLEM EF LOST SPOILS ALONG THE ROUE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. THE CJNTRACTOR FAALL SECURE ALL NECESSARY PERMITS AM APPROVALS FOR AM WASTE SITE TO BE USED. COPIES OF THE PERMITS AM APPROVALS ARE TO BE SUBMITTED TO THE ENGINEER PRIOR TO STARTING AM WCR. 1-U4.13 HOURS OF WOW [ADDITIONAL SECTION] THE VOWING HOURS FOR THIS PRCJECT WILL BE LIMITED 10 WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:DO P.M. THE HOURS LF NOR MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT lb IN THE INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS EF SAFETY, HrALTH, OR WELFARE. 1-04.14_AMRACTOP'5 COPIES OF CONTRACT DOCWENIS [ADDITIONAL SECTION THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PUNS AM SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS. INCLUDING ONE FULL SIZE SET EF PRAWINGS, SMALL BE KEPT AT THE SITE LF CONSTRUCTION IN [MOOD CONDITION AM AT ALL TIMES AVAILABLE TO THE OWNER AM THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL HE FURNISHED BY THE OWNER AT NET COST OF REPRODUCTION. 1-05 CONTROL OF WORM 1-05.3 PLANS AND WOWING DRAWINGS [PARTIAL REPLACEMENT SECTJQNJ DRAWINGS SUBMITTED SMALL BE ON 22 INCH BY 3A INCH MYLAR OR SMALLER SHEETS WITH DIMENSIONS IN MULTIPLES OF B 1/2 El 11 INCHES. Page 4 Supleernvot Specifications [Re. 07/15/85] ' 1-05 3111 SUBMITTALS (NEW SECT THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S INST".UCTIONB AS REQUIRED TO DEMONSTRATE FUILV THAT THE MATERIALS AND EQUIPMENT TO BE FURNISHED AM THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFOMMATION SHOWS ANY DMA71DN FROM THE CONTNACT REQUIREMENTS. THE CONTRACTOR SHALL. BY A STATEMENT IN WRITING ACCOMPANYING THE INFORFATION, ADVISE THE ENGINEER OF THE. DEVIATION AM STATE THE REASONS THEREFORE. 1-0 5[11 CONSTRUCTION STARING IREPLACEMENT 6ECTIONI THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES It, THE GRADES AS THEY ARE SHOWN ON THE DPANIhGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25 FEET SON BATTEP BOARDS OR 50 FEET FOP LASER. SET IN ADVANCE OF THE WORK. WNENEVER WORK IS IN PROGRESS, THE CONTRACTOR SMALL PAVE IN HIS E7MPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OF OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE 67AKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SMALL HAVE THE DUTY AID RESPONSIBIM ITY OF PLACING AMC MAINTAINING SUCH CONSTRUCTION 7'JIDES. A BATTER BOARD $ET WITH AN ENGINEER'S LEVEL SHALL BE vSED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BCAROF SHALL REMAIN IN PLACE DUPING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTMCTOWE NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AMC REOUIRE RESETTING. A SUM SAIL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE WFA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. '+ THE LASEF METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING; 1. REQUESTS FOR USE LISTING EQUIPMENT, AID ME1Nm OF OPERATION API: SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS 410F TO USE. t 2. 6RAOE5 ARE CHECKED AT LEAST ONCE EVERY 50 FEET AID AT LEASE 3 7IME6 DAILY BY CONVENTIONAL 04ET/1006 3. PROPER ANCHORING OF PIPE I6 PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WCRI TO ALLOW A REASONABLE TIME FOP 14 SETTING OF STAKES FOP THE NEXT PHASE OF HIS OPEHATION TO PREVENT WDRK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES. THE C0NTRAC70R SMALL ASSUMc FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING ELEVATIONS OR „t 14EASLISEMEKTS MEASURED FROM SUCH STAKES AM MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOP SURVEY U SS THAN 3 DAYS, ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE SA6I5 FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTFvACTOP'6 SURVEYING SHALL BE CONSIDERED INCIDENT.L TO 0IVER BIL ITEMS IN THE PROPOSAL, AID NO FURTHER COMPENSATION MILL BE MADE, UNLESS A BID ITEM FOP SURVFYI16 I6 SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. "5 5121 COMPACTOR PROVIDED CONSTRUCTION STAKING (NEW SECT10N1 F WHERE THE CONTRACTOR I5 REQUIRED TO PROVIDE CONSTRUCTION STAKING HEHALL BE RESPONSI6LE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING NEEDED IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF. BUT HOT BE LIMITED TO: ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS CURBS AND �L'T1EP5 STREET LIGHTING SWING AID PAVINC, UNDERGROUNDING POWER 6 TELEPHONE TELEMETRY TRAFFIC SIGNAL SYSTEM STORM DRAIN 61ETEP PSFSL CO. L P.N.W.E. VAULTS Supp IWMnt6L SpwificWticns IRWv 07/15/65) POPS' 5 1-05.5121 CONTINUED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL *PLACEMENT STAKING OR RESYAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR•$ iURVEI'OR WITH THE HIOPIZONTAL AM VERTICAL CDNTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SUFIEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH SHALL .ONTAIN AS-CONSTRICTED LOGTIONS OF THE IMPROVE71EATS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN 16 A MINIMUM THE CENTER LINE STATION AM OFF SET AND CUT TO EACH TEE, VALVE, BEND, HYDRANT, MANHOLE, CULVERT, 'ATCH BASIN, INLETS• CLEANOUTS. SIDESEWER, WATER SERVICE, COS. GUTTER, SIDEWALK, AMC ALL OTHER CHANGES IN GNMENT OR GRADE AS NAY BE NEEDED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SMALL E KEPT IN A HARD COVERED FIELD BOO( SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST. HE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT -ME IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REOUIRED CONSTRUCTION AND IS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORD COMPLETED AS DETERMINED BY THE ENGINEER. 1-05 12 FINAL ACCEPTANCE IREPLACEM_HT SECTIOUI THE CONTRACTOR SMALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK NMEREUPON THE ENGINEER WILL 'RDPTLY. BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS THE CONTRACT. AID SMALL THEREUPON RECOMMEND TO THE OSIER THAT THE WORM I$ ACCEPTABLE. FINAL JETERMINIATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. ACCEPTANCE By THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THF. CITY SHALL CONGTITUIE FULL AND FINAL PAYMENT FOR ALL WORK UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS OR CHANGED WORK ORDERS OR EXTRA NOW, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL COMPENSATION. 1-05.15 METHED OF SERVICE OF NOTICE IREPUCENENT SECTION) WRITTEN NOTICE SMALL BE DEENED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TC A PARTNER OF THE FIRM, OP TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLEW, OR IF SENT BY REGISTEHED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. 1-05,16 ERRORS AID OMISSIONS INEW SECTI , IF THE CONTRACTOR, IN THE COURSE OF HIS VOW, BECOMES AWARE OF ANY ENORS OR OMISSIONS IN THE CONTRACT DOCUMENTS JR IN THE LAYOUT AS GIVEN Sy SURVEY POINTS AM INSTRUCTIONS. OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS APO THE PHYSICAL CONDITIDNG OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER. IF HE DEEMS IT NECESSARY, SMALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WOW DONE AFTER SUCH DISCOVER, UNTIL AUTHORIZED, WILL BE COLS AT THE CONTRACIOWS RISK. 1-07 LEGAL RELATIONS AND REMPONEIBILITIES TO THE PUBLIC 1-07.e _SANITATION IALDIT•ONAI SFCTICN] ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL E CONSIDERED INCIDENTAL TC THE PROJECT APO NO COMPENSATION SHALL E MADE. 1._C'_i__LOAD LIMIT$ -Ak ENT SECTION) ALL MOTCR VEHICLES OF THE CONTRACTOR. SwCDNTRACTCRS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE •MCTOR VEHICLE LAMS OF THE STATE OF WASHINGTON (1967 EDITION AND ,AMENDMENTS THEREOF) IN REC{RO TO SIZE, WFIL,±T, AN LOADS OF MCTCR VEHICLES. Pepe 6 6upUmntel 6pecirycet fcns (Rev 07/i` 'e P) 1-07.7 CONTINUA RAIMENT RILL NOT BE MADE FOR ANY MATERIAL THAT 16 DELIVERED IN EXCESS OF THE LEGAL WIGHT FOP WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW EKOF,EMENT AGENT. IA THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOF A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT. LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE UEIGM. AM LICENSED LOAD LIMITS. 1-07.9 WAGES [REPLACEMENT SECTION] THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCM. AM AMENDMENTS AMC ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL RAGE LAME AMC REGULATIONS ARE ALSO APPLICABLE. HDUPLY MINIMUM RATES OF WAGES AID FRINGE BENEFITS ARE 614 rN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AM FRINGE BENEFITS ARE LISTED, THEY ARE IN ACMRDANDE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER MA 83-6110. THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF 1T SHALL NOT PAY ANY WORKMEN. LABORERS. OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM PATES OF WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. 14 ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMPENSABLC HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED) THAT THE WAGE RATES AEC FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONEIEILITY AID ASSUMES THE FIB: OF ANY WCREAM LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHORN 1N THE CONTRACT. THE CITY DOES MET WARRANT OR REPRESENT THAT LABOP CAN BE PROCURED FOR THE MINIMUM PATES SET FORTH OR AS CHANGED. IT IE THE CONTRACIOF'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LY'ATION ACCEPTABLE TO THE CITY AID LABOR APO INDUSTRIFS, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILINC RAGE", A CCPY OF THE PREVAILING WAGE RATES FOP THE PROJECT UPON WHICH THE CONTRACTOR HAS 1601CATED THE APPRONIPATt NUMBER OF WORKERS IN EACH CLASSIFICATIONI AND THE ADDRESS AMC TELEPHONE pr NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AMC INDUSTRIES WHERE A COMPLAINT OR INQUIRY 14 CONCERNING PREVAILING WAGES MAY BE MADE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE If WASHINGTON DEPARTMENT LF LABOR AMC INDUSTRIES AND to to BY THE U. S. SECRETARY OF LABOR. IF THERE 16 A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING FATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY MCI LESS THAN THE WAGE WHICH IS THE HIGHER OF THE TWC. IF THE CANTRACIDR MARES USE OF APPRENTICES ON PROJECTS MVERHED BY WAGE RATES DETEPMIMM BY THE STATE DEPAFTMENT OF LABOR AMC INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PRDGPPH APPROVED BY THE STATE APPRENTICESHIP COUNCIL AM THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTIIE 1 EMPLOYEE. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SECRETAFY OF LABOR, HE SMALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED APO RECOGNIZED BY THE U. S. BUREAU OF APPRENTICESHIP APO M TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE IF APPPCVAL AND REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP APE TRAINING. THE CONTRACTOF SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE CF THE ESIRELISHED APPRENTICE JOUP140MAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL Of THE BASIS FOR ESTABLISHING SUCH PATIOS AMC RATES FOR THE PRWECI UNDER THE APPLICABLE COMPACT PROVIEMNS. , IN SaPPUawntAU SpKifnWticne ERev 07/16/651 PeGe 7 1-07.9 CONTINUED IF AM DISPUTE ARISES AS TO MINT ARE THE FREVAILING RATES OF RAGES FOR WOW OF A SIMILAR MATURE 10 THAT MNTEIPLATED UNDER THE CONTRACT APO SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OR INTEREST. IMCLIOING LABOR AM MANAGEMENT REPRESENTATIVES, THE MATTER SMALL GE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED 67ATES SECRETARY GE LABOR MIEN PREVAILINC WAGES _STABLISHED BY THAT OFFICE ARE INVOLVED). APO HIS DECISION THEREIN SMALL BE FINAL, CONCLUSIVE APO BINDING ON ALL =AFTIES INVOLVED IN TIE DISPUTE. :F THE CONTRACTOP MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE PATE FOR THE CLASSIFICATION AM FOR THE AREA IN WHICH WDRK IS 'FRFOR'ED, FROM THE INDU6TNIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES IN FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL FURNISH MEEKLY PAYROLL 6TATEKINTt TO THE _NGINEER. IF WEEKLY STATEMENTS ARE NOT UTILIZED THE CONTRACTOR SHALL FURNISH A CERTIFICATION, PRIOP TC EACH 'ROGE65 ESTIMATE PAYMENT. CONFIRMING THAT PREVAILING WAGE RATES LAVE BEEN PAID. IF THE COMPACTOR UTILIZES THE OCCUPATION CODE WHEN EU04IT71NG PAYROLLS AND MA4E AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SMALL BE SHORAN IMMEDIATELY 'OLLMWING THE OCCUPATION CODE NUMBER, I.E.M 10-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO RAGS PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATI'IES OF THE CITY DURING TIE LIFE OF THE CONTRACT AND FOR A PERIOD GE NOT LESS THAN TWEE (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 OR AGENTS OF THE :Q-RACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SMALL BE OPEN TC INSPECTION APO AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AIM CONDITIONS AS THE REC3MS OF THE CONTRACTDR. IF AN AUDIT IS TO BE COMMENCED MORE THAN SIXTY (601 DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT 16 TO BEGIN. 'EFORE PAYMENT 15 MALE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE .ONTRACTDR AND EACH SUBCONTRACTOR. A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES' (FORM L S I NUMBER 700-26 KASHIN67ON STATE DEPARTMENT ff LABOR AND INDUSIP:ES). UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY .F "AFFIDAVIT OF WAGES PAID" (FORM L K I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CEFTIFYINC TORT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION. THE CITY MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY GE "RELEASE FOR THE PROTECTION GE PROPERTY OWNERS AND GENERAL CONTRACTOR" (FORM L 6 I NUMBER 206083 THE STATE DEPARTMENT OF LABOR AN) INDUSTRIES). THESE AFFIDAVITS WILL BE REOLIRED SETCRE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCM 60.28.010, ARE RELEAS- O THE CONTRACTOR. FORMS MAY BE OBTAINEL FROH THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF 612.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AM "AFFIDAVIT GE IMAGES PAID" 15 REGUIREL TO ACCOMPANY EACH FORM SUBMITTED To THE DEPARTMENT GE LABOR AM IDUETRIES, THE CONTRACTOR IS RESPONSIBLE FUF ?AYMEHT OF THESE FEES AM SMALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARIPEHT OF ABOP AM IMUSTFIE5. THESE FEES SMALL BE IMIDENAAL TC ALL THE BID ITEMS OF THIS CONTRACT. PWV• 8 SuplerntWl SpWc,YlcetMunN (RN. 07/15/85) 7-07.P CONTINUED 1N ADDITION, TIE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINCTON STATE OEPANTMENT OF LABOR AND INDUSTRIES A -REQUEST FOR PELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR ANC INDUSTRIES. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED ACCORDINC 70 THE PROVISION OF ILL 60.26.010 APE RELEASED TO THE CONTRACTOR. "7.1118) SUBCDNTRA[11NU [ADDIIII'AAL SECTION] BEFORE PAYMENT OF THE FINAL ESTIMATE. THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AID OF WOMEN BUSINESS ENTERPRISE PAFIICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING ' THE AMCUWT6 PAID TO MINORITY BUSINESS AND OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 1ji11101 RECORDS AM REPORLS [REPLACEMENT SECTION] i THE CO NTRACTOP WILL BE PCWSfED t0 COMPLETE AID SUBMIT 711E FOLLOWING DOCUMENTS BEFORE PP06RESF AID OF PAYMENTS TC THE CONTRACTOR WILL RE APPROVED BY THE PUBLIC WOKS DIRECTORL 1, EACH MONTH - DEPARTMENT OF LABOR STANDARD FCW 257 J B. EACH JULY - STATE HIGWAY FORM PR-1391 'nL '*NER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOP OURINC THE PRECONSTRUCIION NEE-TING. AN EQW EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE E)(ECUIED BY THE BIDDER WITH HIS BID ProPOSAL ON THIS pRW.-- AD WHICH COMES WITHIN THE PROVISIONS IF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE 6ECPETARM W Nd.P AS PTVISED MAY 21. 1966. THE FORM OF CERTIFICATE WILL BE FURNISHED TD THE CONTRACTOR WITH THE pROH•,w1AL, ENRC'N :HE CONTRACTOR WILL WEED TO COMPLETE, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION. W..ND' .„1TP, v COWORATICN PAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SU13CONTRALIS SUBJECT T, THE ECUAL d'uLM'..1M,TV f,"E AM IF SO, WHETHER OR HOT HE HAS SUBMITTED ALL REPOFTS DUE UNDER APPLICABLE FILSN[ lour A,. FAILURE ON THE PART OF THE BIDDER TO FURNISH THE RECLINED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION GE HIS EID. IF A PROPOSAL LACKS AND EEC REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE SE AWARDED THE CONTFACI, THE CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE EN 7HE DIRECTOR OF PUBLIC WORKS TO PROVIDE THE SAME, 11 74 CONTRACTOR REUSES OF FAILS WITHIN THAT TIME TC PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUARANTEE, IN THE FOAM IF DOML, CHECK, OR CASH WHICH ACCOMPANIED THE W. WILL BE FORFEITED TD THE CITY. WHENEVER A CONTRACTOP REDLESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AM SUCH CONTRACT COMES WITHIN THE PROVISICNG OF 7HE EGUTAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY Bi, 1968, HE SHALL DETAIN THIS CERTIFICATION FRO' MIS PROPOSED SUBC01PACTON AM FORMIC IT TOGETHER WITH SUCH REOUES. NO SUBLONTRACT MILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. FOR THIS PURPOSE. CERTIFICATION FORMS MAY BE 007AIWO FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. JZQZ 13 CONTPPLTOF'S_pE590tb101 lY F R WCti� ]REPLACEMENT SEC710N1 THE WOiK SHALL OF UNDER THE CONTRAC'DP'S RESPONSIBLE CARE AM CHARGE, THE CONTRACTOR SMALL BEAR ALL LOSS AM 4A CAKAGE WHATSOEVER AND FROM WHATSOEVER CLAUSE, EXCEPT THAT CAUSE[ SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR IY ON OR 7C THE WOW CLRING THE FULFILLMENT OF THE CONTRACT. IF AN, SUCH LOSS OR DAMAGE OCCURS. THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OF DAMAC, AND IN THE EVENT OF THE CQNTRACTCR REFUSING OR NEGLECTING TO DO SL, THE OWNER MAY ITSELF OR BY THE EMPLOYMENT GE SOME CTHER PERSON WAKE WED ANY SUCH LOU OR DAMAGE, AM THE COST AM EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOP. THE CONTRARACTOP ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOP THE SAFETY OF 14I6 AM HIS SUBCONTRACTOR'S EMPLOYEES. L AM FOP H16 AND HIS 6UBCOMRACIOP'5 PLANT AND EQUIPMENT AM THE METHOD OF PROGECLTINO THE WOFV. R Pepe S SuPPLennt6l S{fc+TLutione (Rev Q7/16/B6] -07.13 COMIMUED URING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS HALL NOT BE DAMAGED THEREBY. ,0 PORTION OF THE WORK "BE SATISFACTCRY QUALITY OP EFFICIENCY WILL E AFFECTED BY UNFAVORABLE CONDITIONS GAALL E CONSTRICTED WHILE THESE CONDITIONS EXIST, UNLESS RY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, HE CONTRACTOR SHALL BE ABLE TO OVERCOME THFM. -P7 14 RESPONSIBILITY FOR DAMAM fADDITIDNAL SECTIONI HE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND IUD WITHIN THE PROJECT LIMITS AND ON AM STREET Ohl CH IS UTILIZED BY HIS EQUIPMENT FOR TINE DURATION E THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE ATERING TRUCKS, POWER SWEEPERS. AND ETHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, IC AVOID REATING A NUISANCE. wS'T AND MOO CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT. AND NO COMPENSATION WILL BE MADE FOR THIS ;ECTION. 'OMPLAIHTS OF DUST. MID OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP MILL BE TRANSMITTED TC HE CONTRACTOR AND PROMPT ACTION IN CORRECTING WILL BE REQUIRED BY THE CONTRACTOR. -07.16 PROTECTION AMC RESTCRATION IF PROPERTY (REPLACEMENT SECTIONL "HE OWNER WILL OBTAIN ALL EASEMENTS AMC FRANCHISES PEOUIRED FOR THE PROJECT. THE CONTRACTOR BALL LIMIT HIS PERATIOA 70 THE AREAS OBTAINED AMC SHALL HOT TRESPASS ON PRIVATE PROPERTY. THE MM S MAY PROVIDE CERTAIN HANDS, AS INDICATED IN CONNECTION WITH THE WORI( UNDE, HF CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER 1 .c PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN IR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE IF MATERIALS. HE SHALL ,ONSTRUCT ALL ACCESS ROADS, DcTOUP ROADS. OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OFEMTIUNS. THE COMRACTCR 3HALL CONFINE HIS ECUIPMENT. STORAGE OF MATERIAL. AND OPERATION RF HIS WORKERS TO THOSE AREAS SHOWN AND ]ESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. OF K%A . ALL CONSTRUCTION WORK UNDER THIS CZNTRA,- nN EASEMENTS. RIGHT-IF—WAY, OVER PRIVATE PROPERTY UP =RAHCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, FIGHT-ff-WAY OR FRANCHISE, ALL WORK SHALL BE ACCOMPLISHED SO AS TO :AUSE THE LEAST AMOUNT OF DISTURBANDE AND A MINIMUM AMOUNT IF DAMAGE. THE CONTRACTOR ;HALL SCHEDULE HIS WORK 60 THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AMC TRENCHES SHALL NOT E OPEN FOR MORE THAN 48 HOURS. 3. GTRUCTURES, THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY E NECESSARY FOP THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION A6 FOUND. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY E DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. :. EA T6 CULTIVATED AREAS AND 07HEP SURACE IMPROVEMENTS ALL CULTIVATED AREAS, E17HER AGRICULTURAL OR _AWNS. AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SMALL E RESTOFED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. ARICA TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF—WAY, THE COMPACTOR SHALL STRIP Top SOIL FROM THE TRENCH :R ODNSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY E REPLACED BY HIM, UPON COMPLETION IF �ONSTRUCTIDN. ORNAMENTAL TREES AND SHRUBBERY SMALL E CAREFULLY REMCVED WITH THE EARTH SURROUNDING THEIF ROOTE WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 46 HOURS. Pe;e 10 Gr.p Lawntol Specifications (PAY 07/15/85) � y_p_�,i4 cONTInuED ALL SHRUBBERY OR TREES DESTROYED OP DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE WAR. IN THE EVENT 7HA1 IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD ' EHALL BE CAREFULLY CUT AM POLLED AIL REPLACED AFTER TIE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SMALL BE CLEANED BY SWEEPING OR OTHER MEANS. OF ALL EARTH AIL DEBRIS. THE CONTRACTOR SMALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOATYPE BACKHMS USED BY SIDE SEWER CONTRACTORS FOR ALL NOW, INCLUDING EXCAVATION AND BACKFILL. ON EASEMENTS OR RIGHT -OF-WAY WHICH HAVE LAM, AREAS, ALL FENCES, MARKERS, NAIL BOXES. OR OTHER TEiPOFAFY OBSTACLES SHALL BF REMOVED BY THE CUNTRACTUF AM .0 IMMEDIATELY REPLACE, AFTER THE TRENCH IS bACKFILLED. IN THEIR ORIGINAL PO£ITION. THE CONTRACTOR SMALL NOTIFY THE OWNER AM PROPERTY OWNER AT LEAST 24 HOURS 114 ADVANCE OF ANY WOW. DONE ON EASEMENTS OR PIWTS-OF-WAY. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT HAY RESULT FROM DFVATERING AIL/OR OTHER CCKSTPLCTION ACTIVITY UNDER THIS CONTRACT SHALL BE REMORED TO THEIR ORIGINAL CONDITION OR BETTER. THE DPICINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AID/OR INSPECTJDK MACE PPICF TU CONSTRUCTION. ALL SUCH NOW SMLL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AM THE OWNER AT THE EXPENSE SF THE CONTRACTOR. 0. STREET¢. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STRbAS (TRAVELLED YAYSI USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OP MATERIAL IMMEDIATELY AVAILABLE TO MACE NECEGSAN REPAIR£, THE CONTRACTOP SMLL SO INFORM THE OWNER, THE OWNER WILL MAKE THE NECESSARY REPAIRb AM THE COST SF SUCH PEPAIRS £HALL OF PAID BY THE CONTRACTOR. 1-07.17 UTILITIES AM SIMILAR FACILITIES LDITIONAL SECTIghl LOCATION AM DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UMEPGROUHC FACILITIES ARE IN ACCORDANCE N.TM THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AM MEASURING. THE OVER DOES NOT GUARANTFI THE EI7E AM LOCATION OF EXISTINC FACILITIES. IT SHALL BE THE CONTRA IOP'S RESPONSIBILITY TO CONTACT ALL PUBLIC AM PRIVATE COMPANIES HAVING UTILITIES AM/OP FACILITIES IN THE `7..NIT LF THE CONSTRUCTION AREA. CALL BEFORE YOU DIG THE 46 HOUR LOCATORS 1-800-424-55b$ IF, IN THE PROSECUTION OF THE NOW.. IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEVERS, UMEMRAINS, CONDUIT. UTILITIES, SIMILAR UNDERGROUND STRUCTURES. OP PARTS THEREOF, THE CCNT"CTOR SHALL BE RESPONSIBLE FOR, AM SHALL TAKE ALL NECESSARY PRECANIMS TO PROTECT AM PROVIDE TEMPORARY SERVICES FOR FAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, WAIR ALL DAMAGE TO SUCH FACILITIEE OF STRLICTUPES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITYI -XCEPT FOP CITY OWNED FACILITIES WHICH %ILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOP'S EXPENSE, OR BY THE CONTHACIOP AS DIRECTED BY THE CITY. ]_Q,7,18 PUF4I C_)IAEILITY AM PROPERT DAMAGE IPEPUCErJ 1.T 6ECTIONI THE MINIMUM POLICY LIMITS SF SUCH INSURANCE SHALL BE AS FOLLOWSt THE AMOUNT SF COVERAGE £.ALL BE NOT LESS THAN A SINGLE LIMIT OF 4500,ODD FOP EMILY IN.LFV II'CLUC INC OEATM AM PROPEPTV DAMAGE PEP OCCURRENCE. IN ADCITIM, AN UMSFFLLA INSURANCE COVERAGE OF NUT LESS THAN $5,000,MC SMLL -M BE PROVIDED. WITH THE OWNER AM ENGINEER ADDITIONAL NAMED INSUREDS. THESE LIMITS SHALL APPLY TC CUMFFLNEtd:VF Lt NERAL LIAbILITY INSURANCE AM VEMICLE LIAbILIT INSURANCE. b bVpplesente: CperfTuationA (Re% 07/15/85I Pepe 11 -n7,18 CONTINUED ' 'HE CONTRACTOR SHALL FURNISH THE CITY WITH SATISFACTORY PROOF 7 C.'.•.nIAGE OF THE INSURANCE REWIRED. -07.23T1] 'UBLIC CONVENIENCE AM SAFETY [ADDITIONAL SECT101 "HE CONTRACTOR SMALL NOTIFY BY MAIL ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRICTION. THE ;ON'TRACTOP SHALL NOTIFY ALL LOCAL POLICE, TRANSIT, AM FIRE DEPARTMENTS BY MAIL PRIOR 70 CONS?RUCIIDN, NAMES AM ADDRESSES WILL BE FURNISHED BY THE OWNEP THE CONTRACTOF SMALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A 'INIMN OF THREE DAYS PRIOR TO CONSTRUCTION 1N FRONT OF EACH PROPERTY. -07.231.1) FLAGMEN.. BARRICADES. AM SIGNS,.REPLACEMENT SKI IDN1 FLAGMEN, BARRICADES, SIGNS AM TRAFFIC CONTROL FURNISHED SMALL CONFORM TO THE 67AMATCS ESTABLISHED IN THE .ATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION, :[PIES MAY BE PURCHASED FROM THE GUPERINTENOENT E DOCUMENTS, U. S. GOVERNMENT PRIMING OFFICE, WASHINGTON, ).C„ 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLANS) APPEARING IN THE COMPACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PUN, HE WAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PUN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AM BARRICADES IEIAJIRED FOR THE PROJECT, AM SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IRA ADVANCE E THE TIME THE SIGNS AID BARRICADES WILL OF. REQUIRED, THE CONTRACTOR _HALL, AT HIS On E(PENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AM EQUIPMENT, CONSTRUTION WARNINGS. AM NIGHT LIGHTS IN ORDER TO PROTECT THE PUBS;C AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.%,D.l. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AM BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SMALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AM BARRICADES AM DEDUCT SUCH COSIS FROM PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE OILER OF WORK MODIFIED, THE HOLNS OF 4DTR MODIFIED OR THE WORD HAL7EV ALTOGETHER AT THE ENGIM•_p'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES E ACTION NECESSARY TO PROTECT THE PUP'.0 OR THE CONTRACTOR'S SAFETY, HEA ITN, AM WELFARE ALL SIGNS RF.MUVED SMALL BE GALA ED AM DELIVERED TO THE CITY YAM. ALL COSTS IN COME^TION WITH THE PROTECTION AM MOVEMENT OF VEHICULAR AM PEDESTRIAN TRAFFIC SHALL BE CONSIDERED :NLlfLNTAL TO THE WORK INVOLVED OR SHALL BE INCLUDED IN THE LLBP SUM PRICE IT94 "TRAFFIC CUNTROL" IF SUCH AN ITFJI IS INCLUDED IN THE PROJECT, TRAFFIC MOVEMENT SHALL HEREIN E DEFINED AS APPLYING TO BOTH VEHICULAR AM PEDESTRIAN TRAFFIC. THE ENGINEER SHALL E THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE (1.e. PROJECT ENGINEER. INSPECTOR) AS USED THRCUCHOUT THIS UPECIFICATION. THE FOLLOWING IS A SUMMARY OF REGULATIONS TWAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PROJECT, BUT ODES NOT LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AM HIGHWAYS^, AS WELL AS THE FEDERAL HIGHWAY ADMINISTRATION (FHA) "TRAFFIC CONTROL IN CONSTRUCTION AM MAINTENANCE WOW ZONES" TECHNICAL REPORT MAY 1977, SHALL OF USED AS A GUIDELINE FOR THIS PROJECT. 2. AT TH,E PROJECT PRE COWTRLCTION CONFERENCE THE CONTRACTOR SMALL DISCUSS HIS TRAFFIC CONTROL PLAN AM DESIGHA7E THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WLRK SITE. THE TOP SHALL INCLUDE DESCRIPTIONS E THE TRAFF.0 CONTROL METHODS AM DEVICES TO E USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS AM WILL E SUBJECT TO REVIEW AiD APPROVAL BY THE ENGINLER. Page 12 SuplaaantaL Spacl THcat,onA (Rsr 07/15/85i ' 1-07.E3131 CONTINUED 3. DARING ALL PRA£EE OF COW7R.CTICN, TRAFFIC MOVEMENT SRALL EF MAINTAIN;) AS AFAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT CF WY LINE. 4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC DUPING PEAK TRAFFIC PERIODS, Sa30 TO 0:30 A.M. APO 3t00 to 62D0 P.M. OR AS R:RECTED BY THE ENGINEER. B. ON OR BEFORE THE FII-T DAY OF WORK AFFECTII 'TRAVELED ROADWAY. THE COMPAC70P WILL BE REWIRED TG PAVE TPA: TRAFFIC CCM.TROL DEVICES TD LE OEM INSPECTED AND APPROVED 61 THE ENGINEER AS TU COT4LIANCE !'ITN MUTCG/FhWA STANDARDS, NO WORK SHALL BE DONE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY SIGNS AM TRAFFIC CONTROL DEVICES ARE IN PLACE. B. WORK SITE TRAFFIC CONTROL WILL BE SUBJECT TC PERIODIC INSPFSTIO/ BY TH.E ENGINEER; THE CONTRACTOR WILL BE PEOWR® TL TAKE TIMELY AM APPROPRIATE ACTICN TO CORRECT CONDITIONS THAT APE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEMENT. 7. IF THE CON'TRACTOF FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN ORDER A 670P TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECT®, OR OFOER. CORRECTIVE ACTIONS 10 BE PERFORHED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE THE CONTRACTOR. THE CONTRACTOR SMALL BE PESFONSIBLE FOR PROVICING ADEOUAlE FLAGMEN, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, APE THE CCNIRACIUP AND HIS SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AM PROPERTY SUFFERED BY REASON OF THE CONTRALTOP'S OPERATIONS OR AM NEGLIGENCE IN CONNECTION THEREIN. 1-07.Z3161 DUST CONTROL IADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1.500 GALLON CAPACITY WATEF TRUCK WITH A PRESSURE 'TRAY SYSTEM DESIGNED TOP STREET CLEANING. THE STREETS SHALL BE CLEANED OF DLST AMC DEBRIS AT THE ENO OF EACH WORKING DAY. IN DITION. THE CONTAAC70A BEALL PROVIDE 6PRINKLINC, AS NECESSARY. TO ALLEVIATE DUST NUISANCE OP AE DIPECTED BY HE ENGINEEP. 1-07.34 RISKS OF NAY 1ADDIT30NAL SECTIUNI THE CITY SHALL OFTAIN ALI EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IWPDVERENTS WY LOCATED ON PRIVATE PROPERTY AM PAY ALL COSTS OF THE SAME. COPIES OF ALL FASEMEN76 AND ACCESS PERMISSION WILL I BE PRCV]DED TO THE COMRACTDF. THE COMFAC-�R 6WAL PERFORM ALL NCR( ON PRIVATE PROPER" 11, 61FICl CwL:ANCE WITH THE TERNS AM CONDITIONS OF THE EASEMENT.; AM RIGHT-CF-ACCESS DOCUMENTS. !� 1-06 PFOMUT10H AND PROGRESS 1-08.3 PRGGPESS SCY'DUUE IFEPLACC PEE 6ECTyQN] S IMMEDIATELY APTEP EXECUTION AND DEL'VERY OF THE CONTRACT, APO SEFCPF TIE FIRST PARTIAL PAYMENT IC MADE. THE CONTRACTOR SHALL DELIVER TO THE ENGIIIIEF AN ESTIMATED CON6TPUC71LN PROGRESS SCHEDULE IN A FORM 641ISFAClOET TO N THE ENGINEER, SHOWING THE PROPOSED DATES OF COWENCEMEM APO COMIPLETION OF EACH OF THE VAP10Ub PAT ITEMS OF WORK RECUIRED UNDER THE CONTRACT DODWEKTS AND THE ANTICIPATED AMOUNT EF EACH MONTHLY PAYMENT THAT WILL BECOME DUE IC THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOF SHALL ALSO FUPMSH PEPI(DIC ITEMIZED ESTIMATES OF MDR DOME FOP THE PURPOt OF MAKING PAFTIAL PAYMENTS THEREON. THE COST INCURRED OK MAKING UP AM IF THESE SCHEDULES WILL BE USED ONLY FOR DETEPMIM:Nf THE U4tE4S (F PAFTIAL PAYMENTS APO WILL NCI BE CONSICEREL AS FIXING A BA615 FT' ADDITIONS TO OH DEDUCTIONS FROM THE CONTRACT. {44 Supldemrtok 6pecifueticns (Rer 07/16/65) P&G. 13 1-06.3 CONTINUED 3HOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF 'TMIS FIRST PROGRAM, THE CONTRACTOR SMALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUR OPERATIONS, METHODS, AND EQUIPMENT. ADDED LABOR FORCES OR WORKING SHIFTS, MIGHT ' WSW. ETC., BY WHICH THE LOST TIME WILL BE MADE UP, AND CONFER WITH THE ENGINEER UNTIL AM APPROVED MODIFICATION ORIGINAL SCHEDULE HAS BEEN 6ECU4ED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND'O CONFLICT WITH THE CONTRACT PROVISIONS, IT SMALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WEAK SHALL 3E PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. 3AYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST 16 MADE AND UNTIL AN APPROVED KDIFIED 3CHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD, FXECUTION OF THE WOW ACCORDING TO THE ACCEPTED ,TCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. '-08 3111 PRE-CONSTRUCTION COWEMWE IMP SECTIO141 PRIOR TO 1HE START OF CONSTRUCTIC„ THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI 'JBLIC UTILITY COMPANIZS, AND O-CR INTERESTED PARTIES SHALL ATTEND A PRE-CONSIPLCTION CONFERENCE, WITH TIME, 'LACE, AND DATE TO SP DETEMTNED AFTER AWARE) IF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE f0 REVIEW PROGRESS A.D DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, 'LACE AND DATE OF THESE WEEKLY MEETINGS SHALL BE ESTABLISHED I- THE PRE-CONSTRUCTION CONFERENCE. i-OB.4 PROSECNTICN QE WOW f ADDITIONAL SELTIONI THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COME K ING WORK. THE GAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 811 FROM A PHONE WITH A RENTON EXCHANGE TELEPHONE NUMBER, AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIr,HT-Olt _WAY. THE CONTRACTOR Sl. _L ALSO NOTIFY PROPERTY OWNERS ADJACENT 10 THE CONSTRUCTION AREA. INDICATING THE DURATION AND PROPOSED TIME IF ACCESS CLOSURE TO THEIR PROPERTY. 7-OB s TIXE OF L:OMP�ETxgN (ADDITIONAL SECTION: REPLACE PARAA.APH 1 WITH: THE CONTRACT TIME SMALL START 10 DAYS FROM THE DATE MF THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN A6 A NON WORKING DAY. A NON WORKING DAY IS DEFINED AS A SATUfDAY, SUNRAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS SPECIFICALLY REQUIRED BY ONE CONTRACT TO SUSPEND CONSTRUCTION ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDAFD SPECIFICATIONS ARE DELETED AND VOID. RECDGNIZET HOLIDAYS 3NNLL LE AS FOLLOWS: NEW YEAR'$ DAY, LINCOLN'S BIRTHDAY, WASHINGTON'S BIRTWAY, MEMORIAL DAY, JULY 4, LABOR DAP, VETERANS DAY, THANKSGIVING AID THE DAY FOLLOWING, AND CM:STMAS EVE AND CHRISTMAS DAY, THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY ODCLRS ON A TUEEDAY OR FRIDAY. THE DAY AFTEF CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A NOWAY, WEDNEIDAY, OR THUREDAY. WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PRECEDING WORKING DAYS SHALL BE OBSERVED AZ HOLIDAYE. WHEN CHPIETHAS DAY OCCURS ON A SUNRAY, THE TWO WAKING DAYS FOLLOWING SHALL SE OBSERVED AS HOLIDAYS, -HE CONTRACTOR IS EXPECTED TC DILIGENTLY PROSECUTE THE WCR. TO COMPLETION IN ALL PARTS AND REOUIRE3MENTE. THE °POJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR F.IDS. °pa 14 6uP,4Wrnt4l GP.. Iva] , L,16.5 CONTINUED PROVIDE]), HOWEVER, THAT THE CITY SMALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WOWS DEPARTMENT, CITY OF RENTON, WA, TO EXTEMU THE TIME OF COMPLETION OF SAID NOW. NO EXTENSION SWILL BE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOIL OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL N07 FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING US AN EXTENSION OF TIME FOR THE COMPLETION OF THE WOW, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REWIRED. M 1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECT DN THE LIQUIDATED DAMAGES DO N07 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 RE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD, 1-03.11 OVERTIME WORK BY OWNER EMPLOYEES [NEW SECTIONI WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WOW OVER THE ACCEPTED B HOURS PER DAY OR 40 MOUSE PER WEEK, OR ON ANY CITY MOLID.f. AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY Al THE RATE OF E50 PER HOUR. THE CITY SMALL PAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SMALL NOTIFY THE CONTRACTOA OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR 00 EACH MONTHLY ESTIMATE. 1-08.12 CONTRACTOR'S PLANT AND EQUIPMENT [NEW SECTIONI THE CONTRACTOR ALONE SMALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIEICY OF HIS AND HIS SUBCONTRACTOR'S PUNT AID EQUIPMENT. THE OWNER SMALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S PUNT AND EQUIPMENT IN THE PERFORMANCE OF ANY WOW ON THE SITE OF THE WORK. THE USE BY THE OWNER OF SUCH PLANT AID EQUIPMENT SMALL BE CONSIDERED AS EXTRA WOW AID PAID FOR ACCOFOINGLY. NEITHER THE OWNER NOR THE ENGINEER .S3UME 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 AID THE OWNER. THE CONTRACTOR SMALL EMPLOY SUCH MEASURES AS 7 1:TIONAL FENCING, BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AID HIS PLANT AND EQUIPMENT, THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. 1-08.13 ATTENTION TO WORK [NEW SECTION] THE CONTRACTOR SMALL GIVE HIS PERSONAL ATTENTION TO AID SHALL SUPERVISE THE WOW l THE END THAT IT SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WOW SITE, HE SHALL AT ALL REASONABLE TIMES BE F'SRESENTED BY A COMPETENT SUPERINTENDENT WHO SMALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABDI. WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONT.:.7UF. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITFUL OBSERVANCE OF ANY INSTRUCTIONE DELIVERED TO HIM OR TO MIS AJ,HDRIZED REPRESENTATIVE. 1-09 MEASUREMENT AND PAYMENT "SA MEASUREMENT OF QUANTITIES IADOITIONAL SECTION) THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REGUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN OFCER FOR PAYMENT TO BE MADE, YF A. BY TRUCK H PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WMICH DO NOT SHOW TYPE OF NATER:AL. GROSS WEICHT. TARE WEIGHT, TRUCK NUMBER, DATE, WEIGHASTERS CERTIFICATION,AND INSPECTOR'S INITIALS. * Supkamr.ta' Specificetioec (Ras 07/15/851 Pepe 15 -08.1 CDNTINUED SCALE CERTIFI('ATIDN SALL SE SUBMITTED AS EARLY IN THE PROJECT AS POSSIf.E, cACH WEIGHT a.ATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. TIE WEIGHT LIST SMALL BE MAINTAINED IN DUPLICATE WITH ONE SIGN® COPY TRANSMITTEE, DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SMALL MEASURE THE TRUCK VOLUME APO CERTIFY AS TO ITS FULL LOAD DELIVERY. i BY OTHER MEANS METHOD FOP MEASUREMENT AND PAYMENT FOP MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD ff TUE CONTRACT, -08.3 SCOPE OF PAYKE [ADDITIONAL 6 CT N ILL COSTS AND EXPENSES FPR ITEMS OF WOW, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS ,ID ITEMS IN THESE SPECIFICATIONS SMALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT SP ANY KIND WE, BE LADE FOR THESE INCIDENTAL ITEMS. -APTIAL PAYMENTS ON ESTIMATES NAY BE WITHHELD UNTIL A WOW rPOGRcSS SCHEDULE, AS DESCRIBED IN SECTION B, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WDFFAANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS. THE CITY MAY HAVE: THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC ARKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CI'Y; 'VIDED THc CITY MAY NEGOTIATE PAY-ENT OF A _OMER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. 'AYMENT AD -IPE INSTALLED SMALL BE WE ON THE FOLLOWING SCHEDULE. ONLYU CONDITION OF PIPE INSTALIFL PERCENT OF BID PRICE PAID PIPE INSTALIED AMC MOT TESTED. 80.0% PIPE INSTALLED AND TESTED. 80.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 1CO.0% 2-01 CLEARING. MINING, AND FAADSIDE CLEANUP DISPOSAL OF USABLE MATERIAL S DEBRIS [PARTIAL NEPLACEMENT SECTION) ]ELETEM eThE CONTRACTOR STALL DISPOSE OF ALL DEBRIS BY UK OF THE THREE DISPOSAL METHODS DESCRIBED BELOW." AEC: 'THE CONTRACTOR SMALL COMPLY WITH ALL LAWS AND RULES GOVERNING THE DISPOSAL OF DEBRIS AND CONETRUCTION MATERIALS IN APPROVED LAND FILLS." i-01.2[1) DISPOSAL METHOD NO, 1 - OPEN BURNING - DELETE =7t.2121 DISPOSAL METHOD No. 2 CONTROLUS BURNING - DELETE -01,2131 DISPOSAL METHOD N0. 3 - DELETE -01.2[41 013POSAL METHOD K. 4 LAND FILLS (ADDITIONAL SEC71DNI ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY THE OWNER OF THE CONTRACTCR OR DISCOS® OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPROVED ANL LILENGED BV THE APPROPRIATE GOVECNING BODY. Pace Is SuPUeeenteU Spec ificstions (Rev 07/15/851 e-01.3141 OWSIDE CLEANUP - DELETE L91 S PAYMENT IPAMIAL REPLACEMENT SECTIONI DELETE ITEM 4 2-02 NIAOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.313l REMOVAL OF PAVEMENT SIDEMALKS AND CURBS ADO: S. WHEN AN AREA WHERE PAVEMENT HAS BEEN REMOVED 18 TO BE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING PAS BEEN F141SHFD, TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SHALL BE REQUIRED. TLMPoMRY COLD MIX PATCHING SMALL IF PLACED TO A MAXIMUM DEP'H OF 1 INCH IMMEDIATELY AFTER BACKFILLING AMC COMPACTION ARE COMPLETED AMC BEFORE THE LOAD IS OPENED TO TRAFFIC. M 2-02.5 PAYMENT ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM. 2-03 ROADWAY EXCAVATION AND EMBANKMENT �-03 1 DESCPIPIION fPART'AL REPLACEMENT 6ECTIDHI ,L� REPLACE PARAGRAPH 2 WITH: MF THE WOW INCLUDES THESE ITEM5 UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: 00 1. HAUL 2. SLOPE ROUNDING 3. EXCAVATION OF STRUCTURES, DITCHES AND CHANNELS. 4. REMOVAL OF UNSUITABLE MATERIALS. 5. REMOVAL OF PAVEMENT , SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTPUDED CURBS, AND OTHER SIMILAR io SURFACE IMPROVEMENTS ROCK CUTS 1PAMIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 C/ ,.ED BUSTING WITH: E� CONTROLLED I. TING — BEFORE BLASTING MILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE ENGINEER AND LDR.AL POLICE AN' FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. D'- APPROVED BEFORE AM BLASTING BEGINS, THE ENGINEER MILL REQUIRE THE CONTRACTOR TO PROVIDE INFORMl TIDN ON HOW DRILLING, LOADING AND SHOOTING WILL BE ACCOMPLISHED. ALSO, THE CONTAALTOR WILL PROVIDE A DETAILED }4 EXPLANATION OF WHAT PRECAUTION MILL BE FOLLOWED IF BLASTING IN AN URBAN OR RESIDENTIAL AREA. R-".?L141E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTIONI to E WHEN SHOWN ON THE PUNS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABL, MATERIAL KAY CONSIST OF PLAT, MILK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STOMPS. THE MATERIAL SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT FULL BEARIIIG ON SOLID GROUND. MATERIALS EXCAVATED EACH THE ROADWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHEr FY DRAGLINE OPERATION OR BY SPECIAL EXCAVATION METHODS } REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FDA AM . I EXCAVATION, IN WHICH CASE MEASUREMENT AND PAYMENT AS 'UNSUITABLE FOUNDATION EXCAVATION' ON A PER CUBIC YARD BASIS MILL APPLY. k SUPLeeenteL SPecificat on& (Rev 07/15/851 Foge 17 -03.31141F DISPLACEME- E UNSUITABLE FOUDATION NATERIAIb - DELETE -03.5 PAYMENT [PARTIAL REPLAUMENT SECTION) MD TO BEGINNING JF PARAGRAPH 1, ^ALL HATERIQ UNITS COVERED IN THIS SECT10N SMALL INCLUDE THE MALL TC AND FROM THE JOB 611E AE PART OF THEIR UNIT PRICE. REPLACE PARAGRAPH 1 ITEM 1 WITHR "WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SUBGRADE, UNIT CONTRACT PRICES FOR ROADWAY FXCAVATIUN AID HAUL SMALL APPLY. IF HE .;RIDERS EXCAVATION MORE THAN 2 FEET BELOW SUBGRADE, THAT PART 2ELOW THL 2-FOOT DEPTH SHAL1. BE PAID FOR AS PROVIDED FOR IN SECTION 2-03.513) UNSUITABLE FOUNDATION EXCAVATION: EPLACF TEXT IF ITEM 3 WITH: "UNSUITABLE FOUNDATION EXLAVA' JN', PER CUBIC YARD. WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES. THE CONTRACT PRICE PER CUBIC YARD SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING. PLACING OR OTHEiRWISE DISPOSING IF THE MATERIAL INCLUDING HALL, WHEN NO BID ITEM FOR 'UNSUITABLE FOUNDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES. BUT AN ITEM FOR FOUNDA7ION MATERIAL CLASS A OR CUSS B APPEARS IN THE SCHEDULE OF PR:CE6, THE PAYMENT STALL BE AS SET FORTH IN SECTION 2-09.5.7. WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDEDD IN THE CONTRACT SUCH W IK AS MAY BE ORDERED BY THE ENGINEER SHALL BE ACCOPLISHED AS EXTRA WOFK AND PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1-04.4. aEPLACE TEXT OF ITEM 7 WITH[ 'ALL COST FOR EMSANKMENT COMPACTION SHALL BE INCIDENTAL TO EITHER PAY ITEMS INVOLVED.' 2 04 HAIR '-04.5 PAYMENT IRBL4CEMENT SECTIDNI ALL COSTS FOP THE HAULING OF MATERIAL To, FROM ^P ON TFE JOB SITE SMALL BE CONSIDERED INCIDENTAL TO AM INCLUDED :N THE UNIT CONTRACI PRICE OF OTHER UNITS OF WORK. '-% ELOPE TREATMENT 05.5 PAYMENT IR®AACEMENT SECTION[ ILL COSTS FOP SLOPE TREATMENT SHALL E CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER NITS OF WONL, 2-06 STRIUCT1BE OVATION 2-09.1 DESCRIPf}SIN 'SIPP sMENT' 6 "TION] THIS WORK ALSO INCLUDES THE EXCAVATION , HAUL AND DISPOSAL OF ALL UNSUITABLE MAIERS.,LS SUCH AS PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, IHCLI7)ING BUFIED LOGS AND STOPS, - IOS.3ItlC REMOVAL OF UNSTABLE VISE MATERIAL fPARTIAL REPLACEMENT SECTIDNI REPLACE PARAGRAPH 2 WITH, GRAVEL BACKFILL FOR FOUNDATION M.TEFIAL SHALL E CRUSHED OP PARTIALLY CRUSHED MATERIAL MEETING THF. REQUIREMENTS OF SECTION 8-30.78 FOP GWATIOH AND QUALITY. Ppe 16 SWOMPtOl Specifications (Rev 07/1Si B51 2-09 3N 10 DISPOSAL OF FXCAV'AIM MATERIAL IPARTIAL REPLACENENT SECTIONI REPLACE THE SECOND AND THIRD PARAGRAPHS WITH: THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOR LOACING AND HAULING THE MATERIALS. 2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION] MINIMUM TRENCH WIDTH FOR PAYMENT SHALL BE 1 FOUT. Ei HORIZONTAL LIMI1 FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MORE THAN 50 INCHES IN SPAN, STRUCTURAL PLATE PIPE. AID UNDERPASS SMALL BE 1.5 FEET. ./ LOWER LIMITS FOR PIPE. THE BGTTDM OLRSIOE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING MATERIAL WILL SERVE AS THE LOWER L11417 FOR MEASURING EXCAVATION. THE ENGINEER MAY SFT ANCTHER IIMIT WHEN EXCAVATION MUST RE MADE BELOW GRADE. N� DELETE THE LIST TWO PARAGRAPHS. E-0B.5 N'..YNENT IRCPLACEMENT SECTION) WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS. THE OWNER WILL PAY AS FOLLOWS: 1. "STRUCTURE EXCAVATION CUSS A.-PER CUBIC YARD. 2. "STRUCTURE EXCAVATION CLASS B.-PER CUBIC YARD, LLY�, ES' THE UNIT CONTRACT PRICE PER CUBIC YAW FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOP ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PUPING INL.UDING HAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TO EXCAVATE BELLOW THE FLEVATIONS SHOWN ON THE PUNS, THE UNIT PRICE PER CUBIC LYARD FOR "STRUCTURE EXCAVATION CLASS A OR B" SHALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PUNS DR THE ENGINEER REQUIRES. THE OWNER WILL NOT PAY FOP MATERIAL EXCAVATED FROM BELLOW THE REQUIRS) ELEVATIONS, IN THIS CASE, THE CONTRACTOR, AT MIS EXPENSE SMALL RE:LACE SUCH MATERIAL WITH CON]RET, OF OTHER MATERIAL THE ENGINFER APPROVES. WHEN "STRUCTURE EXCAVATION CUSS B" IS NOT INCLUDED IN THE BID ITEMS THEN AL. EXCAVATION. AND ALL HAUL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS. TOGETHEA WITH ALL LABOR, TOOLS AM EQUIPMENT REQUIRED TG EXCAVATE TO LINE AND GRADE FOR ANY PIPE. CULVERT OR CONDUIT SHALL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO ADDITIONAL PAYMENT SHALL bE MADE. E' S. "SHORING AND CRIBBING OR EXTRA EXCAVATION CUSS A.....," LUMP SUM. ■ THE LUMP SUM COIIfRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS. TOOLS, AMC EQUIPMENT NEEDED TO BUILD, DETHATER, PUCE RIPRAF TO PREVENT SCOUR, AND REMOVE THE SHORING, CRIBS, COFFERDAMS OR CAISSONS. � IF THE ENGINEER REWIRES SHORING, CRIBS, COFFERDAMS, OR CAISSOW WHEN THE CONTRACT PROVIDES NO BID ITEM FOR SUCH WOW, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE COMPACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CUSS A 7H1AT EXTENDS BELOW THE ELEVATION SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUMP SUH PRICE AND NO MORE WHEN THE EXTRA EXCAVATION DEP-H DOES NOT EXCE© THREE FEET. FOR DEPTHS GREATER THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN SECTION 1-04.4. S. "GRAVEL BACKFILL(KIND)." PER TON. THE UNIT CONTRACT PRICE PEP TON FOR THE KIM AND CLASS OF GRAVEL BACK'ILL USED SMALL BE FULL PAY FOR ALL LAMP, MATERIAL. TOOLS, AND EQUIPMENT USED. L� S6p:aeentaL Speciflcbtionc (Rev 07/15/85) P.Ve 19 -05.5 CONTINUED ^FOUNDATION MATEPIAL CUSS A OR CLASS B". PER TON, IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PUNS TO REMOVE MNI6TABLE., OR UNUSABLE, OR UNSUITABLE MATERIAL IS REQUIRED BY TIE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REWIRED TO EMCAVATE, LOAD. MAUL, AND DISPOSE E SUCH MATERIAL. APO TO REPLACE THE MATERIAL WITH FOUNDATION MATERIAL CUSS A OR CLASS B SMALL E PAID IN THE BID ITEM "FOUNDATION MATERIAL CUSS A OR CUSS B"(SECTION 8-03.12(1)). PER TON AID NO ADDITIONAL PAYMENT SMALL E ME. -11 TAIMHIN6 AND CLEANUP -11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION[ OD TO PARAGRAPH It 7. REMOVE TREES, SNAGS, DOWN TIMER, UPTURNED STUMPS, URGE ROCKS AND BOULDERS. Am OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING. S. THIN TRLES OR BRUSH AS REQUIRED BY THE ENGINEER. B. FILL HOLES AND EOOTH APO CONTOUP THE GROUND. 10. SHAPE THE EPOS OF CUTS AND FILLS TO FIT ADJACENT TENAIN AND TO ENHAWi THE AREA'S APPEARANCE. 11. OBLITER.TE ABANDONED ROADS AND RESHAPE THE AREAS TO BJ14D NATURALLY WITH SURROUNDINGS. r04 ASPHALT CONCRETE PAVEMENT r94.5 PAYMENT (PARTIAL REPLACEMENT SEMPU ALL COST FOR THE ITEM 12 CRACK SEALING. 13 TE PGRARY SIFIFING. G 14 REMOVING 704POPARY STRIPING RhALL BE -MNSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK.' 5-0B CEMENT CONCRETE PAYEMET 5-05 5 PAYMENT [PARTIAL (REPLACEMENT SECTIDNI REPLACE ITEM 7 WITHR 1. 'CEMENT CONCRETE ORIVENAY", PER SQWPE LARD '-01 DRAING '-C1,4 MEASUREMENT [ADnIT10RA'. SECTION] NOD TO PARAGRAPH ?t 'WHEN THE CONTRACT DOES NOT INCLUDE '6TRUCTLRE O(CAVAIIUN CUSS B' AND 'STRUCTURE EXCAVATION CLASS B INCLUDING HAUL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SHALL E INCLUDED 1N OTHER CONTRACT PAY ITEMS." '-02 CULVERTS -02.2 MATERIALS [ADDITIONAL SECTIONI %DD TO PARAGRAP111t PVC PIPE B-05.12 -VC PIPER MERE PLATE OR REINFORCED CONCRETE, STEEL. OR ALUMINUM ARE REFERRED TO IN SECTION 7-02 IT SHALL BE „NOERST CD THAT REFERENCE 16 ALSO ME 70 PVC. Pogo 2D SupL@mntWL SDK NIcWt14nA (Bav 07/15/85) ..V 1i4 0 - 1 7-02.3111C PLACING PVC PIPE [ADDITIONAL SECTION) IN THE TRENCH. PREPARED AS SPECIFIED IN SECTION 7-02.301 PVC PIPE SHALL RE LAID BEGINNING AT THE LOITER END, WITH THE BELL END UPGRADE. PEA GRAVEL MILL BE USED AS THE BEDDINL MATERIAL AID EMEND FROM B" BELOW THE BOTTOM OF TOE PIPE TO 6" ABOVE THE TOP OF THE PIPE. WHEN IT 16 NECESSARY TO CONNECT TO A STRUCTURE WITH A MUDDED JOINT A RUBBER GASKETED CONCRETE COLLAR WILL BE USED AT THE POINI OF CONNECTION, 7-02.4 MEASUREMENT [PARTIAL REPLACEMENT SECTION] DELETE LAST PARAGRAPH 7-02.5 PAYMENT [PARTIAL REPLACEMENT SECTION] DELETE ITEMS 1 THROUGH 20 AND REPLACE WITHi Y 1. Stora drain pipe per L.F. 2, " " e Corrugated Stael Arch Pipe par L.F, 3. " s Corrugated Atualnue Arch Pipe per L.F. 4. "Concrete CLeas C" per C.Y. 5. Oinater Flared End Sentlon Per Ea. L� DELETE PARAGRAPHS 5 S ' LS. 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND UNDERPASS B■B 7-03.4 MEASUREMENT IFAFTIAL REPLACEMENT SFCTION Paragraph 5: OEPLACE 'SECTION 2-08.4" WITH "SECTION 2-09.5" yy 7 n3.5 PAYMENT [PARTIAL REPLACEMENT SECT10N1 DE..ETE ITEMS 11, 12 and 13 REDUCE LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOR GFAVEL BACKFILL FOR FOUNIATIDNS CUSS A OR CLASS B BRALL BE PAID IN ACCORDANCE WIT:' SECTION 2-09. 7-04 STORM SEWER 7-04.2 MATERIALS [5UPPLEMENTAL SECT10N1 ADD: PVC SEWER PIPE 9-05.12 7-04 3L1'E PIPE REDOING 1SUPPLEMENTAL SECTION] ADD: PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. 17 SHALL PE PLACED TO A DEPTH OF 6" OVER AND 6" UNDER THE EMERIOR WALLS OF THE PIPE. 14! 7-04.3121A SURVEY LINE AND GRADE IPARTI4 REPLACEMENT CT N REPLACE PARAGRAPH 1M WITH: SURVEY LINE APO GRADE MILL BE PROVIDED BY THE ENGINEER OF CJNTRACTOP IN A MANNER CONSISTENT W:TP ACCEPTED PRACTICES AND THESE SPECIFICATIONS. a SupUaaentaU Specif,cations [Rev 07/15/R51 Peg, 21 v '=94.3[01 BACXFILLING STORM SEWER TRENCHES ISLPPLEMENTAL SECTION) NOD TO PARAGRAPH 3s PVC PIPE SHALL OF BEDDED AND BACAFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1) B PRIOR 70 SACKFILLING THE RE/AINDER OF THE TRENCH, V -04.4 MEASURLMEN' [PARTIAL REPLACEMENT SECTION] REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRICTURE EXCAVATION CUTS B OR G'TRUCTi;RE EXCAVATION CLASS B INCLUDING HAUL, AS SPECIFIED IN SF TION 2.09. -�f4.5 PAYMENT IPARTIA:. REPLACEMENT 6ECT70141 'ELETE ITEMS 1 T14RDUGH B AMC REPLACE WITHN . _. Store seser pipe, pt- L.F. 2. Concrete CLsss C. per C.Y. THEN NO BID ITEM 'NAVEL SACKFILL FOP PIPE BEDDING' IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING AS SHOW. :N THE STANDARD PUNS SHALL BE CONSIDERED INCIDENTAL TO THE PIPE APO NO ADDITIONAL PAYMENT 61%LL BE MADE. REPLACE PARAGRAPH 3 WITH: TESTING OF STORK SEWER PIPE IF REQUIRED BY THE ENGINEER SMLL BE CONSIDERS INCIDENTAL TO AIC INCLLOED IN THE JNIT CONTRACT PRICES FOR OTHER ITEMS. 7-05 MANHOLES. GRATE INLETS. DROP INLETS, AND CAMH SUING F.3(11 ADJJSTING MANICLES AMC CATCH BASINS TO GRADE(SUPPLEMENTAL SECTION) ADD: N�yftAj0 MEETS& MANHOLES. CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH CRUSHED ROCK OR GRAVEL SHALL BE CONSTRUCTED TO A POIN1 APPPGMIMATELY EIGHT INCHES BELOW THE 6UBGRACE AND COVERED WITH A TEMPORARY WOOD COVER. EXISTING MANHOLES SMALL BE CUT OFF AMC COVERED 7 ' 6104IlAn MANNER, THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH MANHOLE 60 THAT THEY MAY BE EASILY FOUND UPON COMPLETION OF TPE STREET WORK. AFTER PLACING THE GRAVEL OR CRUSHED STONE SURFACING, THE MANHOLES AND NANiHOLE CASTINGS SHALL BE CONSTRUCTED TO THE FINISHED GRADE OF THE ROADWAY SURFACE, 17LAVATION NECESSARY FOR BRINGING MANHOLES TO GRADE SHALL CENTER ABOUT THE MANHOLE AND BE HELD TO THE MINIMLM AREA NECESSARY. AT THE CONPLETIDH OF THE MANHOLE ADJUSTMENT, THE VOID AROUND THE MANHOLE SHALL BE BACKFILIED WITH MAT EPIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL AM NAY SECTION, AND BE THOROUGHLY COMPLCTED, WHERE BITUMINOUS SURFACE TREATMENT IS TO BE PLACED, THE MANHOLE CASTINGS SHALL BE INSTALLED FROM 1/2 IMH TO ONE INCH MGHER THAN THE ROADWAY SURFACE, AS THE ENGINEER MAY DIRECT. TLN CENEM ,fwNfiRJ=TE PAVEMENT MANHOLES, CATCH BASINS AMC SIMILAR STRUCTURES SHALL BE CONSTRUCTED AND ADJUSTED T ":HE (TAME MANNER AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SHALL BE MADE AND CAST IRON FRAM, . SET AFTER FORMS HAVE BEE. PLACED AND CHECKED. IN PLACING THE COWRETE PAVEMEKT, EXTREME CARE SHALL BE TAKEN HOT TO ALTER TPE POSITION OF THE CASTING 1N ANY WAY. IN ASPHALT CONCRETE PAVEMENT MANHOLES STALL NOT BE ADJUSTED LP'l" THE PAVEMENT IS COMPLETED, AT WHICH TIME THE CENTER OF EACH MANHOLE SHALL BE CAREFULLY RELOCATED fMM REFERENCES PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT SHALL BE CUT IN A AuSTRICTED AREA AND BASE MATERIAL BE REMOVED TC PERMIT REMOVAL OF THE COVER. THE MANHOLE SHALL THEN BE BROUGHT TO PROPER GARDE UTILIZING THE SANE METHODS OF CONSTKUCTION AS FOR THE MANHOLE ITSELF. 'ape 22 8up UesenUU Speci Ticetione (Rev 07/15/851 7--05.3(11 CONTINUED THE CAST IRON FRAME SMALL BE PLACED ON THE CONCRETE BLOCKS AM HEDGED LIP TO THE DESIRED GRADE. TPS ASPHALT CONCRETE PAVEMENT SHALL BE CUT AM REMOVED TO A NEAT CIRCLE. THE DIAMETER OF WHICH SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE CAST IRON FRAME PLUS TWO FEE'. THE BASE MATERIAL .dC CRUSHED ROCK SHALL SE REMOVED AND C.ASS 913.41 CONCRETE SHALL BE PLACED 60 THAT THE ENTIRE VOLUME OF THE EXCAVATION IS REPLACED UP TO WITHIN BRIT NOT TO EXCEED 1 1/2 INCHES OF THE FINISHED PAVEMENT SURFACE. ON THE FOLLOWING DAY THE CONCRETE . THE EDGE OF THE ASPHALT CONCRETE PAVEMENT, AM THE OUTER EDGE OF THE CASTING SMALL BE PAINTED WITH HOT ASPHALT CEMENT. ASPHALT CONCRETE SMALL THEN BE PLACED AND COMPACTED WITH HAND TAMPERS AND A PATCHING RDLLER. ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT CONCRETE PAVEMENT, CLASS B INCLUDING PAVING ASPHALT PER TON". THE COMPLETE PATCH SHALL MATCH THE EXISTING PAVED SURFACE FOP TEXTURE, DENSITY. AND UNIFORMITY OF GRADE, THE JOINT BETWEEN THE PATCH AND THE EXISTING .AVEMENT SHALL THEN BE CAREFULLY PAINTED WITH HOT ASPHALT CEMENT OR ASPHALT EMULSION AHD SHALL BE IMMEDIATELY COVERED WITH DRr PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE MANHOLE SHALL BE THDRDUGHLY MORTARED AND PLASTERED, ADJUSTMENT UR INLETS THE FINAL ALIGNMENT AMC GRACE OF CAST IRON FRAMES FOR NEW AMC OLD INLETE TC BE ADJUSTED TO GRADE WILL BE ESTABLISHED FROM THE FORMS OR ADJACENT PAVEMENT SURFACES. THE FINAL ADJUSTMENT OF THE TOP OF THE INLET WILL BE PERFORMED IN SIMILAR MANNER TO THE ABOVE FOR MANHOLES, ON ASPHALT CONCRETE PAVING PROJECTS USING CURB AND GUTTER SECTION. THAT PORTION OF THE CAST IRON FRAME NOT EMBEDDED IN THE GUTTER SECTION SHALL BE SOLIDLY EMBEDDED IN CONCRETE ALSO. THE CONCRETE SHALL EXTEND A MINIMUM OF SIX INCHES BEYOND THE EDGE OF THE CASTING AND SHALL BE LEFT 1 1/2 INCHES BELOW THE TOP OF THE FRAME 60 THAT THE HEAPING COURSE BE ASPHALT CONCRETE PAVEMENT WILL BUTT THE rAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND 6)GE OF THE CASTING SHALL BE PAINTED WITH NOT ASPHALT CEMENT, ADJUSTMENTS IN THE INLET STRUCTURE SHALL BE CONSTRUCTED IN THE GAME MANNER AID OF THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS. THE INSIDE OF THE INLETS SHALL BE MORTARED AID PLASTERED. MONUMENTS AND CAST IRON FRAME AMC COVF^ MONUMENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TO GRADE IN THE SAME MANNER AS FOR MANHOLES. p VALVE BOX CASTINGS ADJLSTMENTS OF VA'_VE BOX CASTINGS SHALL BE MADE IN THE SAME W'.NNEP IS FOR MANHOLES. R 7-0C.0 MEASUREMENT (PARTIAL REFLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MANHOLES AMC CATCH BASINS WILL BE MEASI .EO PEP EACH FOR THE FIRST 1D' AS MEASURED FROM FINISHED RIM ELEVATION, ALL DEPTH GREATER THAN 10' %ILL BE PAID AS EXTRA DEPTH MANHOLES _", OR EXTRA CEPTH CATCH BASINS, TYPE _._"{ PER VERTICAL FOOT REPLACE PARAGRAPH E: WITH: STRUCTURE EXCAVATION CLASS B AND STRUCTURE EXCAVATION CLASS B. INCLUDING HAUL WILL BE MEASURED AS SPECIFIED IN SECTION 2-09. �yE 7-q_�.5 PAYMENT [PARTIAL REPLACEMENT SECTION] DELETE ITEMS 1 THROUJH 10 AND REPLACE WITHM 1. "Standard Mlmnho Las_". Per own 2. "Estre Deptn Manho Us_'. per Y.F. 3, "Catch Basin Type_._", per eecn 11W ♦. "Catch Basin Typa_,_ . Without catch, per own 5, "Extra Depth Catch Basin_1, per V.F. S. 'Adjust Kenhole", per each "Adjust Catch basin". DLr earn U. "Adjust Valves", per each B. "Adjust Monuments", plr each DELETE PARAGRAPH a SupLamnteL Specifications (Rev 07/15/851 N• -00 PIPE AND FITTINGS FOR NLATEA MAINS ew -09 B MATERIALS IPARilAL REPLACEMENT SEC117N iEPLACE PARAGRAPH 1 WITH: r MATERIALS SRALL MEET THE REGUIRENENTS L- THE FOLLOWING SECTIONS. Pipe 9-30.1 ,. Ductile Iron Pipe 9-30.1A Fitting 11-30.2 Ductile Iron Pips 9-30.2A PUstic Fib Wrap 2-30.8 Tracer Tape 9-3D.9 -10 TISICM EXI:. BE..OING, AND BAOlFILL FOR WATER MAINS '-10.310710 EXTRA FXCAVAT7DN (PARTIAL REPLACEMENT 6ECTIDNI iEPLACE PARAGRAPH A WITHt MEASUREMENT SP "SANG RUN GRAVEL FOP TRFNCH RACKFILL" WILL BE BY THE TON. -10.5(021 REMOVAL ADO REPLACEMENT JE.EXTRA EXCAVATION (PARTIAL PIPIACEMENT BECTIONI - DELETE 10.51031 REMOVAL AND REPLACEMENT SP UNSUITABLE MATERIAL (PARTIAL REP aQ&LNT SECT ON IWLACE PARAGRAPH 1 WITHt PAYMENT FOP "REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL" WILL BE CONSIDERED INCIT'NTAL TO DTHL7 BID 'EMS AND NO FURTHER COMPENSATION WILL BE MADE. 1-10.31041 BAN( RUN GRAVEL FOP TRENCH BACKFI L IPARIA REPUACEMENT,SECTION) REPLACE PARAGRAPH 1 WITNt PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "BAN( RUN GRAVEL FOR TRENCH RACKFILL" WHICH PRICE SMALL BE FULL COMPENSATION FOR EXCAVATING, FURNISHING, HAULING, PLACING AND COMPACTING THE MATERIAL IN THE 'REACH. ALSO INCLUDED IN THE UNIT CONTRACT PRICE IS THE METING OF EXCESS AM UNUSABLE MATERIAL EXCAVATED FROM THE TRENCH, 7-1C 51D51 FOUNDATION MATERIAL IADDITIORAL 6ECTI0NI PAYMENT WILL BE MADE AT Thy UNIT CONTRACT PRICE PER TON FOR "FOUNDATION MATERIAL" WHICH PRICE SHALL BE FULL MWERSATION FOP EXCAVATING AND DISPOSING OF THE UNSUITABL MATERIAL AND REPLACING WITH THE APPROPRIATE -OLMA71ON MATERIAL PER SECTION 9-30.7811j 1-11 P.IK INSTALLATION FOR NATEA MAINS '-11.31061 LAYING DUCTIL IRON PIPE WITH POi YETHYL!g ENCASEMENT I6IPPLMENTAL SECTION] THE POLYETHYLENE ENCASEMENT SHALL ALSO BE INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS, COUPLINGS, =ITTINNS. AND VALVES, IN ACCORDANCE WITH SECTION 0-5 R ANSI 21.5 OR AWWA C105. -11.3:091A CONNECTIONLR TO EXI§T]MLMj",. [PARTIAL REPLACEMENT SECTION) ADD TO BEGINNING OF PARAGRAPH 2: CITY FORCES WILL MAKE ALL CONNECTIONS TO EXISTING MAINS. THE CONTRACTCR MTLI PROVIDE ALL PARTS AND BE RESPONSIBLE FOR EXCAVATING AND BACKFILLING THE TRENCH, Page 24 SuPtenentel Specifications (Rev C7/15/851 lra_. 7-11.31091A CONTINUED IF FOP WHATEVER REASON THE ENGINEER DECIDES THAT CITY FORCES WILL NOT MAKE THE CONNECTION TO THE IXI671NG MAIN THE CONTRACTOR WILL MLKE THE CONNECTION UNDER THE SUPERVISION OF THE ENGINEER AND PROCEED AS FOU-`St DELETE PARAGRAPH 7 7-11.31111 HYDROSTATIC PRESSURE TES' [REPLACEMENT SECTION ALL WATER MANS AND APPURTENANCES SMALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS GF 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. MISCEL-.ANEOUS HOSE AND PIPING. AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SMALL BE FURNISH® AND OPERATED BY THE CONTRACTOR. THE PIP_LINE TRENCH SHALL fE BACKFILLE SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST SLOCKS S";ILL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTINS. WHERE PERMANENT BLOCKING 1S NOT REOUIRED, THE CONTRACTCR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SMALL BE FILLED WITH WATER AND A,.Yd® TO STAND UNDER PRESSURE FOR A HINIMW OF 24 ;CUPS TO ALLOW THE ESCAPE OF AIR AND/DR LLOW THE LINING ff THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE P:TELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NOR4AL SYSTEM OPERATION. >k ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE- - WH Nominal Pioe Diamte, - Inches BBBddd 6 8 1O 12 1E 2U 24 A P 450 0.95 1.27 1.5B 1.91 2.55 3.18 3.82 V T P 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 E E E P 350 0.04 1.12 1.40 1.69 2.25 2.81 3.37 R 6 S S 275 0.75 1.00 1.24 1.49 1.99 2.48 2.99 A T 6 I 250 0.7. 0.95 1.18 1.42 1.90 2.37 2.85 Hyyy G U 225 0.66 0.00 11-3 1.35 1.60 2.2D 2.70 E R 200 - 0.64 0.85 1.06 1.28 1.70 2.12 2.55 E *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 FOP THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 7A.P.11 OF THE STANDARD SPECIFICATIONLS. GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. IQ A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE 6ATISFCCTION UF THE OWNER REGAiDLESS OF THE ALLOWABLE LEAKAGE -gIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIF1Ef. THE CONTRACT, SHALL. AT HIS OWN IXFENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY CATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTEP THE TEST KS BEEN CDMPLETED. EACH GATE VALVE SHALL BE TESTED BY CLOSING Er"H IN TURN AND RELIEVING THE PRESSURE BEYCi,. THIS TEST OF THE GATE VALVE MILL BE ACCEPTABLE IF THERE IS NO IRUEIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SMALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED SHALL MORALLY BE LIMITED TO 1.500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION UF PIPE, NOT LESS THAN 1.000 FEET IN LENGTH. INSTALLED BY EACH U THE CONTRACTOR'S CREWS. BE TESTED IN OMDEF TU QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUE MDF3 THAN AN ADDITIONAL 1.000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY. Sup Umentat Speci TAcotions (Rov 07/15/851 Page 25 -11.3[111 CONTINUED 'RIOR TO CALLING OUT THE OWNER TO WITN,.SS T1E PRESSURE TEST, THE CONTRACTOR SMALL HAVE ALL EQUIPMENT SET OD :DMPLETELY READY FOR OPERATION AND SMALL HAVE SUCCFSSFULLY PERFORMED TIME TEST TO ASSURE THAT THE PIPE IS IN A •ATISFACTORY CONDITION. :EFORE APPLYING THE SPECIFIED TEST PRESSURE. AIR SMALL BE EXPELLED COMPLETELY FRO14 THE PIPE, VALVES AND YDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL INSTALL COPORATIO14 OCKS AT 61CH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER, AFTER ALL THE AIR HAS EEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE RESSURE TEST, THE CORPORATION COCKS SMALL BE REMOVED AND PLUGGED. HE TEST SMALL BE ACCOMPLISHED BY PIMPING THE MAIN LP THE REQUIRED PRESSURE{ STOP THE PIMP FOR A MINIMUM OF 1- :MUTES LP TO A MAXIMUM Lt SO MINUTES AS DIRECTED BY THE OWNER, AND THEN PUP THE MAIN LP TO THE TEST PRESSURE GAIN. DIMING THE TENT, THE SECTION BEING TESTED SMALL BE .'36EPVED TO DETECT ANY VISIbLE LEAKAGF A CL' N DKTAINER SHALL BE USED FOR HOLDING WATER FOR PUPING UP PRESSUPE ON THE MAIN BEING TESTED. THIS MN..;" ..iER iHALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 60 MG/L. "HE OANTITY OF WATER REQUIRED TO RESTORE THE INITIAL MnROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY 1THER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MLASUREMENTS CAN BE MADE BY -HE OWMER OR, 21 BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A EWER UNIT HAND REGISTERING ONE IALLON PER EVOLUTION, THE METER SHALL BE APPROVED BY THE OWNER. ICCFF.ABIUTY OF THE TEST WILL BE DETERMINED BY TWO FACTORS. AS FOLOWSH I. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. THE LOSE IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. '-11.81121 DECHLORINATION (SUPPLEMENTAL SECTION) )ECHLDRIN4TION OF ALL WATER USED FOR DISINFECTIO: SHALL BE ACCC:PUSHED IN ACCORDANCE WITH THE CITYS STANDARD )ET41L INCLUDED IN THIS DOCUMEN(. WATER CONTAINING CHLGFINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR 411Y WATERWAY. '11.31131 CONCRETE THRUST BLOCKING [REFl1ICEMENT SECTION] Mt PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE 67AWAFE 'ETAIL FOR GENERAL BLOCKING HEREIN AND THE APMA STANDARD DETAILS FOR VERTICAL BLOC'S. ALL FITTINGS TO BE 3LOCKED SHALL BE WRAPPED WITH FMIL POLYETHYLENE PLASTIC, CONCRETF BLOCKING SHALL BE PRPPERLY FORMED WITH 'LYWOOD 04 OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FORKS SHALL BE IiR1FPE0 PRIOR TO BACKFILLING. SHACKLE ADDS, WHERE REQUIRED, SHALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ILL SHACKLE RODS SHALL BE GALVANIZED OR :,OATED WITH Trio COATS OF ASPHALT VARNISH. '-12 V.:LVES FOR WA- - NA:!K '-12 ' KATERSA..S [SUPPLEMENTAL SECTION) 4ALVES SHALL Jc DESIGNED FOP A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE IOWA LIST 14, 4UELLER COMPANY NO. A-2380. PACIFIC STATES, U.6. METRGPOLITAN. KENNEDY, 01; M 6 H. BP'RO1'AL OF VALVES OTHER THAN MODELS SPECIFIED &HALL BE OBTAINED PRIOR TO BID OPENING. Page 26 SVp LeeenteL SPeci TicationR (Rev 07/15/85) l" H 1985 Sanitary Sewer Rehab i 1 i tati on %5 ''50 % 5 7-12.2 CONTINUED ALL FATE VALVES LESS THAN 12" IN DIAMETER SMALL INCLUDE AN B" a 24" CAST IRON GATE VALVE BOX AM EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INE/ALL® IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1e BYPASS INSTALLATION. 7-14 HYDRANTS 7-14.3(01) SETTING HYDRANTS [ADDITIONAL GECTIDNI HYDRANTS SMALL BE INSTALLED IN ACCORDANCE WITH ANNA SPECIFICATIONS CSOD-77, SECTIONS 3.7 AM 3.9.1 AND 7h- NAIER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE 147H TIME RATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRS HYDRANTS SMALL BE PAINTED TO THE CITY OF ENTON SPECIFICATIONS AND GUARD POSTS PAINTED WHITE. FIRE HYDRANTS SHALL E OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6", B" aM 10" PIPING IN TRENCHES 3 - 1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED, THE HYDRANT SMALL E DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE 12" AND URGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN. 7-14.31021 HYDRANT CONNECTIONS IADO1710MAL SECTION) FIRE HYDRANT ASSEMBLY SMALL INCLUDE C.I. TEE (NJ X FLI, 6" GTE VALVE (FL X w), S' C.I. SPOOL IRE X PE) 6" M.V.O. FIRE HYDRANT (NJ CONNECTION), B" a 24" CAST IRON VALVE BOX, APO 3/4 INCH SHACKLE AM Wf TH ACCESSORIES AND TWO CONCRETE GUARD POSTS. PAINT SHACKLE RmS AS SPECIFIED IN SECTION 74.9.13. 7-14.3(031 RESETTING EXISTING tnRANTE (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITHM ,.a THE METHOD LF EANNESSING THE HYDRANT SMALL E DETERMINED BY THE CONDITIONS FOLID IN THE ( FIELD AND SMALL E RESHACKLEV AND RESLOCKED AS DIRECTED BY THE ENGINEER. .# i-14.51011 HYDRANT ASSEMBLY [SUPPLEMENTAL SECTION] THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSEMBLY COMPLETE" SMALL E THE SAME AS "MYORANT ASSEMBLY" EXCEPT THAI THE 6-INCH DUu- ALE IRON PIPE CONNECTING THE HYDRANT TO THE RAIN SMALL E INCLUDED IN THE UNIT CONTRACT PRICE FOP "HYDRANT ASSEMBLY COMPLETE". 7-14.51021 RESETTING DUSTING HYDRANT5 ISUPPLEMEMAL SECTIOSI BLOCKING SMALL ALSO E IY,LUDED AS AN INCIDENTAL ITEM TO "RESETTING DUSTING HYDRANTS". EIF 7-14.5[031 MOVING EXISTING HYDW.NTS (SUPPLEMENTAL SECTION] BLOCKING SHALL ALSO E INCLUDED AS AN INCIDENTAL ITEM TO "MOVING EXISTING HYDRANTS' r� 7-16 SERVICE CONNECTIONS 7-ij C076TRaCTION DETAILS (REPLACEMENT SECTION) REPLACE Act 6EN7EDCE PARAGRAPH 5 WITHt PIPE MATERIALS USED TO EXTENT OR REPLACE EXISTI- . WATER SERVICE LINES SHALL BE COKE;, GALVANIZED OR DUCTILE ISDN PIPE. SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM 7b THE STANDARD PUNS OF THE CITY OF EATON BCUK HEPEIN AS APPLICALE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TC E ') CONNECTED, L Suplaaentat Specifications (Rev 07;15'BS] Page 27 '=1j.3 CONTINUED rt'E CONTRACTOR WILL DIRECT TAP MAIN FOR W4" SERVICE, THE CONTRACTOR WILL USE COPPER TUBING, TYPE K. SOFT FOP /4• SERVICES, YPE Is CONNECTIONS Tc EXISTING COPPER SERVICES WILL SF MADE WITH FLARE TYPE, THREE PART UNION COUPLINGS, YPE III WEE EXISTING GALVANIZED SERVICES EXIST. THEY SMALL E EPLACFD WITH A NEW COPPER PIPE SERVICE TO THE 'ROPEPTV LINE, IMETERS SHALL E LOCATED IN PLANTER STRIP BETWEEN 6IDEWALX AM CURS), YPE 1111 WEE FLRUE STUB SERVICES SHALL E INSTALLED THEY SHALL E INSTALLED AS ABOVE, TO THE PROPERTY LINE ,ITH A METER q( (LESS 3/4 METER), A SOLID CORE THREAD& SPACER THE LENGTH OF A METER SHALL E INSTALLED IN LACE OF THE METER, '-17 VXTAIIY EMBERS -17.2 MATERIAL IP RT1AL PEP 6jMENT SECTIORI :H PARAGRAPH 1 DELETE, A B 6 COMPOSITE. ASBESTOS BONG® CORRUGATED STEEL :N PARAGRAPH 4 DELETE, A B S COMPOSITE GEWER PIPE 5-05.14 '-17.61411 TELEVI6ION 1MMPEcT10N 16UPPLEMENTAL BECTIONI ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED THE COMPACTOR SHALL SUBMIT TO THE ENGINEER THE WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAFES ARE TO BE IN COLOR ANO,COMPATIBLE WITH THE =ITY`S VIEWING AM RECORDING SYSTEMS,THE CITY SYSTEM ACCEPTS 1/2" WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL BE 'UN AT STAMAM SPEED EP I1 6/16 I.p.S.). `-1).4 MEA.UREMENT 1PAPTIAL P A7 6FGTIONI REPLACE PARAGRAPH A WITH, EXCAVATION CF THE SEWER TENCH WILL BE MEASURED THE SAME AS 87RUCTUFIE EXCAVATION CLASS B AS SPECIFIED IN SECTION 2-08 IJ7 • PAYMENT !PARTIAL REFLACEMEM 6ECTIONI REDUCE ITEM 1 THROUGH S PARAQW141 WITH, 1. •_•_Mnitery Sever Pipe", Per Linear Foot 2, •_•A •_Ten" Per EscH S. •T.V. Inspection' Per Lump Sue REPLACE PARAGRAPH 2 WITH, THE UNIT CONTRACT PRICE PER LINEAR FOOT POL &EWER PIP. JF r.i , ,ti A,. SIZE SPECIFIED SHALL BE FULL COMPENSATION FOR FURNISHING. HAULING AM ASSEMBLING IN PLACE THE COMPLETED INSTALLATION IMLLOING ALL SPECIAL FITTINGS. JOINT MATERIALS, TESTING PER SECTION 7-17.3(4; AM ADJU6TEM OF INVERTS TO MANHOLES FOR THE COMPLETION OF THE INSTALLATION TO THE EOUIRED LINES AM BLADES. )ELFTE PARAGRAPHS B and 4 Page 26 SupUrnUl ipsciTlutfuns IMr C)/t Sr'8F1 , 804 CURBS.GUTTER. SPILLWAYS AND INLETS �114.31Y1 CEMENTT CONCRETE CUF9S. GUTTERS AND SPILLWAYS [PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITHi CEMENT CONCRETE CURB, CURB AID SUTTER, GVrIkP AND SPILLWAY SMALL BE CONSTRICTED WITH AIP ENTRAINED CONCRETE CLASS B SPECIFIED ON THE STANDARD PLANS AND CONFORMING TO THE REQUIREMENTS OF bECTION 6-02. IN PARAGRAPH 6. LAST oEWTEICE DELEIEt "CLASS B" B-07 PIlCABT TRAFFIC CURB APO BLOCK TRAFFIC CURS rr "7.1,DESCRIPTION IREPLACEMENT SECTION) ` THE COMPACTOR SMALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AM BLOCK TRAFFIC CURB OF THE DESIGN AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PEP THE CITY OF » RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR BY THE 9NGINEER. "7.5 PAYMENT IR®LACEMENT SECTIONI (. PAYMENT SMALL E PACE BY THE FOLIOMINGt 1 1 1 "Precut Traffic Curt, Type A" per tin. ft. 12) "Precut Traffic Curt, Type On per tin, ft. . (3) "Black Traffic Curt, Type A" per tin. ft. 141 'Block Traffic Curt, Type On per tin. ft. F TIAFFIL BIIR= at �O0.1 PLSCAIPTION IREPLACEMENT SECTiON1 THE COMRACTOP SMALL FURNISH APO INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUT1DMS WHERE SHOWN ON THE PLANS. OP WHERE DIRFCTED BY THE ENGINEER, B-0B.2 MATEPIALS ISUPPLEMEMIAL SECTION] THE PLASTIC TRAFFIC BUTTONS SMALL COMFONM TO IPPLICABLE PROVISIONS OF SECTIONS B-0B and 9-20. "6.3 CONBTPUCTION REQUIREMENTS ISLPPLEMEHTAL 6ECUMI THE PLASTIC TRAFFIC BUTTONS SMALL BE ATTACHED TO THE PAVEMENT BY ONE OF THE FOLLOWINGi I. Placing Tack Cost of Not Paving Asphalt on Paveaent Surface and finely Pressing the Sutton onto it. 'E 2. Placing Adhesive (epoxy] on pevuent surface aril pressing the button onto it, fl-OB.e MEASUREMENT IF, -ACE11E14T SECTION) , MEASUREMENT WILL BE BY THE UNIT. CONPLFTE IN PLACE. B-06.5 PAYMEN? IFt P4CEMEM SECTION] PAYPENT $MALL BE BY THE FOLLOWINr' (1) "YO" Plastic Traffic Britton, color,_" per as. 0 Bapteaestat Bpeaifbetiwa (flay 07NVBB) Page 29 3-0B_ LAME MAIREWr 3-00.4 MEAURENENT [REPLACEMENT SECTIONI 4EASUREMENT HILL BE LANE MAPAER, TYPE I and TYPE 11 BY THE UNIT COMPLETE IN PLACE. 3-OB.S PAYMENT ]REPLACEMENT SECTION] lAYMENT SMALL E BY THE FOLLCVIN0 .1 "4" LAN: LINt MAPPER, TYPE I. White" Per Each 21 "4" LANE LINE MARKER. TYPE II. COLORIST" Per Each "S MUIBBNINT CASES Rj13.3 CONSTRUCTION REOUl REMENTS [PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 THE MONLUMENT WILL E FURNISHED AND SET BY THE CON'R'CTOR INNER THE DIRECT SUPERVISION OF THE CITIES SURVEYOR. }13.5 ,%X NT_I SUPPLEMENTAL SECTION] THE MONUMENT WILL ALSO E SUPPLIED AND PLACED AS PART E "MONUMENT CASE AND COVED" AND ALL WORK IN SUPPLYING .AID MONUMENT SMALL E CONSIDERED INCIDENTAL TO THIS ITEM. "4 COWNT CONCRETE SIDEWALKS 914.2 MATERIALS (PARTIA R CEMENT 6ECTI,Qpj DELETE PARAGRAPH 2 8-14,3141 CURING [PARTIAL REPLACEMENT SECT:.Qhj REPLACE PARAGRAPH 1 W1THt THE CONCRETE 6IDEWALA SMALL E CURTD FOR AT LEAST 72 HOURS AS SPECIFIED IN 5-05.31131B OR AS APPROVED BY THE ENGINEER. DURING THE CURING PERIOD. ALL TRAFFIC. BOTH PEDESTRIAN AND VEHICULAR. SHALL E EXCLUDED. VEHICULAR TRAFFIC SHALL E EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER MAY DIRECT. 11-16 RIPMAP 8•15.4 MEASUREMENT [PARTIAL R6LACEMkNT 6E:TIONi REPLACE PARAGRAPH 2 WITMt HAND PLACED RIP PAP WILL E MEASURED NT THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED. REPLACE PARAGRAPH 3 WITHt FILTER BLANKET WILL E MEASURED BY THE TON FOR MATERIAL ACTUALLY PLACED AND ACCEPTED. 0-15.E PAYMENT ;PARTIAL REPLACEMENT SECTICNI PARACPAPN 1 REPLACE ITEMS 3 AND 7 WITHt 3. "Mend Ptec ad Rip Rep". per Ton 7. "Filter Btenket" Per Ton Pegs 30 BPPLeeen4L Specification, ]Rev 07YO15/651 r 6-1b.5 CONTINUED REPLACE PARAGRAPH 3 WITHM THE UNIT CONTRACT PRICE PER TOM FOR "FILTER BLANKET" SHALL BE FULL COMPENSATION FOR ALL COSTS IN CONNECTION WITH FURNISHING AND PEALING A FILTER BLANKET, !'E B-IO ILIIMINATION. TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL 6-20.3121 EXCAVATING MD 6ACKF):LING [REPLACEMENT SECTION) THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TC THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED ON THE CONTRACT PUNS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT RUNS SMALL BE DOE IN A NEAT RANKS WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM GRADE. NO WORM SHALL BE COVERED UNTIL IT RAS BEEN FXAMINED BY THE ENGINEER. SACKFILL MATERIAL USED FDA FILL AROUND AND OVER THIS CONDUIT SYSTEM SMALL E FREE OF MOCKS GREATER THAN TWO INCHES IRA DIAMETER TO A DEPTH OF SIX INCHES ABOVE THE CONDUIT. TRENCH WITHIN THE ROADWAY AREA SMALL USE SELECT TRENCH BACKFILL AND SMALL CONSIST OF MATERIAL AS IND I^AYED IN THE SPECIAL PROVISIONS AND SCHEDULE O PRICES. THE SCURCE AND OIALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH SACKFILL WITHIN THE SIGEW,e A-LA CAN E MADE WITH ACCSPTABL. MATERIALS FROM THE EXCAVATION O SHALL E C04510ERED A NECESSAll PART OF AM -4CIOENTAL TO THE EXCAVATINN IN ACCORDANCE WITH THE STANDARD SP CIFICAT:OM;. THE CITY RES`_PVES ;HE RIGHT TC WE ADDITIONS OR DELETIONS TO 74E TRENCH WHICH PROVE NECESSARY FDR THE COMPLETION OF THIS PROJECT. THE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL E AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER. BE OF iUFFICIEMT 672E 60 THAT ALL OF THE NECESSARY CONDUIT CAN E INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE -.INTAIHING THE MINIMUM COVER. 1�-g0.3141 FOUNDATIONS - CONCRETE (R&UCEMEM bEtT ION) THE CONTRACTOR SHALL PROVIDL ALL MATERIAL FOR AND CONSTRUCT THE FOOOATIONE FOR AND TO THE DIMENSIONS SPECIFIED IRA TABLE 1 BELOW. THE ANCHOR SILTS SHALL MATCH THAT OF THE DEUCE TO E INSTALLED THEREON. ALL EXCESS MATERIALS ARE TC E REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. CONCRETE SHALL E PULED AGAINST UNDISTURBED EARTH IF PoSSIBIE. BEFORE PLACING THE CONCRETE THE CONTRACTOR SMALL BLOCK-UUT AROUND ANY OTHER UNDERGRDUND UTILITTkS THAT LIE IN THE EXCAVATED BASE SC THAT THE CONCRETE WILL NOT ADHERE TO THE. UTILITY LINE. CONCRETE FOUNDATIONS SHALL E TROWELED, BRUSHED, EDGED AND FINISHED 1N A EOIKNANSH.P-LIKE MANNER. CONCRETE SHALL E PROMPTLY CLEANED FROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AN, CODUIT AFTEH PLACEMENT. FOUNDATION SHALL ALL E CUSS "B" CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE I TYPE OF DEVICE DIMEt6I Street LigHt. Pole 6' Deep -. 3' Sq. or Cie. Signet Pole 7' Deep + 3' Sq. or Du. Signet Concrollsr See Detail Sheet Street Light ControU Cabinet See Detail Shoot Species Base See Detail Sheet 6uplerntal SPecif'cattons )Rev 07/15/65) Pepe 31 1 0 r2O.3l A) CONTINUED JLL CONCRETE FOUNDATIONS SMALL E CONSTRUCTED IN THE MANNER SPECIFIED ELOWM +) WHERE SIDEWALK OR RAISED ISLANDS ARE TOE CONSTRUCTED AS A PART OF THIS PROJECT. THE TOP OF THE FOUNDATION SMALL E MADE FLUSH WITH THE TOP OF THE SIDEWALA OR ISLAND. (SEE DETAIL SHEET) 21 WHERE NO SIDEWALKS ARE TO E INSTALLED. THE OWE FOR THE TOP OF THE FOUNDATION SMALL E AS SPECIFIED BY THE ENGINEER. (SEE DETAIL SHEET) 'ALL CONCRETE FOUNDATIONS SMALL E LOCATED AS PER STATIONING ON THE PUNS OR AS LOCATED BY THE ENGINEER IN THE IELD. -20 3l"J CODUIT [REPLACEMENT 6EC71ON1 HE CONTRACTOR SMALL PROVIDE AND INSTALL ALL CDNDUIT AND NECESSARY FITTINS AT THE LOCATIONS NOTED ON THE LAMB- CDNDUII SIZE SHALL E AS INDICATED ON THE WIPING AID CONDUIT SCHEDULE SHOWN ON PLANS. :ONDUIT TO E PROVIDED AM INSTALLED SHALL E OF THE TYPE INDICATED ELOM: 11 SCHEDULE 49 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SMALL E USED WHENEVER THE TARDUIT IS TC E PLACED OTHER THAN WITHIN THE MIDWAY AREA. 21 SCHEDULE OP EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALT E USED MIEN THE CONDUIT 1S TC BE PLACED WITHIN THE FMDWAY AREA. DLL JCINTS SHALL E MADE WITH STRICT COMPLIANCE TO THE MANUFACTURER'S RECOMMENDATIONS REGARDING CEMENT USED AMC NVIRDLMENTAL LONDITIONS. 3-20.3f6) JUNCTlPN BOXES IREPUCEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL JUNCTION BOXES OF THE TYPE AID SIZE AT THE LOCATIONS SPECIFIED IN THE °LAMS AID AS PER DETAIL SHEETS. THE INSCRIPTION ON THE COVERS OF ALL JUNCTION ®(ES SHALL E AS INDICATED ELON; 11 STREET LIGHTING ONLYH -LIGHTING' 2) SIGNAL ONLYU "SIGNALS" 31 TRAFFIC SIGNAL AID STREET LIGHTINGL "TS-LT' A) TELEMETRY ONLYU "TELEMETRY" INSCRIPTIONS ON JUNCTION ®cEE PEFFDRMING THE SAME FUNCTION. I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTH. =HALL E CONSISTENT TMROUGHOUT THE PROJECT. ALL JUNCTION BOXES $MALL E INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN THE STANDARD PLANS AND DETAIL SHEETS. THE UNIT CONTRACT PRICE PEP EACH FCR "DESIGN B" OR "DESIGN C" JUNCTION BOX SMALL E FULL COMPENSATION FOP FURNISHING SURE AND FOP ALL COSTS E LABOR. MATERIAL, TOOLS, AMC EGUIPMENT NECESSARY TO PROVID" AND INSTALL .ME JUNCTION KOKES INCLUDING EXCAVATION, BACAFILLING AMC CONACTIOB ALL IN ACCORDANCE WITH PUNS, 6PECIFICAT30NS AND 'ETAIL SHEETS. >20 ffiB] 17M011/D LNG IR®LACGMENT 6ECTIONI ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIGNAVLIGHTING SERVICE CABINET£ SHALL E GROUNDED TO A COPPER CLAD SOLID METALLIC GROUND POD 5/8" IN DIAMETER x S'O" IN LENGTH COMPLETE WITH A E BARE TOPPER BONDING STRAP LOCATED IN THE NEAREST JUNCTION BoX. GROUND PODS ARE CONSIDERED MISCELLANEOUS ITEMS AMC THE COST 16 TO E INCLUDED WITH TN SYSTEM OP CONDUCTORS. PNB• 32 SuPlawnt6LDAc 6ifL u m tlPnA (R.� /+6/e51 8-20 3110) SERVICE (REPLACEMENT SECTION) THREE TYPES OF POWER SERVICE ARE USED AS INDICATED BELON: 11 TYPE 1 SYSTEM SMALL BE SINGLE PEASE 120 VOLT, 2 WIRE, BD CYCLE A.C. (TRAFFIC SIGNAL SERVICE ONLY) 21 TYPE I1, SYSTEM SHALL BE SINGLE PHASE EEO VOLT, 2 WIRE, 80 CYCLE A.C. ISTREET LIGHTING R:v COWTACTOR, INDIVID,ML CONTROLLED PICTE-CELL WITH NO NEUTRAL WIRE) 3) TYPE III SYSTEM SMALL BE SINGLE PHASE 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING CONTACTOWTHAFRIC SIGNAL, GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT SMALL BE AS NOTED ON THE PUNS AHD SHALL BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. U 3L13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION) UNDERGROUND CONDUCTORS FOR THE STREET LIGHTING CIRCUIT SHALL BE 67RANDM COPPER, THIN GRADE WITH 600 VOLT INSULATION OF THE SIZE NOTED ON THE PLANS AND WIRING SCHEDULE. SPLICING 13F THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUCTIOM BOXES AND THE SPLICE FIT SHALL CONSIST OF A PRESSURE TYPE DEVICE WHERE THE CONNECTION OF THE WIRE TO THE KIT IS ACHIEVED IN CRIMPING OR BY A COMPRFSSZOh EDLT, N0 TWIST ON TYPE CONNECTORS SHALL BE ALLOWED, AFTER THE 7IT HAS BEEN INSIALLED, ALL EXPOSED SURFACES OF WIRE AHD KIT SHALL BE PLACED IN A CLEAR PLASTIC FORM A`D FILLED WITH PONT TO FORM A MITER-TIGHT SEAL. MATERIAL USED FOR THE SPLICE KIT SMALL BE COL"ky:%U WITH TNF WIPE MATEMIAI, TWP OHYOI OIKCONNRC', KITS, B.F.C. OR EQUAL, SHALL BE FURNISHED AND I STT'IND. L'.TM FAw', t', TM: J_+fT11':.'OF FO' DAL? L641. ,TANDARP INSTALLED. ALL MATERIALS SHALL BE COMFAI SLE WIT% T e t.WPEP L.4 tit-O S .ti IT'S INBUU LOW, TIY wY1TMACTOR SMALL SUW17 SAMPLES OF THE CONNECTORS PROPOSED FOR XE TC THE ENGINEER FOR APPROVAL 9t20.3(13)A LIGHT STANDARDS ISUPPLEMENTAL SECTIDNI THE TAM HOLE SMALL BE LOCATED POO TO THE DAVIT ARI DN THE 61DE AWAY FROM TRAFFIC. A ORCUDING LUG OR NUT SHALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE HE HAND HOLE FRAME OR INSICI THE POLE $AFT TO ATTACH A GROUND BONDING STRAP, ALL POLES AND DAVIT ARMS SHALL BE DESIGNED TO SUPPORT A LUMINAIRE WEIGHT OF 50 LOS. Olt MORE AND `C WITHSTAND PRESSURES CAUSED BY WIND LOADS IF 85 M.P.N. WITH TUST FACTOR SP 1.; , ALL POLES SHALL MAINTAIN A NINIM',P SAFETY FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH IP KIGHT LOAD Am 2,33 P.S.I. FOR BASIC WIND PRES.RLME. DAVIT ARMS THE DAVIT STYLE AW. SMALL INCOWORATE A 5'9" RADIUS BEND AS MEASURED FROM THE CENTERLINE OF THE SHAFT. THE OUT'R PORTION OF THE ARM SHALL BE NEARLY HORIZONTAL '0 +20 ABOVE HORIZONTAL AID SHALL OF FLMNISI4M WITH A 2" DIAMETER SLIPFITTER WITH A MAXIMUM LENGTH TF - r— TO FIT THE LUMINAIRE S'ECIFIED. THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECURELY TO THE TOP OF THE SHAFT PRODUCING A FLUSH JOIN' WITH AN EVEN PROFILE, E� �H�P BPSE 7 A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SHALL BE SECURED 1C THE LOWER END OF THE SHAFT SO THAT THL BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS VZELD POINT, THE BASE SHALL BE PROVIDED WITH FOUR SLOTTED OP POUND HOLES TO RECEIVE THE ANCHOR BOLTS, NUT COVERS SHALL 6E PROVIDED WITH EACH POLE. R R SNPtaftntsl SPAc SRrtWt Mont (Rev 07/15/65) Page 33 r20.31131A CONTINUED XCHOR 6DLT6 :OUR RUSH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HDXNUTS AND TWO WFHEEC, SMALL E FUNISRES WITH THE 'OLE. EACH ANCHOR SOLT SMALL HAVE A 4" •L" BEND AT TIME BOTTOM ENO APO E THREADED AT THE TOP END. TIMEADED -IDS, ALL NUTS AND HASHERS SHALL E HOT DIP GALVANIZED, THE ANCHOR BOLTS SHALL E CAPABLE Cl: RESISTING AT 176 'I'c LD POINT THE ENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. '�PLIANEDUG MAROWRE .LL HARDWARE (BOLTS, MUTE, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SMALL E STAINLESS STEEL. .D. 110ENTIFICATION FOP POLE$) HE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION BE 4-0IGITS AID ONE LETTER ON EACH L16M POLE. THE LETTER AND NUMBERS COMBINATION SHALL E MOUNTED AT THE 16 FOOT LEVEL ON THE POLE FACING APPROACHING TRAFFIC. LEGENDS ;HALL E SEALED WITH TRANSPARENT FILM, RESISTANT TO DUET, WEATHER AND ULTSRAVIOLET EXPOSURE. THE DECAL MARKERS ;MALL E 3 INCH SQUARE WITH GOTHIC GOLD, WHITE RN=LECTORIZED 2 INCH LEGEND ON A SLACY BACKGROUND. '..D. NUMBER WILL E ASSIGNED TO EACH POLE AT THE ENO O THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING FFICE. '7ST FOR THE DECALS SHALL E CONSIDFRED INCIDENTAL TO THE CONTRACT BID. DFJ.ETE COMPLETE SECTION AND REPLACE WITH THE FOLLOWINGR _IGHT STANDARDS SHALL E SPLn ALUMINUM DAVIT STYLE AM SHALL MEET THE POLL DETAIL REQUIREMENTS INDICATED BELOW AND THE DETAIL SHEETS AT THE ,NO OF THESE SPECIFICATIONS. THE POLE GRAFT SHALL E PROVIDED WITH A 4" a 6" FLUSH HAND HOLE NEAR THE BASE AND A MATCHING METAL COVER SECURED WITH STAINLESS STEEL SCREWS OR BOLTS. ILL TENONS SHALL E FACTOR' INSTALLED AND ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING. ALL SIGNAL POLE FOUNDATIONS SHALL BE CONSTRUCTED TO PROVIDE THE POLE ORIENTATION NOTES IN THE PUNS. THE POLE SMALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL EQUIPW -.,S BEEN INSTALLED THEREON, F-20 31141 SIGNAL SYSTEMS ISLPPLMEMAL SECTION] ILL SIGNAL CONDUCTORS SMALL BE STRANDED COPPER AND SMALL HAVE SBO VOLT TEEN INSULATION AND BE O THE SIZES NOTED A THE PLANS. ALL NAILTI-COIDLICTORS USED FOR THE 61,NAL GYS]EM SHALL CONFORM TO DIV16ION 9-29.3 AND SHALL BE OF THE S17EE WED ON THE 61 GNAL WIRING SCHEDUL° AND WIRING DIAGRAM, ALL STRANC,1 MIRES TEPMPATEO AT A TERMINAL BLOCK SMALL HAVE AN OPEN END, CRIMP STYLE SO:ERLESS TERMINAL 'ONNECTOP. AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN ENO SEDERED TERMINAL CONNECTOR. ALL TERMINALS SMALL BE SMSTA:LED WITH A TOOL DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE O �ONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED, ALL WIRING INSIDE THE CONTROLLER ;ABINET :MAM,L E TRIMMED AND CABLED TOGETHER TO MIRE A FEAT, CLEAN APPEARING IMPALLATIDN. NO SPLICIKG O AM tWFIC SIGNAL CONDUCTOR SMALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL * ATTACHED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL iE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUCTION BOX TO THE LOOPS. PWBW 34 Su, 800ntsl Spec YT,cst,.ns (Rar 67/15/05) i 8-20.311410 TES) FGF I/OICTIDN LOOPS AND LEA?IN CABLES (ADDITIONAL SECTION) THE CONTRACTOP SMALL KEEP RECORDS tF FIELD TESTING AM SHALL FURNISH THE ENGINEER WITH A COPY OF 1p5 RESULTS. 8-20 31141E SIGNAL STANDADR IRtPLACEMENT SECTION] THE CONTRACTOR SMALL FURNISH AND INSTALL TFAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS, ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRIOR Tr. FABRICATION. ALL ENTRANCES REQUIRED FOP POLEMOLNTEV SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON ASSEMBLIES, ETC, SHALL BE FIELD DRILLED. lH20 4 MEASUREMENT [REPLACEMENT MEASUREMENT FOR TRENCH AID 3ACKFILL WILL BE BY THE LINEAR FOOT. MEASUREMENT FOP SELECT TRENCH RACKFILL WILL BE BY TMr. TON, MEASUREMENT FOR FOUNDATIONS - CONCRETE, WILL O BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE 1N PUCE. MEASUREMENT FOP CONDUIT WILL SP BY THE LINEAR FOOT. MEASUREMENT FOR JUNCTION OWES. WILL BE BY THE UNIT PER EACH TYPE SPECIFIED. COMPLETE IN PLACE, MEASUREMENT FOR LIGHT STANDARDS. WILL BE BY THE UNIT PER EACH. COMPLETE IN PUCE. MEASUREMENT FOR SIGNAL STANDARDS WILL OF BY THE UNIT PER EACH, COMPLETE ANC IN PLACE. NEASJPEMENT FOR DETECTION LOOP RETURN CABLE 2/C STD WILL BE BY THE LINEAL FOOT COMPLETE IN PUCE. MEASUREMENT FOR SHIELDED PRE-EMPT'ON CABLE 3/C SHD WILL O BY THE LINEAL FOOT. COMPLETE IN PLACE. MEASUREMENT FOR SHIELDED INTERCONNECT CABLE. _PR WILL OF BY THE LINEAL FOOT, COMPLETE IN PLACE. MFASUREMEN'1 FOR TRAFFIC SIGNAL WIRE WILL BE BY THE LUMP SIN, COMPLETE IN PLACE. MEASUREMENT FOR VECHICLE DETECTOR. INDICTION LOOP WILL BE BY THE LINEAL FOOT SAW CUT. COMPLETE IN PUCE, Il-20.5 PAYMENT I REPUCEMEM§ECTION1 PAYMENT WILL BE MADE UNDER& 11 'TRENCH AID BACKFILL, _WIDE. _DEEP", per Lineer Foot. 21 "SELECT TRENCH SACKFILL'. Per Ton. THE UNIT CONTRACT PRICE FOR TRENCH AID BACKFILL PER LINEAR FOOT SMALL BE FULL COIPENSAIICN FOP MAVATING, LOWING, HAULING AND CTHEPWISE DISPOSING OF THE MSTE MATERIALS. FOP BWKF;LLIME AND TAMING BACKFILL MATERIAL AND FOP THE 7ESTGMTION OF THE TRENCH AS SHOWN ON THE PUNS OF AS DIRECTED BY THE ENGINEER ALL IN ACCOROAICF WITH THESE SPECIAL PREVISIONS AM THE STANDAMO PUNS AND SPECIFICATIONS. 3) '_FOUNDATION" PER EACH 41 "CONDUIT. P.V.L.. SCHEDULE 40. " Per Lin. ft. 5) "CONDUIT . P.V.C.. SCHEDULE 00. " Per Lin, Ft. el "DESIGN JUNCTION BUN'. 'EP EACH. 71 "S'TPEET LIGHT STANDARD ", PEP EACH. B) "SIGNAL STANDARD. TYPE_" PER EAC4 BI "DETECTION LOOP RETURN CABLE, 2/C" SM." PEP LINIAL FOOT 101 'SHIELDED PPE- EMPTION CABLE, 3/C SHD" PER LIr, FT. Ill "SHIELDED INTERCONNECT CABLE, _PR" PER LIN FT. 12) "TRAFFIC SIGNAL WIRE" PER LUMP SLR, 131 "VEHICLE DETECTOR. INDUCTION LOOP" PEP LINIAL FO(r, SAW CUT. THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LLBP SUN ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSAI)ON FOP FURNISHING AND INSTALLINV THE STANDARDS AID WIRE AM FOR ALL OTHER " MATERIALS. TOOLS, FOIIP14ENY NECESSARY AND/DP INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS AND THESE SPECIFICATIONS. Sup LeernteL Tipeclficetlone (RsT 07/15/B5) Page 35 i W PAVEMENT MARKINGS r �U2 j OESCRIFTOON [PARTIAL REPLACEMENT SECT101 ]KIP CENTER STRIPE - DELETE APO REPLACE WITH, A SPOKEN YELLOW UNE 4 INCHES VIDE, THE BROKEN OF 'SKIF" PATTERN SHALL BE BASED ON A 25-FOOT UNIT CONSISTING OF A 10-FOOT LINE AND /S FOOT GAP, SKIP CENTER STRIPE IF USED AS CENTER LINE DELINEATION ON A TWO LANE TWO WAY ROADWAY. -DUOLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITHt TNO SOLID YELLOW LINES, EACH 4 INCHES WIDE, BIPARATED BY A 4 INCH SPACE. DOUBLE YELLOW LENTER STRIPE IS USED AS CENTER USE DELINEATION ON MWILTI-LANE, TWE-WAY ROADWAY AND FDA CHANNELUTIDN. DQ STRIPE - DELETE DRE MIP,E - DELETE AND REPLACE WITNt APPROACH STRIPE - A SOLID WHITE LINE, B INCHES WIDE. USED TO DELINEATE TURN LANES FROM THROUGH LANES. FOR TRAFFIC ISWOS AMC CHOSE MASH NARKS STRIPE - DELETE AND REPLACE WITNt A BROKEN WHITE LINE, 4 INCHES WIDE, OEM TO DELINEATE ADJACENT LANES TRAVELING IN THE SANE DIRECTION. THE BROKEN OR "SKIP PATTERN SMALL BE SUED ON A 25 FOOT UNIT CgGISTING OF A 10 FOOT LINE AND 15 FOOT GAP. 40 PASS STFIPEt DELETE .MVFRSIBLI LANE STRIPE- DELETF TWO WAY LEFT TURN LTP1PL - DELETE AND REPLACE WITH[ A SOLID YELLOW LINE, 4 INCHES WIDE, WITH A BROKEN YELLOW LINE. 4 I.CNES WIDE. SEPARATED BY A 4 INCH SPACE. THE BROKEN OR •SKIP" PATTERN WILL BE BASH ON A 25 FOOT UNIT CONSISTING OF A 10 FOOT UK AND A 15 F'M SPACE SSEE DETAIL SHEET). MRRIER STRIPE - DELETE AND REPLACE WITHt A 60LID YELLOW UNE. 16 TO 24 INCHES WIDE. �ROS51St1ALF STRIPE - DELETE AID REPLACE WIDTt A SOLID WHITE LINE, U ICHES WIDE, INSTALLED PARALLEL TO ANOTHER CROGSWALK STRIPt WITH AN B FOOT SPAt,E IN BETWEEN THE LINES. ;TOP DAR - DELETE AND REPLACE WITTt A SOLID MATE LINE, IN WIDTHS OF 12, 1B AND P4 INCHES. THE WID-iH SHALL BE INDICATED ON THE CONTRACT PLANS. 7RAF FIC ARCM - DELETE AND REPLACE W:THt A SOLID WHITE PAIRING CONFORMING 10 CONTRACT PLANS AND DETAIL SHEETS. LF9FIC LETTERS - REPLACE WITH TRAFFIC LEBEMD - DELETE AND REPLACE WITH, A WHITE MARKING USING ALYHLABETICAL UTTERS - GTE CONTRACT PLANS AND DETAIL SHEET. :YCU DETECTOR SYH®L - DELETE a-22.3[51 TOLERANCES Re NE STRIPES [REPLACEMENT 6ECTION1 ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOW6t LEWIN OF STRIPE - THE LONGITUDINAL ACCUMULATIVE SAWA WITHIN A 25 FOOT LENGTH OF GRIP STRIPE SMALL N:.T EXCFED PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SNAIL NOT VARY MORE TRAN PLUS OR MINIS 1/4 INCH. -pa 36 GPPLOmnteL SpW lTlcAtton4 [RHr 0706/851 "2.3151 PAINT/PLASTIC STRIPE LINES REMOVAL tMEV SECTIONI WHERE SHOWN ON THE PLANS OR DIRECT® M THE ENGINEER, THE CONTRAC70R SHALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. IF22.4 MEASUREMENT IREPLACENENT SECTION MEASUREMENT SHALL BE BY THE LINEAR FOCT FOR A INC" VICE SOLID STRIPE, VITN NO DEDLCTIO14 MADE FOP THE SLIP BETWEEN THE STRIPES MEASUR®. B INCH VIDE woO 6TRIPE. 12 INCH VIDE CROSSWALK, BAAFIER STRIPE, STOP BAR, TRAFFIC AIVQWS AND TRAFFIC LEGEND "ONLY" PER EACH. MEASUREMENT FOP ALL ITEMS SHALL BE COMPLETE IN PUCE, MEASUREMENT FOR PAINT/PLASTIC STRIPE LINE RF'^WED, WILL BE BY THE LINEAR FOOT OF _ WIDE LINE E22.5 PAYMENT [REPLACEMENT SECTIDNI PAYMENT SHALL BE MADE UIDERH i, "Pointed A" side Solid Strips" Per Linear Foot 2. "Parntad S" Vida Solid Strips' Per Linear Foot Z. "Painted _" side Barrier Stripa" Per Linear Foot t y.. s. "Pointed 12" side Crosswa La" Per Linear Foot 's 5. "Po in Ead _' Vida Stop Bar Per ones, Foot 6. "Pointed Traffic Arroe" Per Each 7. 'Pointed v,affit Loptnd ' Per Each 6. "Plastic 12" Wds ends@r,tk% Per Linear Foot B. 'P.utic _ Wide Stop Mr" Per Linear Foot 10. "Plastic Traffic Arros" Per Each it. "Plastic Traffic Legend a" Per Each 12. 'Remo vat of Point L1ns _"Wide" per Lin. Ft. 12. 'Ra ovot of Pi"stic Link------Wide Par Lin, ft. 111-00 AaGRESATES &-09.10 AGGAfGATE FOP 9AftVEL BA5E [RAPTI& REPLACEMENT SECTION) ADD TO PARAGRAPH 2 SEN'E/CE r ..a.cept that in no tot* shall the Maximum oil* "coed eight 18, inches. REPLACE PARAGRAPH 3 Vt11ri Gravel Base shell rat the following requir sorts for grading and quality anah placed in hooting vehicles for delivery to the roadway, trench or during manufacture and placemant into a temporary stockpile, The exact point of acceptance mill be Astersined by the Engineer. GRAVEL BASE GPAVTL BASE CUSS A CLASS B Passing 1/4" Sieve 25% air. 25% air. ■� 751 me.. 75s ow. Posting U.S. No, POO 51 ma.. 101 am.. yN Steve (Vet Staving) Passing f200 (Val Suvleg) 2/3 sYr. 2J3 war, Passing FAO (Send Equivalent) 50 air. 30 evi, Suplamentel SpK%ficetions IPA, 07/15/651 Page 27 3-03.12IllA CLASS A IREPLACEMENT Sr;TIDN1 7UVEL SACKFILL FOR FOUNDATION, CLASS A. SHALL CONSIST OF CRUSHED MATERIAL Alp SHALL CONFORM TO THE REQUIREMENTS F SECTION S-03.9 FOR BALLAST. 3::QJRI11B CLASS B LREPLACEMENT 6EC11041 3RAVEL RACKFILL FOR FOUL"TIDNIS, CUSS B, IS HOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL BACKFILL FOP FOUDATIDES, :LASS A. UNLESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKFIL . FOR FOUNDATION, CUSS B. 3RALL CONFORM TO THE REQUIREMENTS OF "3.1131C OWING 34 OR 5-03.10 AGGREGATE FOP GRAVEL APSE, CLASS A. I93.1BI31 GRAVEL BACKFILL FOP PIPE BEDDING EPALTf18L REEL VENT SECTION) AEPLACE FENTELE 1. PARAGRAPH 1 WITNt GRAVEL BACKFILL FOR PIPE BUDDING SHALL CONSIST OF PEA GRAVEL, ADDt WHEN APPROVED IN WRITING NT THE ENGINEER. OTHER CRUSHED, PROCESSED OR NATURALLY OCCURRING GRANULAR MATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FOR PIPE BOOING. �]� GRAVEL FLRROM LJj�L(i�MENT SECT10M7 3RAVEL BORROW SHALL CONSIST M A CLASS A AID A CUSS 0 BORROW CONFORMING TO THE REOUTAE)MENTS OUTLINED IN p-03.1D 46MEGATE FOR GAVEL RASE B-ft 001UNABE BTRUCTIMES, CULVERTS AND DDIDUITB Zlk _j1 .EIPE (PARTIAL REPLACEMENT 6ECTIONI DEETEt ALL REFERENCE TO AN ALUMINLM COATED (ALUMINIZED) CORRUGATED IRON OR GTEEL DRAIN PIPE FROM THIS SECTION. 9-O5.3111A END DESIGN IPARIIAL RGPIACEMENT 6ECTIMI DELETE SENTENCE Q PARAGRAPH 1 iO5 1D STEEL RW fiQiF M-LFARTIAL REPLACEMENT SECTION( REPLACER "TREATMENT 5" WITH aTALATMENT i^ �05=1T ALLMiMIM 5'TOR1 SEINER PIPE (PARTIAL P"PLACEMEMt 6Er*twM 'ELETEt "o cePt that Protective coetinQ MOLL We Treataant 5". tM.1i! PVC SEWEP PIPE IPANTIAI PFPLtCEMENT SECTION] JELFTEt PARAGRAPH 1 -OS•tu DUCTILE IRON SEYEP PIPC IPAET ML REPLACEMENT SECTION] IELETE PARAGHAPH 1 Page 39 6VP(SNPt61 SPOctftcationn IRS, 07115/65) r B-M ILLIMIWATION, SIGNALS. ELECTRICAL E2S.1 CONDUIT [REPLACEMENT SECTION) THE CONDUIT P.Y.L. - NON-METALLIC SWILL CCNFOiM TO ARTICLE 347 OF THE CODE AO ASTM STANDAEDS. THE CONDUIT SMALL BE OF THE TWO TYPES INDICATED BELOW: (1) SCHEDULE @Q EXTRA HEAVY WALL P.V.C. CONFORMING TO ALCM STANDARDS. (2) SCHEDULE HEAVY WALL P,V.C. CONFORMING TO ASTM STANDARDS. B-28.2 JMTIDN BOKES IREPLACEMENT SECTION1 JUNCTION BOKES SMALL BE REINFORCED CONCRETE WITH STEEL FAME ANCHORED IN PLACE AND STEEL COVER PLATE (DIAMOND PATTERN] AC INDICATED ON DEC. IL SHEETS. THE INSCRIPTIONS ON THE COVERS OF THE JUtCTIDN BOKES S ALL BE AS FDLLOWSI (1) SIGNAL ONLY: "SIGNALS" 121 STREET LIGHTING ONL'!t "LIGHTING" 2'y (9) TRAFFIC SIGNAL AND 6TAEE7 LIGHTING FACILITIES: "6-LT^ MFE�3, THE ABOVE INSCRIPTIONS SHALL NET BE HIGHER THAN THE TOP SURFACE OF THE COVER PLATES. F} B-29.3 CODUCTORS. CABLE [REPLACEMENT 6ECT10N1 ALL SIGNAL CONDUCTORS AS INDICATA ON THE PLANS SMALL BE STRANDED COPPER AID :MALL EMPLOY SOD VOLT INN INSULATION CA THE SIZES NOTED ON THE PLANS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYSTEM SMALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS APO SHALL BE OF THE 61ZFS NOTED ON THE SIGNAL Qa WIRING DIAGRAM. WW' THE 2/c CABLE INDICATED FOP THE DETECTION LOOP RE-URN CABLE SHALL BE A SPELIAL COMMUNICATIONS CABLE. THIS CABLE SMALL E BELDEN, ELDFCIL 0720. or EQUAL. WITH F14 AWG COW'JCTDR6 STRANDED (if • 27). THE CABLE SMALL HAVE POLYETHLENE INSULATKD COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TINED COPPER DRAIN WIRE AND A CHROME VINYL JACKET. THE 3/c SHIELDED PRE- EMPTION DETECTOR CABLE MALL PE 3-M 1138 CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM 4' THE DETECTOR UNIT TO THE CONT"t LEA CABINET AID NO SPLICES WILL E ALLOWED. If THE SHIELDED GOMUNICATIONS/616NAL INTERCONNECT CABLE SMALL MEET THE FOLLOWING; 1. CONOUCTORSt SOLID, SIFT DRAWN, ANNEALED COWER, 611E 11 AW6. 2. INSULATION) SOLID. VIRGIN HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE.WITH TELEPHONE SINDUGTPY COLOR y CEDING. !IF 3. CABLE CORE ASSEMBLY: INSUUTE� COIOUCTCRS ARE TWISTED INTO PAIRS WITH VA;NING lA1f (Y►167 LENGTHS) TO t MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. ♦. SHIEUDINGs A CORF"IOWCKIDATION RESISTANT TIMED ETHYLENE COPOLYMER COATED (WIN SIDES] .00P- THICK CORRUGATED ALUMINUM TAPE SHIELD 16 APPLIED LONGITUDINALLY WITH OVERLAP TO PROVIDE 100% ELECTRICAL SHIELDING COVERAGE. A .006 CORRUGATES TAPE AWUED IN THE SAME MANE' 16 ACCEPTABLE. S. DUTER JIACKETR A BLACK. LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED TO WITHSTAND SUNLIGHT. TEMPERATURE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABUSE DURINC INSTALLATIGNI IS EXTNIDED OVERALL TO PROVIDE A CONTINUOUS COVERING. 0 FOOTAGE MARMINOSt FOOTAGE MARKINGS MUST E PRINTED SEUUENTIALLY A MINIMUM OF 2' ALONG THE OUTER P JACKET. SupVrntWl 6pwfM cWtlons 1AWV 07/15/851 PWSN 3B P-28.3 fnMiNUED 7. FILLINGi THE ENTIRE CABLE WITHIN THE OUTER JAMET IS FLOODED WITH PETROLFU-POLYETM LENS GEL FILLING COMPOUND INCLUDING THE AREA BETWEEN THE OUTLR JACKET AID THE SHIELD. -ACH WIRE SHALL BE NUMBERED AT EACH TERMINAL ETD WITH A WRAP--ARDUND TYPE NUMBERING STRIP ACCORDING TO THE SCHEDULL ATTACHED TO THESE SPECIAL PROVISIONS. :LL WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END, CRIMP STYLE 60LDERLESS TERMINAL. ALL TERMINALS :HALL BE INSTALLED WITH A TOOL DESIGNED FUG. -1E INSTALLATION OF THIS TYPE OF TERMINAL AND CRIMPING WITH PLIERS, 4IRE CUTTLAG, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET AID AT INTERMEDIATE POINTS 'HALL BE TRIMMED AND CABLED TOGETHER TO MAKE A MEAT AM CLEAN APPEARING INSTALLATION. io SPLICING OF AM TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLEES OTHERWISE INDICATED ON THE PLANS. ALL :CNDUCTOR RUNS SHALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BINDING HOSTS. THE ONLY EXCFP110N6 SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. THE COMPACTOR SHALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS SO AS TO COMPLETE THE :NSTAL'ATION OF THE SIGNAL AM LIGHTING EGL'IPME I AS SHOWN ON THE PLANS. ALL MATERIALS AM INSTALLATION +E'THODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. GNSTALLATION BE ALL WIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS 7GCEPT AS SPECIFIED HEREIN. :OMUCTORS AND CABLE SHALL CONFORM 70 THE APPLICABLE EPECIFICATIDG6 AS FOLLOWSI (1( UNLL6s OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE APPROVED STRANDED COPPER COFORMING TO 4PPLJCABLE PORTIONS OF AS IR STANDARDS. INSULATION '.L BE BDO VOLT PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROW LINKED POLYETHYLENE, CONFORMING TO APPL'TABLE POPTIDNS OF ASTM STANDARDS. POLYETHYLENE COPOUNDS SHALL NCT BE UFED WHERE EXPOSE: TO SUNLIGHT. THE SRN I INSULATION RF CODE THICKNESS SHALL BE USED. 121 MULTI-OOMUCTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND &HALL BE RATED TO OPERATE ON SOD VOLTS. INDIVIDUAL CONDUCTORS SHALL BE STR...JED COPPER, SHALL BE INSULATED WITH A MINIMUM OF AS MILES PLASTICIZED POLYVINYL CHLORIDE COMPOUND, OR APPROVED EQUAL. AM WALL BE COLOR COD® AND OF SIZE LISTED 11, TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CEDED AM OF 612E LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CABLED `OWT14EA WITH CABLE TAPE AM ENCASED IN A POLYVINYL CHLORIDE SHEATH 75 MILS THICK. INSULATION FHALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS. AWG Abe. Strands CIRCUIT Phase 6eu0e Duce Conductor Color stripe Signet head@.... A 14 19/27 Red. YOULoo. Green None A' 14 12/2i Roc. Yellow, groan White-Whits B 14 1B/27 Rod, Yellow, Green Block 6' 14 19/27 Red, YaLLoo, Green Black-stack C 14 ig/27 Red, Yalloa, Green White Signet Coe. 12 1"5 Whit@ Non@ Control Coe. 12 1s/25 Whit@ Block or Greer 7etsc tor........ A,B.0 12 tg/25 Block None Coo. 12 1B/25 Wits None Spore........... .... 14 is/27 Ned, Y@Lloe. L•een Blue FlosAera........ .... 12 1B/25 Block None service......... .... 10 1P/23 Bistk None ALternste..... .... 12 %kV25 Black More Neutrals (not listed(.. .... 10 15/23 White None Alto mate..... .... 12 111/25 White or Green Nona Pogo 40 Sup UarntaL Spocifitet,ons (Rev 07/15,851 8-28.3 CONTINUED Nlu Lti-conductor cable $Hall be $$saebled as per the feltowing typical IlLuatretione: 0) 2 Conductor — 2 No. 12 AMC. 18/25 strend, consisting of a black and chile conductor. b) 5 Conductor — 1 No. 12 AMG, whital 1 No. 12 AMG, white with groan or black stripe; ono 3 No. 14's Consisting of Phap A. tl B COMYcter — 1 No. 12 AWG, white; 1 No. 12 AMG, white groan or black stripy end 6 No. 14's consisting of Phase A and B. d) 11 Conductor — 1 No. 12 AMG, white; 1 No, 12 AMG white with green or black stripy end 8 No. 121a consisting of Ph$$e A, B and C e) 20 COMNCtdr — 1 No. 12 AMC, wtnte: 1 No. 12 AMG, Whit' with g:ean or black strip; and 18 No. 14's consisting of Phase A, A', B, B', C and Spare. WIRING MILL BE ARRANGED SO THAT COMBINATIONS OF THE ABOVE CABLE ASSEMBLIr SHALL BE USED, WITH THE EXCEPTION OF TYPE XHHIN INSULATION, THE MINIMUM INSULATION THICKNESS FOR ANY ELECTRICAL CONDUCTCR SHALL BE 2/64 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLEY TO THE THICKNESS OF THAT INSULATION IMECIATELY AROUND l.NY CONDUCTOR AND EXCLUDING ANY SHEATH OR JACKET THICKNESS. INDUCTION LOOP DETECTORS SMALL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR MHFRE INDICATED ON rHE PUNS OR AS DIRECTED BY THE ENGINEER, THE WIRE TO BF USED IN THE INDUCTION LOOP SHALL BE NO. 12 A.M.G.. T'PE USE, RHH OR RIM INSULATION. SEE DETAIL SHEETS. 8-29.4 MESSENUER CABLE. FITTING - DELETE 8-23.5 POLE LINE WANDMAyr - DELETE IL29.6 LIGHT STANDANDS (REPLACEMENT EMENT SE"1KNl LIGHT STADADS SHALL BE SPUN ALUMINUM IN ACCORDANCE DETAILS CHDMi IN THE PLANS, AS SPECIFIED IN THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN. t3ifJIZL--Mmm-P ugNT STANDARDS. TIME 6TMIN PpH cS. TIMBER BERVICE SUPPORTS - DELETE 9-25.7 LLMINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BA5FS IREP ACEMENT 6ECT;ONi ELECTRICAL DISCONNECTS SMALL BE IWSTALLED AT ALL LIGHT STANDARD BASES. FUSE HLLDERS SHALL BE WATERPROOF, QUICK DISCONNECT TYPE, S.E.C. OR APPROVED FOWL. FUSED QUICK DISCONNECT KITS EMLL PROVIDE WATERPROOF IN LINE FUSE PROTECTION, ALL CONNECTIONS SHALL BE MADE WITH COHPRESSi ON FITTINGS, UPON `ISCONNECT, THE FLEE SHALL REMAIN IN THE LOAD SIDE OF THE KIT. THE FUSES SMALL BE LOCATED IN TWO LOCATIONS, THE FIRST BEING IN61DE THE HAND HOLE AT THE BASE OF THE POLE AND THE SECOND BEING PROVIDED FOR THE COMPLETE STREET LIGHT SERVICE (IF SPECIFIED) SHALL E LOCAAED IN A TYPE e8" JUNCTION BM AS NEAR AS PRACTICAL TO THE ELECTRICAL LrTILITY COMPANY'S VAULT OR POLE (BOUNCE OF POWER FOR THE SYSTEM). FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SMALL E CAPABLE C HANDLING THE OPERATINC VOLTAGES OF THE CIRCUIT INVOLVHI AND SHALL HAVE THE FOLtOMIMG CMARACTERISTIrq: I. FUSES 6INLL E CAPABLE OF INDEF I`:ITELY SUPPORTING 110% OF THE RATED LOAD. L. FUSES SHALL BE CAPABLE OF SUPPORTING 1351 OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR, S. A LOAD OF 2001 OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS SLOWING OF THE FUSE. 4, FUSES SHALL E RATED AS LISTED BELOW ABED SMALL BE SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS PRNFCT, ACCORDING TC 1HE EANLFACTUREP'S RECOMMENDATIONS THE'1EFOR: M SuPlawental Specifications (Rov 07/15/651 Page 41 1-29.7 CONTINUED LUMINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W 15A Am W IDA 250 W IDA 200 W IDA 175 W IDA 15U W IDA 100 W IDA �. FUSES SHALL BE UL LISTED tiP B MAST ARM Mg ARMS AND TIE - DELETE LED.$ BALLAST, T ANSFOPMERS NPjAUk..HT SECTION] 3ALLAAT FOR NIGH PRESSURE SEDUM VAPOR LAMPS SMALL BE DESIGNER TO PROPERLY OPERATE 100 WATT 654. 150 MATT 555, 'OU WATT EBB, 250 WATT G50, ADO WATT SBt. BALLASTS FOR H.P. SODIUM VAPOR LAWS SHALL BE µ INTERNAL 24o-VDLT gEGULATE14-TYPE (HIGH POWER FACTOR). THE BALLAST SMALL BE PRE-WIRED TO THE LAW SOCKET AHD TERMINAL WARD. THE BALLAST SMALL HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN 1D%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SMALL EMPLOY THE CLASS IF COMPOUNDS IDENTIFIED AS POLYCHLDRIWATED BIPHENYLS (P.C.B.) AS DIELECTRIC. COOLANTS. OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME PLATE ATTACH9] PERMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA. B-28 10 LUMINAIRES [REPLACEMENT SECTION] ALL LUMINAIRES SMALL BE SF THE D36TRIBLJTION TYPE AND WATTAGE INDICATED IN THE PUNS. LUMINAIRES SHALL HAVE A CAST-ALUMINUM MOUSING PROVIDING FOP A SLIP-FITTER TYPE MOUNTING AND CAPABLE OF ADAPTING TO A 2-INCH DIµETER PIPE TENON, LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTCR (DROPf LL LEND) FOR ARTERIALS AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS, THE LUMINAIRE SHALL INCLUDE THE POWER DOOR FEATURE. THE LUMINAINE SMALL PAVE A GASKET BETWEEN REFRACTDP AMC REFLECTOR. A GASKET OR FILTER MATERIAL SHALL BE PLACED BETWEEN THE LAW FOCKET AND THE REFLECTOR. .HE MARIFACTUF.P'S NAME OR SYMBOL SMALL SF CLEARLY MARKED ON EACH LIMINAIRE, EACH LUMINAIRE SMALL HAVE A WEATHEP-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST MUSING SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL SF APPRIKIWATELY THREE INCHES SOLARE AND THE LEGEND SMALL BE A MINIMUM OF TWO INCHES IN HEIGHT. THE DECAL SHALL BE GOLD IN COLOP WITH LAW WATTAGE INDICATED BY THE FOLLOWING NUMERICAL LESFNDI 7 FDP 70 WATTS 25 FOP 250 WATTS 10 FOR 1DO WATTS 31 FOR 310 WATTS 1S FOP 150 WATTS AO FOR 400 WATTS 17 FOR 175 WATTS 70 FOP 700 WATTS 20 FOR 200 WATTS K1 FOR 1.00C VAT ALL LUMINAIRES SMALL HAVE THEIR COMPONENTS SECURED TO THE LUMINAIRE FRAME WITH STAINLESS STEEL MOUNTING /ARDMAPE (NLTS, BOLTS, MASHERS, HINGES. ETC,). THE HOUSING. COMPLETE WITH INTEGRAL BA.LAST, SHALL BE WFATHER-TIENT, Pro° 42 GVPIAwntUl SPNc1T{cWtions (Rev 07/15/W r 8-28 11 CONTROL FO IPMENT IREPLACEMENT 6 CTIDNI UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SMALL BE CONTROLLED BY A COMBIMATIGN OF PHOTOELECTRIC CONTROLS AID LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. Bz28.11111 TIME _LOCK r NTRQVS _ DELETE "BA1121 PHOTOELECTJ� "DNTRO S IREPLACSMIKT SECTIONi PHOTOELECTRIC CONTROLJ SMALL BE PLuG-iN DEVICES. RATED TO OPERATE ON 120 VOLTS, 60 NZ. THE PHOTD-CELL SMALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RANGE - 55 DEGREES C TO 470 DEGREES C. THE PHOTO-CELL SHALL BE MOUNTED EXTERNALLY ON TOP OF THE LWINAIRE, IN A CONTACTOIrCDNTROLL81 SYSTEM, THE PHOTD-CELL TO CONTROL THE SYSTEM SMALL BE MOUNTED ON THE UMINAIRE NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTD-CELL STALL BE CAPABLE OF SNITCHING 1,000 WATTS OF INCANDESCENT LOAD "OM' AS MIN. 9,29,12111 ILLLM INATION RCUIT SPLICES fREPLACEMENT 6ECT10N1 ALL SPLICES AND TAPS SMALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO SECURELY JOIN THE WIRES BOTH MECHANICALLY AND ELECTRICALLY. ALL SPLICES SMALL EMPLOY EPDXY RESIN FILLED IN CLEAR PLASTIC MOLDS 70 FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE KIT SMALL BE COMPATIBLE WITH THE WIRE AND ITS INSULATION AS USED IN THE LIGHTING SYSTEM. B-29JI TRAFFIC SIGNAL CONTROLLRS fREDLACEMENT 6ECTIONI THE UNIT SHALL OPERATE ON 12C VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING CURRENT AM SHALL USE THE POWER LINE FREQUENCY AS A TIME SASE. THE TRAFFIC SIGNAL CONTROLLER SMALL MEET THE REOLIREMENTS LF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMAI STANDARD PUBLICATIONS. COMPONENTS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS SMALL BE INDIVIDUALLY REPLACEABLE LITIL12ING APPRCVED STANDAW SOLDERING TECHNIQUES, INTEGRATED CIRCUITS SMALL BE MOUNTED IN SOCKETS AID $HALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SHALL BE STANDARD "6F THE SHELF" ITEMS. THE TRAFFIC SIGAL CONTROLLER SMALL BE CAPABLE OF INTERFACING WITH THE MULTINNIC REAL TIME, MASTER COMPUTER. THE CONTROLLER SMALL BE CAPABLE OF BOTH ON-LINE OPERATION (CONTROL BY THE WLTISONIC RASTER COMPLTLR) AID STANDBY OPERATION. THE CONTROLLER SMALL ESTABLISH THE SEQUENCE OF SIGNAL PHASES, INCLUDING OVERLAPS, IN CONFORMANCE WITH THE SIGNAL PHASING DIAGRAM ON THE PUNS. WHEN OPERATING THROUGH THE ON-LINE MASTER COMPUTER (MLILTISONIC MASTER] THE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FIXED TIME MODE OF IN A FULLY-ACTUATED MODE WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SMALL BE ACCOMPLISHED AT THE LOCAL INTERSECTION. L38.13121 FLASHING OPERA130N5 ]REP CE jN1 6ECTIONI FLASH UNIT $MALL BE A TWO CIRCUIT TYPE, CAPABLE OF SNITCHING LOADS LP TO 1000 MATTE PEP CIRCUIT ALTERNATELY AT A RATE CF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE. B 28 1,1'31 ENEPCENCY PREEWT19S IR P KT SECTION1 EMERGENCY VEHICLE PRE-EWTION SHALL BE FURNISHED EITHER AS SEPARATE WITS OR AS MODULES THAT PLUG DIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE UNITS. THE PRE-FWT10N SYSTEM OPERATION SMALL BE COMPATIBLE WITH THE 3M COMPANY •OPTICOM SYSTEM WHICH THE CITY OF RENTON IS CURRENTLY USING AM SMALL BE CAPABLE OF BEING ACTIVATED BY THE SAME TRANSMITTERS. WHEN A PRE—EMPTION DETECTCR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SMALL MOLD THE CONTROLLER IN THE REOCIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES, THE PHASE SELECTOR SMALL HOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR NO LONGER DETECTS THE EMERGENCY VEHICLE. Wpt~tAl Spmlhotionc (Rmv 07/15/85) Pose 43 3-Y8.13131 CONTINUED WHEN THE PHASE SELECTOR IS REIPOWI146 TV ONE DETECTOR, IT CALL NOT RESPOND TC ANY OTHER DETECTOR UNTIL CALLS -ROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON, SIGNAL BEING RECEIVED. CHANNEL :ALLED. SWITCHES SHALL CONTROL SYSTEM POWER AND SIMULATE DETECTOR CALL FOR EACH PHASE. 3-25.13141 WIH ` 1 DIAGRAMS IREPLACEMFNT 6EC1IOF1 THE CONTROLLER C. 'MET SHALL HAVE A WATESPTOGF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET )OCR. AT THE 71HE �- DELIVERY THE ENVELOPE SHA.L HAVE FOUR COMPLETE BETS OF SCHEMATICS AID MANUALS FOR ALL ASSEMBLIES AND SUB-ASSEMBLIES. N-29.13L61 RW1ID INTERFERENCE 6UPPRESGORS 1REPL6CEMENT CT 1 CORNELL-OUBILER RADIC INTERFERENCE 'ILTER W 10601-1 30 AMPS OR EQUIVALENT SHALL BE USED TC FILTER THE A.C. 'OWER. ADDITIONALLY. ALL POWER SUPPLIES SHALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13171 TRAFFIC-ACTUATED CONTROLLERS (REPLACEMENT SECTION] ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLUME-DENSITY OPERATION SMALL BE 'ROVIOED IN ACCORDANCE WITH MEMA STANDARDS. THE CONTROLLER SHALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUNCTIONS SHALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SHALL HAVE KEYBOARE) ENTRY AND LIOLID CRYSTAL DISPLAY. FOP THE STANDBY OPWTIDN, THE TRAFFIC SIGNAL CONTROLLER SHALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AID ALL FUNCTIONS FOR SIGNAL OPERATION IRA A FULLY-ACTUATED MODE. STANDBY OPERATION SHALL AUTOMATICALLY MCUR UPON OPENING OF INTERCONNECT LINES, FAILURE OF CENTRAL MASTER COMPUTER. OR WHEN SPECIFIED NT THE INSTEP. THE STANDBY OPERATION SHALL FOLLDW APE BE COINCIDENTAL IP PHASE 70 THAT PHASE BEING DISPLAYED AT THE STANTT OF STANDBY OPERATION. TRANSFER FROM COMPUTER SUPERVISION SHALL NOT CALL UP A STARTING YELLOW. 6-28.13I71A ENVIRORMENTAL PERFCPNANCE AID TEFT 61ANDARDS FOP SOLID-STATE TRAFFIC COgMIUM .o pLACENENT CTI N .— TRAFFIC ___-- _ ..._ THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES. INCLUDING THE TRAFFIC SIGNAL CONTROLLER, AUD(ILIAPY CONTROL EQUIPMENT AND CABINET SHALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTINC AND CHECK-OUT OF ALL TIMINC CIRCUITS. PHASING AND SIGNAL OPERATION SHALL BE AT THE CITY OF RENTON SIGNAL SHOP, RENTON, WASHINGTON. THE SIGNAL SHOP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DEMONSTRATIONS. THE CONTFACTOR SHALL ASSEMBLE THE CABINET AND RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTPACTOP OF ALL INTEGRATED COPONEK76 SATISFACTORILY FUNCTIONING SHALL 67ARY THE TEET PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE IXTENCED UNTIL A MINI" OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER Cr ALL COMPONENTS FUNCTIONING PRDrERLY SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING OF ALL AFOFESTATfr CONTROL SEAR WHEN FIELD INSTALLED. 8-28.131711 AUILIAPM EOUIPNEN'T FOP JWFIC ACTUATED CONTFOLLEW IRE9 &EMENT SECTION] -QWER SWITCHES THERE SHALL BE A MAIM POWER SWITCH INSIDE THE CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT ELECTRICALLY DEAD WHEN TURNED OFF. THERE SHALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER THE CONTKALFR AMC LOAD SWITCHINC EVICES ELECTRICALLY DEAD WHILE MAINTAINING F'ASMING OPERATION FOP PURPOSES OF CHANGING CONTRULLERS OR LOAD SWITCHING DEVICES. Page 44 GPPIaMntaU SPac/tfcations (Rev 07/15/851 If29.13171B CONTINUED STCP TIME BYPASS SNITCH THERE SMALL BE A SNITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SNITCH. IF THE INTERSECTION IS PLACED ON FLASHING OPERATION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE MONITOR. THE CONTROLLER SHALL IMMEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SHALL REMOVE STOP TIME FROM THE CONTROLLER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING OPERATION. OETECTDR TEST BNITCN EACH VEHICLE AND PEDESTRIAN PHASE SMALL HAVE A MOMENTARY (SPRING Fcl URN1 DETECTCR TEST SWITCH. WHEN OEPRE66ED. THE SWITCH SHALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PHASE. CONVENIENCE OUTLET AND UM SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AHD AN INCANDESCENT LUMP SOCKET SHALL BE FURNISHED IN THE MAIN CABINET. A D0014 SWITCH FOR THE LAW SHALL BE PROVIDED. THIS CIRCUIT SHALL BE PRCTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAIL SAFE UNIT THE FAIL SAFE UNIT SHALL MONITOR BOTH THE POSITIVE AID NEGATIVE PORTIWi OF THE A.C. SINE WAVE FOR ALL GREEN, ANTLER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF COFLICTING INDICATIONS SHALL NCT BE LONG ENOUGH TC BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SHALL BE A VISUAL INDICATION THAT THE MONITOR HAS PREEMPTED NORMAL OPERATION. .4 ¢IZGR E PRCTECTOR [LIGHTING ARRESTER] THE CONTROLLER SMALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SMALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAG'. SHVGEE THAT COULD DAMAGE THE CONTROLLER OR AM OF ITS COPDNENTS. i FIELD WIRING TERMINAL THERE SHALL BE A TERMINAL STRIP FOP FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL BE NUMSFAED IN KCOEDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. IF A DIFFERENT NUMBERING SYSTEM I6 USED FOP THE CABINET WIRING , THEN BOTH NUMBERS SHALL LABEL EACH TERMINAL AND THE CABINET WIRING SCHEMATIC DRAWINGS SMALL R INCLUDE THE FIELD AIRING NUMBERS WHERE THE TERMINAL STRIP I6 IMLUI6TRATED. A COMMON BUS SAP WITH A MINIMUM OF TB TERMINALS AND A GROUND BAR WITH A MINIMUM OF 6 TERMINALS SHALL BE PROVIDED. RLWUT fp INTERALE UNIT INTERFACE COMMUNICATION DEVICES SHALL BE DESIGNED AS SEPARATE UN176 OR AS MODULES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SMALL BE USED FOR ON-LINE COMPLIER CONTROL OF THE INTERSECTION AM SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AID SIGNAL STATUS INFORMATION AND RECEIVING AND DECODING COMMAND INFORMATION FROM THE COMPUTER ALL IN CONFORMANCE AM WITHIN THE CAPABILITY OF THE MULTISONIC MASTER COMPLIER UNIT AM THE INTERCONNECT CABLES. IN THE EVENT OF LOSS OF SIGNAL FROM THE MASTER COMPUTER THE INTERFACE CONNNICATION DEVICE SHALL EMPLOY THE LATE6I STATE-OF-APT ENLODINVOECODING, MULTIPLEXING TECMOL061EE IN GOER TC PROVIDE FOR THE 61-DIRECIIUNAL COMMUNICATION OF DATA AND COMMAND INFORMTION BETWEEN THE MASTER COMPLTER AND THE INTERSECTION. Bs28 13[710 COMFOLLF 9A61 METE IPEF'LACEtMENT 6ECT10H] EACH TRAFFIC CONTFOLLFR CABINET SHALL PROVIDE A WEATHERPROOF HOUSING AID HAVE THE FOLLOWING RECLIREMENIS: 1. CONSTRUCTION SHALL HE OF SHEET STEEL . 2. THE CABINET SMALL CONTAIN SHELVING, BRACKETS. RACKS, M. TO SLFPOFT THE CONTROLLER AM ALL AUp1ILIARY EOLIPIIENT. SupleeenteL Specifications (Rev 07/15/851 Pe24 46 9-28.13171D CONTINUED 3. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY EQUIPMENT AN) ANY REQUIRED APPURTENANCES. 4. THE CABINET SMALL HAVE A FILTERED AIR INTAKE AMC A VENT FAN. THE AIR INTAKE FILTER SHALL BE CAPABLE (F IMPEDING FOREIGN BODIES, SUCH AS DUST. LINT, ETC. THE VENT FAN SHALL BE IN THE TOP OF THE CABINET AID THERMOSTATICALLY CONTRCLLED. 5. THE CABINET DOOR SMALL BE PROVIDED WITH THE FOLLOWING1 •. THE MAIN DOOR OF THE CABINET SHALL INCLUDE A TWO POSITION BAR STOP AND SHALL BE SECURED WITH A CORBIN TYPE 2 LOCK. THE MAIN DOOR SHALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL PDL'E LOCK. INSIDE THE POLICE PANEL THEME SHALL BE A SIGNAL WOFF SWITCH WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE MIEN PLACED IN THE "(FF" POSITION. A SECOND SWITCH SHALL BE THE ALMD-FIAGH SWITCH. WHEN PLACED IN TNF. "FIASM POSITION. CONTROLLER POWER SHALL REMAIN ON AMC CONTROLLER SHALL STOP TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER. o. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SHALL BE A DURABLE ALUMINUM OR HI MERTONE GAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS. c. BOTH DOORS (MAIN AND POLICE PANEL) SMALL HAVE ONE-PIECE WEATHER-PROOF NEOPRENE GASKETS. �-28.15 FLASHING MACON CONTPDL - DELETE '}28.18 VEHICULAR SI GKAL HEACS (REPLACEMENT SECTIONI VEHICULAR SIGNAL HEADS SHALL HAVE THE LENS SIZES AS SHORAN ON THE SIGNAL PLANS. VEHICULAR SIGNAL HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS APO BE SKPANDASLE TYPE FOR VERTICAL MOUNTING. LENS SHALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT, 9-26.16121A _OPTICAL UNITS (REPLACEMENT SECTIGN1 THE HEM OPTICAL UNITS SHALL CONSIST OF LENS, REFLECTORS, LAMP HOLDERS, AND TRAFFIC SIGNAL LAMS VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO GOO FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL B INCH CONVENTIONAL WADS SHALL EMPLOY 67 OR 68 MATT TRAFFIC SIGNAL LAPS RATED FOR 130 VOLT OPERATION. 525 MINIMUM INITIAL LUMENS, 665 MINIMUM INITIAL LUMENS, 8000 MR. RATED LIFE. 2 7/19 INCH LIGHT CENTER LENGTH. "I BULB. MEDIUM BASE. CLEAR IN COLOR. TWELVE INCH CONVENTIONAL HEADS SHALL BE FURNISIHED WITH 165 WATT TRAFFIC SIGNAL LAMPS RATED FOP 130 VOLT OPERATION, 175D MINIMUM INITIAL LUMENS, SOSO HR RATED LIFE, 3 INCH LIGHT CENTER LENGTH, P-25 BULB. MEDIUM RASE, CLEAR IN COLOR. ALL BULBS SHALL BE INSTALLED WITH THE FILAMENT OPENING POINTED OP. ALL SISAL LENSES SHALL BE OF THE COLON, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND SPECIFICATIONS, THE LENS DESIGN SHALL GIVE AN OLRWAFO AMC DOWNWARD DISTRIBUTION OF LIGHT WITH A MINIMUM ABOVE THE HORIZONTAL. THE LENS SHALL BE GLASS AM SHALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY TO MERCER THE INTERIOR OF THE LENS AM REFLECTOR WEATHERPROOF AND DUST-TIGHT. THE REFLECTOR SHALL BE ONE. PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL UNIT SHALL BE DESIGNED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SUN'S RAYS EVEN AT TIMES OF THE DAY WHEN THE SUN MY SHINE DIRECTLY INTO THE LENS. 8-28.16121E PAINTING SIGNAL HMS IREPLACEMEMT SECTIONI SIGNAL HEADS, INCLUDING OUTSIDE OF VISDRS APO BACK OF BACK PLATES SHALL RA FINISHED WITH TWO COATS OF FACTOPY-APPLIED TRAFFIC SIGNAL YELLOW EARED ENAMEL. THE INSIDE OF THE VISORS AM FRONT HF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACT ENAMEL. 3-28.16131 POLYGRBURATE TRAFFIC SIGNAL HEADS - DELETE 8-26.16131A B INCH POUCARBOHATE TRAFFIC SIGNAL_ ADS - DELF"TE Pye 46 SuPUrntol 4w OficAtlonA (Rov 07/15/851 9-28 16(31B 12 INCH POLYCAWNATE TRAFFIC SIGNAL HEADS - DELETE 9­29.J7 SIGNAL MEAL MOUNTING BRACKETS 4RD FIRINGS (REPLACEMENT SECTION) VEHICLE AND PEDESTRIAN HAND MOUNTING HARDWARE SHALL BE A6 IRDIGTED ON THE CONTRA[( PUNS AND DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS O FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. 8-28.18 VEHICLE DETECTOR IREPLACEMENT SECTION) yHp DETECTORS SHALL BE USED FOP ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM DETECTION OPERATION. DETECTORS SHALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. S-2b.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION) PEDESTRIAN SIGNAL HEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE HEADS SHALL DISPLAY TWO SYMBOL MEWOE5. "HAND" (FOP THE DID HOT WALK MODE) IN PORTLAND ORANGE AND "IAh" (FOR THE WALK MODE) IN LUNAR WHITE. 111E MESSAGE MODULE SHALL CONSIST OF TWO NEON GAS TUBES ENCLOSED IN A HOUSING MADE OF POLYGRBONATE PLASTIC. THE LENS MATERIAL SHALL BE PELYCARBONATE PLASTIC. HOUSINGS SHALL BE CIE CAST ALUMINLIM AM SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW SAKED ENAMEL. THE VISORS SHALL BE FLAT BLACK IN COLOR. G-29.20'21 NEON GRID TYPE LREL69EPENT SECTION] z ALL NEON GRID HEADS SHALL BE EQUIPPED WITH Z-CRATE TYPE VISORS MADE LF POLYCARBOHATE PLASTIC DESIGNED TU ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE 1MK40EMER ENCLOSURE WHEN THE MODULE IS IN ITS PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE MODULE SHALL BE 115 VAC WITH THE "HAND" SYMBOL OPERATING ON A 4.5 WATT MAN. AND THE "MAN" SYMBOL OPERATING ON A 38 MATT HAK. p 20.21 FLASHING BEACON - DELETE PB 24 SERVICE CABINETS (REPLACEMENT SECT}QN1 THE 6111AL/GTREFT LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PUNS AM DETAIL 61EET5. ALL ELECTRICAL CONDUCTORS, BLISS BAPS MO COIVUC70B TERMINALS SHALL BE COPPER OR BRASS. THE CABINET SHALL BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED FCR ETTERIOR SURFACES AM 1s GAUGE FOP INTERIOR PANELS. DOOR HINGES SHALL BE THE CONTINUOUS CONCEALED PIANO TYPE AND NO SCREWS. RIVETS OR BOLTS SHALL BE VISIBLE OUTSIDE THE ENCLOSURE. THE CABINET DOOR SHALL BE FITTED FOP A BEST INTERNAL D( TYPE LOCK. THE CABINET SHALL HAVE VENTILATION LOUVERS ON THE LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR SHALL HAVE A ONE PIECE WEATHER PROF NEOPRENE GASKET. F28 24(11 PAINTING (REPLACEMENT 5t:TIONI THE FINISH COAT SHALL BE A FACTORY BAKED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SIP*. UHALL BE ETCHED BEFORE THE BAKED ON ENAMEL IE APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF OKTEP—P -4DE OF WHITE METAL ENAMEL. B-28.24(2] ELICTAICAL CIRCUIT BREAKERS AND CONTACTORS LREFLACEMENT SEC710NI THE ELECTFICAL CIRCUIT SAMBRE AND CONTACTORS SHALL BE AS INDICATED ON THE COMPACT PUNS AND DETAIL SHEETE. THE FOLLOWING EQUIPMENT SHALL BE FEATLRED WITHIN THE CABINET: 1. Main Circuit Breaker 2. Branch circuit breaker& 3. Uti4ity Plug (120 ro Lt-20 AP rated] G.F.I. TYPE 6; 4. Light control test nttch 020 volt-15 saP) 5. Contactor relay for etch circuit i Suplaeental &Pat ifications (Rav 07/15/651 Page 47 3-29,24(21 COHTI HIM S. Double pole branch breaker (a) for lighting circuits (240 wit) 7. One 120 wit, 20 amp single pots branch breaker (for utility Plugs. B. Type 3-single phase 12O/240 volt grounded neutral service g. One 120 wit 40 amp single pole branch breaker (sig"t service) 10. Complete provisions for 16 breaker pulse 11. Mere plates phmotto black with white engraving except the lain breaker which shoLI be re] with white lettering. Atl nacre plot*$ Shell be attached by B.S. acre". 12. Meter base sections are umece*$sry L-29.25 AMPLIFIER. TRANSFOWER AMC TERMINAL CABIMET6 LREPLACEMENT SECTION1 THE POLE MOUNTED TERMINAL BOX SHALL BE MADE OP MOLDED FIBERGLASS, BE GREY IN COLOR, BE APPROVIMATELY 10" HIGH x 3" WIDE x e" DEEP AND NAVE A MINIMUM OP 16 TERMINAL6 ON THE TEWINAL BLOCKS. THE BOX SHALL BE WEATHER TIGHT, ..AVE A SINGLE DOOR WITH CONTINUOUS HIN(E ON ONE SIDE AND SCREW HOLD DOWNS ON THE .IC OCKING SIDE. ALL HANDWARE VILL BE RAINLESS STEEL. �30JA DUCTILE INN PIPE (PARTIAL REPLACEMENT SECTION] cARAGRAPH Is REPLACE %LASS 53 sloe CLASS 50" WITH -CLASS 52" J-30 3A GAIT VALVES [PARTIAL PEPLACEMEM SEC]j_ONJ REPLACE PARAGRAPH 1 WIThn VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI, BATE VALVES SHALL BE IOWA LIST ts. MUELLER COMFANY MD. A2360. PACIFIC STATES, U.S. METROPOLITAN, KENNEDY, OR MLH. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SMALL BE OBTAINED PRIOR TO DID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN B" x 24" CAST IRON GATE VALVE BOX AMC EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL WE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 9-30.3E VALVE MARKEP POSTS IPAE91AL REPLACEMENT KrT,"K REDUCE PARAGRAPH 1 WITML VALVE MANNER POSTS SMALL RE INSTALLED AT THE DISCA,71ON OF THE CITY IN THOSE UNPAVED AREAS WHERE THE TOP OF THE VALVE SM COULD BE COVERED by HEEDS. SHRUBS, BARK OR OTHER MATERIALS. THE VALVE MARKERS SMALL BE FABRICATED AND INSTALLED IN CONF0F&"E WITH THE STANDARD DFAWINGE. 9-30 E HYDRAhn (REPLACEMENT SECTION) FIRE HVDEAKTS SHALL BE IONA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO 8I0 OPENING. fr-30.6A END CONNECTIONS (REPLACEMENT 5ECTIONI HYDRANTS SHALL H CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL OESLT3PTION, Page 49 Sup LOWntaL Specification. tiler O)/15.'B51 @30 SB HYDRANT IMENSIDNG (PARTIAL REPLACEMENT 6ECTIONI REPLACE PARAGRAPH 1 WITH, FIRE NM ANTS SMALL BE CORM TYPE JOPENING WITH THE PRESSURE) CONFORMING IC AWNA C-504-00 WITH A 6 INCH 1N FT AND A M.V.O. OF 5 INCHES. TWO 2 1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 1/P THREADS PER INCH AND ONE 4 INCH PAMPER NOZZLE WITH THE MEN SEATTLE PATTERN 6 THREADS PER INCH, SO DEGREES V. THREADS, D.D. THREAD 4.875 AID ROOT DIAMETER 4.6263, 1-1/4" PENTAGON OPERATING NUT OPENED SY TURNING COUNTER CLOCKWISE (LEFT). FIRE HYDRANTS &HALL BE IEAA OR APPH.')VED EOIAL. APPROVAL MUST BE OBTAINS PRIOR TC 810 OPENING. 8-30 78111 FOLIDATION MATERIAL CLASS A AND CLASS B IPA FTIA o P ♦ f'TT 6ECTIWI 'p1[ PARAGRAFH 1. REPLACE 1ST SENTENCE WITNR FOUDATION MATERIAL CLASS A AID CLASS B SHALL BE CPUPHED GRANULAR MATERIAL AND SMALL CONFORM TO THE FOLLOWING GRADATIONS WEN TESTED IN ACCORDANCE WITH AETN D422. 8-30.71612 FOLKATION MATERIAL CLAS6_g - DELETE r H> l IF t� ■ Y,pleorntol SPOCitLt4tlone (RWV 07/15/25) Pose a M SPECIAL PROVISIONS r r CITY OF RENTON Sewer trojectf 5 - 384, 3B5, 386 B" Sewereann Installations 1985 CBD Sanitary Sewer System Rehabilitation SPECIAL PROVISIONS 1-03 AWARD AND EXECUTION OF CONTRACT 1_3. 1 CONSIDERATION OF BICS iSJC,EI'r N•p' rn3N The City reserves the right tc de:ete any of the three schedules from the project without any renegotiation of the contract orrce. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.16 PRCTECTION AND RE'TORA•ICN OF PROPERTY (5UPPLEMENTAL Sr-TrON` Private property such as plants, shrubs, trees, forces, and rackerios -- within the public right-of-way shall be removed and restored to the �. satisfaction of the property owner. It shall be the contractors i responsibility :o notify each property owner when it is necessary to IL responsibility such improvements to facilitate the contractors progress, and to remove those improvements to locations requested ty the property owner or to restore thee in, their original location in as near original condition as possible. a Such removal and restoration shall be considered incidental to the project and no further COmpensation will be made. 2-09 STRUCTURE EXCAVATION 2-09 S PAYMENT (SUPPLEMEN-A' SE-TION' 6. "Gravel Backfill Iknndl.", per Tor. Gravel Backfill shall to paid Orly far that used to bacLfill .ithin the trench lie;ts fOf excavation as set forth in this section (2-09). Ar.y material used outside U_-e limits will be the contractors responsibility and no further payment shall be made. 7-02 CULVERTS 7-01.5 PAYMENT (REFLACEMEK crr•rnw) Remavzng and relaying existing culverts will be Considered incidental ta, am the pr Gjott and no fwrther Compersat.on will be made 9 7-17 SANITARY SEWERS 7-1S 117A SEWEF TRENCH tSU°PLEME"rAL SECTION! All excavation, placing of pipe, and back: .fling shall be done in accordance with State of Washington Safety Standards for Construction Work, Part C of the latest edition. Sewer Trench excavation and backf,ll shall be done in acccrdance with s action 2-09 STRUCTURE EXCAVATION CLASS A OF CLASS B. iF _laic Materials (SUFFLEY.ENTAL SECTION` tR� P,V.C, FSPE: P.V.C. sewer pine shall conform to A.S.T.M, ➢5031 except as otherwise pro„ded. Rubber gaskets for F.V.C. pipe shall conform to A,S.T,M, ➢1869. Fittings shall be of the same material and class as the pipe. 7-j7.3(1)5 PIPE BED➢IN6 (SUPPLEMENTAL. SECTION) f� Pipe bedding material for PVC pipe shall be placed to a depth of 6' belowg $! the bottom of the pipe and extending up to V above crown on all pipes. The hand-placed bedding around the pipe and to a point 6' inches above croon shall be foot-tamped until is unyielding. The remaining backfdll %bill be mechanically tamped with hand-operated mechanical or pneumatic tampers, to 95% density. e Pipe Bedding shall be considered incidental to the Pipe and no further compensation shall be made. 7-17.3(2)A Survey Line and Grade (REPt A^EMENT SECTION! Construction staking shall be providpd by the contractors surveyor as Provided in section 1-05,5121 of the supplemental specifications. The laser method of establishing line and grade may be used as specified in section 1-05.5f11 of the supplemental specifications. 7-17.7(2)M Sloe Sewer Connections (SU^P;EMENTAL SECTION` TEES/STUBSi Tees shall be installed where shown c the plan., or as directed by the Engineer. The unit bid price per each Tee S"all be ccmplste compensation for all labor, material, fittings and equipmert necessary for complete installation. Supplemental Specifications Page 2 7_-17.3121N fCONTIN � pl The unit bid price per L.F. for 6" sewer pipe shall be complete compensation for all labor, materials, fittings and equipment necessary for complete installation; including excavation, bedding, backfill, placing pipe, connection to txisting side sewer, removal ano replacaaent of concrete curbs, putters, driveways, and ` sidewalk. No tunneling under the curbs gutters, sidewalk Or driveways will be allowed. On Schedule A and Schedule a side sewers shall be replaced to the Right of Way line wlth new 6' side sewer in accordance with the detail bound herein. On Schedule B (Powell Ave SW) @.,sting side sewers shall be reconnected within the fair line trench. 7-17.31213 CONNErTIONS TO MANHOLES (NEW SE TION) N All pipe through manhole walls shall have an `0" ring rubber gasket, in a manhole coupling conforming to ASTM C-47e specifications, Johns-Mansville or equal. For connectier.s to existing manholes, the manhole wall shall be core-drilled. A conical type flexible seal equal to Kor-N-Seal shall be installed. SECTION 7-17.5 PAVNEN7 (SUPPLEMENTAL SECTION) S PAYMENT FOR PIPE INSTALLED SHALL SE MADE ON THE FOLLOWING SCHEDULE ONLYc ( CONDITION OF PIPE INS TA D LFRCENT OF BID PRICE PA,,p �`. FIPE INSTALLED AND NOT TESTED. C0.0% PIPE INSTALLED AND TESTED. 9:.OY PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.02 tv Paymmnt for trench excavation and 6ackfill shall be in accordance with sectidh 2-09 STRUCTURE EkCAVATION CLASS A OR CLASS B. Supplemental Specifications Fage a i M STANDARD DRAWINGS Rim /47 CA5 1t-J6 SEE APWA 5TO. PLAN 42 ADJU5TMENT 5E71CN it MODIFIED S �P PEK APWA 5TD. ., PLAN 4!. PRECAST MAW-L. E r✓EGTiUN5 5TEP9 PER APWA :::., 5TD PLAN Al. � ` AUGERED LlOLE SAL WfC1J r Arz M5TU6 COLLAR A►JD \ CEMENTTU WALL OF LIOLE. INSTALL UALF PLUa I I Wtfu UPPER PALF GUT OPP OR Nt)nAR DWI 5TRAP TO WALL evCE DIETAIL i ` IIi I aPvc BuW 44ANC PLACED eTe AW.WK OOL?,TYP. GALVANIZE ENTIKE STRAPPING Al' KATU5. PIPE 5TKAPPING CITY OF RENTON o[rurr[n♦ OF ►u[uc wow[[ PLAID VIEW M[NMO O .L .N[MO. CMCIR9 \U • �, R/W al w I1—_-_ CAR EXIST. SIDE SEWER EXIST. 6SEWERSTUB-7 (REMOVE TO R/W) l/ tST. E)S4fV.SEWER- - �-- fi'X 4"REDUCER 6"WYE 1/8 OR 1/16 BEND AS REOUIRED PROPOSED 6" SEWER STUB MAIN RUN SIZE X 6 TEE PROPOSED SEWER MAIN TYPICAL STUB CONNECTION N T S. CITY OF RENTON ENGINEERING DEPARTMENT r TYPICAL STUB CONNECTION DE SIGHEDF1LE NO -_ DRAWN SCALE SHEET L OF CHECKED PPROVED PnFc 208 STnndnrd Drawings ( ASPHALT CONCRETE ON DITDIIIOUS PLANT MIX REPLACEMENT PATEN CUt SMALL E( VEPTICAI 5nD IY REMOVE LOOSENED ASPHALT TRIA VERTICALLY (/STRAIGHT LINES AS DIRECTED, # EXISTING ASPHALT PAVEMENT CONCRETE ` teISTIIIL COrq AETE PAVEMENT — [DnIAMI[D [R USN(D ROCK TYPE AIR. [, VN(N ORDERED EXISTING RIGID t•f[ A,. IV DY THE tw GINE(N COMPACTED TRENCH SACKIILE A l T L R N A T I • ' ASPHALT CONCRETE ON DITUNIHOUS PLANT MIL IAY(II[NT REPLACEMENT CUT SMALL E( YVIICAL PATCH •_ TMICAM[SS 01 pIS11ML AND IN S MAIOMT LINES CUT WITH PNEUMATIC PAVEMENT CUTTfR PAVEMENT PLUS I.. AS DIRECTED tRISIING ASPHALT�� �PAVEMIMT COY(N[T( PAVEMENT EXILTIN4 [ICED eAs[ —• •- e �VNIA! YICTN 0I PATCH IS LESS THAN S• * WHERE PATCHIS A. ORJ 0/WMINUS MORE IN WIDTH CRUSHED ROCK ' COMPACTED TRENCH SACKIILL,' ( !.• 6" T}" YAM IAllf I}" 6'• S" RIGID PAVEMENT WITH ASPHALT_ COMCRf Tf SURFACE A l T ! A N A T f ' S ' 'E(MENT CONCRETE PAY[HNT— T Y P I C A L P A T C H 10 A A I A 1 0 P A V E M I N T AMA CONCRETE OR DITU XI HO US EXISTING ASPHALT CONCRCT( PLANT MIX REPLACEMENT PATCH Y' "IN SUR/ACI EXISTING OIL MAT [ MIN / (\ LOIf TING DAL[ [.. 9/6 NII'U$ CRUSHED ROCK COMPACTED TRENCH DACKIILL T Y P I C A L P A T C M I D A f I E I I E I t I A V L R I N T C(N[RAL NOT(: EONC MIX H DO NUT SCALE SNAIL CLASP D.$f' 1/tjH.t,i. OR CLASS ERSS S(1-1/2) VAICM•Y[N If LI(1I1[0. PAYMENT CITY OF RENTON CONCRETE CLASS 1 ) ION PAVEMENT PATCH", Ip I(M' MALT( ONC Pavement Patching"ISI HALT CONCRETE CLASS 'S' IOR IAY[N[NT PATCH", PEN TOY ,'BITUMINOUS PLANT RIX FOR PAVEMENT PATEN", PER TON Standord Plan No 18 S wl w-,oAl xwl.1 N[p1YLI.K. w �■e llll 1.wYs p.NI No N�pw3 fxu .A. Ytlrty'1' yI Y`NH.IIN N[Ym J— 1•' /p4W i nW WHt W W[ MM1[ NNN Y't4M1t .WM l AA(THAN) 0 LHw ITM frYI 1 vW..1q NM ILIW rNl N. rLV I Y Nr0 p p W I! IW Y.wa NN,Net of t Yy l fxM IS'Nrp` _WN i Y'0\IYpll AN M11[ull 1pl i[!1 rM MWr 1WY 1.rl Nt.d H[RAN Are YIM L"rlW S1W1 rMn. If a YWIY [LIMO`NI Al 4W T O nxlp 1 l pp TI pM 4W DEN[Y 1[T1tY1 i A".Y'Npl[l.IT11IY1 ____ • Ir.r L TYPICAL BUILDING SEWER INSTALLATION PLAN ^ L' HIL rlrl 1 1011 IIN Y' 4".IWAL.o 11[N WItNYp SIW. n LGAA.iK _ O.IW4 YP Ili f NWWf[liYNld,i Ill All rpNnlMSwUL N SWIYt[0 tW4 H"Lt. D: t-M wpr[MYLup V.J AR\[DE "It IDEA p Mp CNpaW 1".A'.. WA ' 1111K rN[A,n0 rLlpNo 1! �S tlsr tN C rur p ro nuuo ' x N w[r.1M,p1 `f f♦d uwt A BUILDING DRAIN [ rvwrnN oI•fw1.H. vNI wwrtn d. r IpMU.4 w.I♦ •s,w uw.It.`Ytt p r..It'.1.M[ I'll Y [H♦ •1u FOR LOW HOUSES of RAIARA1.111�a AylATTRA, Tu I.NN u.111", +; 1 `+�N1Nn r.L 55W wp w 11.Do d rLW '2 ■ d[Yp M[rl5.ly4 6 NW.IT[, ]. Trls AT IIN Mp rITIWS TART iM AD KH.0.1w11N, 1 ` Wp IN[YL pYILOrM4 S{Wr[Ml I'll 5IW.1 3.4,M IN.OM01.TM NNNWYT AT ILh II NNS MIV[I.,Mli.Nli,wp FIDES.5 FRAY,M NYNw WNT N 1111111..r nl~11.. E ai "WINO SMLL N WtI All IDMT ' 3 .xu1YY ppp W Ol Q p.Hpt).1 M 41r1 1.,nt a Y.nN .IN blN A El HIM CARD,N MINUKE.". ApH RS11:11 1 DRAIN ALL I.N 1.IN IIT HS nl.IH r (L Iy11YL A III 1I A DRAIN0. 11. ' t- Slp l [ILL Ill 1.11 L '` it..Nun 1 TH MMhp Wx wI pK 14P If 11L0• H Srlt.Id Yp 115t1x[ NIIOIK DEN.M011" NW., fy4l p 111110 11.[IT 5M[111[ATH3. DELI MI tH.IIT1d Y AT, ,IIN,rr,ul AT .1 NW[ H wT H[.n LL 1W 011d YNn ANWN; Is n tivH P tr[ nfNCTH NyY NrwY.L n\l N LWT[0 N114 = 1 1 TM b13TK 3[ru[TH,N3 N[.Mt0 OW W r1p10 Wn tM 1 ( NIfwT�LtY q[ t I.f,YI IN It....1.2. .u1Nw TARA 31 ti.IS I ~ ' DEN.AR. NLMO N 1W.1 11 I'll, IS.1. _ � _ ♦ II f1M SIW. H wr 1v11 WII. 1.1 }.N.1.11 M.ISrNAN M I 1M 1R INIyq 1H 1., I to.tWt N N CA a I.9}i. 11 pl q Wt IX'IW[,nt A.11 NNA'UN w11 N Iwu 1.11 A twi ,wI ADOM YL wA,y 4 M WY AWL ADWAR1 11 A LIII.Np Hp♦AND[w11AI,H PLAN S .IL wA.IWl Al uI01r,Nwc a N[norn.T.IN It W Sxlwid I.:."SNIT Np WY,.AI, IWSLS BUILDING SEWER . Y; l"K.ANn1LL A MDNyp IM S.NNt•s F Iy INSTALLATION wlNx N0.1M FA. t LCONSIST H".YYI cAvS.to AOC. CALL FOR LOCATIONS\E104t 10.DIG 51W1 LOCATORS I-S00-.24-5555 t SEWER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS SEPTEMBER,"I. ilq ww\ 11\I.Rism-its MOfln llq MIUIIR wIB. I�F�`I�Il0l4 Hri ' ni n1X N uw hR\ir '. r,r tTw H.Tr:I Mrq. Owuw..n E Yr i Atifia l r wa.c C unto. 1 w rw. f 6" SIDE SEWER AND BUILDING SEWER r PLAN • / . am w•utOw41 Xgign —11%nRYlu wYl a Fes,"K M[.iW. 1 15 m / o.mr iw. nl o• .wl.nnM I tM.AT q}IM Uq M l s t0.[gn 'J ! h /., Ntllll iM.rrl IRA.+MMM \MI1 RARE 1\IWrlw, rw.�a-. � i✓ WIMR.If l.q.. l•• 111.iM 4 1�R qn1!`TII tl.t.Mi. CONCRETE BLOCKING .' u uwr� ANGLE OF TEE AT MAIN OVER 25' 1umrD 4Er1. u — ELEVATION nEr nt F.FL InTquR s—a twgn�a wfsi.RR.'"YMwI.i.rq"TT IMu Tr'FA" p pl"Al .HCMt MFH D +.IIV.1 a nb w.ig61 toll wot AR.<wuTw wr Ilr u.Eq ro w•�rdC q.,,R AAA,`0.cto Imcxn. [,t A iil-n st".rws ARE TO n _ /'' as" ,R• L n• •�•YJIE•l — TYPICAL SIDE SEWER ELEVATION SIDE SEWER INSTALLATION C4L FOR LOCATiOnS BEFORE 100 DIG .BM LDC.TDRE I.BOG".l.-55" SEWER STANDARD DETAIL CITY OF RENTON qOT TO SCALE DEPARTMENT OF PUBLIC WORKS s[ntwER.IBa e [tlr IW nt ,Wr JW w Wnu Ir nv u,N waM ..JM.I.w,J� rIR n WILnrG GI\ \MM41 IWAGA,'1 LO 1RMtllla{IVIIM ip O4rMi4 I[Nwr •V� �nf1l LO K 5111 N Nr ur i1 + nu...J.Y a+a.. 't ) DATADATAIN 1..WI.Z ^ INrn p NYI I•SOM.1� WY441 W1 1• . .. JI 1' Mtll' R.PMl\M.IILI <bNMn atIM Iry Iiri 1 RNKO As 1 4Y'1 Ir WP IK IYllp aqt Jn : N M t1 N IM 1ryp r♦R OIYI•[rw(r AN". unmv .I IM foi MAN". ps.1.nn "NI N.a — W n m N In nn YnD n Nrin1 1. 1"DIMDIMG, Mo.nn-•. M aN. GNR VMp.ItMM1+O III w 1Wryli I,.,%WINO 1i ly LNG al+Ix An r MA]Y MM Li p 0.[. 4L RW\10 a aLYMInO Nn[ As PLAN rWI:AnW Wt All CLEANOUT DROP STRUCTURE r N.. • u^W.MMtlry aIIMD1 f.MAM A I •,' I Do •VIA un\.a art.a wt., IV'1P.MO.IM RN GN. G.ra.1a w.mI A GIs, '—� I'Mt. pa<tl♦Nat.1 M now Iswit, G.l0a1N n Is MT YIM WIN AMID wWlnp rfa; IMIM,Ito nGiG L ININ Nn.111.W N1sIN .4.4 AD AerYMINYI IIMIWNIIns Knwe K1.RMia M.11RILAnIs- 1sKn ; n l+Ml"( Iy5 I Nlr 1- [MnIs twu, .. i I MGM,( a M tl[t Ir un" :E� YI G a"W.Iri fYtL N t1LInMp -Y� L IM KI111I anwWlne 1' n Also M.wl xrwls MIMMtM A •r- WNRIa, tw{Nn[YWl\ tl[It11 VITAL YN W MU SAFETY STEP LAO= INAKil011Y ".[MNL �•i rWttiR SHORT MANHOLE LESS THAN 4'•0" DEEP 1. I.W..".WM:ADDI m[v,N.uI.Jr k+' A N< . t Uw N la I.4L R[tt ,a r0 MID,[x rNl.i.w .1 I Mwvu.�a W 1 lD n a Gla w.la, somm, [Ip l +D KIMit 11,..'D. n sat Nn fK le LID IMMe ..w In ewm LI%W1 . p1DWARY FIFE lED:JR16 rW uau. IWt.SWL NN An IN NMM1` FOR JP PAID, rds.N VroGrr rv1�D1 ra iMi•al iMt.w vtlN"Ia 11aI10a1Y. of gnSIN IM IM p 4. N•i0\I un tp tMt WW!LN.R,Yltn.IWMN. IN L al1 U p4.4.ol[f aw`,T+cn riM1.i T. W It�lYaa�'�e ua AfttA .WM R ':V nAt a.[. e .,. . +r W eaeary 1.••.KI 1YW n a 1M1r Nrn.,s"wl �♦.I Kw1M WM:. UNUN LIp a ML¢r wILWLt.i0 wL 't Mo.IIa r. IV. �} IMP .mt" .IMy Mt `�rT [Mon, Ne Unn trlr ,t pfl YIn IMOq ro 11[Lp N I�A MMLt aNR torn Aft WWWt,.1cwt, N r MD L4N. I at41 [n1 pSI�M IUL MU N YI/r,t0 N[RRbry NM.nn 1WYa r MIL Aft .11t[pnrt MI a'. MRNd WL M I MN of IlU+W C11 • ti b' I rIDPwKW 1.11. Q t0 N. 1Wtl IM.R.LIM4 Mt,DIMYM[M11"o. nWln. NI ....l, Matla NIIL W. ML MM1 UMM 1MNL ✓ rAr VM WM•..:yv ,• -MWr MAMA n.1t.<.Vt. Nv ALL npl Te Iola ORDINARY PI M u.na, .. NI DIM,HID,,.$I A MAIN&MLYII MN. PE SEDDIND Monk am..1.t•MO MtlllttllKn FOR G'AND LARGER PIPES ROpI Mx • 1• L.•R14 1. RI.KIt No MN AM ALL,AIR SAKI K uttly. KKMA W.t 1n na a puM UtflM Mw1011 tAL�a 1 WLU M MU MI 10 w tW olLttr. Lv(rI•• IOW ro IWII4 "nlKV.LIR iRM 7 WYrIIL {Nw +D YK...ILL 1Nw t. M\r1R IIWNr MMN{W\1YL1 Y.W"0' •' Ala AMM.WM• IRpM tln t•0„lnptllpnW, `twtl.p[f ewplT, n A NING LAIIM qw n I bMwnl1 r [MAN\.+e w\r .M.W,Mu M.K Go•Wuc,m twlw 1.. n qL0 IG K:IM`Qw 10 W.-U.tN K NLID — Y I. IpWy y p4L, > rMLGr La NTl PLn Nr K iWlVlp P T4 r ♦.. •. T IhI... Al UT 0.1 ANDp.K4 STANDARD MANHOLE =Ill MAKII...'I CONCRETE ENCASEMENT M ta[Mn In, IN MINIMUM 4'-0" DEEP R.Ia DAAIII NoeMn PIPE BEDDING CLASSES 4 LOCATORS TO IONS v[.DI[ IOU DIG AMR LDCCIDDS r100 •t•-]]]] SEWER STANDARD DETAIL CITY OF RENTON " ' 7 ]'°•' DEPARTMENT OF PUBLIC WORKS SE IEMSER1% OF RE•� Ct H- z PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEER'NG 235-2631 n MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 0 �. p �P �9TE0 SEP�EM� BARBARA Y. SHIN°OCH February 14, 1986 MAYOR KING CONSTRUCTION COMPANY 4734 S.W. 312th 'rlace Federal Way WA 98023 Gentlemen: The following bid items ha•,e exceeded the estimated quantity by more than 50%: B-09 Asphalt Concrete B-10 5/8" Crushed Rock C-03 6" Sewer Pipe C-09 Asphalt Concrete C-10 5/8" Crushed Rock I feel that these are major changes and that, under Section 1-04.6 of the contract, the prices for these items should be negotiated. P1Psce contact me at your earliest convenience so that we may resolve the queaLion. Very truly yours, David R. Tibbot Project Engineer :ckd Date: 114cb-86 City of Rmtm . Department of Engineering Pages 1 ProiKf: 19115 CBD SEIEP FUMLITAIION Cuntract Number: CAS 090-85 Contractor KING CONSTRICTION COMPANY Estimate Number: 3 Closing Date: ]an. 31, 1986 Item Over Estimated Gianljtjes Adjusted Ito Bus Description I thit Est. lhitprlce Total Oty Total Aunt Bid Ast Overage Schedule A 02. 8" Sorer Pipe 'Lineal Foot 16B7 25.00 168B.8D 42220.00 12,175.00 45.00 03. 6" Some Pipe 'Lineal Foot 420 20.00 739.00 14700.00 8,100.00 6,380.06 06. B" # 6" Tees +Each 50 50.00 57.00 2850.00 2,500.00 MOO 08. Connection to Existing Line #Each 6 MOD 7.00 2100.00 1,900.00 NO.00 10. Asphalt Concrete Pavement #Tm 220 70.00 MOD 17850.00 15,WO.OD 2,450.00 it. 5�11 Minus Crushed Rack for also 425 9.00 664.66 6181.96 3,93.00 356.99 Schedule B 02. 8" Sea. Pipe 'Ljneal Foot 715 36.50 739.00 26973.50 26,827.50 146.00 03. 6" Saver Pipe #lineal Tout 12 50.00 OL50 1325.00 2,100.0 2,225.00 07. 8" x 6'' Tees #Each 14 50.00 21.00 1050.00 700.0D 35D.OD 09. Asphalt Concrete Pavement #tso 50 100.00 235.64 23569.00 5,W-00 18,569.00 10. SIB ' crushed Rock for #Im 00 9.OD 191.29 3911.61 720.00 3,31.61 Schedule C 02. B" Scorer Pipe alineal Foot 561 29.00 563.00 16327.00 16,269.00 58.00 0& 6" Smer pipe 'Lineal Foot 165 40.00 516.00 21920.00 6,600.00 15,320.00 06. Connection to Existing Cjne a 'Each 5 300.00 7.00 7100.00 1,500.00 600.00 (G. IT, x 6' lees #Each It 25D.00 20.00 5000.00 2,75D.00 2,250.00 10. Asphalt Concrete Favemant 'Ton 136 I00.00 190.00 19000.()D 13,600.00 5,400.00 IT. W8 Crushed rock for #ion 305 9.00 1004.61 9011.19 2,745.00 6,2%.19 Contract Totals kN7.012.91 N218,15B.69# 68,354.22 #Adjusted Bid includes: Original bid amount 76,269.00 Range Oder .1 1,5W.0) Range Order 12 B7,S66.9/ Raor Order #3 1,152.99 Increase York Dirertive 11 19,121.99 Increase Nark DlrKtive 12 9,726.00 Item on Plan left off bid 11,475.00 Sales 1" 16,346.77 Total 218,156.69 ` I