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Home My WebLink AboutWTR2700380 WATER MAIN ADJ. AND RELOCATION IN SR 515 BENSON HWY T 23NR5 EWM N N• w rd t ; .. _'..+..fyY lVa.,• r.a..... ae VY'II4—�l+.�, �..Lnjn♦. �.ii-_, n�� sF 1. , � �, `r \I T T t .V f � . `•• .. «. .. - ; «.,e'` to fit• j r _!�.'f. w! ,{ q; y Nl it � ^ c_ �• if !,� r. I ;> O tP n lla .. i i t\ t \\_• w I . Ili m V a . m ,� : i ,,,.., � ,t mow• i _ . ,r V :ey 'f , ^?". . EI +nw ( �'I. a •I 'r aNL• 'fAt ., OWD r.l" ' 1,1 •�' r i loll. ,.p,. .al •I fV M •. (�' I 1\\ I .I V' i. _ i• .. ,. n1 as i a. 11 ii{ TOTq LE40Tw Of NIO.ROT • tS! Y/L[{ VICINITY MAAP ♦ e\-.', n• ale«:a raaMwtl AND - �`' TOTAL PARCEL DETAIL T23N.R.9 E.W.M PT AMW f •F j _ 7iLs= C � 1 .• •onv y.ne al..•. ..a. a1•aa. ri,i . �.._r— _�• 1 �1 � �a/ �/� s + CU ve DATA � \ , Y YJ frill- T � V+ 3i � - wry'.• ., a . ... , 'iL: t�M ,�+w la • Y. v w��aw *�.•11. � � � I ) H :�i 1.f' a - ' S� 6 �. �. t.. P �.tiar —'� Sv3.� To!boi HYiI ParkSray,). p{} NE '/4 NE% SEC 3'0 �� p S° v1...J 17 1 `ls Y . ..uah ♦*. 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Ir.M 1.!» /�. .+Vi,. i Jll � r J.f � �� { .al'•�w1%. 1 M .off 'It r • +7 SEC 'S a EaEr � � d *,o.....-, 17 • � J 29 -- 11 is POT C�00 ^_ if •, rAo•ao .. � • l I r 5 s,rt r.� - r.• 6&Gmmlmqi, OF ruw g -__-__"fj_ — ;. - : i'"- - • gin) 'J CCsaaa Snea..aatpa) tl ! 4 19, a - Sea U4.717d a i""q°-b . fr.i. J 1 }' 'S , Cs.. PA- %fla. 10.E of i �I •l MA S.IS <IJ .1 ZA/.a ea a `ft • �, Lea2aj .J r (u•Ca.,b.•�L►_Fb.wd) U .' r"w/., 4ae t • K' � •� *Y .<t •� — NOTE: Fw R,gtt} 01 Vvoy ploltb tie.. ram/ sty. •� bW% ace SR$IS Renton V,,n:fy. .x *[b� ,y •rJ a ��W >I I{ N Is SE #%** St To rwr R,,,d Ooproved i 9 \ Y • 2q u a ' t A,ryusl9Rlt. •�, Zba rift c.c �'d, • YFL I�� , PC +1 ry •ter*- '7!- J kf (!1} i eAl f { •T 1.. lt!•ttb N b .•i• • -t`E.�s3 �•rt.�r:a�.:a_ _t wvcmvvCAM A•1'O wow,w, Ito„ems* s k i� T n--_,.. 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Volvo' ♦ BRAQY NAP • PT22 1YA .vtr,` _ S/fi arFl s f ,. •- .•. . S- r __ am ' ,._ ` •pe^. Its If ��-iNea/w'•'i�1�riI�IK.w _.t 7 J� r J\i J+`/ J Maw, •Kit etrlresEccw•a W60"FINS OF PLAN +♦ /r'•I�M=arrara 4w x n f • �/ i' PittM e•W y.4 ,,,�2 fR� SU-324-77 TSA P. ,, SYS nl ti0 .w,jy t / • / sr m ST►r0-000QA.P .a1 "� ' ^t .+w: n y i F rU�nT 1 it irk _ .� W ♦t +� 1 ( i t{fie{ •i", . M 11 ( .— ._ _ i f 1 f sawM1 r.u. �e sat rr f tt VICINITY MAP �N%.WN PCan a* to is AND TOTAL KICfl MAIL =- o NIMI WOW" OF NW[CT•a6F Kali - ��4•Ii� , 1 avow r.-r,> it r GESNiR & BROWN INC. GENEPAI PIPELINE CONSTPIJCTION 11025 142ND S.E. RENTON, WASH. 98055 , AL 5 SO4B BA. b 1753 3 219 Dole��_ — Bill ld, pp mom.-4F O Jdress !OpIDM(h� y,IA wDf Wrfs f I� MIN MR3 M�( �1 1 REMARKS;�Q� op ft, OA _ OFFICE CO►Y GESNER & BROWN INC. GENERAL PIPELINE CONSTRUCTION 11025 1421YD S.E. RENEOry, WASH. 98053 AL S-50" AA, 617S 'I ^J Do1� __,Y- 7 'J 2 1 / Bill ra lop �LY_./_ .L�e✓TL Addrvy —�— w Ate_ .ut ney r�ory w.Es e N 4PN 4e5 4r5 . REMARKS r OwN[y OY PfY riO;FI. OFiKE COW -M1 A EASSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION P.O. BUx 88870 • 1E:00 SOUTHaNTER PARKWAY SEATTLE • Imo) ZµaS/! TUKWIu, WASH. 98I8B CUBTtlML�A,�� CHASE OV 4 ORULR NO__.______ - r. 1� Y wit -g----------------. DATE 2BG� _;uANTITY _ yNTT r CtRC111P710-�. UNIT AIC• _AMO�T-_ I N.". lSL ac can MIX )) TON{STANDARD MIR TOW Sputa ATUL TOPS TOPEKA AUX 1 TOW SHEET TO/ JAIX TOW STATE SPECIFICATION [T•s TOM ASPHALT TREATW RARE OALf. EANILum _... &ALL S&IOD ASPHALT i TRUCK NO, [ TSAL AAu I 2-- 24887 ACCOMPAM[D RY THIG'TIIDKR RR CUSTOMER COPY ,V,K r ;a 5p ASSOCIATED SAND & GRAVEL d COMPANY, INC, • NRM DIVISION I.O. 80X MM870 • Ih;Up SOUTNCENTER PARSWAY SEAME • (H}S) 248 1SOO TUXWIU, WASH. PoIN PURIHARC C IaCi; ORDER NO �C - --- ---- - Hi ?in 1 . _--------------- PUNT ----------------- Ll OUAH Till TY_- UNIT. —=- ___...-- . 155. MC CqD MIX � - {`k TOM STA,.DASD MIX r r — TONS ZCNool MIX TOM TEMSSA MIX — sb e, Tow 31HEE'f iq MIx 1' Tow STATE MKIFICATION CLASS TONS ASPHALT TxEATEO M33 - - + GALS. SMWION --�'"-- GAM WOO ASPHALT RCCXIVW ITT — twLtt- �TAX 24860 G IMeroIE� M„ T,� CUS10MM COPY `k µi v .tTIE4, ASSOCIATED SAND b GRAVEL A 5gG COMPANY, INC. • NRM DIVISION I.O. 80X 8E00 • 18500 SOUTNCENTER PARKWAY SEATTIE • (p08j pXS,� TUXWIIAl WISH. 98158 MEACNASS �u�TM"436 00 "°- t s : - F"'NT ,N --------------- T—ram- uN r:oi.cdlr'rwn ��;° Uwri M1�ce —_rMOUMT LSS. MC COLD MIX TOM STANDARD MIX — c TOM xNooE MIX TOM TOPEXA MIX TOM SNEER TOI MIX V __— TOMS STATE SPECIFICATION CLAM _ TOM ApRAA TREATED SASE i^ OAS EMUU*n .._._..—..._..__. d{ GALL RSI00 ASPHALT lx( 24$42 w/ ACDOIVM81iD�1'�EjER�CFBTTN CUSTOMER COPY u Y 5 ASSOCIATED SAND & GRAVEL 8 COMPANY, INC. . NHM DIVISION P.O. U X 86810 • 15500 SOUTHCENTER PARKWAY • TUKWILA, WASH. 001119 SEATTEE • (M) 2442MI0 / ► SCHA{e ` `UIM436 00 4 oATe 11 22 73 r»cwK- ---------- ----- PLAW --------------- p°MTON 2A40 i auw+n`m uNi7. neccslnloN ' o»rc,roles r, AHoun+ P n ISS. MC COED MI% ) TOM STANDARD MUI TOM ECIIOOI MI% TOM TOP1%A MI% µ TOM SHRT TEN' AU% - TCWE STATE SPECIfICAT1ON CZAR TOM ASPM0 MATED MR GAIT, 10I%SION CMS. S6/0D ASPNMT vo K I MCC [IVED BY 11AW x3 TM 4834 CA WPANIZD THIt TICKE1. DIE j L VVV V CUSTOMER COPY EA&IS]ASSOCIATED SAND & GRAVEL COMPANY, ING. . NRM DIVISION I` ,. nJX SM70 • 18500 SOUTHCENRR PARKWAY • TUKWIIA. WASN. 4]IN V SEATTLE • (M) 2X621410 { � MIRCMAB[ ' 003"436 00 4 DATE s-eiti----------- - 2 6 C ----------------- QUANTITY _ UNIT-D[RC"J"loN UNIT/ ,.8 AMOUNT Las. MC COLD Nx T1 TONS STANDARD MIX TONS SCHOOL MIX _---- TOM TOPEKA AUX TOM SPIRIT TOP MIX TOM STAR SPECVICATION CLASS__- - -TOM ASPNALT TREATED RASE_- - -..--- GALS, EMIASION OMw 85-I00 AS►NALT f i.yGl{NO. � Alk �� /♦ ' �� 4✓• - : LEI"�'+S- � 1 24823 GtJ11MR 1011 ADJU►TMKMT NVLTr K ACCQMPANI[D Rr 1NIR tIDN[T. TOTAL a ul d: BEGINNING OF FILE FILE TITLE VJ - 3$O - �•.� a 1 r Grid I�ie �oCa� �Or� � n SR 515 �Ber)50 :,) Awl. ,I •I :Y OF RENTON MATERIALS ISSUED -y�M,. t/n �j0-/-/u1_l ATERWORKS UTILITY wo.oft._ 27a / ,IOREKEE/ER: / ND UNIT DcwvWia MATERIAL UNT µIOU l� „ • COST '�' S/ 8' i Q / < r v r - < II / u My ' " 3 c' Y«•.rrWr.w.,a++r •►.......w..�w it I Y.w r..r«w.+b -�yyllp+GL.�aL .•M fynr Sy.w A � w' J�o Y OF RENTON MATERIALS ISSUED i-! -l0?•/`/) i <TERWORKS UTILITY wow. -1701 fi .iOREawPEw.i.•...,,,,.,..,er_ $7A Yo zi 0 7 w. /-=�-' - ��u I Y ;_A UNIT � MATERIAL COST11 11 AMOUW / 3 T On a v I_ p 04 I--�(L i 74P cis t_ rt - L h' r c,1. 15lrcvc �mtL��P�i0 y2 cy u..�...r../...:.d�'"D:w...n:. •.w......w..Y+w r. r.«.r..W I t'RbJtcP 3?u Tv OF RENTON MATERIALS ISSUED OAZ P_LJG2 .Z ) ATERWORKS UTILITY .'I 7U . 0MEEPER: 73 6.t, 74 .ANY ACCOUNT T We 0 UNIT Numul MATERIAL 'Ntt AMOUNT GLI ' • COST _ xt L.> _ B C'. ,. VLY. /Sep _ l .fl u 2 '4 1 S•' Y� ~i A4PAgN-} „ z Syeaf) — -- —5?A yoG 1 �9. So K +#J rr.- G "G.V, rAl. J 1 —xl VALVi AL A jtA 4107 1 74, X INL7 ( l-L/L Zy C,L PLVG %, d Y'F •./9 S< / 4.r.in.l.rrl r.sivN iw AA ....w.W iA.•A, I !/ Afw.m.Nr� -r_ L,c/ - 3 a ci N )F RENTON MATERIALS ISSUED ...... _ Jaime,E- ATERWORKS UTILITY TV Aw 2 7 ,1 TOREKEEPER: _ o.i...•r 41rwy.rrnN r__ i11, T UNIT ACCMW MATERIAL ''NJSI AMOUNT / n•' - 4.V 'A 7 U • C,Atv j > O _J VA r u �( A /ESL 'ALv_ 01Pe _ V U " I AM..r..W r.�i..•M F:d r.Ylr I 1Yw.r...YA+w Nr•N I Nn..r..rl..MrM W / / 4 TY OF RENTON MATERIALS ISSUED ....a LIAS f-/-lv2. 1/) ATERWORKS UTILITY IV r 3s� 4u.1): to ya�tP,s w o.N. ;TOREKEf KR. �) TAIKc.! l.AAD SOL/TII aA_1_L ✓�• 7�• ANTUNIT •CCOUM MATERIAL UNITAMOUNT.NffYD muffin COST i 1 '' �11 -elu _Q,f, C!Att 11 ad) •• q ys O � Z Z u0 r S Nw..Wr.M 'r�rl waif.. Ab .....dim RKM bv Nw.. .M«M.M 6, iwN SWW _—� 1 1 1'Aadkr 3i'C) ` CITY OF RENTON MATERIALS ISSUED ro w. toA Z-/ - 2 2L) WATERWORKS UTILITY w o N. 1 70 1 UNIT .aysm UST I Ads MATERIAL —� COST AMOUNT C� f_ 2� y1 AoAn IfA.J9Mf1) y ",IC b 7/IANS C[:u/-�L /N � d i Z — j _ V , 1 . f i �T _.�„_,_..__�...�.�-"---r- -- v--�—��..i-..ter-��.r--✓"--'`-��___--r----- - -�--�•---�--.__r...� r STATE OF WASRINOTON nEPI, OF LA.' ,d DEPARTMENT OF LABOR AND INDUSTRtE.S a».M. w Drr>rpqr , (,� „ AFFIDAVIT OF WAGES PAID APR 5 1973 On Public Works Contract AwardingAgency....MY Renton g er. -- _y __._. _ — `' Contract Number. , LUB Project:_8-.l-lg2_A21), Talbot 8d. so. ar.-.---_- ...........-----_ Date Contract Awarded 6oveaber 28x.1479_ Date Contract Completed Pebruary 21_a__197 .... County in Which Wtwk Performed.Eia�_.__..__.._.._....__....._._.... Location within County.. ....._RerA.kttR.....l�ah,_.............._..---. -. STATE of WASHINGTON Was a Statement Of Intent Filed? Yes M NO [3 COUNTY Or......Ki _.�. In compliance with RCW 30.12.060 I, the undersigned, being a duly authorized representative of Prank rolucclo Construction lb.a_,Inc.t_ 9600 Bmgire Hpy-SouthaSeattle, Nah._., 98118 (Cowaebl or subcaetncler) -fkddmif .. do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project desenbed above and that no laborer, workman or mechanic has been paid less than the "prevailing rate of wage" as determined by the Indus- trial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits p;:d to each classification. In addition, if apprentices have been em- ployed, list their names and;or registr.Lion numbers and their stages of advancement. Classification of Labor Rate of Rate of Hourly Hourly Pay Fringe Benefits Paid Plumber 7 &9 ' 2.04 Shovel Oper. - Ik Yd. 1.16 Backhoe Oper. 60 HP , .45 1.16 Loader Oper, - 3 Yd. 7.88 1.16- Dozer Oper. under D9 7.48- 1.10 Oiler 7.02 1.10 Pipelayer 5.75 1.15 Laborer 5.45' 1.15 Trk. Dr Lver - 10 Yd. 7.32 1.03 CM OF RENTON RECE? AMt 101M ENCtlNEERM 4K Nora: Attach Additional Sheets as; Needed. I.QN...tXI....._IHC...- y�r I�M/ Subscribed and sworn to before me uf_.___.ApXA. _ ._ _..__. S Dareby certify that according to the •rage ^Us and fringe bensfita heroin sworn to .C.11�L:t�.L (/4:._.e."!.:_/.�'.:Ca -�,•!Ls!-p-Y`-' C%' . :.h 3 JA. S , JAR ,�.-5 �•18.G4 � We .iltrig ra3e i- u'ramen . of RCW Notary Prbtic In and for the State of WaMtayNs, :iP1 d-YI OF L' - I2DUS S residing in Washington. A / Nr Date: _fC . _7 ._... B ... . ......._ Th spae r eserve i far D tors, ideation. INSTRUCTIONS: 1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forma for certification to: Industrial Relations Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504. i 4. File a certified copy with the Awarding Agency. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS. This is required by law and payments can not lawfully be made until uch affidavits are filed. RTATE OF WARHINGTON DEPARTMENT OF LABOR AND INDUSTRIES DEPT. OF LABOR & W0�91M MENT OF INTENT TO PAY PREVAILING WAGES otras" *.W" r ON PUBLIC WORKS CONTRA("P [M,%VMffl& Awarding Agency City of RentonF LABOR & li `" i'tYnn'rart Number O.A.D. Projset 8-1-102 (21) Talbot Rd. So. YwMINMTv ate Contract Awarded 300410b-2-87-tAft November 28, 1972 2=8 oEr, 281972 I nmly iu Whirh Work Perfnrmwl King 1972 I1 alion Within County- fin IPi•imr Contractor..TMiM .I..a}Rneio Construction Co., Imc. STATE OF WASHING'WN . ... 38. County of.. KIDS _ In compliance with Chapter 39.12 RCW, f, the undersigned, being a duly authorized representative of trawls Calnaaio_Constructfon Co. Inc, 7778 8ewtrd Perk Ann, 1,, S"ttloa_b0it "118 lContrantor or Auheontrorton :A4arr„1 do hereby certify that in connection with the performance of work on the public works project above described commencing Oask dldini 11/29/72 , 19 . the following rates per hour for each classification of laborers, workmen and mechanics will be paid and no laborer, workman or mechanic so emploved upon ;uch work will be paid Hess than the prevailing rate of wage as determined by the Departmen of Labor and Industries as specified in the principal contract, RATE OF RATF Or CLASSIFICATION Or "Ron HOURLY PAY FRINGE RENNEFIT9 Devel P1h� rOPlr. 1% Td. }ei3 788f lockhoe Oper. 60 TIP },4} 7:66 C 1.16 Loader Oper. 3 Td. 7769 7.88 C 1.16 wasr Oper. uvd-r D9 7643, 1.48 f `' 1.16 Oiler -&.-" 7.02 `' ` 1.16 Pipelayer 5.65 1.13 Laborer 5.35 1.15 Trk. Driver - 10 Td. 7.32 1.08 NOTE: Attach Additional Sheet& as Needed PRAM 001=10 COMMUCrTON CD.. TAC. rAu[nnrlrM,epr.MnHtlwl Subscribed and sworn to before me this 18th day of , 1972 No Pu taryy blk in and fo th r e state of Washington,residing in Washington. The purpose of this statement is to provide evidence of intent to comply with the prevailing wage requirements of Chanter 39.12 RCW. IT IS A PRELIMINARY FILING ONLY and cannot be construed ::s application for certification by the Director of Labor and Industries that the prevailing wage requirements as set forth in RCW 39.12.040 have been satisfied. THE ABOVE STATEMENT OF INTENT TO PAY PREVAILING WAGES IS APPF This space reserved for Director's approval tnent of/p/�f�,.}abor A Industr•e I. ....Oats �_.. BEFORE FINAL SETTLEMENT CAN BE MADE in co nection with any public works project it will be necessary for the contractor, and .any subcontractor to produce evidence of certification by the Director that prevailing wages including fringe benefits have been paid to each classification of laborers, workmen or mechLrues employed on said project. Form S. F. 9843 "Affidavit of Wages Paid", or a similarly constructed form should be submitted for the Director's certification. These forms at* available upon request from any office of the Department of Labor and Industries. PROGR7SS PAYMENTS: Each voucher claim submitted to an owner by a contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the pre-filed statement or statements of intent on file with the Department of Labor and Industries as approved by the Industrial Statistician. COMPLETE AND MAIL ENTIRE SET FOR APPROVAL TO: Industrial Relations Division, Department of tabor and Industries. { General iministrution Building, Olym03 Washington 98541 r,'ON4RAr.TORA. Pr3TRlRreFlt APPROYgt, RTATEMENT6 AS FOLLOWS yrNl[CSfltRI gRIOrNAi whpPFrr M1 rNGY i11rY Cr PY a,WH .rr fiq"r nCmit Y nLurw r ,' •run•u ,n u: u, .r,r11J 1 yl tru I r� VI.AN ..r.N. i 1 . � -1 SHEET MOVER OF NE T. Eal . • • r, _ ' - MINNOW Aon"��=i�:s•�s.�'�=�� =ten• a�s�ra- _ am Sm �a�s--t REM m a• am an .., a WN 001 IN mwpmllm an N am no a MIN 2 am Sol m !. j,MIS . , aom�iia�.�aai� �� no .:. . ININ .�ta as %Rmum WWI at i;a �� /as»■aa� a i♦ a� ��a�� . n am � �� mill !'1*7 Flcn a I A+ r f • ' ; to 1p, Ul w ! Cl. � o i C�g4aA g6 00 O i If" A as IV 0 $' gp NI �-no°`t oo � • • • •p SX N ch 4 ! 1 � 5�a Epp to e WOO- lot i I K � m Il! i If 47 or 16t h. ST S• / tr le c t� tl � l nvp�..� Q51 `, V , Y� p :e. p i N k (i EXlt7/ X TO �qc r n s 1 � a N 15t h. S`�. 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I .if _. - ai 4sMt s . •.S '� t ' � A Cal �:• - ;S i V ' • ..;sbnro. ,��'� �• r of jj a LJ. �ks+� w i [ j t i I •++ !. �l7w*t -� 'y .gin n ; - ' ;.- �,ra `Btu_. '-- 1 _ . •,cx ..-:, } F' , ce"F d' I-, Gi3x Y �4 lift! 00'Op��SZ of �. �\v- Lt R71 � t....w ..1 1. 1 1 ctIWL It� cad j *9 f M cf 35 C3iiill - ' i yam., rr=��—t1- j t,' it any i 1 y 1* o •1� =ice►' .j�i l I----------- -- C --d'A ----� W M-3 S 8 "N Z :1. Sl.-)Vdi N3MV1 T v-, 4 4 1 t r I OF RENTON MATERIAL TO STOCK .TER-SEWER UTILITY RETIRED i irLn..,1 1/7wo vr,.ad«Nw � f0.cx coot C. L CAN No. 'low UNIT MATINIM NUIMfRt 1 Gf CI N+.. L1.0.NO. IO 4LF L� AC. tr/pfG2 APE ($ p0 3u I(o" C.� wyT£z Pik C. 1. H/nTtti foy'�G a •4 u —'_ -- — -- — — — —� -4 Zp O u V •WE NgFf u�Gf<ErvtD fr QS r � \a\ a�O\ .®�►►�aaaa a aaaaaa \►\ a\►,�►� a aaaZ►\\\► � ►paa►\aa► \\ a►�\a as�►�a a'�►�a► a\\ �aaaa�iaa�►a aZ�►►�a►�\i� � �aa► aaaa►•►a► aaaaaa►�aa oa��Za► aaa►►►►�►a ►a►��►aa►► a•a►►a►�►�a ►u a►•►a aaL\```�� y ►o'�iaa►►►aZ► as �►►L► aa'aa'�ia►►a\ aaaa►►►►� .►�aaaa a► �► \ �►aa► •► � aaZaa�aZa► ► ��►�a ►►aa �a►aa \� �►•►►� �aa�a�aaa �a�a►��ii►�a ►►•�i►►�i►a► ��tea► x, . . . �� "\��aaa► uZa r .F CITY OF RENION -UTMMES DEPT. TREASURERS STUB 200 Mill Avenun So., Renton, Wethingfon 98066 RENTON UTILITIES DEFT. Phone 236.2527 PLEASE Rf nMN THIS PM WITH REMRTANCE MAKE CHECKS PAYABLE TO CITY TREASURER DATE F�bru,ry lj, 1973 200 MIN Aveaue So., Renton, Wa,hingfon 91055 SUNDRY SALES BILL N" 3360 SUNDRY SALES BILL N2 3360 r r ?a•et We :tern, Ir,c. P,. Western Inc. Ever -raen Buil.iing Ev r reen Bp iliin� 15 3outh Gri—y Way - - 15 South Ora Way Lh+ntvn, - hinrton 98055 L R:ntor, 'Wa:shington — 99a<5 AMOUNT DUE $2100.00 $2,49G.00 !T� "_I Sunitary (lever Zxt�naion—Interaectl..a of T 4bot &i d •ivatu and Puget Beive (W3 0 T:1'.,Ot Ra..d Zw) 32,494 00 $2,44 00 i S.S.BILL N° 3360 February 13, 197.4 Euyet Webtern, Inc. Evergreen building 15 South Grady Way Renton, W'. 98055 Attention, Byron G. Sneva, Construction Engineer (ufarances Sanitary Sauter Rztension--Intersection. of Talbot Road South and iuget Drive (W-330 Talbot Road 5) Gentlemen, This is to inform you that the sanitary savar extension has been completed and aeeeptad by the City of Renton, Utility and Engineering Departments. The final cost of this extension is $2,490.00. (lease rsm) I tans City of Ranton Utility Department a check in the above amount (as Vrommant Letter dated November 17, 1972) . Vacy cruly yours, Warren C. Gonnaacn Acting lublic Works Director 4.J�p �'. (D�' Ronald L. Olsen U .11ity Office Enginear RLO,sp cc, Ted Bennett. Al"111111111111111 It"i"� a DISTRIBUTION I- TOTAL HR. TOTAL AMOUNT AAONTN- AMOUNT DATE HOURS �aaaaaa�a� �Till LE RATE ' URS NO RATE a�aaa�Z►i �r��ai►��:� ►�ia�►aaZ►�a' ,aaaa►a ►►► �a�►►a►►aa a►►►aa�aaa Zaaaa►►►►► a��aaaa�►�.' aaaa►a►►a► ....�C..•• aa.aaaa.a. �aa.• ►a ► ►►►►aaaa►► a�Zaa�►►►a ��ia•a�►�►► � - aaaa►.►►oa aaaaa►�a►a ►aa►► ► � �►.■ . �►aaaa►�a►► ►aaa�ia►► - �iaaaa�aaaa aaaaaaaa► ►►►►a►�a►►a ' ►aaaaaa► �►aaaa►aaa o�aa►a�a�a ..ate►�►aaa aaaaaa►�°Q , .`.�`•�►►►►• as �► `` a�aa a�a ►�uu•a2�►►►�► S PPS.Y d - !Y Of RENTON MATERIALS ISSUED %-wpm U.tH T /-16l� ATERWORKS UTILITY S7 CUNTRACTU/J I,,ie .77vi JOREKEEVER:v 0...... TA t wor A D Sa.�r—i — ��cG� 7'L e«OuM mroUNIT vwrr> MATERIAL CONttTS AMOUNT cSPn 46 z e( D 2 _ /y3 .� o r ,. ' ['r k- I'll"c u z L `'ae 3 v o 41 yy I wNG VL v. Vi ern Yy 4 I Y L)) b(,§rA 4u 3 P. STo?i yteiickI'm ,G S� �ONVy± 3k e.peet yy,/nu I (I j6/hl Ofia/ 54Ayiris RErwPFi'e le .v.,.. C � -; 19 u... i «.. .e.d.w•�.. Aw ., i+ by I .w....r..i.e..«by yre SIP" �J 5'.w ! 5off4Y - pF — Pftalrrr' 3r0 rY OF RFNTON MATERIALS ISSUED oo« UAa J? / -/d2 c ATERWORKS UTILITY /7�HH ac�o[Lutro r�MS7. wo �. _ z7o / ;TOREKEEPER: (I nr huT J10 :uuYr ddu ) rA .q.LL 2 I n�iaMio UNIT ACHUCwW[� MATERIAL UNIT I AMOUNT 1 COST T __ l,— evro -- 31�--rimy Lin[.TS v WA A f, U Z 3 rrr aao 9 Ts a '' 3 s Yw.wWr•wi•M:.awa r•aM•• A•w•..•.iw.wM tier .w.•.w.�.h.d•. .Jfra>zaal-�--- +;a..a fw+•+ — f* Supply pre P/LoJtcr 3Pd rY OF RENTON MATERIALS ISSUED wy, UAA f '/-/a2 ATERWORKS UTILITY B Y 7NC c'vh rl"Tit f/lAwh cO LL{rG rO �'0••i[; "' o N. — AOREKEEPER: ,� J� O.c...w.ww:•a,....w.__ T/F Lfiur RD C'autrf ' UNIT .000UM MATERIAL UNIT AMOUNT rvero Huuua COST ��to 427f/A) I • 'I U O u L� u j —sLlASu aCnS e Z i 0 r ![y rr.e Rap 6' " LrS N ' ✓ On, viy at; i rt -Y, rr ROD lAr A...•w w;N r...;•.a M..•a u,if.. I N....,....h.K«.a�. � Aw.....r.+w.r��[r/ �S" t % uT4.i '.a 'yr s * , . ' Rl � p r ..,:;..,�.. Win : F^ i14U�' "a+'dY".rr• Yx++�"q,.1 .. » s.. ,. i�, ra' o ry- � EYy� F r Ep w rw iow, poi � � p DISTRIBUTION SHEET WORK ORDER No.FMPLOYrE & HR. TOTAL MR. TOTAL DATE AMOUNT DATE AMOUNT TITLE RATE HOURS No RATE HOURS ►\�\\►\,\,►\►\\ ►\\�\►\tip�►\\\ NN \\\\\ \►,\,\Ili ►\►\\\►\►R�►\, TOTAL � TOTAL ZrJ a trte To: bolr Lux. Shop F'orsoan r ^�a F'rr+n: Ron Olsen, Utility Office mulinver Subject: Talbot kd. 4SR 515), S. Grady Way to 14kiet urivu ------------------------------------- ----- --------- {lease issue from stock on WO Y2701, per Uu• folluvrny, waterials for UAH project 08-1-102(21) Talbot (road frtw, 5. Grady Nay to Ptxlet Drive. jZ EII 24"46" C.I. Tee (All M.l) @ 380.10 39f.i/ S 76 UJ 20N /1 EA 14"xl2" C.T. Tee (All MJ) @ 363.OA 0i i,.3+f16N p 31 EA 24-iW C.I. Tee (%JxpL) a 3Ffi:8f(7/739 i1 f r7 1vW� J2 Y.A 16" C.I. 900 lend (MJxMJ) @ 144.42 �S/.iti' 2,t8.84 1 4t 2 EA 16" C.I. 224o bend (MJxMJ) @ 121.76 tm7tdf 44.3i2 /r/ E, 5. ' EA 16" C.I. Solid Sleeve (LP) @ 1On.88 raf•YS 40N-.Ir AtI4 . 2 EA 24" C.I. Plugs W) @ 88.52 y2�1 1't7.04 " A2 EA 24" C.I. Plugs (TJ) Tapped 2" @ 246.7': 2iY•t3 497.5na w a,e "f igyr.yrJ9Yr•!3 E � � 7 :,,ilrT„tal 3�iTT:T+t^ 'I. % On 5% :::ales Tax .l-}S.(MFI 13Yyf These fittings should be separated from stook and marked dccordingly and plat d in a special area in the yard. If you have any questions Please contact this '.tfice. alp RO:FOOp � � v N OF RENTON MATERIALS ISSUED _- ATERWORKS UTILITY ;TOREKEEKER: (\l JJ D.li.n ru bM...y.rrw Y !•JT.?. �i-w�.. '�'f'�2 ' //•`�-��u or._/w�./� �.:.. -. nnsn unlit �c + MATERIAL COST AMOUM �J <,` 'i a„' ^ r— 1 C 2 ' ✓ ` �` ' 9f1j Cl -�G . o ",K w it A br As...r...w..... re.,rw. u..�+�.+ ry sr s......rir w...r 6, ti 1 :TY OF RENTON MATERIALS ISSUED r1A R 1ATERWORKS UTILITY a w o N. _ l / STOREKEEPER: / T C`B01 I\OAD J (` ,) Ml�v.r M.bpe.ry,Mrrrl b_�„�t" 7 DN. 'j � _y.-,B1 UAW I D UNITANumul i MATERIAL uk COT AMOUW X '' L. C,/. SCRP , 4 1 P tl 3 3 X 'i rr 6 ntv, r�PIaL C Y o n — v A l2EN O r .4 O r � V V ,.ham i 1�f D. /. W n fCA d Ab.. Mrl rw,. M pM aMnw� AMA r�YMM KYAf fl 1 AWE�.l.M W Ay fW sq'd �JI f�fw e, TY OF RENTON MATERIALS ISSUED rem. uh(i - 1 l /02��/) ATERWORKS UTILITY 270/ %n�gcr Ro wDN. __ STOREKEEPER: lip 72 _ JAW NT avfuD UNR ACCOU NU l MATERIAL COT AMOUNT �( u ) 4 a I l a / 8 Z 0 x 1114 _rl nv 1 'X � �.Jl jr 1_{ T �} L _ J L f P0 L)At C " A A L A, ) u ' Af«J.nnNrlN «n/,./t�1��M�uMiMw I AM.A rti.rurn Ml�►I I riw�rw.rl I A p 1 TrJ'_'x6(Llt1'Tr"�'fJ fgwrl___-_- _._ fYrd_ A I� may, �7. N OF RENTON MATERIALS ISSUEri fJAA if / lu ATERWORKS UTILITY ;TOREICEE/ER: A_—'acll..—lp...L1EA1C�1DL J ar /•.1�---1-i. 1 1�, I Z. UNIT ,.ccounr MATERIAL UNIT AMOUNT ..wwco nur«. COST F „ / lL. O �l v U _ Z r z h X 0 K ' /(ibJLL/l L tC " LIAA " s rn /* J�X4 24" 8,,rr9dtj.Y VAXYlJ ✓ _ i MATERIALS ISSUED _I.a... /4!� ii-1=�011i) :Y OF RENTON ATERWORKS UTILITY w o N. —r� 7 / TA41jor RRA� iORLKEE('E R: UNR ACCWW MATERIAL COST AAMOUNTU ,ierTo � Nuwa — u Y A s°3. ><_ ` Z " y " Are`v Yasl11: , X rA ' I u ' -Al ..1wrlfwr t ti WATER MAIN ADJ. AND RELOCATION IN SR 515 BENSO I N 3,8 0 HWY ASSOCIATED SAND & GRAVEL C=;&rM COMPANY, INC. NHM DIVISION GO. AOX WTO • mw eOYTRCr1IrLk o-i.YY unr • TOXWYA, WArgH. MISS IAATTL[ • (20611 2$M COrtoMRll D TIT . _..__'_._-. . 300260 68__4. __-__ ,LAW 22 72 rxAna r-:cvrctQ-coxsr ca..--_ 9T7�; SPWAO D PARK AVE HFUTON "VrATTL� SSA -9AII8-"-- --- - - --- . 2600 "Nit G60G1in WM____.—____kRM-n-" .._.DlM1N_� Las MC COLD MIX__-- 1 TOM STANDARD MIX TOM SCHOOL MIX TONS TOrm AYX 'TOIM fHFfT Top MIX TOM site ereclrlutwN cLAAc_— ! WSM ASPHALT TgAIeD MM 5 4 w► (eoA ��wl�"'Trwl 'SEE j PLANT COPY ' yy. A ASSOCIATED SAND a GRAVEL COMPANY, INC. • NRM DIVISION P.O 8U/ 9EE10 • 195W $0UTHCLNTEE PARKWAY • TUKWILA, 'WASH. 9NN EEATTLE • (TDEI T.4TEA0 PURGHA4E CUATON[IE 300260 00'_4. ---- . DATE j TRN Ar-C`tUCC2z`CIIlt31 'C0 -- -- -A402 22 72 3PWAND PARK AYC RCNTTM '71PATTLF VA--7BI1B- ._ .. _.. . _ _. RENT "' .. Yrxi►Ne. ._.1Kll4�L�7 ,W. AIC COLD AUK I _._~V•' lOM ATANDAEO AUK it A TONS SCHOOL AUK IONS 10MIU1 M1K ... 100E SHEET TOP MIK _ TOM ATAIE EMCITKATWN OAEt.___.._--.. TOM AMNMT UgAEW A44 GALL �w *ALL SFIW AWMLT •� ..— _ —.._•• __ Tt•Vtaw MRmap ..., -v-'=+vw,aa+..e+.v Xt' _y_..y�� ?. 24360 TWI�TIL:KiT. PtAtAt COPY i 1 1 A ASSOCIATED SAND & GRAVEL 5g, COMPANY, INC. • NRM DIVISION P.O. sox 888i0 • in:0o [OUT"OINTI PARKWAY • TUKWILA, WADI 481/I WATTLE • 12M11'A38W oppla o OUKYOM[11 OAT[ ,J; 22 72 300260 00 4 s.A14" C LUCCiC COl18T Cb RypTOM IVIyNR _PARK-,AV_E. ., _-- 2600 a; 't L" Y A 4 9 i l 8 1--�-- ,...or•n ""� ....t•141+_L.- j ovAnrm -- i IM. M[ COLD Mqt 7 �- sONf fTAA/DARD/Atli —� 1 ~ ..TOMB KAK)OL ANK TOM{TOARKA WX -- TOTS ~TO' wx 10Mi RTA19 yKL[KATIOM CUM ... TOW ARNIMT TMAUD SAN •---.—. GALL RR•190 AMMALT K[IfD w TAA i f i x t 2a 5i PLANT CO" i ASSOCIATED SAND & GRAVEL 5gG COMPANY, INC. . NRM DIVISION PO. SOX A{S70 • TEND S=W2NTER PARKWAY E TUKWILA, WASH. TSISF 111 • SEA"LL • (400 1ASF200 PURCHASE ORDER NO.-.--.._ CURYOMER DATE 30026(Y -OCf a--- -- -- -- PI.AMTI2 22 72 MVCCYC CUTIST co SEVAPD PARK AVE RENTON 9F.AfICC 1fA JB118 2EO0 ouAHntir unir. o[RCRIPyi?N uRrr PR ca� w��t�ii i T ' _ LSS MC COLD MIX TONS STANDARD MIX TON{ SCHOOL MIX 1016 TOPEKA MIX TONS SHM TOP MIX TON{STATE SPECIFICATION CLAD 1 TONS AS►NALT 111ATED NSF 1 GALL INIRSIO/I BASS. Ship ASPIDMT AIR RYM.D.f EAL[/ ^ TA% IS n Mw Mio TlClfff• PLANT COPY l �► r i ASSOCIATED SAND & GRAVEL 5R� Lr COMPANY, INC. . NHM DIVISION i p,p. P.JK BaVo IKb , SOUTNCENTER PARKWAY . TUKWIIA, WARN. "IES SEATTLE • (M0 2W26M SE ORDERN O 11D[N O.----_._�__--r =T60 00 ^ E I a 73 DATE FkANK C6LCI�CIC (!GAS'f CU PTN7'mr r77 w ,f7WARD PAKK AVE 290^ .f'ftlf-fIA" a8i-re---- _.. --- ---------- -------- ----- -----• �Y. IYNY D[[G-JI PTV NANOyf1/T- lK MC COLD MIX —TON[ $TAMPA[O MIX TOM SCNOOt WE TONE TO•EKA AVE �1 TOM W[T top MI% .. TON[STATE WOMCATION t9.W TOM ASPHALT TRSATW SAW _�- -- GALS. EMMASION — --- ' a" WI00 ASPHALT �ftuwi w TAic [ 1 24521 so D NM::CK"•[ Pt Ar'' `.OPT '► 1 G ASSOCIATED SAND A GRAVEL 1 g COMPANY, INC. NRM DIVISION F.G. B<»t BYti)0 i0iG0 yuUT/N-ENTEx FAAXWAY • TUKW" WAME 010 j SEATTEE • (206) 2k2#W ry/1CNA•A-�''�'� ! A **Den ,a%260 00 A DATA 1 PA#MM Cc-'ucolG CONST -Go — p FIN TIRMn 777'1 S£.YAkz PW Ave 2600 " SjfIl"FILf, MA 96i-16 - -_ -- MVMI[A q,1ANTITY _' _-.,LIN IT D ,_ .— Ilt MC C01D MIX -- TONE STANDAAO MAX ICJ TONY Zwavo E MIX ..--.__._•. TpA 10NXA AUX I. Tow >Ker ror M1x _ ..A _ loss AAiI K(p/ICATKIN _.^ _•'TOM AMMAIT TKATW "A ..__ pALC, TA1011+10M ' Ot.& t'5100 ASPNAIT ..rc'zecLCXIVfD wY TAX IQ, ICw 1qv --.�•_—••• X �— ^�• t yklMX ICM AWY►TMIM musT Nal, e5i9 Of2 Aff01•/ANIxD�Y Ty"'TiCAX, , pLANt I sO� ASSOCIATED SAND & GRAVEL 1 S� COMPANY, INC. . NRM DIVISION ►0. LOX BMJO I•.00 LOVTW.TNTTA ►ARXW.,/ iUXWIIA, WANK "IN • LlATiip • (WN 24&2Wp �^l Q •URGN..SIO y„ C Vh 0/� A OIIOg1 E W V y i tgAnr GFYAF:,WAAD o PARK „T■ ' 2 73 i -��"-- AYZ --------- 26Cq - --- I ..---.•-------I--------- r JO•bYHq _3VAMITY _.._..___ VNIT.GLaC11�►jIp•1 -- - ^--- tn, MC 0"Mlx T^� -� TOM STANDARD M/X ..•-•.-- .__._ Tpmr,WA I MIX 1' - _ '..•. TOM TOMA MIX TOM SHORT " Mlx TOM STAN NICNICATION nut — --_ _— TOM AONALT IMAM &An OAU. SUMION / OAM 44-M ASPHALT TRMH NO. A►C(IV►O ® + � 1 -AI .. I 24523 '"M.=m,&rvpV YIANT COPY 1 WALOCIATED SAND & GRAVEL S�. w COMPAWY, IPIC. • NRM DIVISION P.O. {px "810 jl, SOUTNCENTE{ PARKWAY • TUYWIU, WA K 961" *AMP • laoN 216.28W OYNGNAO 300260 00 4 ono{a No— cueiVMNA N R r • 2 73 11R C LCCCSG CO_N DAT{ --2T2x-EfiPAPV-PAlk- AYE CO- _. ..... :FATTLF WA rA118 R AN ------ - 260:� --- . .. - IM NVYh11 _ -T TOM {TAMOA{Y TM%"� ... TON{ tLTIOOI AYI TOME MM" AUX TOM SHM TOP MI% --- _ TOEM NAT! PKWICATM M MBE--.— � r TYMM APMALT MAW 'AU /.SLY OAu. mass 24516 PLANS f-'OPY i ♦ 1, ASSOCIATED SAND a GRAVEL I COMPANY, INC. • NRM DIVISION ►0. BOX S"70 14500 SWTWANTER PAMAWAY • TUEWIEA, WASH. ESIM SEAMS • (1JN 24928SD vunt ONDEm NO NO— ----- -- ' TWIG CCLUCC10 CCNST CO DATE t • 3 73 7778 SEVAAO PARR AYC - -- - FE1ITTV WA 9p118 01 ANT AUBURN 260E 4-2/.MuI, AMQJjPJ'f,_._, Ir In. me om MTx TOW STANDAW MIX TOW SCIEOCA MTx 1 TOW Tops" Mix t TOW SWET TOP MTx y- TOW STATE SWIEICAl" WS 10#4 ASPHALT TREATED SASE DAIS. S A"ON CA4. Sy100 A:PNALI 7. 'm•ac'e' il�b°"ivzmc-s. a >:,m,rec.aw:N 1WOC9 NO ' t j 9AKp 1 I -zioas Jos Co" I r..I 1 :k S rnT�. A ASSOCIATED SAND a GRAVEL 5gG COMPANY, INC. . NRM DIVISION P.O. BG% WVO • 18 i00 SOUTNCEN':% PARKWAY • iDLWM, WASH. 'AIN SEATTLE • (206) 2 2900 ORDER "Mrj 26 0 00 4 OATE ► 1 • 3 73 }HANK C' LUCCIC COMST CO *- i•LA11E 77'!' .WAhG PARK AV, AUBURN � .. SEATTLE WA Je110 2002 Q le: MG COLD MI% TONS STANDARD MIX `T TONS SCMOOL MIX TOM TOPEKA MIX TONS SHEET TOO MT% TONS STATE SPECIFICATION CWSS_.--.. TONS UPH41 TEEATED BASS OAUS ENIMI)N GALS. BS.IDO ASPMAST rRUC•. NO f A[41�WBDw -xrr � � TA% y r i l ' V� __._._.. 2� 09 p POH D my T MLM MUTT at u,M IANI[6 HT TNr[TIGRA. JOB COPY r { LONE STAR INDUSTRIES, INC. 901 FAIRVIEW AVE N R O. BOX 1020 SEATTLE, WASH 98111 MAin 2-2900 Our -+ Rey. Na So;d To Ad+"s .r .y._ a. rYg y MIX Y D4rvEL � If 011C[W � � MM�R WI I MfiVl ' OM 1fM � I 4Vf ,Of If fr IIMI W - � iY.Llpitp WI'{f 1 .001D OM 1G GOLLKT [u'MOfQLD X Mlif TAX lr Dfrvx rout TOTAL wr wLr ww�.M M..s. ww gym.eM « a.rrY . ,.w rrwr. aw MYM ro HMI«Vb.l.ry .,yrW�M hew. wroM ,fWM.�Vlrt/n Y[� dN n.ry We ,.0 X fY USTONIE:R COPY FM 68929 ! \ 1,►ai►�iaaa► WORK ORDER No, F MONTH 19, EMPLOYEE & MR. TOTALj MR. TOTAL 'I� to AMOUNT DATE HOURS AMOUNT No RATE DATE HOURS TITLE RATE ' aa►\�aaa�i►�i� \aa►aaaa►a ►aaa►a►aa aa►►a►►►a aa►►a. •► �\ \\ 1 aaaaa�►�i►\ aaa► ►►►\ aaaa\a►a1r,,\ ►aaaaa►►►� aaaa�►aa►\►� 1 aaaaaa►\►1►► ,. ►\aaa►\a►►aa ►a►►a�a►\►\►• ►►a►a \a► \►►aaaa�a\ \►►a\�►�Z►a Ca\a►\caa►� \ aaa►► \�►ia aaaaaaaa►► aaaaaaaa►► ►�►a►►►► ,►�aaaaa►aa aaaaaaaa►► ►►a►aaaa►a ►�aaa\aaaa► ►►a►►a►aaa aaaa�i►vaaaa \►►\►►►►aaa aa►►aaaaaa Za►aaa►►\a ►aa►►aaaa► \ •►•a►•►► as►►►►►aaa \►Si►►►►►�► \aa►►aa►a�a■ f • p tt aaaaaa►a►► aaaa�aaa�► aaaaa��► Saoaa►�iaaaaa ►►a►►►►► ► a►►aaaa► a �aa►aaa►a ' ►a►►aa►► ► a►aa►aa► ►aa►►aaaa►. aacommen►e ►►aa►aa►►a ►aa►►a►►►a ►►a�i►�►►►►■ aa►ok►a►►aZ an aa►a• ►►►�►i►►►►► ►►►►►►aa►' aa►►a►►aaZ a►►•►•►••► a� aaaa�►a►►►a memo ►aa�►i aa►aaa\�► ' aka►aaaaa Saaaaa► a aaaaaaaa►► ►a►aaa►►a Nsommommoo►• ►►Memo as a►aa►�a�aa ►►•a►►Z►aa ►aa►►aa�►•aa ►Z►`►�►aa u►►►aaaa� 10. The required "PRESSURE TEST" has been taken by V "�- At a pressure of PSI , for minutes, on The test: Failed Passed Comments 11 . The required "PURITY TEST" has been taken by On Date of Reply Failed Passed Comments 12. Is there an Easement required? If so, give dates for: Preliminary Submitted Recorded E And Recorded Number is n 13. This Project included lr�{VYtF of Waterm n LJ And .rINGate Valves �, "�rif�� Gate Valves ,. Gate Valves L - L; '�.:/ _ and Gate Valves, And all m;scellaneous accessories for a total value of $ Also, Z Sizc Make Z 'a^'stype .lie: Fire Hydrants for a total value of $ 14. The transfer or "Bill of Sale" is in; Preliminary r Submitted ,2ecorded form.The recorded number 15. This project information was sent to the Utility Dept. for recording on s ar,d taken into "plan[" on 16. What drawings does the Water Shop have on File. Preliminary As-Built 1 ti �: Form Completed on city of Renton utility Department Project Form x given 1. hater Project # --�?��Date Project No. gin I_ 2. Project Description and location (j J y c� 21= , (if City check ) 3. Developer's Name Address , Phone # (If city deck y� ) Engineer's Name r' Address Phone # Contractor's Name /`lc-�_�C Cf}�� .... .� (If City check /`. Address Phone # 4. Is there an ACTIVE Late-Comers Agreement in the project area? �J if so, give File Name _ Recording Date And Number 5. The UtiIlty Department Work Order Numbers on ;his project are as .oI lows: ' 6. yhat plans have been submitteui Preliminary �A s- BuiIt 7, Has an Estimate been Prepared for Project if so, give Date Prepared _ And Total Amount of Estimate If so, give g. Is there to be a Late-Comers Agreement on this project d --"—tte bmi u Recorded dates for; Preliminary S �< 9 and Recorded Number 9. te of "Completion" Date of "Start o` Construction" � Da _ ` - 1 CJSTOMEPS CCfY BLACK RIVER QUARRY, INC. 6808 SOUTH 140eh SEATTLE, WASH., 98178 �i SPr ce 2-0b20 tLLl ADDt[tt }VVGt NYYMO TO "Af• 1 etAe NOf ti NN 11,e tlACf t1YO OYAY'!, MIC. eeMw e�Mei hvd 4niat.eP PeMI/ M ee1 nteM. � CIIUtN[D 11 J_C__ FOC6[OY ROCK_ 1 Yen 1.4,'i! AM UNT X" MINUS 1�. 1 MAN 1" MINUS I 4 MAN 1V2" MINUS 3 MAN s✓i' MINUS ' 4 and LARGER GROSS WEIGH: �/�LBS. /C. e) TRUCK WEIGHT LISS. C Tn _ NET WEIGHT LSS. -7f��/ el0916 T«tl YARDS TONS - CO x Y P 4 1 P 'Ilns4 llsit( -�� 1 rl d (CLdM1?COO[ C MD DxY TIT TRUCK jALAmvj TKKET ND —_--�—� START 2 NAULA 7866 1 k{ SOLOT E 3Ra Z A .NE LOADS DELIVER TO P O lOB-LOT ETC •,JO0 lOB ------71— UNLOAD _ ! M YARD . �� I..c. AMOUNT } T--��1 DS COMM' STATE BLEND SRECULRENO. IVY t 62010 42040 42050 42070 ;[ 4 EiNE SUPEW I0.xw L i SAND i2020 62030 42060 1 POUNDS MCA 2,2 .3 0 5201 5203 $205 $207 _MWITA—C Owcult.WINE, GRAVEL S202 52W 5206 5206 0 POUNDS SAW CCA."" "-1,. i/A- SP[C C1a ROCK 62010 62030 62050 62060 1 CRUSHED s/a 1111 5/E.M1x MC 111.Wx RK /vr TOR COURK ��.. ROCK 62020 62010 62060 62070 MrxER TONS f xl1A WUL )000/ MINIMUM LOAD f TUN6 sA CEMWAT STANDARD $0001 NYURLr 60002 + TE 60003 ]ACRE U.t WfOfM� CONCKETE .ORRNp l0007 c(NMiT 60086 Axx 80005 rx 60006 MCC$axRAragN JOINT 64 / X X 10' IatT W BAR 850 curs 66000 ,w(DUE NAIiR ADDED l ^ _ •al o.aTO..Ewf � �� YN TOTAL YOWIEIK[ x _ � �—� 1 OMKK .. AV RE E AX TOTAL DELIVERY TICKET n.waanwcrr i��.a ra.•uoer cacti[ EQU^LOPPORTUNITV EMPLOYER 2261000 631-31M Tc• A ASSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION P.O. BOX 888%0 • IB300 SOOTHCENTER PARKWAY • fuKWI A, WASH. HIS$ SEAITLE • (SON 244-2800 gs 'RDKn No ORDER O CUfTOMPJI DATE __.____---_4---------- --- PLA d2 20 72 300260 00 "-FAICRR-ZrCLOCCZa-C6R�T Ctf 7'77, SEMAHD PARK AVE PENTON -gt A?7I pa---3BTZ8--- -------. _-- 2800 !ON NYYNY ____ __-__ .. _— NW� T 1' _-_----_-__-..-__ VNIT►NICE'_—AMOVMT OUANTIT: UNITyDE_E�HI LSS. MC COLD MIX _ / TONS STANDARD MIX 7016 SCHOOL MI% ✓� Y TONS TOPEKA MIX TOI1S SHEET TOP MIX TONS STATE SPECIFICATION CLASS TOTLS ASPHALT TREATED SASE OATS" EMULSION GALS. $5.1O0 ASPHALT •. T f_" w[rvKo.-ST - inAL u 24295 ACCOMPAN190 0Y THIS TI T RE TICKET CUST0HER'5 CO�� BLACK RIV R QUARRY, INC. • 6W8 SOUTH 1401h SEATTLE, WASH- 98178 � l i SPruce 2-4620 h _ own 1 w Ell_ADORLaa T11u<w nu.NR ow 1 w..MOT M A.W M alAGa RWIa ouARar. ;��r�R6b Iw illy �. RMiw.r�d.i RVi ihaa.rr AMOUNT VF GRUaN[O ROGN ROCKaRY ROGM MINUS 1 MAN 1" MINUS 4 MAN IYi' MINUS 3 MAN —0 ` 414' MINUS 4 and LARGER -- GROSS WEIGHT LEIS. TRUCK_WEIGHT CBS. I T NET WEIGHT LBS_._ TO � 4 I YARDS TONS r � 1 rrrMrrir YMr....�.t !f Etna loP�/ t?r �, nss <5.1 RVt1 00o l�r AK. CUP MtA-�oP43 a fa-r4•�z. G1 SiDHYWhY BAN• •-•f z Yvf ta.u:a � !1]oI 5rotitwAY f YO CAKR[i! �- ZNp 9G Y� C tTY 1dn5 aar� Sal p a^/ e�ca ax FtFBsE DiL1vC�ttS BIZ 7tfr tY CoMI1hNY as{,Y (�jPVC DVP OfrG lr2 wnott2 pzPf r ti a r !�t ASSOCIATED SAND & GRAVEL sg,rm COMPANY, INC. • NRM DIVISION I+ PU. BOX SRBlO • IESS00 SOUTHCENTER PARKWAY • TUKWIIA, WASH P[IB[ t SEATTLE • (M 2�2900 ORDER NO ORDER O__ 1 CUfiTOMER DATE •` i 340260 00 4 .LA►Q 21 72 a FAwK CGLOCCEQ CON83 CO 777�, 3EWAND PARK AVE PENTON ArfL- ire---98118------------- ._. 2800 !O o-ER gUANTRY __ UNIT DEBCBIR�N_ 1 UN✓ I48 AMOUNT Les. Mc CqD MIX I _�_ .. . TONS STANDARD MIX TONS SCHOOL MIX TONS TOPEKA MIX -- TONS SHEET TOP MIX TONS STATE SPECIFICATION CLASS— TONS ASPIWLT TREATED BASE GALS. EMULSION •— GALS, ESI0) ASPHALT TRUCK NO. RECEIVED RY —� UAL" TAX X � � ST 24331 ACCOMPANIED BY TWO ME TICKET. E[ PLANT COPY i EdiASSOCIATED SAND & GRAVEL COMPANY, INC. . NRM DIVISION P.O. SOX REa20 . I85W .GUTHCENTER PARKWAY . TU[WIU, WASH. "188 SEAT7IE . 1206/ 248-28W PURCHASE CUSTOM[. ORDCR NO_—__.—_._._ _ NAi[ 3�Q266 Q{j - - - ►1.11@ 21 72 Y'�ANx--C- UCCTC-CONSTLo-------- "- SF.NAPD PARK AVE RENTON 2600 ---..-------------- JW...SIR _U<L AWITY---- UNIT-D[[GRIP7MJN UMT M�C6 AMQSINT- tw AEC I= MIX i. I — TONS STANDARD MIX TOMS SCNO(M MIX ± Tom TOPE[A MIX TONS SHEET TOP MIX I TONS S7AYE SPECIFICATION CUSS__ TONS ASPHALT TREATED SASE--M1--- OATS. NALUtON ORES 85-IM ASPHALT i iAA X . � 24332 CUIMP FOR DBY THIS TI MUTT P{ IVrR ACCJ O FOR ADJUSTMENT MUST PIANr copy 1 ASSOCIATED SANDM, GRAVEL COMPANY, INC.n . • • 18`00 SUUTNCENTER PARKWAY TUKWIUA, WASH. 991e9 Y.O. SO% 88810 S) 2a 20M SEATTIE • (20 PU RCHAR! ORDER NO.--- CUifOMER CAT! ` 30026i3 06 ti -- W. ,+RflRi, C'LUCCtC-t-GHST-00 PENT..^.N 777" Y : MARL1 F'ARK AYR __-,___ _. _.. 2800 -gpilMt� YA - 981T8 ,<..�•••R -- �_ - VNIT:!,CRIB ON OUANTIT'Y tsA MC COLD MIX TOFFS STANDARD MIX ol TONS SCHOOL MI--- MX TOM TOPEKA MIX TONS SHEET TOP MIK J— TONS STATE SPECIFICATION CLASS- _, TOM ASPHALT TREATED RF3E '- �— Gwl6. EMVISION GAM 71100 ASPHALT YAK RAW Risswlo rir IL t X A _... �`--- "or!l CLAIM!roR A YR ACCOMPANIRD w l"jI TORIT TNI 24316 PLAill CC" a d�I ASSOCIAT110 SAND 6 GRAVEL COMPANY, INC. Nf(M DIVISION P.., SO% M70 • 185W SOUTHCENTER PARKWAY • TUKWILA, WASH. MIRK SEATTLE • (1061 Tt63B00 PURCHASE ORUEA NO_---- CUSTOMER DATE --- ----------------- -------- - PLALTt 21 72 300260 CO 4 - ------------ ..- -------------------- FFIANK COLUCCIO CONST CO PENTON 722d_ &E.YAP-4-PARK_AV.B--------- —_ 2600 S ------ : -- 98118 '' QUANTITY VNITyDCEOl111T10N -- VwH p1GE� THOU T__ LN. MC COLD WE 1 TONS STANDARD WE I TIME SCHOOL WE TON4 TOPEKA MIX TOYS SHEET TOP MIX TONS STATE SPECIFICATION Cl/S4.__— -^ TONS ASPHALT TREATED MY GALS. EMULSION GAM 8M110D ASPHALT i �fG[IV%D OY�. TAX SALKJI tJJJJJ - 1 �4319 U IMR FOR AOJ1 THIS TICK" K" EE P AccoNvwNiEo 2Y rNls ncicn. - PLANT COPY A ASSOCIATED SAND & GRAVEL Sg,G COMPANY, INC. NRM DIVISION V.O. 6'. 8S810 • 18500 SOUTNCENTER PARKWAY [ TUMILA, WASK 901W SEA11.E • (206) 248-2800 PURCHASE ORDER NO. CUSTOMER _-_--- - -- DATE 300260 00--4------------ -- ___- .LAW 21 72 FRANK C1--G0CCT0-i. R3Y-QO------- y 777- -EWARI) PARK AVE RffNTON t ' !-ATTL, .WA--_OAI-18--- ---------- - 2500 �,o.. ..a QUANTITY —_--- _UNIT.DEICRIPTI — ----_UN�r nnt[-- --11T LOS. MC COED MI% TOM STANDARD MI% TOM SCHOOL MIX I i; TONS TOPEKA AUX TOM SHEET TOP MIX 1 TOW STATE SPECIFICATION CLASS IO Y NS ASPHALT TREATED RA 'MS. EMULSION GALS. 1&100 ASPHALT TRULR NO...._— AIOSIVSD WW p SALES i TA% e t ixCLAINO 24 `?1 ACCOMPAh'LO 1Y TNSi 9WITFT n PLA NT COPY 'q x SCy CUSTOMER'S co'.. M♦ � "'BLACK RIVER QUARRY, INC. 6808 SOUTH 140rh / SEATTLE, WASH., "178 SPruce 2-4620 _c !ILL AOOD[DD �-=]`I U TO jr 16M MQY M N 4 'YACC A Y[R Y I, 11 Y D M[C R O C R MINUS cc 1 MAN K o K c — ♦4ouNT _ i—MINUS 1Ya" MINUS 4 MA_ 3 MAN 2%i MINUS -4 snd,_LARGER GROSS WEIGHT LES TRUCK WEIG_ HT LILS. NET W EIGHT LBS. _Tax Tool YAP.DS ■tcY X ' TONS a r p t r XHIBIT "B" i continued ITEM NO. 4-B COST TO STATE Unit: Item Quantity Unit, LLC-r Amount 6" D.I. C1.2 Water Pipe 592 L.F. $ 2.49 $ 1.474.08 6" C.I. Tee (MJ X FL) 1 Only 90.00 90.00 6" Gate Valve (MJ X FL) 2 Only 82.80 165.60 8" X 2,+" Gate Valve Box 1 Only 11e'.10 14.10 Install 6" D. I. C1 .2 'dater Pipe 592 L.F. 4.0o 2,768.00 Furnie.h and Install Select Backfill Material 880 ions 1.50 1,320.0-, Install 8" and Smaller Gate Valve Assembly 2 Only 40.00 80.00 Subtotal $ 5,511.78 16% Engineering and Contingencies 881.88 54 Sales Tax 275.59 Item No, 4-B Total Estimated Cost to State $ 6.669.25 s 3; 1. Percentage of Cost to State: y$6 669.25 a 30.6% r ±a�.•: $21:8�8 28.95 Nute: 30.�/, will remain fixed and will be applied to actual cost of Item No. 4 to determine State's obligation, '' '" • "`.' 2. Percentage of Cost to the City: '46,669.25 - $21 .£2`1.95 69.LM $lI,ES o.95 Note. 69.4% will remain fixed and will be applied to actual co t of Item NO.. 4 to determine the Clty's obligation, i.4 ITEM NO. S / 6" D.I. Ci.2 Water P;pe 22 L.i . $ 2.49 $ 54.78 X6" C.I. 900 Bend (NJ X t1.1) 1 c„dy 27.60 27.60 ,c6" C.I . Soiio Sleeve (MJ) I Cniy 2" .80 23.80 )(install 6" D.I. C1.2 Water Pipe 22 L.;'. 4.00 88.00 ✓F urn ish and Install Concrete Blocking 2 C.l. 35.00 70.00 Furnish and Install Select Backfill Material 33 'lulls 1.50 Le3.50 Furnish and Install Asphalt Concrete Surface Restoration 10 'ioi; 25.00 250_00 Subtotal $ 563.68 16Y Engineering and Contin;cnries MIS 51, Sales Tax 28.18 Item No. 5 - Total Estimated Cost to State '_ 682.05 '. 4 iS EXHIBIT "B" (continued) 1. Pcrcentage of Cost to State: p7, 866.60 - 78.3`/ �17,7 Note: 78.3% will remain fixed and will be applied to actual cost of Item No. 3 to determine State's obligation. 2. Percentage of Cost to the City: 513,866.60 - .707.14 21.T% 517,707.14 Note: 21.r. will remain fixed and will be applied to actual cost of item No. 3 to determine the City's obligation. - ITEM NO. 4-A (BETTERMEt1T� TOTAL COST OF ITEM Unit uantity U�iit PricQ Amount Item 592 L.F. $ 12.69 S 7,512.48 /24" 0.1. Cl- 1 Water Pipe I Only 3£7.0R 387.08 24" X 6" C.I. ;ee (M.1 X FL) I Only 82.60 87 An 6" Gate Valve (MJ X FL) I Only 14.10 1 K18" X 24" Gate Valve Box I only 2,160.00 2,160.00 )(246, Butterfly Valve («d X MJ) 592 L.F. 9.50 5,614.00 1< Install 24" D. I. Cl. i Water Pipe 1.50 1,320.00 Furnish and Install Select Backfill Material 880 Toly 40.00 40.0. ` k Install 8" and Smaller Gate Valve Assembly I Only x,Furnish in Part and Install 24" Butterfly Valve I Only 900.00 900.00 Assembly In Concrete Vault Subtotal Si8,040.46 2,886.47 16% Engineering and Contingencies 902.02 Sales Tax Item 4-A Total Estimat cci Cc-:c c21.828.S5 4 +. 1 _EXHIBIT "B" (continued) 1. Percentage of Cost to State: _J14.46 /, . 84.8 $17,062.1 Note: 84.896 will remain fixed and will be applied to actual co-t of Item No, 2 to determine State's obligation, +".! 2. Percentage of Cost to the City: $14.461.96 - $17,UG2,--16 15.2';; Note: 15.2% will remain fixed and will be applied to actual cost of Item No. 2 to determine the City's obligation, .ir. 'dhix ITEM NO. 3-A BEtt ERMF.NTVi i TOTAL COST OF ITEM Unit Item Quant it,�i [Li ic Price Amount n u K" 24" U. I . Cf. I Water Pipe 600 L.F. $ 12.69 $ 7,614.00 )<` Install 24" D.1 . - Cl. 1 Water Pipe 600 L.F. 9.50 5,700.00 /Furnish and Install Select Backfill Material 880 Tuns 1.50 1,320.00 Subtotal $14,634.00 16% Engineering and Cunt rn�cn :ies 2.341.44 5% Sales Tax -131.70 Item No. 3-A Total Estimated Cost $U7 07.14 ITEM NO. 3-B COST TO STATE 16" U.I. Cl. 2 Water Pipe 600 L.F. $ 6.40 $ 5,040.00 Install 16" D.i. C1.2 Water Pipe 600 L.F. 13.50 5,100.00 Furnish and Install Select Bdckfill fit']. 880 Tuns 1.50 1,320.00 Sub'otal $11,460.00 16% Engineering and Contir. ... ;es 1.833.60 ;Y Sales Tax 573.00 Item No. 3-8 Total Cost i, Late JL ,866.60 3 1 • �y EXHIBIT "B" (continued ITEM NO. 2-A (3ETTERMENI"1 U,i i t Item Quantit +, +t Prlre Amount X 241, D. 1. Cl. I Water Pipe 320 I ., S )2.59 $ 4,050.80 161, o.i. Cl. 2 Water Pipe 34. 8.40 285.60 Y 24" C.I. Plug (M.J.) I ee.52 88.52 >< 24" Butterfly Valve (MJ X MJ) 1 ...,; � 2,160.60 2,160.00 ' )E24t1 X 16" C.I. Tee (MA I y 310.rs0 310.80 f1611 Butterfly Valve (MJ X MJ) 1 1.019.20 1,019.20 +. /16" C.I. Solid Sleeve (MJ) 2 Culy 100.88 201.76 Y161, C.I. 22P Bend (MJ X MJ) I Oaly 121.76 121.76 w' A 6" C.I. 900 Bend (MJ X MJ) 1 Only 14 02 144.42 1(81i X 24" L.I. Valve Sax 1 Only 14.10 14.10 ,Xlnstall 16" 0.1. Cl. 2 Water 'ipe 34 L.F. 8.50 289.00 Klnstall 2411 U. I. - Cl. I Wa:". r Pipe 320 L.F. 9.50 3,040.0o )l Furnish In Part and Install 2411 Butterfly Valve Assembly in Concrete Vault 1 Only MO.00 900.00 )(Install 16" Butterfly valve assembly 1 Only 100.00 100.00 Furnish and In,,tall Select Backfili f'aterial 530 Ton 1.50 795.00 Furnish and Install Asphalt Concrete Surface Restoration 20 Ton 25.00 500.00 Furnish and Install Concrete Blocking 2 C.Y. 35.00 70.00 Subtotal $ 44,100.96 16% Engr, and Contingencies 2,256.15 t Sales S_ Tax 0ODS Item No. Z-A Total Estimated Cost £1-�7 Oo2�1 ITEM NC. 2-8 COST TO STATE 16" D. I. Cl. 2 Water Pipe 354 i..P . $ 8.43 $ 2,973.60 16" C.I. Plug (MJ) i G'I 45.00 45.00 1611 Butterfly Jalve fMJ X MJ) 2 7 1,01^,? 2,038.40 161, x 16" C.I. Tee (MJ) 1 C.. y 239.00 I 16" Solid Sleeve C.I. (MJ) 2 c..iy 1L-;- 201.76 16" C. I. 2210 send (hi X MJ) I Only 1<1.76 121.76 161, C.I. 900 Bend (MJ X MJ) I (:niy 144.42 ;44.42 8" X 241, C.I. Valve Box 1 14.10 14.10 Install 16" D.I. C1.2 Water Pipe 354 8.50 31009.00 Install 16" Butterfly Valve Assembly 2 900.09 1.800.00 Furnish and Install Select Oack'.'Ill Assembly 530 1✓.,.r, 1.50 795.00 Furnish and Install Asphalt Concrete, Surface Restoration 20 25.00 500.00 Furnish and Install Concrete Blocking 2 C.Y. 35.00 70.00 Subtotal p11,952.04 16% Eng. and Contingencies 1,912.3322 it1.--�Sales Tax 1 �,�..9 {tam No. 2-6 Total Estimated Cost to State II 2 NNW ITEN H0, 1 EXHIBIT "B" PART A ESTIMATE OF COSII T As indicated in Exhibit "A" Specifications and III, , ;! Considerations thin portion V of the existing utility relocations will be perforr..,d ;r, t,,e States contract for this r- section of highway improvement. ' Unit ' Item Unit Unit Price Amount Adjust Catch basin 3 Each $IOO.UO $ 3CJ.00 , Adjust Manhole 6 each 150.00 96J.00 Subtotal $1,200.00 16% Eng. and Contingencies 192.30 5% Sales Tax 60.00 Part A Total Estimated Cost to State 1 452.00 j PART B y IYrMf 4" C.i . Water Pipe _i8 L.F. $1.4•;5 $ 26.19 6" D.I. C1.2 Water Pipe 428 jai - L.F. 2.4(r 1,065.72 6" Gate Valve (FL X hi) 1 Only 3a. 79.20 79.20 6" Gate Valve (MJ X mi) i only 82.i!0 82.80 8" X 24" C. I. Gate valve Box r, 2 Only 14.10 28.20 6 ' C. i. 22g-0 Lend (fiJ X MJ) 1' only 121.76 121.76 6" X 4" C.I. Reducer ;PE X Seb, MJ) l Only 17.75 17.75 4" C.I. Solid Sleeve (MJ) 1. Only 16.95 16.95 6 C.I. Tee (III) X FL) 1 Lair 48.4o 48.40 5" MVO Corey Fire Hydrant (MJ) 1 Only 2 12" Fire Hydrant Extension Section y 9.900 259.00 t Oniq 4.097 12.97 00 X Install 6" D. I. C1,2 Slater Pipe D 428 L.F. 4.00 1,7I7..00 Install 4" C.I. Water Pipe 18 L.F. 2.00 36.00 ` Install 8" and smaller Gate Valve Asry. 2 Only 40.00 80.00 Install Fire Hydrant Assembly I Only 150.00 150.00 n Furnish and Install Select Backfill Material 645 Ton 1.50 967.50 rFurnish and Install Asphalt Conc, Surface Restoration 20 Ion 25.00 500.00 x Furnish and Install Corcrete Blocking 2 C.Y. 35.00 7O.CO Subtotal $5,291.44 Less Cred;t-Salvage Fire hydrant Assy. - 20.00 Subtotal $5,271. W. Engr, and Contingencies 843.43 55/ Sales Tax 263.5 Item No, i Total Cost to state 6j .31d,44 �o t , .l :fJ i f%HI IT "A" �ccottnuedT Final accei:tance of the work shall be by payment of tv-, final and complete itemized billing certifying that all the work has been done and upua recommendation of the Distrim. Engineer, Department of Highways, Seattle, Washington. 5ALVA6[ All material removed by the Utility shall be reclaimed nr disposed of by the Utility and shall be credited to the State in accordance with Bureau of Public Roads' Policy and Procedure Memorandum 30-4. The Utility shall furnish wr•'rtten notice to the State for the time and place the materials will be available for Inspection- BE rLE_RmENTS The adjustment of the Utility's facilities, as required herein, c"s constitute in Bureau of Public Roads' policy and Procedure Pemarandum 30-4 a betterment as defined and is included in the estimate of cost. C(VOANCE the utility agrees to comply with all applicable requirements of the State which ,hall be in accordance with Washington State Highway Commission Resolution No. 2224 and amendments thereto, and said resolution and amendments are hereby Incorporated In and intents and purposes as If fully set forth herein. made a part of this agreement for all The Utility shall apply for and the Director of Highvi.ys shall retormend to the Highway Commission approval of necessl�ry stabitory permits or franchises pursuant to Chapter 47.44 kCW required for installation of such facilities that remain on or across the State highway right of way. TiM£ FCC TIQN The Utility agrees to complete the relocation of their facilities nr. ;,rovided under this agreement at the earliest possible time so that no �VLQ. erence or !!clay will result for the State's contractor. 4 1 fxiwilT "A" Icont I nnua4T Item No. 5 - Approximwte HES 410+37 Install approximately 22 L.F. 6" D.I. Class 2 water pip,. and appurtenances. �k M.yn Item No. 6 - Approximote HES 416+20 to HES 416+24 16" D.I. Class 2 nattr Pipe and appurtenances. Install approximately 110 L.F, Install one 16" Butterfly valve and vault. x ' _item No_. - Approximate HES 420+50 Reprove and relocate existing slate 3/4" water service which Is presently used c for a sprinkler system. item No. 8 - Approximate HES 1,21447 to Burnett Street tv Install approximately 54 L.F. 12" 0.1 . Class 2 water pipe and appurtenances. i r J Install one fire hydrant assembly. Salvage one fire hydrant assembly. Install one 12" kt77; gate valve and a 6" gate valve. Install a 2" bypass assembly. Install 8" x 24" gate - j valve box. Item Ilo. 9 - Approximate HLS 427+12 Abandon approximately 108 L.F. exi:-:tang 6" water main, install approximately 108 L.F. 8" U.I. Class 3 water pipe and appurtenances. install two (2) 8" gate valves and two 12) 8" x 24" gate valve boxes. Item No. 10 - Approximate HES Censon Road 36+50 to 52+0L Install approximately 1 ,600 L.F. 8" C.I. Water Pipe cud appurtenanccs. Install , four 8" x 24" jate va'.ve boxes, and 36 L.F. one 8" gate valve, three 6" gate valves 6" C.I. water pipe. Irstall three 5" Hilo fire hydrant asaunbiies. INSPECTION AND ACCEPTANCE All of the Utility's construction operations, as prc� under 0 7' :agreement, shall be subject to inspection by the State. 3 4 i1 � EXHIBIT "A" (continued '*' :. WORK TO BE PERFORMED BY IHE UTII_IiY PART B This work is to relocate existing utility water mains and appurtenances. The Utility shall furnish the majority of the materials and the Utility shall contract the Installation of the sew water main Installation, Item No. 1 Approximate HES 406+32 to TIES 410+24 - Abandon approximately 400 L. F. of existing water main, install approximately �► � 428 L.F. 6" 0.1. Class 2 water main and appurtenances. Install two (2) 6" gate valves and two (2) 8" x 24" C.I. valve boxes. Install one fire hydrant assembly and salvage _ one existing fire hydrant. Install approximately 18 L.F. 4" C.t, water main and appurtenances. Item No, 2. Approximate HES 407+10 to HES 410+24 Abandon approximately 280 L. F. existing 16" water ra,iri. Install approximately 320 L.F. 24" D.I . Class I water pipe and appurtenances, lo::tall one 24" Butterfly valve and vault. Install one 16" Butterfly valve and 8" x 211" C.1, valve box. Install -- approximately 34 L.F. 16" D.1. Class 2 water pipe and appurtenances. This installation represents a betterment . See Estimate of Cost for brenkdown. item No. 3 Approxirate HES 410+24 to HES 416+20 Abandon approximately 600 L.F. exi%tinq 16" water main, and 600 I .F. existing 2" water main, install approximately 600 L.F. 24" D.I. Class 1 water pipe, and appurtenances. This installation represents a betterment. See Estimate of Cost for breakdown. Item No. 4 - Approximate HES 416+20 to HES 421+90 Abandon approximotely 675 L.F. 6" ,Iater main. Instuii spproximatciy 592 L.F. 24" D.I. Class 1 water main and appurtenances. Install one 1W Butterfly valve and one 6" ,late valve. This installation represents a betterment. :'e_ Estimate. of Cost for breakdrwn. 2 M. yt 'r4 yp. a, M: fY SPECIFICATIONS AND SPECIAL CONS IDf!'.::TIRNS ,v .,', y The work proposed under this Agreement contemplate:, the removal, adjustment and/or relocation of certain facilities as descrlbed herein. WORK TO BE PERFORMED BY THE Sli_",_TE k1 r PART A Adjust three (3) catch Lasins and six (6) manholes to meet the re,, SR 515 con— `/ ,. {k':• J; strL'ction grade. This work will be included into the State's proposed contract and payment will be made thereunder. The adjustments will Le made to grades staked by the �•=u.i' engineer. Tie gdjustments will be ;.ade at the locations noted below: -' I Adjust Manholes: Station Number of Adjustments a, 414+I0 Rt. I 414+35 Lt. 1 { 414+75 Rt. 1 + 5' 421+35 Rt. 1 �, 425+25 Rt. 1 428+90 Rt. i Total 6 t;a•.ihole Adjustments Adjust Catch Basins: Station Number of i.rl:ustments 410+b0 Rt. 412+50 Lt. 412+20 Lt. Total .. ,h Ba• in •^. i$tments �. 1 p ,y h• jA { I,f IJ • + r x�R f� x , k liability of any nature growing out of the performance of this Agrcc,aent on the part of the utility. h'A:? No liability shall attach to the State by reason of entering Into this Agreement is except as expressly provided herein. The Utility hereby grants and conveys to the State the right of entry upon all x land which the Utility has interest, within the right of wDy of the highway, for the purpose of improving and/or constructing said highway. V EXTRA WORK in the event unforeseen conditions require an increase in the work of 25% or rore ... ;,. , which is to be accomplished in connest Ion with the facility adjustment herein proposed, the Agreement will be modified by a written amendment coverinq the increase in work. ;x. In the event It is determined that any change from the statement of work contained in this agreement is required, approval must be secured from the Statc prior to beginning of such work. Where the change is substantial written approval must be secured. Reimbursement for increased warl< and/or a substantial change in tllc statement of ' .Ark shall be limited to costs covered by a modlficatiork of the Agreement or a written change, or extra work order approved by the State. IN WITNESS WHEREOF, the parties hereto have executed this agrecmert as of the day and year first above written. ., �p�c, e11 yI to fwc; ;kr} /j, CITY OF RLhitG n t r`, ity Attornzc° ) — Approved as to form: STATE OF W16IIINGTON WASHING'ION STATE HIGHWAY COMMISSION 19 Assistanr tor for hjgI,v:oy Development 8y Assistant Attorney General 4 : V•WtlM',ef„a.,;, . 3ry ..v:;:. '`rE^:"r+>n*.°YI>�*E'N'.At9 • 4{I I Partial payment (any be made upon request of the ut. . r<y to cover cots Incurred, } and are not to be more frequent than one (1) per month. lu; of the amount claimed may be withheld until the final payment voucher has been audited and approved for payment, at which time, the total amount due will be paid, it is agreed that payment of any parti:,i claim will nat constitute agreement as to the appropriateneec of any Item, and that at she time of final settlement. all required ad,;uctments will be made and reflected in the final payment. in the event that such final adjustments constitute , an overpayment to the Utility, the Utility agrees to refund such overpayment to the State. During the progress of the construction and for a period not less than three years ,. from the date of final payment to the Utility, the records and accounts pertaining to the construction of the project and accounting therefor are to be kept available for inspection and audit by representatives of the State Department of Highways and the United States. An itemized estimate of cost for the work to be performed by the Utility at the States,, expense marked Exhibit fill, attached hereto, and by this refererrr made a part of this agreeri.ent. 111 AUTHORITY To OEGIH WORK AND SCHEDUj-1 OF WORK The Utility agrees to schedule the work herein referred to and perform said work to such manner as not to delay the State's contractor in tine performan^a of his contract. Tile utility agrees not to commence work until rccriot of notice to begin work In wrltin.; by .he State, ano that reimbursement will be limited to those cc`is incurred subsequent to the date of such notification. IV Lr.CAL RELATIONS Tile Utility doe: hereby release and agree to save and hold the State harmItis from any and all causes of actions, suits at law or equity, or claim or demands, or f om any 3 t i f,; IT IS MUTUALLY AGREED AS FOLLOWS: I GENERAL Bureau of Public Roads' Policy and Procedure Me.x,randum 30-4 and amendments thereto, determine and establish the definitions and applicable ;,tondards for this Agreement and payment hereunder, and said memoranda are incorporated hereby and made a part of this agreement for all intents and purposes as if fully see forth herein. The Utility shall furnish all labor, materials, ct;uipment and tools required for and do all work in removing and relocating all of the utility facilities, in accordance with ar.d as described in the specifications marked Exhibit "A" and the plans marked Exhibit "D" attached hereto, and by this reference made a part of this agreement. _ In accordance with the current State of Washington Standard Specifications for Road and Bridge Construction, and adopted design standards, unless otherwise noted, the State " furnish all labor, materials, equipment and tools required for and do work in ed`u�tment of the utility facilities in accordance a:ith and as showy: on plans and marked exhibits attached hereto and by this reference made a part of this enreement, and agrees to assume the cost for the item work as outlined In tire entimate of cost. The State's liability under this section shall be contingent upon receivinq satisfactory and acceptable bius on the proposed improvement and the subsequent award and execution of the, contract therefor II PAYMENT All of the costs of relocation of the facilities. or` tine Utility ➢r the obliyatlon of the State. The State, in consideration of the faithful performance of the work to be done by the Utility, cgrees to pay the Utility actual direct and related Indirect costs accumulated in accordance wit'.- a wort: order accounting procedure...prescribed by the Division of Mvn➢cipal corporations of the State Auditcr's office. 2 I � ! 71 J AGREEMENT THIS AGREEMENT, made and entered Into this_�/_day of O/ �P4 M 4-44 19 *7,-;?�_, between the State of Washington, acting through the Washington State Highway Commission and the Director of highways, by virtue of RCW Chapter 47.12, hereinafter called the "State" and the City of Renton, City Hall, Renton, lashington 98055, hereinafter called , the "UtiIIty"; j!b t WHEREAS, the Stat^ is planning the corstruction or improvement of State Route 445, - Puget Urive to Grady 'day and in connection therewith it is necessary to remove end/or relocate or construct certain utility facilities as se forth in the bttached plans, and , . marked Exhibit "D" and by this reference made a part hereof and, WHEREAS, it is deemed to be in the best public inters : for the Utility, as owners of said facilities to administer a contract for a port'.c, of the work of removing, and relocating the facilities with the agreed stipulation that a credit is due for the value of the expired service life of the facility being replaced due to the construction of 't the replacement facility, and WHEREAS, it Is deemed to be in the best public interest for the State to include a portion of the necessary items of wo;-k for adjustments to the Utility's facilities in the State's construction contract proposed for the Improve,.,ents of this section of State Highway, with the agreed stipulation that a credit is not due for the value of the expired service life of the facility b-ing replaced d"- to the construction of the replacement facility, and WHEREAS, the Utility has a corpensabie interest in its facilities and right of way by virtue of being municipally owned and operated and exist on a State highway within the corporate limits of said city, and the State is obligated to reimburse the Utility for the relocation c� these facilities, and the Utility isobilgated for the cost of any relocation required for facilities not on Utility streets Or right of way. ♦ 1 p� t a.V J i December 21, 1972 j ill Washingum State Highway CIAMELSsiCI Departwent of Highways Office of District Engineer, Cistriet 11 5471 Corson Avenue S. Seattle; WA 98101 Attattiooe Salley Atkins 1st Acquisition of Right-Of-way ER 515 wloeaticm Oent).eses, As per your discussion with Pan Olsen from this office, ve have acquired the necessary right-ofway at the 5. c . corner of Tsl bat Road and P159et Drive. At we un0aratand, the State was to acquire this prOperty ulti"WY, out due to the watensain relocation it was necessary to buy this immediately we are aulaittinp to you all the costs which have been Paid by U,e City, and are requesting reimbursement for these costs. 1. appraisal ran Momela,d Real Estate) 8 120.00 2. Title Insurance 52.50 ). Rasordf.aq res 2.00 i {. Fight-of-way gjo-"00 TOTAL COST 52574.00 If all is agrasafda, we will ,^repare a quit cleft dead for Signature ah, processing. Very truly yours, Mat 9, W Aenry, 7.E. i )cting Director of SngineeriM i Richard C. Houghton Ac" Utilities rngineer iCH,$1, i.' // \l 0AlUEL J. FVANS » 1 - wnuae c ,aoes STAT! OF WASNINOTON DEPARTMENT OF LABOR AND INDUSTRIES General Administration Building --- OLYMPIA 9BS04 1 avtuon or INouwwi IMsiiurin --- nttur r. .Asti, wwsvtu:a April 16, 1973 TO WHOM IT MAY CONCERN: I Re: COuLraet No. 3018-72 Gentlemen: - .nis is to certify that Franc Colucei.o construction Co., Inc., 9600 Empire gai Soeoth� Seattle, Washington, Firm No. 204,169 a roll report and pad premiums due the ACelAtpt and ?4edical Aid funds of the Department of Labor and Industries covering vatermain installation. Very truly yours, SUPERVISOR OF INDUSTRIAL INSURANCE ..LRJgE.Gres��s�4G� ' , �y Chief, Undervri it S section ZMT 4i2iHti r � 3 htSIMMS T EEE i 1 as IVU y ail avo } sank alAr99..v as-344 11oyeu= 'KacfdV lit) � S v ow ra}o , a 1 11 xoJdd.i uaPuvWb W3 1 �s t 1 pto` ,`+ ! } s`**. 30 p x y�_ aos '.Aw*moH }u7w�i}Fag v .A.yv�evoidow ,u sOLV W Id w6 a+ n3 P Uma.,+ .. .ti,,r._.•' *% IL "Or 4} 'i+ 5s Fsdcaol-� v0 vo air% a4� t - �,.,...: . _. f • `�' ` r 8 CJ1fl 7.�ltU'U�}�y� uO�tio�1 So � �.....• - ....._�., _ +'w� �is �. � x � `.�" � . _:i 5,.. ,S L -wti3: y � 1 t-1 ,• I.. '-1 I 1.' , h l � 14 ,, r Y- a yj CT s _. 4 V I1 1� O 7 �Yr 4--. ny. ero�r • Z cr l f 0 I f7 ? Zs ,g �� V w � � —_r +•M 11 ,+ .key i Ld , 4 co CD co I � , o� .• i 111♦3■■■'' � � f y "� xr' e 1 � to I y • LIP p o { 4-1 1t Fi SClass 2 Woter Ppe ` t � i }; •i# coo I w u k YnsinU ACE ITEM �O 4 Bo�•lecaten� Ctoss � 110 L.F 1�' pT Aba�.dan Approx 6TS L tG"1nli}n- Mom o ITEM NO A r}e Mofn 4 Appurter�r�s. Insiott APProic 59� L.F 2l"DI. ($e{}a n� PPu 'x�nc s. Instoi) one C'Oss 1 Water MOM 4 A r}ena Abandon APProX r-OO L F ! — IG"' nNe one 24" 6u44e PPu noes 71 j�q t�aldon 6" Woter Mo n. ,•Fly Valve 4 one G- C3o{e yoty_ n�igtl A APprt�x GOD L F e- Wolvr M43tn. pprcx GOO L.F e4- ❑I. Ctoss I *r RPt Sr P.pp„r{enances. r , -------------- 1 t � EXH181T '� tit aye fa �.xry}. ,Fice�, tttydron �o be `3c�tvo9p�j , Ct Mery Fire �ty�ierrarri AwF.&mbu3 PL'9eF Or {o Gracio W,:. AdsUzi M4AEfot . , ._ :. . .. . _ y o{ ReAon Nd�lA E'is� Basin .* y; d w a•< i . ►w.'�iit N► ir y .r „.aeamr>a IY r . � 1 Abandon Appmx. >00 L.F G Waier Mo+ > i Insto\i Appmx. 4ee l.F G" D.I. Claee 'd WcAer c' Main O Appurienences. Irtsio\I Approx Z L.F �"•�� Ch 4"C.I Water Moen 4 Appuriennnces. Insiollwo "'"• } -'"; i L G" Gcie Valves Irra}n \ 1 Fire "I%dran} - —�~�• -- 1 ----=+ i y ��~-~ ITEM NO � (Sa}lermen�l Abandov, Approx- Z50 L F IW Woter T*Aam. Insio\% < _ krox. t•O L-F e4" O_T Ckes f Waier Me;n and t ppur+e nces Ineta« one 24"Butterfly Valve, one + j If;' 9urt Vatve. 'jnS+nll Approx- 94 L.F Iv DI . ; Cinsa C WcAer Vta%rn S A-)puriennncoll . C�4y of Raniar► Ordinance itwwras j Mwt. pipe SIM on o %caved syslsM;+vw"fer. frmn pipe Is nod u 6e%iermen� E X {-t I B I T C.S. Exist Fie H<;dmn to by Snivn ed Gr4+d Jew Fire Ny�inn# Nesw%619 9 p{ RCn Adyusi NSnrt1iD{e - f AoetEMptr W Ady,,s� eoich 5as+n t 9MEEt 2 of 5�Y ' • ' ,.e } WALE l" = top' �' , RS EWM r i T t _:.arm r- � � ,� -�/ I �T. >i Mi .Yt ' ` \f k 9U '• r�O1l+ � «-w._... "'� «aen,� � + � s .af nf.w _�. ' �_i„__'•w.�__��__:.=..�_ _TiR x w•w�•a f t __�" je /` '` u f �. 9q M ." e I� r a _ �� , ' � ` P _ w .7 10[iYCAF� . • } 'i •dglE .� �rEi(t e41 . u.OTKg01iA.`• .004 • AA � ENO OF PLAN SR515STA43 +99 p3% - -_��._• __�'1. F!:.. �.'. eY$M.4±:1 ..<` • GRAD22ar ST/1.:p+273.�`.. ,. - • oJT I f -- i .-... f tr Y U694041"S OF PLAN rSIS SL 32�+TT001p�OO A P P • - ft STD TO+ - . ' {. w a ! �EXHIBIT� $F b s 4l �]�;Nq ; ♦< -.d M Mr♦nss x d.+..•♦(at C wr<.••a t.n � � � i - •�' a 1� _ r t. aMl�.,•. v• aw.. R.:.r.+. ,q«re wir• t. ,.. - - MAP P.( eA Or. yo ''. ; c. � $ ``♦'R�a•�1 } .'e1<r .. _ he T � ♦f'� � � Ot~GRe 1-4�r. 4 rS TOTAL P ACft OFT/IL 4 4 ' `4-,,.,, ,fir s. fi. ., . • x : a': : i' ,�. rs� ! M.3REEMfMT FIn zk'• ` "«, `� " !!! 5*EE[ l or 5 11FF1'3 SCp' TWA,.L"SM GS T. SO wyEs . ., i G IY= r olk i_._. J. .a j a I! f r 2 r '�y } ' e"tnin t L� ts•,. t - v of Hers Cc-i'ract, tr- con- ." _ During t. p irr: c in g trac o-, i 7 ,r it a :.ieec. an l sue, : o ', ."r P r 1 r., mtcres! ;L. . u :'e: ref.z.ed to a. t -_'•(!-•, �'...�:'), c i __ rt., ." H oftl"t c 1 a Illy IL co C'or 1 orZ. ;� !!a T;8., t' zll co °-ply t r 1. the Y tht oil ,... the .., tl 1- u. tiM r a - ES .rtm( t of eo ,t-e c [ r ne t non- cert, . t,• t rr S!f,t zIr l 1 dt otm ' Sur m rt oraPt -a' r - I, or , . r a' Puhtl I r cf to Dc;z t tm( ' of ♦ t�r:._,i 4 1y k ,rt o tl fC- t ( rt }as n-. } _ n t•13 Co-, u Fz��I. d .• - • Iz tr. rjr 11( 1 t tk, ar- , a c. ICRl t ("', C. f f-- C (5; ,• ♦ : ....e 11, it ^ ( t: n.a'?(• a g,_a of t...> r n.,, r , -:c.: �. ,I:. Ith of {2) ° a .,urn,;: e�f r -. 1 n cc g:.•cl to '% t ( I;: f :] 1, ,, r r < , it or Glc o - ' will n t G. , r I :7 ii 1 • ' not li r' ' ' .a Of ring C', 0, of l 0,'; ]"} • 1p P ' t- r naR3S t0 'wn CO �. §C! ctlOn tr R. :u r. I n .. : _., it f t lurhrr p „ '. a. 1r� VI' C ijlc Er, of cc in tho 0 1u o .: p -: } y ,', r ce:, v.es,.: g, Io'tL itr Ir. n , pare s'L forth ra F.,txt .� LIi r the t ,• 15 C Ui114 `C f L• t: o ,.:. t t S i0 S lt. 14vcwz •^ t: cf 1lah t- :d !1 I. _• - c q, '1, e 7 ta. nrt l'Ita; In all sa]:clt t e tt L}' c- ,,._tt to E � Ibcontl 1c o pro- h: ,- fio� n '^ b Cc1;- tz clot foi.Wutl to b [ 1 z rI.s tfie C n y dz*Ca sol' orti::C [ Y ., or er?tn, , .„ suc I prosis ors 1 ate. t ncen'�. s.ar- , t:,nee; Pre- tez'�+ls or orlutt - P eortractor o s ,i,':cI lI ]t Le no 1 h}• tI ,� ' s nc.t T c nottvnty the Conk c,a of tnz oa" ('n1.r•c of, ttu .s ' h m n ,a the Cv ,t a col- t h co nc t 'c' i I, rr Is,hreatenel under th's eons ct and to Et •tnn.> on !}, ,;round pf rAo , Suhcnl•.wetor or r(lativo to nond. c.ti7:n otlar t (• r-ae, C:,%o or natir+t1 o igi!s y a re of Of SlIc}r dLertipih the � - c a,t toy r:c tlto Stote to On':,^., n.! Et i . The. col, actor t , t if f..�t „t t ,,rotect Va.? (' 1, t't• r c^ n}1 , in r. ,lOn,ti,c contra=t .. tnf°fIT 'Ion and (posts n t t`-•i '-:it 1 States to enter into 11,r� .* or 07 .; Mud to t t, . tn. purx ^nt tl .,, encl s ,1 1C tor: to E ,teat the Interest of will pert,:it I,.cr,:s to it:: toal:s, 1,.cnrc.s tl,C il7'vt,.fl cc acrnuet� o;pm• s^urccr of infer:nati<n, ant{ • EX1w3iT "B" (continued) Therefore the original cost of the 592 L.F. (Betterment) cqua)s: X $10.625 - �6,290 0_00 - $2.5i6.0o 2,50U 2,500 Pipe was originally installed in 1962 with a fifty year expected life. ' ESL - 10 X $2,516.00 3� RECAP "F ESTIMATE Estimated Fstimated Estimated Total State Utility Item Ez;t Cost —... Cost A Part „ $ 1 ,452.00 $ 1 ,452,C:: ' 1 6,378.44 6,378 ; 2 (Betterment) 17,o62.16 14,461 ;(, 3 (Betterment) 17,707.14 13,866.ht. 3,8i:O.54 4 (Betterment) 27 828.95 6,6ES,.2;. 15,159.70 5 682.o5 662.tr, 6 0,300.44 6,300•f4 7 121.00 121.011) 8 5,329.65 5,329.65 9 3.839.62 3,839 L:, 11 ,230.53 10 18,906.62 7,676.c5 Subtotals S 99,608.07 $ 66,777.10 $ 32,L30.97 items #2 E 3 E.S.L.(16" Pipe) _2,768,80 +2,768.80 item #4 E.S.L. pn + 503_,20 (6" Pipe) '». Totals 99,608.0; $ 63,SC5.1u $ 36.102.97 KSI i�il,o7 Total Estimaaed Cost of Estimate +-- , Total Estimated Cost to State S6s.%L'•i0 Totai Est!<:,ted Cost to Utility $36,102.97 10 e. EXHI' IT (continueda`' { 1 600 L.F. 8" c.� :„ain dur- to this highway 31 The Utility is relocating approximately , «f M _ construction, Of the 1 ,600 L.F. of new pipe instaltatin i the State is obligated for approximately 650 L.F. The 650 L.F. is the length of e;Jst:ng water main that is e presently located within the right-of-way• G 1 , percentage of Cost to State: 1,t�GO L.F. a Note: 4),6% wlII remain fixed and will be applied to actual cost o` Item No. 70 k; to determine state's obligation. g50 L.F. 2• Percentage of Cost to the City: 1 ,600 L.F. tied to actual cost of item No. 10 Note: 59,4',?, will remain fixed and wi !l be app rr. to determine the City!s abtination. .+. Therefor: $16,906.62 X 40.6% - $7,676•09 Total Cost to State t azrd k g18,906.62 X - $il ,220.53 Total Estuna Ced cost to utility. EXPIRED SERVICE LIFE i .. . . 16 slater Line Original cost per utility's records fcr installation of 6.741 L.F. of 16" D.I. water p;'" 1955 was $9.00 per L.F. or $59,669.00. Line being reputed with Betterment of 24" D.I. Class 1 water pipe is 920 L.F. st of the 5:'o L.F. (Betterment) equals: Therefore, the original co 4 8n; 48U - $8,143.52 a20 X $59.669.00 - Iy,..�, 6,7 1 Pipe was originally installed in 1955 with a fifty Year a>:putted lilt. CI 8 439.84 - t'2"J.".30 ESL 1? X $8,143.52 = 3 50 5U 6" Wat.._ or L=n4 �," Cest iron Original cost p'^r Gc-1145 for lnstaltat{on of approxim� '� " 2,500 L.F pipe i1, 1962 was $4.25 per L.F. or $70,625.00. Line being replaced with Betterment of 24" D.I. Class I pipe is `.�°•� L.F. 9 , +► 1 l{ EXHIBIT "B" (continued) ITFM NO. Unit Item ual.tii Chit Price Amount )(8" 0.1. C1.3 Water Pipe 108 L.F. $ 3.73 $ 402.84 - i R 24" X 9" C.I. Cross (W.J X FL) 1 Coly 787.50 787-So 8" Gate Valves (MJ X FL) 2 Oily 123.30 246.60 k8" X 24" C.I. Valve Boxes 2 only 14.10 28.20 's.24" C. I. Plugs (MJ) 2 only 88.52 177.C4 • 8" C.I . 450 Beads (MJ X MA 4 Cnly 35.65 142.60 )(8" X 6" C.i. F.educers (PE X SEB, Mr! 2 Only 28.96 57.92 K61, C. I. X 6" r.0 Transition Coup linc , 2 Only 27.27 54.54 Install 8" D. I. C1.3 Water Pioe 108 L.F. 6.00 648.00 install 8" and smaller Gate Valve A,- embly 2 only 40.00 80.00 Furnish and Install Concrete Blockin, 2 C.Y. 35.00 70.00 Furnish and Install Select Backfill t-t'i 152 Ton 1.50 228.00 Furnish and Install Asphalt Concrete Surface Restoration. 10 'roil 25.00 250Y00 Subtotal $ 3.173.24 I 16% Engineering and Contingencies 507.72 Sy, Sa!es Tax _1 8.66 Item No. 5 Total Estimated Ccst to Sir" S 3 839.62 r C4 iw_' y f1 k _TEM NO. 10 8" C.I. Water Pipe 1 ,600 L.F. $ 3.28 $ 5,248.00 8" Gate Valve (MJ X MJ) I 0,11y 128.45 128.45 8" X 6" C.I. Tee (MJ X FL) 3 Only 63.95 191.85 6" Gate Valve (FL X 11A 3 only 79.20 237.60 8" X 24" C.I. Gate Valve Box 4 Only 14.10 56.40 8" C.I . Solid Sleeve (L.P.) 1 Only 31.60 31.00 8" C.I. Plug (MJ) I only 12.20 12.20 5" MVO Fire Hydrant i Cnly 239.00 717.00 6" C.I. Water Pipe 36 L.F. 2.30 82.80 Installation of 8" C.! . later Main 1,600 1..f 3.50 5.600.00 installation of Fire Iydrant Assemblies 3 150.00 450.00 Furnish and Install Fre Hydrant Guard Posts 6 Ciy 30.00 180.00 `: �5 Furnish and In_tr' Select Backfill Mt'l 1,300 Tdi,; 1.50 1.950.00 Furnish and Irs:all Concrete Blocking 3 el.Y. 30.00 90.00 Furnish and Ir,stall Asphalt Concrete �5 26.00 650,00 Surface Restoration Subtotal $15,625.30 16% Engineering and Cen4...,, ,::ies 2,500.,05 5% Sales Tax _ 781.27 Item No. 10 - Total Est iu,..n..J crest ci..06_62 k: } � 4" I EXHIBIT "8" (continued ITFA N0, 8 a Item Urit Quantity tin it Price Amount M 2" C.I. C1.2 Water Pipe 54 I..F. .59 $ 301.86 KIz" C.I. Plug (MJ) 2 Only 102.00 204.00 0" L.I. 900 Bend (MJ X MJ) I Cnly 20.75 20,75 -t�,A 6" C.I. X 6" Stl. Transition �oupl.ng 2 G�i3y 27.53 27.60 - - 6" Gate Valve Y 28•-; 57.86 '+ Ef�t(' F;-rm `` I Uni 79.20 `�8'; X (4" C. I. Gat" aIve Box I LnIY 14.10 14.10 `5 MVO Fire Hydrant (MJ) 1 only 239.00 239.00 12" Fire Hydrant Extension-S-etion I U.)Iy Sg,9] 59.97�12" Gate Valva (MJ X MJ) 1 O: IY 252.95 252.95 7(24" X 12"..C. I. Tee (MJj) I Uu 1 y 363.Oa 363.08 42" X 6" L. I. Tee (FL X MJ) I c, ty 109.S5 )09.55 24" C. 1. Plug Tapped 2" 2 Unly 21, ?9 493.58 Smith Blair #313 12" X 2" Saddles 2 Gnly I'>.;0 31.60 ' Smith 91air IV411 2" Flex Coupling 2 Gniy 4,60 4.60 Y' X 2" X 24" Galy, iron Nipple (S X S) 1 U;.iy 2.76 2.76 y2" X 12"' Galv, Iron Nipple IS X S) 2 L,I'y I,y9 3.98 � N2" X %" faly. Iron Nipple (S X S) 2 Clay 0.72 1,44 x2" GaIv. IrJbi 90o Send (S X S) 2 wily 1.25 2.50 �2" Gate Valve (S X S) I Only9 75 2"-GaIv. Iron Plug (,j 2only 0.52 2 - _ install 12" D.I. C1.2 Water Pipe 54 L.F. 0.52 1.00 L.F. 8,00 432.00 ,X Furnish in Pzrt and Install IZ" Gate Valve Assembly with by-pass valve in conc. vault 1 Only 450,So 45o.00 - -jinstall 8 and smaller Gate Valve Asembly I Goly 40,Oo 40,o0 ?"install Fire Hydrant P.ssembly I Un1y 150.00 150.00 •EU MLsha^J"-i..ctw++ -2"_Blebwff.Assw'kli'... - 2 only 13o.00 36o.00 Furnish and Install Corzrete Blockin7 2 C.Y. 35.00 70.00 Furnish and Install Select Sackfill 14a.erlal 81 Ions 1.50 121.50 Furnish and install Asphalt Concrete Surface Kestoration 20 Tons 25.00 500.00 Subtotal $ 4,424.67 Less (credit) Salvage fo, e;,;;r.cing fire hydtare 25.00 Subtotal $ 4,404.67 Engineering and ConLio,un:ies 704.75 54 Sales TaK 220.23 Item No. 8 Total Estimatea Lust to Sto[r Lf. 2 9,65 7 b EXHIBIT "B" (continued) - ITEM NO. 6 Urit l tem (juant ity Unit Prirc Amount <. Y 16" D.I . C1.2 Water Pipe 110 i..F. $ 8.40 $ 924.00 Y24" x 16" D.I . Tee (MJ) I Duly 360.10 380.10 NO Butterfly Valve `MJ X MJ) 1 Oniv 1,019.20 1,019.20 Y16" C.i . Solid Sleeve (MJ) 2 Only 100.83 201.76 '!8" X 24" Gate Valve Eox I Only 14.10 28.20 W-k-t.I, 22io Bend-(K1-X-Md) I Cniy 121.76 121.76 y" 716" C.1. 900 Bend (MJ X MJ) 1 Only 144.42 144.42 'install 16" D. I. C1.2 Water Pipe 110 L.F. 8.50 935.00 -install 16" Butterfly Valve Assembly I Only 100.00 160.00 'Furnish and install Concrete Blockirq 2 C.Y. 35.00 70.00 -furnish and Install :elect Backflll I<aterial 605 Tons 1.50 907.50 �CFurnish and install Asphalt Concrete surface Restoration 15 Tons 25.00 375.00 + SUbtOzal $ 5,206.97 16% Engineering and Contingencies 833.12 5% Sales Tax 260.35 item No. 6 Total Estimated host to State sy 6i30o.44 ITEM NO. 7 Reinstallation of 314" Water Service I July $ IC0.00 $ 100.00 - Subtotal $ 100.00 16i Engineering and Contie9cncies i6.00 5% Sales Tax 5'00 item No. 7 Total Estimated Cost to State 121.U0 6 .7 � � rrvtwot sTaxrs S,r{! a!!(NtD FOR tfC0.11' 6t PNulir Natloui Title lesurance Cwlpasf WASHINGTON TITI{O+v a+4N 1 Filed for Record at Request of TO roan yes Statutory Warrant. AJeed ttn. t.a suits Bruno Gregoris. and Errio Gregoris and Ninfa Gregoris, his wife lot and in nmsideutilm °f Twe Tnousand Five Hundred Dollars (2,500.00) in hand paid, conveys and warrants ro The City of Renton, a Municipal Corporation the fallowing oescrihed real rslau, situated in the County of King State of \fashingtiw. All that portion of tract 44, except the west 200 feet thereof, of tract 44, Renton Cooperative Coal Company Acre Tracts Plat No. 2, according to the plat recorded in Volume 9 of Plats, page 27, records of King County, Washington described as follows: Beginning at the Northeast corner of the above described tract; thence South 3°3.'30" West a�ong the tasterly line of said tract a distance of 165 feet, ;ore or less, to the Southeast corner of said tract; thence South 89°45'05" West alorg the south line 40 of said tract a distance of 3.23 feet; thence North 6°51 '29" West a distance of feet; thence Northwesterly a distance of 45 feet, bore or less, to a point on the north line of said tract, 65 feet 'Westerly of the Northeasterly corner thereof; thence north 84°45'05" East along said north line a distance of 65 feet to the North- easLerly corner of the above described traJ, and the point of beginning. ;i i Dated this 18th day M October 1972 t i �•z�I,!'- _.cam-_ (srns.) � STATE Of WASHI%GTON', I 6 as. Covnty of K t s- ()n this day peTv+at;, a e'vared belong n:e Bruno Gregoris, and Ermo Gregoris and Ninfkt Gregorfc, his :rife to r,.e Morn W he c�v i!,dlv;dcat5 dtUllhei to and HJ;rs ed th"frr-ct'and vofurt:ry act .,itdead niv t' acl.n•,+kd ed !h.• T$0v y ,Igneu she same As wcn .it`,; Ilvgv.�,e :heerin n•r++i.,n=,J . . e Tpansaingpica title I suralcce Co _ n ri0 9[CGNI.AVS. EU T11X,KAENIMGTGN p1M A Cvrrrrr n/ ItGeI sxt/\S .. Tra n;gwnw('n.pnrafinn TO ORDER NU 421329 DATE City Of k(:nton CUSTOMER No. 10-26-72 D:unicinal Building ESCRcmN'. Renton, .m. SELLER MORTGAGEE ACCOUNT NUMBER L3C )0 Gregoris ►REM ___ �.,�-___..._7-�.-s.._ a. II 111 1 50 00 f MISCELLANEOUS II uLes rAX REVENUE STAMPS 2 SO lE1 RECORC:':G L 1�1 TAX REGISTRATION (fl ADVANCE IE TOTAL 52 50 Form 445(ORE1 CUSTOMER'S COPY MONTHLY STATEM F'. NOT ITEMIZED r r r October 30, 1972 ,.f• TO: Gwen Marshall, Finance Director FROM: R. Lyman Houk, Engineering Department SUBJECT: Statutory Warranty Deed - Gregor s Proper v Attached you will find an original and copy of the Statu"ry Warranty Deed from Bruno Gregoris, Ermo Gregoris and Ninfa Gregoris, deeding property to the City of Renton for the purposes of insta'ling a water main and various street improvements in conjunction with the City's JAB portion of the SR515 State Highway Project. Please record the attached deed at your earliest convenience. Please prepire a check in the amount of $2,500 payable to the parties of the deed and charge both the payment and the recording fees to 302/542/13/63;47 -90% and 301/542/13/63(47)-10% (UAB Project N8-1-10. '21)--Talbot Road South. t. Mr. Erma Gregoris is an employee with the C ty and shout ( be notified when this check is available. Also attached is billing from Transamerica Title Insurance Co. (Ord.r No. 421329-Gregoris), whose payment should be charged to the above noted au unts. RLN:mf Attach. (2) r u ! j ' t } 4• y l 79 / f e j a u. 5 n + . 1 d,�T EVALUATION The following lot sales , located in the competitive market area of the subject are considered comparable , and are used as the basic data for the estimate of lot value in the Market Approach. Sale Description Date of Sale Lot Size Sale Price 1 . Lot 52 - Block 7 73x230+ Hilmans Earlington 17 ,300 s . f.+ $5500.00 `, Gardens No.] 6/9/72 $0.32 per s-.f.+ 2. E . iCO ft. of W. 3001`t. 100xl45 $5000.00 Tr.36 Renton Co -op 5/10/72 14 ,500 s . f.+ i Coal Co' s Acre Tr' s .No. 2 $0.34 per s .f.+ " 3. Portion Tr. 56 Renton 5/1971 72 1/2 x 165 $6000.00 � Co-op Coal Co ' s Acre 11 ,960 s. f.+ Tracts No.2 $0.51 per s. f.+ ° Sales No. 1 and 2 are inside lots and do not have the utility of the subject. r Sale No. 3 is slightly superior to sales 1 and 2 but inferior in i}#+ utility to the subject. Price ref,ccts a premium. # , . Based on the foregoing sales and other market data it is my opinion the subject lot has a unit value of $0.45 per sq .ft. which indicates : +3 Subject Lot - 19,930 sq. ft. @ $0.45 = $8,968. 50 Round Out to ---- $9000.00 PROPERTY AFTER THE TAKING The taking from the subject property comprises an area of 3600 sq . ft. along the frontage of Talbot Road and the corner intersection of So. 15th. St. The effect of the taking results in a compression and irregularity of the boundary lines and consequently impairs the optimum utility of the remainder land. All other characteristics remain the same as in the before condition. It is my opinion, based upon the foregoing Market Data and investigation the subject lot in the after condition has a value as follows : 16,300 sq . ft. @ $0.40 per sq . ft. _ $6520.00 Round Out to $6500.00 CORRELATION OF VALUE Market Value Before the Taking -----------------$9000.00 Market Value After the Taking -----------------$6500.00 Damages Due to the Taking -----------------$2500.00 CONCLUSION Based upon the foregoing information it is my conclusion that just compensation for the taking is : TWO THOUSAND FIVE HUNDRED ($2500.00) DOLLARS �, y r F�A omeland APPRAISAL REPORT Since this is a partial taking, the estimate of value for the Fee Taking and damages is basea upon the difference between the Market Value before `ne taking and the Value after the taking. PROPERTY BEFORE THE TAKING Type of Property: Improved residential . Location: Southwest corner of Talbot Road and South 15th .St. Site Description: Corner tract containing 19 ,500 sq .ft.*-. (118'x129' xl62 '+) At street grade with slope to the West. Improvement Description: Sixty b ear old , one and a n sement, wood framedwellinge half t full contain- ing 870 sq.ft. on the main floor. Iluch evidence of deferred maintenance and physical deterioration . Real Estate Tax Data : Assessed Value 1973 Lard $4800.00 Building $1450.00 ping: Present zoning i < GS-1 . Future traffic patterns indicates a change in use to a higher density more compatible with the indicated environmental change. Highest and Best Use : Value of the property is in the utility of the land. Existing improvement contributes no value when considered in conformity with the principal of the highest and best use of the land. i k � o m eLa n d real estate 605 so. third Sirm• lootoo, wash.99055 •IAWwn 6-71/0 September 19, 1972 Mr. Richard C. Houghton Acting Utilities Engineer City of Renton 200 Mill Ave . South Renton , 'Washington 98055 RE : Property at Southwest Corner of Talbot Rd.South and So. 15th. St. Dear Mr. Houghton : In accordance with your request for an es ,.imate of just compensation for the subject property, I have personally inspected the property and have made a careful and detailed analysis of all fa-tors pertinent to the cs*imate of value. i The accompanyin( eport contains the results of my invest- igation and anal,sis. In my opinion , just compensation for the taking of the subject property as of September 18, 1972 is : TWENTY FIVE HUNDRED DOLLARS ($2500.00) Appraisal Fee ----------- •--------------------------- $120.00 Respectfully submitted,,.y��/. Charles M. Mattaini Appraiser CMM:Pm Enclosures t11 _,_,.—..__ �- -------- •---•— e t � , ,q x ; l '6 - / C i t f f EVALUATION The fol Ring lot sales , located in t6b competitive market area of the subject are considered comparable , and are used as the basic data for the estimate of lot value in the Market Approach. Sale Description Date of Sale Lot Size Sale price 1 . Lot 52 - Block 7 73x239+ Hilmans Earlington 17,3JO-s.f.+ SS500.00 Gardens No.] 6/9/72 $0.32 per s .f.+ 2. E. 100 fc. of W. 300ft. iOOxl45 S500o.Or Tr. 3C Renton Co-op 5/10/72 14,500 s.f.+ Coal Co' s Acre Tr' s .No.2 $0.34 per s .f.+ 3. Portion Tr.56 Renton 5/1971 72 1/2 x 165 S6000.00 Co-op Coal Co ' s Acre 11 ,960 s.f.+ Tracts No.2 $0.51 per s.f.+ Sales No. 1 and 2 are inside lots and do nct have the utility of the subject. Sale No.3 is slightly superior to sales 1 and 2 but inferior in utility to the subject. Price reflects a premium. Based on the foregoing sales and other market data it is my opinion the subject lot has a unit value of $0.45 per sq .ft. whicli indicates • Subject Lot - 19,930 sq .ft. 0 $0.45 • $8,968.50 Round Out to ---- $9000.00 PROPERTY AFTER TAE TAKING The taking from the subject property comprises an area of 3600 sq.ft. along the frontage of Talbot Road and the corner intersection of So. 15th. St. The effect of the taking results in a compression and irregularity of the boundary lines and consequentiv impairs the Optimum utility of the remainder land. All other characteristics remain the some as in the before condition. It is my opinion, based upon the foregoinq Market Data and investigation the subject lot in the after condition has a value as follows: 16,300 sq . ft. 0 $0.40 per sq . ft. - $6520.00 Pound Out to $6500.00 CORRELATION OF VALUE Market Value Before the Takinq -----------------$9000.00 Market Value Aft-r the Taking -----------------$6500.00 Damages Due to the Takinq -----------------S2500.00 CONCILSI0N Based u,.on the foregaing information it is w, conclusion that just compensation for the taking is : 1'WO THOUSAND FIVE 111!NORED (S2500.Gu) DOLLARS IN ��jly APPPAISAL v;:u'1P' Since this is a partial taking , the estimate of value for the Fee Taking and damages is based upon the difference between the Market Value before the taking and the Value after the taking. PROPERTY BEFORE THE TAKIN!i Type of Property: Improved residential . Location: Southwest corner of Talbnt Road and South 15th.St. Site Description : Corner tract containing 19.500 sg.ft.!. (119' xi29'xl62 '+) At street grade with slo6e to the Nest. Improvement Description: Sixty year old , one and one hall story , full basement, wood frame dwelling contain- ing Blo sq .ft. on the main floor. Much _,vidence of deferred maintenance and physical deterioration. Real Estate Tax Data: Assessed Value 1973 Land $4800.00 Building $1450.00 Zoning: Present zoning is fS-1 . Fibre traffic patterns indicates a change in use to a higher density more compatible with the indicated envir..nmental change. Highest and Best Use: Value of the property is In the utility of the land. Existing improvement contributes no value when considered in conformity with the princlial of the highest and best use of the land. 1 1 1 �m September 19, Y972 Mr, Richard C. Houghton Acting Utilities Enoineer City of Renton 200 Mill Ave . South Renton, Washington 9'1955 PE : Property at Southwest Gorner of Talbot Rd.South and So. 15th . St. Dear Mr. Houghton: In accordance with y:,ur request for an estimate of just compensation for the subject property, I have personally inspected the property and have made a careful and detailed analysis of all factors pertinent totthe estimate of value. The accompanying report contains the results of my invest- igation and analysis. In my opinion, just compensation for the taking of the subject property as of September 18, 1972 is : TWENTY FIVE HUNDRED DOLLARS ($2500.00) Appraisal Fee --------------------------------------- $120.00 Res; ctfully submitted, Charles N. artaini Appraiser CMM:pm Enclosures ii NO;L: Fo. PI....,r..., E..r 3.• -Q,OS ,, ` uct SSM ttf Ie lilt P6 } .n �nbn :• T 2 3 N. R. a -., E. W.M. �.m.,el.•uM aw.swa WrT 1\T]°I F�! -L� G � • rr4 •abelw.aa M mmrnrq On 1� 1 �� -� � ;c, � TYeW1.on R.rMI. Od Lp,19y1 � I,� � ' ��-�••.��.L rjUA - '�_— � M1er'` • til ! ,IZ I NEI/4 NE 1/4 iu r, / A ��, o �• . IEIIK sv4;.1 i '11� -- --`/ \�jJ �� i ~ I- i• •��._� \ t\ El\ a AL h i x , w i -- -----i. o .\ / GRADY MAY SWie< N T "• ; 1 \ , , ! '� \ '\ / M.P.722 t .�G .I � TI 3 F d1 T �;\� 11 I � ♦ , � i l tt \♦ \ Ir. p � .I t .,:-.ram. —��Y P \ \ , �� t�� ❑ -'� r t r LT�•aTapa LAtr °a i nl •• T. o i ��,\ __,• (( -------- - ` grpDOp►QT ``\-t 61 I .� tRA9C ,MT[R tEOTL? 11 E WMA E TI :e 'E •.a �� 4 l I O 1 P� I •��,y V'a I ►UB[T OR.q.00.00 rar^`M �. O •]Ix_ _ '---Q - - 420p / .n.G/] W« Nv;;v5 -. 88 7 *ry S � \ eo,�� 0.slis.0 � •. ..�� H3z�o32 sr;azT wlo.. --� -_ - 01 4' �•tt a G,� ae.o _ • e+/t \r,a a- S-�- ' r' We ,vf I `. • r IT� � $ ,9N I -r�-_ r �M ,C'ir.]t ».TM \ \ • m_ +fae:!' I �� 3 i L It'• y �'4 +� S+ MI 1. Qua]�ooE E.aEM�t � I I.r r } f 'b� Y ' .�i.R -.,.Jr�.--T-_ .../i_-- \• . Gi `` \ Y hgl]t� r�__ T afrIL`�� ! Res p � � �=� rer..a r�.'+Ir.- ,�I�sy_,_ Cam_\ \�` \\ � ....__ ^ � � � a 1s; � ' • s • � 6` ooil .1`JJJ\j � - 1,`7 u) '� / ` �� \\\ �- 5( . ' It • � � G _ ' I . fer ♦f•1 earca,dafto.aa• vr<i nrl All Wx.,ga anA AraMneaa P..awe Y •n aata..sa •ra taaan Iren htla r•P•rla GDY + Lot I ^rf. a4a•t I aM/a pl•I]. I \h St920 0 wNC IIOMIPs ' Mena • T•at a taw••dar l has CUfzvG DATA u.SA a ax arx Rl. ]teTbn D r- • . .xAaT]oV VY J iapa to LR tlt Alz.aa SO Y \L'LP K R T 6 O /- 1/Oa •tea ,arT - -.�= oa♦ z21M< ],t AaLz s•'acf Lk ]70jacr az, 1-lp, — Tsx as Yti xjdiF a s: now sos.AV -�-- on sM •Lii to ___ - _ ._ PreP•r� rnaa r/10M IIIOifT:CAN M loop., _ wwm '- IV .GMT OF »c' a:A, - oD O lop Np SRMRr Aq.23•. ro StoMa.1!.'-. wmm . It/ ■ LUl ShCdS -31,55 4' 1 j o J y G Q ��i �2=29S Y , Da. � a, �� 0 0 � i � � j.LL.-149. 9+00RjW L 30 ! ; BURwFTT ST. tn I (vacatda) j Q1 �- — '%n d -- - - — - - - - - - - - - - -- _ - -J - -- - - - - --- - - - - --- i` 40 ,. R/Wco 515 �. • I 1q Cor tie TO -. S'p 410t54.93 r - 5 80'44'44"E) WATER MAIN ADJ. AND RELOCATION IN SR 515 B-PNISON HWY t1T-3 8 n /I rz D.� Y o, �e ic"ol , 1, tie5 �/ J '' 93'r cl Sy " y __ — �✓ Tore 3c ✓ - - �`lot (I4 I rlT> 4 Z. na Ye,c• Tic ►�� r � � � �� '� 3s) SY7^ ✓SC�! � � YY a+ i t M f yl, 00)YCU9 1404 ""CO � I O i f N° USCv Lro 1111 ` C. , X G 3�tetr. yn�,'A1 , , rauFtiwj — SIP &to& !t dl$ soft f,"" "'" l • 2 Y ✓� F1 --- 57e ..,. , 5�14 -� 0( _Cup. �ve,n.tlK vStt lwr« AtAxi 56Lto Sclrvs lP, " / Srn y/! d : fl5�A �io$f /y r'rr.r nuaca) �Z/g 8rM✓ M v✓ M.ti�, ;,n 4!C / : G 004 01040dt tot,.) /- S" e+ �✓6 Carr ?7At Uyq�Nr f"J) -$►n ya SOdit° Nsy SrYaK rwSte sa5 Stelo -4"Atvt �M,�J +tr• 4t6 ! 7L 11Stc r„'tcS rt"PImy, w 9`Fat!} ! i 4 JJ 1w _ 1 .In,ii�J�twi � tro t F f 21.. O 1. CA.o �T �) . ire¢ r,.c (�t,69/.r, 61 is z" 14 lF •� 1" CT f.) v.rE2 AK /AC6/� Gt� of , u i4 cf ( a 0� lea► i Room 93, L Homo i PAIIImq 7f0 2nd Avmut- t„YJ i ., SEAT'RE, �IASMWCTON 4210E (larch 7, 11273 T' Warren G. Cawuo::on Public Works :lirectur City of 2entan \ 200 I'll it Ave. :a. +?." Renton, Vashiegton AdOo) Dear Mr. Cx:unson: Noul you plr•uze make avAlltble to wo the necessary data to determine ilia portion of Contract (:'.;: 3013-72 viaich was f,•+rivr...ed on prancrty armed by Lim State of u vas $25,li2.3v, lna description ui the contract was the boat :00 ''ralbot Ttoad so. Watercuiin rcplaecwept• It appears th.ot portion u£ the contract perfor:nod or, state awned property is :'',''. subject La ftetrij Sales Tax. i need this information to clear the contract to Fran;: Colucc Lo Gonatraccian Company stay receive their rotafnage. Sincerely, .. ,• a rTAT6 OP fr;Ittl:c^rll r i. . tout field AoJilor e!rs4 - i 444 — Gf 1A: ,I i :,,il)'v kill, I ; IG-AWAY COMMISSION � ;IF P,1k , ,:1 h:( f1! :ill.,H 1V n}1 •-+..'X� / ._ Office cr O,atrvct Engineer �` " J Uracr,cc � / 6431 r"rean Avr,nM,e ",,th _.... Seattle,Warh,ngtor, n81O8 Refer: UTI March 15, 1973 /Dext shin;ton of Revenue rton Building CS 17111 SR 515 nd Avenue Puget Drive to fradv Way lachinytar, ,810y City of Kenton Agreement No, GC-3221 Mr, R. Stout, Field Auditor L-35t1g enemen: Reference Is made to your letter dated March 7, 1973 and subsequent telephone conversation of March 12, 1973 concerning the above-noted water relocation agreement between the City of Renton and the 5':at_ Department of Highways, The City administrated the agreement and let a contract with Frank Coluccio Construction fnmpany under City of Penton contract nc:..ber CAG 3018-72. Please be arvIsed that this watermain agreement work and the upcoming highway Improvement to be administrated by the State will not be performed on State owned property. This is a City street within the City limits and is not a limited access higk:ray. Please review this data and inform this office and the C;ty of Renton of your conclusions. Please feel free to contact this office should there be further aue•.tlnns. Very truly yours, W. C. BOGART, P. E. District Engineer TBA:ea By: JOHN BERKOAIIZ cc: Mr, Bentley (w/letter) District Utility Engineer Mr, Long (w/lettcr) Mr, Atkins (w/letter) Ron Olson (City of zeotond,- � A 8 w/lettol ; r b February 13, 1973 Fugat Western, Inc. Evergreen building 15 bou..h Grady way peaton, W 98095 Attentions uyron G. sneva, Construction sinew Feference� Sanitary Sswr Extanxj�u--Intersection of Talbot tu,ad South and iuget Drive (W-340 Talbot Fu,ad S) Gant 1 men� This is to infore you that the sanitary sower extension has beer, c0mpletsd and accepted by the City Of kenton, Otility and Hngineerinq Departsants. The final cost of this extension is f2,490.00. rlease remit to the City of ,enton i(tility Department a cheek LA the above amount lag per Agreement Letter dated 17oveslber 27, 1972) . Very truly yours, Warren C. G,.nnaaon Acting iubllc Works Director Ronald L. Olean utility Office inginaer RLO,01; CC, Ted bennett b S February 13, 1973 Honorable Avery Garrett, Mayor Membera of the City Council REe water irolect N-W Talbot Road S., CAG 3013-72 Gentleman, Submit .ed herewith and recommended for payment is the final aatlaute due Frank C•Jlutcio Construction Company for the work performed on the 74- Motermain in Talbot Road from S. Renton Villpe doom to tuget Drive, and a short monitory ewer extension in the intareoctlon of Talbot Road r. and fugst Drive. The amount due the Contractor is $22,673.07. This contract was ccmplotad on January 31, 1973, and accepted by the Otll"y and Engineering Departments on February 2, 1973. 1t is recommended that the City Council accept completion o of February 26, 1973. It, after 30 days, no liens or claims are filed against this proloct, and proof of payment of tax liabilities is received, it in recommended the retained amount of $2,519.23 be paid the Contractor. The above to to be paid from the following occounte 9401-534/32/64 Capitol Outlay Very truly yo"s, Warren C. Comomem, , .F.. Director of rublic works ROtep d ti• I PUBLIC wORX9 CONTRACTS - LIEN FOR EXCISE TAXES -- FINAL PAYMENT RCW 60.28.040 (moo. 4 chap. 236, Laws of 1955) The amount of all taxes, in- creases and penalties due or to become due under Title 82, RCK from a contractor or his auccessore or aasigneee with respect to a public improvement contract where- in the contract price is five thousand dollars or more shall be a lien prior to all other liens upon the amount of the retained percentage withheld by the dis- bursing officer under such contract, and the amount of all other taxes, increases and penalties due and owing from the contractor shall be a lien upon the balance of such retained percentage remaining in the possession of the disbursing officer after all other statutory lien claims have bout, paid. RCW 60.28. C50 (sec. 5 chap. 236, Laws of 1955) Upon final acceptance of a contract, the state, county or other municipal officer charged with the duty of disbursing or authorizing disbursement or payment of such contracts shall forth- with notify the Tax Commission of the completion of said contract. Such officer shall not make any payment from the retained percentage fund to any person, until he has received from the Tax Commission a certificate that ell taxes, increases, and penalties due from the contractor, and all taxes due and to become due with respect to such contract have been paid in full or that they are, in the ccmumiasionis opinion, readily collectible without recourse to the state's lien of the retained percentage. Rai 6o.28.060 (sec. 6 chap. 236, Lis of 1955) If within thirty days after receipt of notice by the Tax Commission of the completion of the contract, the amount of all taxes, increases and penalties due from the contractor or any of his successors or assignees or to become due with respect to such contract have not bean paid, the Tax Com-tas'.on me;, cults*l tr the disbursing officer the amount of all taxes, increases and penalties due from the contractor, together with the amount of all taxes dtw and to become due with respect to the contract and may request payment thereof to the Tax Commission in accordance with the priority provided by this chapter. The disbursing officer shall within ten days after receipt of such certificate anC request pay to the Tax Commission the amount of all taxes, increases and penalties certified to be due or to become due with respect to the particular contract, and, after payment of all claims which by statute are a lien upon the retained percentage withheld by the disbursing officer, shall pay to the Tax Commission the balance, if any, or so much thereof as shall be necessary to satisfy the claim of the Tax Commission for the balance of all taxes, increases or penalties shown to be due by the certificate of the Tax Commission. If the contractor owes no taxes Imposed pursuant to Title 820 HIN, the Tax Commission shall so certify to the disbursing officer. FL 325 Contract No. C.A.G. 31111-72 aim, 10AW70 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Tot Excise Tax Division Dates February 27, 3973 Audit Section Tax Commission Olympia, Washington Do Not Use Freem: ' city of Renton Assigned to: Municipal Building Date Ass1gnsd3 200 Mill Fve. S. Renton, NA 98055 P.W.C. Numbers Dater Centlemens Notice is hereby given relative to the completion of contract or project described below: Description of Contract : W-340 Talbot Road £ Watermain Replacement Contractor's Name : Frank Coluccio r nctruction Cnmpany Contractor's Address : 7771 Eew'arl :ark tvs. 5. .: attle, WA 93118 Plate Work Commenced : NoNnaber 27, 1972 Bate Work Corglleted : January 31, 1973 Date 'Work Acoepteds February 26, 1973 Surety or Bonding Company : General Insurance Cow, iiy of America Stanley T. Scott s Crapany, Inc. Agentwa Address : 2312 Eastlake %.vs. E., Seattle, Wash. ;ontract Amount 29,9b5.00 Amount Disbursed : $22,673.07 AM4&40 Deletions (4,773.78) A.rount Retalned = 2,519.23 ::ales Tax (only portions : (included in bid) Total = $25,192.30 taxable--State MRy rroject) Total 1 $25,192.30 By Ill sbursing wrif:rer - Finance Director THHFB COPIES OF 'IHIS NOTICE MU.�T i3E COMPLETED 13Y THE DIS13URSINU OFFICER AND MAILED TO THE DEPAR9TIENT uF R4VEHUE AT OLYMPIA, W HINOTON DMIIIATEUI AFTER ACCEPTANCE OF THE WORK DONE UNDER THIS CONTRACT. HO PAYMENTS S}iALL BE MADE FROM RETAMED FUND UNTIL RE WITH SAID DAND CERTIFICATE. "t 1 . carrPACTOIi, FRANK COU=10 CauvrAtvrimF Co. CI` I F;AGIIFER9S OFFICE a REN'il►A. �t1��1iA�,TuA + OUNICI►Al /UNDING, 111afTON WASM:►IGTOPI 9$1053 TALwn w)AD scorn PROGRESS ESTIMATE. sc:W►ra,[l A 6 r"p11tF4tr! CAG 1Qid '2 trlaeafe W Iinma Date Ian. 26. 1971 51Asstl-*#-1 LAST ESTIMATE_ THIS ESTIMATE #11gA t11�6srp►toat unto Ilwi4lrice 000Mi7 Tahot� Quantity Total A-1 Inftell 24" D.I. Water Pipe L.F. 8.00 1,409 11,272.4M A-2 install 16" B.I. water Pipe L.F. 10.00 107 11070.00 A-1 lnstell 12- D.I. Water Pipe L.►. 10.00 56 560.00 A"4 U4tall 9" D.I. Wetur ripe L.F. 10.00 96 960.00 A-$ install 6" D.I. Water Pipe L.P. 7.00 364 2,576.00 A-6 Install 4- C, 1. Water Pl,u L.P. 10.00 10 100.00 A-i 0arntan in Part 6 IMtall 24" auctsrtly Valve Assembly Each 600.00 2 1,.t00.00 A-$ Install 16" Butterfly Valve Aeseably Beef 100.00 2 200.00 Aw9 Furnish in Part 6 Install 12" Gate Valve Assembly each 300.00 1 300.00 A-10 Itatall S• and Smaller Gat* Valve Aeedably Each 25.00 4 100.00 A"•21 Inetell Fire My4rrnt Asest,bly Each 1SO.00 2 "g,p A-12 Paanlsh 6 Install cold Mix Aljhelt Tons 10.00 46 40A.00 1A-13 PtrrAwb 6 Install concrete Slamming Cu.'.--. 30.00 23 "A.00 A+14 ,. Install Select I I J l Jamostlll Meterial 'Tons I 1.30 41 M.30 'PWrn1.D1) F Install Asphalt. i tutsoe Watorati€m Tan 15.00 al 1,MOOD A-16 VOLnOtAllation of 3/4" Water Service Each 1 0.00 x2,702.lA A•1 6 lestail M Conc. tafy Names Pipe L.F. 10.00 ISO 10500.60 M2 6 Guiall Seastery MR Each W O.00 A-3 lIIA 4 install Drop Len to am. MM L.O. S00.00 1 Sao-" 9-4 6 Inatall Select Pill Material Y. 2.00 0 0 2rS A iratsll prtaainy Course C.Y. 10.00 0 O 2-0 OWWAA a Install Asphalt powdssnc Path i'OTAL ArnmLI. 'so 2,400.00 YCYBDOLY, "A.. 12,Mt.30 ?MA1. FCHAD0IAS "A- 1 •'B- Less 104k fatoina" AWY T TAM THUJ EMI(A91: f t m i 06 TN an V LICA71 'g. No.,.a d., R Department of Revenue of the State of Washington Contractor. rouse LALIICCIO Ct11ISTWJCT a t+M11II7 PWC N? 22542 777d sm" Part Avows South Soattlo. I19attt9ew 94119 Certificate of Payment of State Excise ]'axes by Public Works Contractor We kereby certify that taxes. increases and penalties due or u, become due from the above named contractor under Chapter 180. Laws of 1935, as amended, with respect to the following public works contract: Y-M 1911094 Ind 11. 1119t"IMAI9 NNlasoonst city of f "M together with all other taxes, increases and penalties due from such contractor, have been paid in full or are readily collectible from other sources. This certificate is issued pursuant to the provisions of Chap. 60.28 RCW (Chap. 236, Laws of 1955), for tl,e sole purpow of informing the state, county or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the Department of Revenue hereby releases the state's lien on the reta-ned percentage provided by Chapter 60.28 RCW for Excise Taxes due from said contractor. This certificate does not release said contractor from liability for additional tax which may kw later determined to be due with respect to the above mentioned contract or other activities. Dated at Olympia, Washington ftn* 29. 1973 DPearwcsir or Ravuva Or THE STATE or Wnamxaron ✓ t �:�:G CerMhr M A/t.rr JUM /. Ifr1)alo. ArI1t9► a t CITY OF RENTON - UMMES DEPT. TREASURER'S STUB 200 Mill Aronuo So.. Renton, Woohinq,on 98055 RENTON UTILITIES DEVI% Phone 215.2527 rlEAff RETURN THIS fTYs WITH REMITTANCE MAKE CHECKS PAYABLE TO CITY TREASURER DACE 200 Mill Aronuo So., Renton, Wrshingfnn 9/0i5 SUNDRY SALES BILL N°- 3580 SUNDRY DALES HILL N" 3.-180 rWASHINGTON STATE DE'AR'TMEN'T OF H.LGHdAY3 ART WASHINOTON 31- 1E DEPARTMENT OF HIGINAY.; 643 W.C. ONLIO AVi 6431 COR:;ON AYEtIUE SOUTH mi. W.C. Lv(Y T :EATTLE, WAGH1NGTON 98108 - 6431 CORSON AVE!fUE SOUTH L SEATTLE, WASHINGTON 9810b AMOUNT DUE $ 49,7D4.20 $ 49,784.2G_ /IQ PROJECT W-3 0 MATERLA " AND INSTr LATION FOR II U.A.H. PROJECT G.1-102(21) TALH01' ROAD F11014 SOUTH GRADY WAY TO PUGEP DRIVE . 2727 I MATERIALS AND INSTALLATION FOR PROJECT W-3b8 HE1'iSO:I ROAD FOR SR515 TO EAGLE RIDGE DRIVE WAMINGTO14 STATE DETAR'MIT OF HIGINAYS PROJECTlt" 1 N 3221 ITEM # 1 -----------------------------'---------- ? 5,696 85 ITEM # 2 ---------------------------------------- 9,9`/8 16 ITEM x 3 ---------------------------- ------ ---- 10s924 75 ITEM / 4 ---------------------------------------- 5,190 00 ITEM N 5 --------- ---------------------- 412 73 ITEM N 6 ------------------------------- ----- 4,413 09 TTEMN 7 ------------------------------- -------- 165 67 ITEM # 8 ---------------------------------------- 3, 13 156 ITEM ff 9 --------------------------------------- 3,544 16 ITkNd 10---------------------------------------- 6.359 69 SUIfrOTAL d 50,260 66 LESS EVJRED SERVICE LIr'F ITEMS N2 & N3 ESL 16" PIPE----------------- 2,552 11 ITEM d4 FSL 6" PIPE------------------------ 476 85 41,231 70 $ 47,231 PURCHASE FOR RIGHT-OF-WAY PROPERTY PURCHASE 2,500 00 TITLE INSURANCE FEE SL 50 ---TOTAL AMOUNT----------------------------- ------ ---- 1 49,784 j20 *C-ATTACHED COPIES S. S SILL Ng 3580 t TO: RON OLSON FROM: DOUGLAS TORGRIMSON RE: PROTECT W-380 TALBOT ROAD PROJECT W-388 BENSON ROAD TOTAL FUNDS SPENT ON THESE PROJECTS, OTHER THAN UTILITY FUNDS, FOR MATERIALS IS $ 28,972.79 OF THIS AMOUNT, 90% IS FROM U.A.B. FUNDS AND 10% IS FROM FORWARD THRUST FUNDS, FOLLOWING IS A BREAKDOWN OF AMOUNTS DUE THESE FUNDS, 90% $ 26,075.51 5.3% TAX 1,382.00 TOTAL $ 27,457.51 FORWARD THRI'ST 10% $ 2,897.28 5.3% TAX 153.56 $ 3,050.84 PLEASE YORWARD ALL MONEY RECEIVED FROM THE STATE FOR PAYMENT TO TED BENNETT. REcc Ted -�nnrtt I�JII May Duncalf DEC 27F,i PUBLIC t'rUi'' ; fJC_V7. CITY OF k.N TON � 4 Daily Zourcal a CcA=c:rc.• e3 Coltamnla Yet. Seattle, Washington 99104 Pe. City of rentor Call for Bids Installation watermair and rawer Extension. Talbot Pood south and South Grady way to Puget hive. .;en t lessen we are submittinu herewith City of Renton fall !or Bids on the aixme captioned iaprove+mont project to l,e published on Friday October 20, 1972 and Friday, October 27, 1972. Please furnish affidavit of publication .in duulicate. Thank you for your courtesies. Very truly yours, crTY or rcarrm 1,4t1 Mead, city Clerk rF City of Renton, Utility Dept. PRESSURE TEST FORM ,'! . 4 'dater Project z •' Name of Project �Q l `� c `" �� ( -5?2 VA.D . (,T sr - I - 16ir7/) a ��A.Atrr This test was taken by + � Z�id�tJ on /3 a At a pressure of _ 27 G' PSI , for /5 minutes. The test "Failed" on ��p'ae se di!, on - Comments: r w 'y s^ { City of Renton, Utility Dept. PURITY TEST FORM Water Project # � 3 5ro "game of Project 'r/Y_� A AP— <AUPH� _ilk el` JLL l��::mot SlA H/r_ Y This test was taker by _�[�,Q$`[ SA lAC on 72—�— ^m Date of Reply 'Failed ' on -- "Passed on Comments: ��Sl^ i � 1 City of Renton, Utility Dept. PURITY TEST FORM Water Project p �J `lame of Project G Lei- 14 This test was taken by _�-�O�Y SnV/A Wit• on /1-21 —77 T tj AM Date of Reply -. "Fai led -- on _�Ja -? 4'- 72 "Passed on Comment-,: _ ". - r ••/ /• P is City of Penton, Utility Dept. ' URITY TEST FORM Water project 'lame of Project 'jam, -11P AI P This test was taken by _AAAAY YhyiA(;r on / ' 2 .73 Date of Reply _ LTY - 7- 73____ "Fai led on "Passed _ on _T_ l{ _ 7 Comments: -- -- 5&A sfoLk :L 7Ai[fLQi — ?/crY IAS -'--- V OF RE�� c)) THE CITY OF RENTON MUNICIPAL.BUILDING 200 MILL AVE.SO. RENTON,WASH.990B6 AVERV GARRETT,MAVO" O DEPARTMENT OF ENGINEERING P N41wo SEP 'E OctoLer 26, 1972 lanholdere chetermsin installation for Benson 1,rAd Talbot Road S. Vatermain Adjustment a Relocation, etc.) V. J. M. Constructicn C,npany Frank Coluccio Construction AGC—Mountain :acific Chapter AGC-✓Tacoma Chapter OCT 9 71972 P,rc vED Slt +isa ?A£. SNAP. i L C. r`. January 19, 1973 TO, R. Houghton FROM: 9. McHenry SUBJECT. TalbotRoad South: Water Main 'AS-Ruilt" Ilan. ----------------------------------------------------------------------- Please arrange for "aE-built" construction plans to be prepared, in order to ensure coordination between the City's Water Main Installation and the pending State Highway Project. A set of the "as-built" plans should be forwarded to John Berk !te at District dl by January 31, 1973. ., 1' e. VL:Ep wC. r}* a. s W 1h wl••t-fql !r 'Yi0i " "„ �." . ' � ;} T 23N. R.5E. W.M. `; V.....•+e.w......• v.,l, nwW ggt 1 ""�Tf-sr j 1, I/ihh �� a t n6Yn lK IN r�--yam 7— -- --�? C j'r�f at.ls . '�•`` ' tSt NE 1/4 ,IT �^ ,I'i-' ' ' 1y�w i, l,•.`la`i a•` '1 • •,�i Y , `, Via, i�� y i L� �.-.. _ya,t NF!O�S;�.•r•. .•r . 1 •..•_ �� 11i ` � • -' • •1 ' •� �`� Drb- 0 4'' i•.,fl lr. w t •,a.• .H -. 1P�L# t.� a,ai- ` ' n a i r ♦i .004 M-1tO�[�OLMrNTi..w•. + a , `•\ • 1 L 11►f2MSt f1.Q'T�t1:I n o a .rsw fl ji \ a? t 6 w�! N t [Id,.♦ A, 1, ` 9tV 1p„f000M/ f Lj t,i ♦ r Q, ' •ia • t� fri�.Y. - IW�.K - • `,1�/ . ✓IMas ?r.h i f"LNI ems•[ : ) -laF ili[•St C,Ok to a w.N � � u - � „ s •'.. '� , y [Itlll ttl•,O,x)6,ppr. a,0 tn•.• ww - v l�.•1�� I i 1 wl•llraro•ooc�•o• - _ .« �• r- w2Rt=�i, 'il if .; ; , - _ • O ivlht♦i]trt•,a Nam,.. - p. .i,.- -'• �_� - .. ?(.�'(/OAR = � .i.a f � - • e.�� +�'Sq'.'��_ \ a„ — -f� .- I .. . tY 1 a wi7P , � ..PTO. Sr It OT' • i-,piyt, IQ f.-�' , �yl � - S O ,..�•�.l ? hJLl� _ _—S- h ` ` +r. • 2.ec;r �r , 1 '` O•NTa•'t Yob f, I o�y`\` � ,aa,`` � • f, I a �_�C _ _ "J • !; Gov'? Lot 1 //M Mr•q•twl• Owlrat a saial • 'e'w. pr • caa ..• . , n.rr M aM••,f•. M lalww f�w,l.O• ~ —� •1 See?0 • Na•, fll•{w,Plate r••wrh ( �'• _ c' w ,at aSA-i�a_ • ,`: ,�. tiMf 1 4••twtl• lHt.•.w•.•y ♦1 !1N��.-� - - �—• .�— •. s•i a -iJ.1wN Y-v. �. f aoOTO t�,lx rLr ie�`oo ITL . na .I > ^ .v •• ta..giltla'O.)• e. •.� ,r.aty e2j. awl?$ "e&I I i ( - w►••h w..wH1 ,w.••an �J RtN-..: 1 1 i 1 Nf-'/4 sgv. T. 2.3 N. R. 5 E.W M. !� nit CX:E)t1L`) J tip I fit � l O• • . [[7� t .� Qf ••r .�G I 41ILI ris�� (�� l �•OD � � r j � �. a1:1 �Jl', �- \_� i• [�'''' ' �.`- -,'fie-ef"�ws•+�e.- • ..IC i�,j�j/ �r� �Ja�dW[t[:K stt I1yl i GP4Ot 'NTERSECiION ` ` 1:'i�. ' Qw '• 'ti..• aa,.« �. 3 �•n .�SI]S'EA 41O. �ti6t♦OT . N l 1'itf f.f o OO OOPQT I i. POOET OR STA � 'c!tNT `' F' t.• <E. 1 n��..��_YJ ,�1r�.�'j • J ` � sm.�wi, ,,. 77 • PROPO5 EL . . .... -. .. .. Y.. - ' - mod.•- .ice I I �. .'1!p'ti.. C .�, SEC. 20 All Lv:,ys .n{ C+rant{{ R'oe.a.a q •,• •* -•. . OI •a1 Vw p r :+ ♦ ♦ On OVO.<t O"{ tNan IIpT ttN {Por.f C r 4 _ Mae no e • 4 ..aptemu,ar o. 1972 To: Oarlane 0130n, utility Office From: R,Jn ()lean, '%,JlitiM Office Engineer Subject, WO 62701 ilea&* Lill the $3,273.46 on WO #27 U.A.B. rroject 09-1-102f21) Tolhot Road, from S. Gr Way to t Drive via a eundrY 941" slip to the fcll0vinq aoc ta recount 0302 5 /13/63(47) ?� ount 90% U.A.B. $2,9d6.11 301-542/13/63(47) �., Ammount 10% FWT 327.35 TOM $3,273.46 If you he" any Questions, PIO M contact the underrianed. AO BO W , e� .� �- . �� ' � � � �-� � ? ��,, M ��": rk �1, . Z a �p.d i . .� ••.ss�r�li�is�1r sll¢,�iidpki 1 � TO: S. McHenry L ` V. TeGantvoort �--- D. Hamlin D. Horghton r Shari L. Houk Other FROM: Warren Gonnason SUBJECT: Review d report back. _ See Me. Roue and return. —��reDare resp^nse for my signature. _D'_ Take appropriate action. Prepare special report. Set up meeting. _ For your information. File REMARKS: 1 � 1 O[OH[Illwx Ow O�o,c.00w x : M MO( .i1�o o.•,rbw STATE OF WASHINGTON DEPARTMENT OF REVENUE Room, 901 Deter Horton Building 710 2nd Avenue SEATTLE, WASHINGTON 98104 Warren G. Gowanson Public Works Birectur City of Renton 200 Mill Ave. So. Renton, Washingto7 96UJJ Bear Mr. Gowanson: Would you please mane available to me the necessary data to determine the portion of Contract GAG 5013-72 which was pertorned on property owned by the State of l Washington. The contractor was Prank Colucciu Construction Company and the amount was $2i,192.30. The description of the contract was the West 380 Talbot Road So. Watermain replacement, i It appears that portion of the contract perforwed on mate uwned property is i subjectto Retail Sales Tax. 1, t { I need this information to clear the contract so Fran[ C01wCCLO construction Canpany way receive their reteinage. Sitcerely, -iATE OF WASHINGTON il`.1R`TMy O�NUE A. Stout Field Field Auditor R,:td ri1nNE 0 464 -6927 CITY CT RrMj If cc o* �^l 607 066 V se D e r/h /15' f!//L f — - rs - M �� — 5 7A - 9K GA71 vav, sx (c•l,)— 57A - vtl 4goS ) 57A14yp� Srn 4orf74 u/ s -- Sin 4lIYrSvSrA9 ilea J yu7t7G C.t'. TCC j, f2) — 1-n ylq BOG 4 <, 1. GAT W v Ba X ..-- 5>n 4/9 fo l; 2 52-A 4/07 l7G U DA155LR. tuvv ____, J'A 9f ypv 1 - 2 P " r;nty /v/ SPA ? w X GAiv, /wI1PlrS -- Srn 9t ya L.F 12 " T.,J. Dl , WrtC/1 Plrf 5rn '121471,, c� i Zv C.1, GYrt vAl 3y,r u)ru SrA 1//L 12y J - 21�fq ° 5,7r1� m NAf $)A HHotfb'S.So I ' S� WW 5tY" Srn SoCttG•S° 1 ' � ---- Srr. 9e6176, �- fT 9 " GALY , PlAt S?A ya7f76 Y i DATE T''+T+rnaxy T-:, 1973 TO: Gwen Marshall, Finance Director warren C,onnason, FROM: BlWtW >MelTr/ y. Acting Director of Engineering SUBJECT: Estimate No. rin,i , Contract No. 1019-'i2 1s+ pro,jeet: Water T _ect w-3 lbot poa. s _ Submitted herewith and recommended for payment is Estimate No. Final for work performed by Frank Co7uccio Construction Company, Tnc. Amount previously paid Contractor $ -0- j Amount previously retained § -0- Amount retained this Estimate $ 2,519.23 l � (to be allocated from the following accounts:) R�Xx{O�xilli8;t&4AY33Jf.9( ) $ „ � � 401/534-32-04 Amount due Contractor this estimate g l-'r 73.07 GRAND TOTAL § 7S,192.30 i The amount due the Contractor this Estimate is $ 22,6 3.07 which is to be paid from the following accounts: YTA 5W-=fS41I3 M(Yxx4 $_._ F�[xX I1DRP 36iYl1l3Sj6Cf(>:x::� $ 401/534-32-64 l BHMC:sn i r February 13, 1473 Honorable Avery Garrott, Mayor Members of the City Council RE, Water Iroject W-3o0 TiIhot Road S., CAG 3019-72 Gentleman, Submitted herewith and recommended for payment is the final estimate due Crank Cnlu,�cio Construction Company for the work performed on the 24• Watormain in Talbot Road from S. Rontoa Village fleet to tuget Drive, and e short sanitary swat extension in the intersection of Talbot Road a. and Paget Drive. The amount C,ue the Contractor it $72,673.07. This contract was completed on January 31, 1973, and accepted by the Utility and 6rgineering Departments on rebruary 2, 1973. It is recommended that the City Council accept completion as of rabruary 26, 1973. If, otter 30 days, no ltens or claims are filed against this project, and proof of payment of tax liabilities is received, it is recommended the retained amount of $2,519.23 be paid the Contractor. The above is to be paid from the following account: #401-534/32/64 .:spitol Outlay very truly yours, Warren C. Gonnason Acting Director of Engineering MO,mp fntiroary 13, 1973 Honorable AVury Garrett, N*yor Member" of the City Council Rt, Water ! ry le" 04 -390 Talbot Road 6., CAC 3019-72 Gentlemen: Submitted herewith aM recamieended for payment is the t'ital estimate dw Frank Cvluccio Constrvctlon Company for the work perfoxmad nn the 24• Kstenaln in Talbot Road Errs S.. Renton village rlaoe to tuget Drive, aM a short sanitary ewer extensi•�n In the in of Talbot Road !. sM Puget Drive. The mount due the Contractor is $22,673.07. This Contract was completed on January 31, 1973, and accepted by the Utility sad Uegineerinq Departments ,xu vebntavy 2, 1973. it is recommended that the City Council accept coaplation sa of f,bcuary 26, 1973. If, after 30 day** no lions or claims are filod e9sinat this project, and proof of laymant of tax liabilltiix is received, it is recommarnded the retained amount of $2,529.23 be paid the Contrsetcr. Tlss above is to be paid from the following aocvunt, 0401-S34/32/44 Capitol outlay very tn,lf y-,urs, warren C. ,<nnaf7n "c•ting Dicectc•r of 8ngitneerinq PJ,ep 01, r —.� n v�r (Ia cuNsr o, 1:1'11 E.\1:1.\ F:1• WS (OFFICE lif:\'I'1►\. V11�111\l:'1'1►� MUNICIPAL BUILDING, RENTON WASHINGTON 98053 • 235.2631 I I . �.•� TAB go? ROAD .5 . PROGRESS ESTIMATE �3CNeouLC Contract CAG 3019- 72_ Estimate No Date .JAA) 26 $beef of LAST ESTIMATE THIS ESTIMATE Item Description Unit Unit Price Qvontity Total Quo ntit Total A- 1 N*]IT7CL_ 24" D.I V40791r Pe"I 1 8. CIO 140`I 27Z , ao AO ro A•2 INSTALL. 16 0. 1 Ww7tQ PIPE [ .F 10.00 �07 A-3 INS,TALa_ 12- D.I WATER PIPS l.F 10, 00 5(v 5(A0 , 00 A'4 INSTALL 2 O 1 WATE2 PIP& L.F /0 00 qry q(e d , 00 A-s rNSrAK 0" Ot WArC2 Plft L,F 7.00 gcr, 25�V 00 A-G INVAaa. 4" (: .I, WATCA PIPE l.r 10.00 too - cc A YAfZT v-Ire"y'Av- Y�� (3uttt"iY VAaJG AMC-6-al EA a,30.OD "t I� z06 . CO A' B INSTA(► 1(0" (jyrTCR<<v � �O 00 .4-q Fv4m,5" IN PART 41NST&LL 12 "rs JASMs ASSC^OcY rrAa 3Do.Do , 300 , GO A-to INSTALL, &" Aa10 S^AaL94 00 A. It IeKTALt P" tfY0d4M7 A5sc+aea IYA 150.co 2 30o 00 A-12, FraH•SO a. INt T.w =o.o '4Cj 0 , 00 MIX ASP"IAcT TONS .4-13 F42N•SIL a NS'rA1.1 CONC,`trC (Oq0 00 ra .oc aC.MG . c u, vos 3o.00 ,[3 A-IC F-v2sps" a OMS7.1•44.. SELr17 h BACIc01L46- ✓s%ATfMA` 7�L''7� A 1� Fw4NISrl L�V IIVSIA Aw..nai / 1 't 45 Sv2iACe (2CSTAatArcAf -0It IS-00 A`L(r RSINSTAU-ATlaue pL VA- " CO OG 00 a✓ATO/L SE/avlCd '.a 150.00 ,clic nu - 227oi-3 70TA�_ `' -jtaZ�Q SAN TA+14 I R"w�n• npp •O ° 0- Z FaILw4H IN!>MLL $Aµ17A4v [ nN 400. of 4-o0. GO (i-3 FHa•tltN + ,/ySrAK (Ytu/ "ONNEITION 1b Leif MN _ sou.°` S00. 00 FAIN,St C INSTALL- SCC:LT t3A(W- ISIaV AIATC4,Aa_ e1111, !� O (i S Fr4"'U4, A IW$ A.,_ CILI•SNSO 6y4w,140 K. Cortsa CY 10 OJ e I.3'(A F,.iM1N ,SN t M/c 1/aN. ASM Aar I`UNC/)4•YL PA.Z'%&4#1 pA er#4 'TJa.: -?U V0 TorA+L.- 4cuE vat< 24`t0.no � 1 "rtTAL S[ML04 LC h ZZ � 3O '►uTAL sct+e LiTS 1 2S� 19 2 3 6 SIf2.3 Zz 67,T.e7 A 1a1a^I N T L.•^ I CON'rt.+cTort raAA+r.k POL,•trtro tuNsr CO, CIT1 F1G1\EER'S OFF'11;E RP a %S111\1;ToN ; i MUNICIPAI BUILDING, RENTON WASHINGTON 98055 235.2631 PROGRESS ESTIMATE SCHEOWLE A + 6 Contract CAG 301E 72 Estimate No Date JAtJ ?!o i9 :heet_at_ LAST ESTIMATE THIS ESTIMATE Item Description Unit Unit Price (quantity Total Ouonht Total A.-1 L". 24 h I vqI1>•ea PIR,, .t R. 00 1 l l,(�Q�7yu..�� A-Z INSTALL IG" D 1 WATE4 PIPE L-P 10.00 P07 -IIIiIIIIIIIIAL- lwve� p A-3 IN`.,TACL. t2" D.I WATE4 PIPE L.r 10, 00 �(v 540, 00 A-4- INSTAL\ Q D I. WATER- P,P6 L F 1000 4Co 9(00, 00 A-S IrIS74.4 G' Dt 4)ArC4 Pdt L.F 7.oO P.,cO$ L5,74, C0 A-G INSTALL 4" G .1. vAgrrApipe L.c 10,00 10 1 OC GO A - ) FWQNI$V, 1h PA6,rwIN5,'NK. 3*0 (y.trCQFcY JAC,/C: A55E.,+6"/ 2 00 EA 400.00 I' Z;�O, A- 8 NSTwu Io" (jy rtC 4faY 2 x�0 , a0 A`9 FU2N,SY ,N PA4T 4- INSu L.L 12 CAAtc ✓AvA.;, ASSC^GLr FA 300.OD , 300 , 00 A,to INSr^ C_ S' Awl) S"Allelt 4 GAr& ✓AWtC PSSE•'�Y CA 25.00 av A-11 IMSTn.� ;:-a* NYORArT 0 n�we1 Ga , So.m z 300 0 A-12 Fo2Nds1 4 INSrw,.L ;o,n 00 MIX ASPHALT TON`: 10,00 49 Ar, 0 A-13 FIOm,ssl a ,NSTA4+• cowcr4rc I `� 00 B c.Oc Ktl✓G . G12. YO; 30.W ,Z3 .o ' h A 14 FH2NIS« a .uT7At4- Sr4K7 ry QQ SAC.ICrILL. VI'1ATCM1tRL TONS I „ZO _/,� I -I "I • 3D A '1t,;- I=N[NIStt r IA/srA, A%NALr c67 �, 0�.r SA21rAct ial! I'i.00 Sj A-to 0EINS1auwT1cw oa . ;'d "� EA 150.00 00 , 00 t .,/AT(rIL. k2✓Ic d 1 22702- 30 7oJA( S411E qu "A 5-1 rMQNIS« ♦ ,NSTAIL. S" CaNC. SANHuI.t Sr,%WIL 0I090 }.UL) 150 1, Soo 00 6-Z r-.,2N.sv o INSrwu. SAt,11TAAV Li"S f•t2NISN } ,N1JAK {YIU� �ONNCcTNN TI) Le)e MIL S S '-7J,Qe S ri CI, OP j-0 FA'Z!•Ift Q. ,tiSTALA. SXC.'t 8ACIL F111- ✓IATI",A._ C. 2 .Jo O Q� 5 SraAw,St4. • ws.-A 1. CA«swE4 5,440ACIwtc Co wtst CIO IL) (3-(A F.n2N,SIt a II✓c tIsL.L ASPNAsr ('000("XIS PA✓¢.scAtr '>Afr,4 'pow 3v.L�0 7orAL >c.d� v�6 2.)4 j 0, oo roIAL Sc«r t C A ;L2 � 30 �s c•, 25) r9 2 30 , � r7V,e7 Frank Coluccio Construcfion Company, Inc. SEWERS, WATERMAINf, UTWTIEi 7778 SEWARD PARK AVENUE SOUTH SEATTLE, WASHINGTON "118 Phone ►Arkway 2.3306 ns January 4, 19/3 City of Renton 200 Hill St. Renton, Nash. Attention: Nr. Ron Olson Gentleman: Enclosed herewith is the Statement of Intent to Pay Prevailing Wages on the U.A.R. Project 8-1-102 (21) Talbot Road South Project. Yours truly, !RANK COLUCCIO CONSTRUCTION CO. , INC. i p Cce,�is�ifGC.s�yr+.1 OI!!� IIMMN[ AR:I 06 1973 4 � 1 Asa City of Renton, Utility Dept. PURITY TEST FORM Water Project k Name of Project ' L, A uP aD--5 ,, y,61, L/ —Ldl (}0 n 5 It � 1tY Z 1 This test was taken by LAarty SAu(AG,' on _dr _� Pµ, Date of Reply "Failed on 7 „passed -�+-'t-�'1L on 1 —��72 — Comments T;.r.S'r T�t�M i!'n r /1-/�-1I AT 7Ah#m iH Zdf ta[cut.olmr, 1 t ,P9., Jfi s ap' .r City of Renton, Utility Dept. _ PURITY TEST FORM Water Project d _3 V flame of Project _TALRoT T—i- V. A, B. / l(:r � — p.n)a. ea ,S. JStlI, rC TPLRaT This test was taken by _ 4.AALI SAV/ACAf on /2 .14 7Z erAr T Am Date of Reply "Failed _ on "Passed 6r- on 12 Comments: _ 7Y.5r TAHdt, At I�., � l'1-I1 17 K 7Al1ek ik A,r I4A. tom_ T oIA, nAy, e ti M 6✓ City of Renton, Utility Dept. PURITY TEST FORM Water Project N _LSD___ 'game of Project 1'Ai gor LSD _.?mot UAB C1 q eP-.c eti It h1ti STn tit This test was taken by Lnnny SAVIA&C, on - '- 2 Ar PM Date of Reply _ "Fai led on "Passed / � on /y _ /P_77 _ Comments: _Igo T xi-tr _A .Srm. I2 7Z yi 7AKk iii, Lite kuAw,y:L_ i * 1 City of Renton, Utility Dept. PURITY TEST FORM p Water Project N 3 Q 0 _ Name of Project _ 'SOL/71fy Ll A R /Nod"; ; bAtk nr AVbf� tlJWMit ptc. s This test was taken by on 12 -1 ; - 72, r, j Ph% Date of Reply "Failed on _ ''Passed on Ig - 1 � Comments: -+ k jtC_ At 3 p en 1Jr -11, �y( _Aftek tto Af A'htys ?1+.�_�1/.ttaurrr ohv �1-- - t City of Renton, Uti ity Dept. PRESSURE TEST FORM 'dater Project -3fIl Name of Protect ___—T—AL lL. /\QnQ S&LILH LI.A.R _fA0 )9e 2-1-1a) (� �) This test was taken by /�hR P,`(_ S A vIA Cr nn At a pressure of PSI , for 2 Q minutes. The test "Failed" ^ on "Passed" ' —on Cornmen ts: ritSraD 0 4H GAZA VA' VC ON K' C ,/Z _52 1V0GY9d-SO To SEA ,Ito Mo City of Renton, Utility Dept. PRESSURE TEST FORM '4ater Project �= _ Name of Project This test was taken by CAI;RY;RY on '1 At a pros>ure of PSI , for 5 minutes. J.� The test "Failed" or — "Passed" L1 K on Comments: _j �,AK Sn S1A LL^ } )( Cer P ' C7Y5 ra 4`IH�i A/� )Ditol 7NIt PAd VLi Tk 6 c i ! 1-a Ra t � ti City of Renton, Utility Dept, PRESSURE TEST FORM Water Project ,l G Name of Project _ Tom(,-L fin S�UU7F>'_ 1 �J _Y/ A 13 PAO 11;e r This test was taken by on /2 Icy. At a pressure of `�. y� PSI , for minutes. The test 'Failed" — on LI —22— "Passed" on Corment5: .��/dy VCL lb-- 11AD W41" Pn r s �, rise a � �, -�•a�•cn _ 1 3 CITY OF REN TON NO. DATE 9-6-72 REQUISITION TOTAL AMOUNT )FpT Water Maintenance got uAB VEND,.-' ACCOUNT a 302 542/13/62(47) AMOUNT 5302.62 -1— 'jut rwT Facific Water Works Supply Co., Inc. Y ACCOUNT*- 301 154i/13/63(47) AMOUNT S . 3.63 2900 First Ave. S. OTY DESCRIPTION IN DETAIL Seattle, Washington 98134 1 EA] 12"x6" C.I. Tee (All MJ) @ $102.00 102.00 2 FA 8"x6" C.:. Reducer (PExSEB, MJ) @ 28.96 - 57.92 �. 2 EA 6" C.I. x 6" AC Transition Coupling Smith-Blair (#433) @ 2'. .27 54.54 2 EA 6" C.I. x 6" Stl (Smith-Blair N435) Transition Coupling @ 28.93 57.86 1 EA Smith Blair 8411 - 2" Flex Coupling @ 4.60 ea 4.60 2 EA Smith Blair #313 - 12"x2" Saddles 2 $15.80 ea 31.60 1 EA 2"x24" Galv. Iron Nipple (SxS) @ 2.76 ea 2.76 2 EA 2"xl2" Galv. Iron Ma Nipple (SxS) @ 1.99 ea 3.98 2 FA 2"x6" Galv. Iron Nipple (SxS) @ .72 ea 1.44 - 2 EA 2" Galv. Iron 900 Bend (SxS) @ 1.25 ea �� _ 2.50 k '# 2 EA 2" Galv- iron Plug (S) @ .52 Ea 1.04 320.24 _ 5% Tax 1 .C1 b. 7 jy1/yj' PURCHASING TO ORDER AUTH By 4 mR s www a � Ae per material bid awarded by City Council March 13, 1972 , x. C I T Y O F R E N T O N NO, DATE September 6, 1972 REQ i1T1�1 TOTAL AMOUNT UEPT Water Maintenance 90% UAB VENDOR ACCOUNT a 3(2 542/13/63(47) AMOUNT 3,052.99 i09 FWT Pacific States cas-. Iron Pipe Co. ACCOUNT a 301 542/13/63(47_ AMOUNT 339.22 211 6th Avenue N. QTY DESCRIPTION IN DETAIL Seattle, Washington 98109 144 1 LFN b,-tile Iron, CL N2 (TJ) Water Pipe @ lkzb6o f 4-,241.04 108 LF P" Ductile Iron, CL 0, (TJ) Water Pipe @ 3.73/LF 402..4 450 LF 6" Ductile Iron, CL N (TJ) Water Pipe @ 2.49/LF� _ 1,120.5 1 12"xt" C.I. Tee (MJxFL) @ 109 55 109.55 4 8" C.I. 450 Bend (MJxMJ) @ 35.65 142.61 N 2 6" C.I. 9o0 Bend (MJxMJ) @ 27.60 55.201 1 6" C.I. 2250 Bend (MJxMJ) @ 25.30 25.30 1 6" x 4" C.Z. Reducer (FE ! SEB, MJ) @ 17.75 17.75 1 6" C.I. Solid Sleeve (LP) @ 23.80 I 23.80 1 4" C.I. Solid Sleeve (LP) @ 16.95 :6.95 1 12" C.I. Plug (MJ) @ 20.75 �- - - 20.75 N 1 6" C.I. Tee (MJx FL) @ 48.40 4 PURCHASING TO ORDER ,161.53 3 ( 3.24 t As per mat6rial bid awarded by City Council March 13, 1972 C 1 T y OF R E N TON NO. September 6, 1972 )ATE Se P RE UISITION 70TAL AMOUNT _ DEPT water Maintenance 90% OAB VENDOR ACCOUNTS 302 1542/13/63(47) AMOUNT 7405.06 ACCOUNT* 301 542/13/63("l) l0a FwT r Pacific Water Works Supply Co., Inc. AMOUNT H22.78 2900 First Avenue S. OTT DESCRIPTION IN DETAIL Seattle, Washington 98134 ) 2 EA 24" Butterfly Valve (M.7xMJ) 2 $2,160.00 $ 4,320.0 2 EA 16" Butterfly Valve (MJxMJ) @ $1,019.20 2,438.4 EA 12" Gate Valve (MJxMJ) @ $252.95 252.9 2 EA 8" Gate Valve (MJxFL) @ $123.30 246.6 3 EA 6" Gate Valve (FLxMJ) @ $79.20 237• 1 EA. 2" Gate Valve (SxS) • $29.75 29.7 8 EA 8"x24" C.I. Gate Valve Boxes @ $14.10 112.80 2 EA 5" MUD, Fire Hydrant (NJ Conn) @ $239.00 rl 478.00 i 2 EA 12" Fire Hydrant Extension Section @ $59.97 I 119.94 8-6.04 7 39189 59 Sales Tax 3 .80 a PURCHASING TO ORDER %=C� AU'M H 4 September 6, 1972 zl�,] To: Darlene Olson, Utility Office Irom: Ron Olsen, Utilities Office Engineer Subject: WO #2701 Please bill the $3,273.46 on WO #2701 to U.A.B. Project 18-1-102(21) Talbot Road, from S. Grady Way to Puget Drive vie a sundry sales ■lip to the following accounts: - Account M302-542/13i63(47) Amount 90% U.A.B. $2,946.11 M301-542/13/6.3(47) Amount 10t PNT 327.35 TOTAL $3,273.46 If you have any questions, please contact the undersigned. ----- z,eptember 6, 1972 To: Darlene Olson, Utility Office From: Ron Olsen, utilities Office Engineer Subject: Wo #2701 Please bill the $3,273.46 on WO #270' -A.B. Project 48-1-102(21) I Talbot Road, from S. Grady Way to 11.0..,. cryve via a sundry sales slip to the following accounts: gff P Account Y302-542/13/63(47) Amount 90% U.A.B. $2,946.11 0301-542/13/63(47) Amount 10% FWT 327.35 TOTAL $3,273.46 It you have any questions, please contact the undersigned. RO:P$P i September 6, 1972 To: Bob Lux, Shop Foreman From, Ron Olsen, utility Office Engineer Subject: Talbot Rd. (SR 515), S. Grady way to Puget drive -------------------------------------------------------------------------- Flease issue from stock on WO 02701, per the following, materials f .: JAB Project 08-1-102(21) Talbot Road from S. Grady Way to Puget Drive. 2 EA 24"xl6" C.I. Tee (All M,1) @ 380.10 $ 760.20 1 EA 24"xl2" C.I. Tee tAll MJ) @ 363.08 363.80 1 EA 24"x6" C.I. Tee (MJxFL) @ 387.08 387.08 2 PA 16" C.I. 90c Bend (MJxMJ) @ 144.42 288.84 2 EA 16" C.I. 225o Bend (MJxMJ) @ 121.76 243.52 4 EA 16" C.I. Solid Sleeve (LP) @ 100.88 403.52 2 EA 24" C.I. Plugs IMJ) @ 88.52 177.04 2 EA 24" C.Z. Plugs (TJ) Tapped @ 246.79 493.58 Sub-Total 3,117.58 54 Sales Tax 115.68 $3,273.46 These fittings should be separated from stock and marked accordingly and placed in a special area in the yard. If you have any questions please contact this office. Rorpsp s i a r Auquat 30, 1972 To: Purchasing Department crow, Ron Olson, "inearing Department Subject, Talbot Road S. UAD 9-1-102(21) P1eaN have delivered from Pacific States Cut Iron Pipe Company, 211 - fth Avenue N., sasttLe, Washington 99109, as per portion of materials orderod on requisition •29173 (based on matoriaU bid dated January 27, 1971) the followLgi 1312 Id of 24' Duotil• Irom. CL 41, (T.J.) Water Pips • •12.69/ft. • 19,197.24 31 LP of 120 Ductile Iron. CL 02, (T.J.) Water rips • SS.59/ft. 301.K ' y 19 v of S' Cast Iron (T.J.) dater Pipe E¢ • 91.453/ft. 2i.1f • 19,515.33 S6 Sal" Tam 97_•,n u Total $ 20,491.10 The motorist is to be charged to UAS project 9-I-102(21), 0336, Talbot Romd S. Street Dmprovoment, as follows, UAD 901 •302-542/13/63(47) - Mr 10% 0301-542/13/6)(47) 2.049.11 . 9 20,e91.10 If you hove any questions, plemse oontact this office.. RD,pp _ A ♦, w'. 2 PROJECT NO. UTILITIES DE,ARTMENT CITY OF P.E14TCN WCkK CHDER NO. WASHINd`TON DATE SUBMITTED DEPARTMENT DATE COMPLETED DESCRIPTION OF WORK WORK TO BE DONE BYt NECESSITY City Forces O contract 0 Others ITEM UANTITY L';:IT COST AMOUNT 1 �p 48.40 48.40 . Tee (MJxFL) EA 239.00 q7g G Fire Hydrant (MJ Conn) 2 EA 59.97 119.9� rT5" MVO, re Hydrant Extension Section 2 EA 15.80 31 .60 lair k313 12" x 2" Saddles 1 EA 4.60 4.60 lair #411 2" flex Coupling1 EA 2.76 2.76 4" Galy. Iron Nipple (S x S) 2 EA 1 .99 3.98 xl7" Gale. Iron Nipple (S x S) 2 EA .72 1 .44 2" x 6" Galy. Irgn Nipple (S x S) 2 EA 1 .25 2.50 2" Galy. Iron 90 Bend (S x S) I EA 29.75 29.75 2" Gate Valve (S x S) 2 EA .52 1.04 2" Galy. Iron Plug (5) 4,852.73 5% Sales Tax 1 ,742.64 I TOTAL CCBT 36,595.37 APPROVED BY DATE APPROVED — O:UPT. OF UTILITIES � 1 REUSED AFTER ACTUAL REQUISITIONS Sep ember 6, 1972 FRCu'ECT 'O. W-38O UTILITIES DEPARTMENT CITY OF R.ENTON 1 WORK ORDER NO._ WASHINC:TCN DATE SUBMITTED gip- 8 19 72 LAB TIME SHEET CHARGE F336 DATE COMPLETED DEPARTMENT Water DESCRIFTI0(I OF WORK U.A.B. Project 8-1-102(21) Talbot Rd. S. from S. Grady Way to Puget Drive S. State Pighwav SR 515 (material only) NECESSITY WORK TO BE DONE BYs (State Highway Construction) City Fo:•ces 90;� UAS Account k302-542/13163(47) contract 10% FWT. Account M301-542 13 63 47 Others O ITEM UANTITY Ul;IT COST AMOUNT 24" Duct. Iron, Cl al , Water Pipe 1512 LF 12.6 19.187.28 16" Duct. Iron, Cl M 2, Water Plpe 144 LF 8.4 1 ,209.60 12" Duct. Iron, Cl M2, Water Pipe 54 LF 5.5 301.86 8" Duct. Iron, Cl N3, Water Pipe iU8 LF 3.7 402.84 6" Duct. Iron, Cl N2, Water Pipe 450 LF 2.4 1,120.50 4" Cast Iron, Water Pipe 18 LF 1 .455 26.19 24" Butterfly Valve (MJ x MJ) 2 EA 12 4:320.00 16" Butterfly Valve (MJ x MJ) 2 EA 1 :019.20 2C38.40 12" rate Valve (MJ x MJ) 1 EA 2.52.95 252.95 8" Gate Valve (FL x MJ) 2 EA 123.30 246.60 6" Gate Valve (FL X MJ) 3 EA 19.20 131.10 6" Gate Valve (MJ x MJ) 1 EA 82.80 82.80 8" x 24" C.I. Gate Valve Boxes 8 EA 14.10 112.80 24" x 8" C.I. Cross (MJ x F1 ) 1 EA 787.50 787.50 24" x 16" C.1. Tee (ALL MJ) 2 EA 380.10 760.20 pp2g4q" x (612"CCLII.I.7Tee(MM(JA,�LL MLJL) 11 EEEppA 33386g737.pp0&g8 366gZZ3.op880g 12" x 6" C:I. Tee f . x �Lj 1 EA i09:55 1U9:55 12" x 6" C.I Tee ;ALL MJ) I EA. 102.0 102.00 16" C. I. 906 Bead (MJ x MJ) 2 EA 144.42 288.84 16" L. I. 22 112 Bend (MJ x MJ) 2 EA 121 .7 243.52 8" C. I. 450 Bend (M1 x MJ) 4 EA 35.65 142.60 6" C. I. 900 Bead 0. x MJ) 2 EA 27.6 55.20 6" C. I. 22 1/2 Bend (MJ x MJ) 1 EA 25.3 25.30 8" x 6" C. I. ReJUcer (PE x Seb, M ) 2 EA 28.9 57.92 6" x 4" C. I. Reducer (PE x Seb, MJ) l EA 17.7 17.75 16" C. I. Solid Sleeve (LP) 4 EA 100.8 403.52 6" C. 1 . Solid Sleeve (LP) 1 EA 23.8 23.80 4" L. 1. Solid Sleeve (LP) 1 EA 16.9 16.915 6" C. I. x 6" AC Transition Coupling 2 EA 27.7.7 54.54 6" C. I. x 6" Stl Transition Coupling 2 EA 28-93 57.86 24" C. I. Plugs (MJ) 2 EA 88.5 117.04 24" C. I. Plugs (TJ) Tapped 2" 2 EA 246.7 493.58 12" C. I. Plugs (MJ) 1 EA 20.7 20.75 TOTAL CO T APrnOED BY CUr'T. OF UTILITIES DATE APPROVED WASHINGTON STATE /f 1/ Daniel) Evans Governor HIGHWAY COMMISSION G.H.Andrews-DintiYor DEPART6tkN1 ()f HIGHWAYS )' Dfrlcr of District Engineer District m ? B431 Corson Avenue South Baa,,w, Weeh.npton 9B70B 2. - T i Al i r" Refer: UTI y September 19, 1972 , 1 r�g� fi City of Renton City Hall rir�l �S sA y Renton. Washington 98055 CS 1741 SR 515 Puget Drive to Grady Way `v i Attention: Mr. Best McHenry City of RentonUtility Agreement L-3549 X Gentlemen: We are forwarding herewith the original and three (3) copies of a proposed agreement relative to the relocation of your facilities on the above-mentioned project. Please sign, if satisfactory, and return the original and two (2) copies for iurther processing. Very truly yours, W. C. BOGART, P. E. District Engineer r JOH B RKOWITZ strict ility Engineer TBA:ea Enclosure cc: Mr. Bentley Mr. Milligan/Hough W�f�sOM Mr. Dave Jolly (w/agreanent) (}i Mr. Atkins �% r' 10 lit HwA«r lnrpnsuu c,.. .. .1a -• -•• • . t _._ Gerard m. Shellan, City Attorney SePtewber 22, 1972 Ron Olsen, Utility Engineering Department C51741, Si1515 (Talbot Boad) from Puget Orive to Grady, UtiTlty Agryepent L3549. Dear Mr. SheTlan: This departaernt has reviewea and approved to content this the City of Renton and the State Highway Department. proposed utility agreenent be oaten Would you please realew this Proposed agreertFnt as to form? Time is iff1portant on greatly Appreciated. this proposed Project and your earliest attention on its a tter would RLO:oll Attach. 'ti 1 y 1 INTER-OFFICE MEMO TO: RON OLSEN, Utility Engineei ig DATE September 25 , 1972 _ FROM: JOHN K. PAIN, JR. , Asst C cy Attorney RE: CS1741, SR515 (Talbot Road) from Puget Drive to Grady, Utility AgreementL3549 Attached you will find the original and th Vee ies of eferenc co utility agreement which we reviewed per y r redo t of j$epte r You will note that on page 4 thereof, wee ,, ved same a to form. j / L IatLf� Jp. , Ass siatart City Atty JKP:ds Attach. c .VASHINGTON STATE TJaruol 7. Evans Governor HIGHWAY COMMISSION G.M.Andrews, Director QPART�1f NT Qf HIGHWAYS OHics of District Engineer District 1 5431 Corson Avenue South Seattle. Washington 98108 Refer: NTI September 26, 1972 t dsf^7-'tf" City of Renton City Hall Renton, Washington 98055 CS 1741 SR 515 Puget Drive to Grady Way ri 1�A� i, tr Attention: Mr. Bert McHenry/Mr. Ron Olson City of Renton Utility Agreement No. L-3549 , Gentlemen: Iirt � Reference is made to our discussions this date concerning the above-rated agree- ment for relocating the City of Renton's existing water mains. n � This letter will serve as written authorization for the City to advertise the construction of the agreement as signed by the City on September 25, 1972. No physical work shall be performed on the agreement work until written authori- zation is received from this office. When the bids are received by the City, please furnish this office with the following data: 1) Affidavit certifying the publication of the project advertising. 2) Tabulation of the bid receipts. 3) A letter from your office summarizing the bids and your comments concerning the actual award. Please contact this office should there be further questions. Very truly yours, W. C. BOGART, P. E. DI ict Engineer TBA:ea cc: Mr. Bentley Mr. Milligan/Hough 8 : JOHN BERKOWITZ Mr. Long Istrict Utility Engineer Mr. Atkins CITY OF RENTON Mr. Jolly SEP 2 8 i972 ENGINEERING DEFT. hging e or building is used for school, church, rest hone, hospital or multiple residential opeemsmts (tour "ividual apartment on:to or scars) or any other place of public assembly, and wbereaoteer located, shall, at MR expense insteli or cause to be installed firs hydrant or hydrants unless adequate add sufficient hydreats are located or accsaslbWVItbld 165 feet of any such building or structure. The number, locating, etas end type of such hydrant or hydrants to be installed shall be as specified in the above paragraph B. further reference hereby had thereto, and all of such Installation to be approved by the C"y fire Department. D. ►aac dydraots - Special Locations: to ac .ton to the foregoing require- masts, additional hydrant or hydrants ray be required or separately required in areas which era being utilized for open storage of flamsbleproducts, including fb mfine I liquids, or ocher areas of special fire hazards with sparing and floor regc'renests Mood as the fire protection re,;ulred in each instance; the number, size, type and Iyl loeattoo of hydrants for the aforesaid purpose shall be as specified in sbcvm paragraph g and I1 the • roval of the fire Department, t to DP 1 of such installation* to beecab)ec g. "gitlple Us" - Contract: In the event that the iostallattoa of say such fire hydrant or hydrants ON above sat forth, and the connecting system p•rtaimiog tboreto, obould benefit two or more properties than the owners of such benefited properties shall share the cost of such installation in rho proportion of the benefits so derived. Whenever so owner is required to install such fire hydrant or fire hydrants umaer the provision of this Ordinance and which installation will benatit other properties not owned or controlled by such owner, than in nap such case such owner way apply to the City for an agreement under the provisions of the "lhroictpal Wster and Sewer facilities Act" know as Chapter 261 of the Session Laws of 1959 sod say suet ..greasant between such owner aat cbe City shal. run for a period not to exceed five (S) years and thus permit much wnsr to recover a portion of the cost of such luttiol Installation from other parties in the event of any such futtae book up of connection. Such contror' -.Sell further provide that the owner of any building or structure subsequently erected shall not be permitted, during the term of the atorsold contract, to sake any hcok up or connection to the City's water *yet" or to any such hydra.• until such owner has paid his proportionate fair share of the initial coat of such imetallatlon as Net forth in said contract. my such agreement entered into between such owner causing Such installation and the City hall be filed for record with the gisg County .,uditor's office and tuereupoo eu^_h filioq shall constitute due eotluo l , of the torus and requirements therein specified to all other perries . T%e City fort har ; 4 -Z- i� i C. oRs�NANcs No. _,� AN ORDI.LJCR OF TNf CITY CF RMMN, "SMUTOM, 4 MUIM S&MON 3.224 Of TIMA III (DRPARTMOM) OF ORD1114= NO. 1623 MFITLV "0006 Of ONAIRAL ORDINANCES Of T41 CITY Q A M1M RUATINO TO FIRS PROTSMON, INSTAUA2mON Of HYDRANTS, AU1V MZIMO CCd'I'RACTS AND FROVIDINO PMNALTIRS FOR TNL VIOLATION TNEREOI !M 1T ORDAINCD BY THE PRYOR AND TIL ')UNCIL C• THS CITt' Of XMM. i.'4SOMM, At FOLLOWS: WMOR 1, ; R:isting Suction 3-224 entitled ' Firs Ptotrctloni of licle III (Departments) of Ordinance No. 1628 is hereby &m&odod to read as follow: 34CE M 3-224, as amended: A. The following Provisions and regulations are .adopted as part of the City's Fire Prevention Program to abate existing fire harA.ds, to inveattastw the cave, otLNin and eircuvtaoees of fire*, to inspect potential tire haards, eo eoutrol the moons end adequacy of the construction am safety of buildings is ease of tire*, within commercial, bustmas, industrial or manufacturing aces* and all other places in which austere of persons work, rut, 'two or coogco&ato, as hereinafter met* particularly at forth. B. ri. . MFQrmneo is Comrelal, bualNusf. LNdustrtsl and gMd&cturiss Arnie- fs event of any builtimN betrboftor, constructed or wad, to the City'of-Restoo which bdlding or structure is mot located or occaesible within 163 foot of any fire hydrae: and seek building or structure betas located or situate la my area sm d and tc be rod, or actually used for eq commercial, business, industrial or ratfarturiss purpooa &ball, at his expense. install or cause to hove installed firs hydrost of bydrento together with the macessa-v I 'pet, appurtenswas and connections is order to connect and boot on said hydrant or hydrants to tb� City's axistias atwr suray. Me mamber and location of such hydrant& shell be is accordance with good fire eagimwatins practice and stamderdw, the stem, location, mad construction to Comply with the rules ad ragulotious of the "Americas Insurance Association" formerly tmsme r tba^Mrtiamal board of Fire NWorwriterr ed sll of such instsllattoa to be duly mppreved by thA fire Deportmoot prior to its accept&=@ thereof by the Mr. The afc.aaatd requirements *bell lik"Joe apply to say, such building or structure r beroirbowe defi-%od which to kwrasft*r &msaaed to the City of Roatoo. C. fire 274rants In Otbar Ares*: The owner or part- to control of any In building hereafter conetructed/or &n.essd to the City of Remtom and which *aid structure A 1 SCH800I1 OP PRICES (W-380) APPMOQIMRTE UNIT TOTAL no ODAMFITY DESCRIPTION PRICE , 10 4 sA Install 8" and Smaller Cate Valve Assembly $ 40.00 lg 60.00 Per Each 11 2 BA Install Fire Hydrant Asaembly ° 150.00 300.00 . Per Each 12 2 EA Furnish and Install 2" Blow-off .asemblY 180.00 360.00 Per Each 17 10 C.Y. Furnish and Install Concrete Blocking _ 35.00 350.0" Per Cu. Yd. 14 3600 TON Furnish and Install Select Back- fill material 1 E0 5,400.00 Per Cu. Yd. - - 1S 70 TON Furnimh and Install Asphaltic Conc. Surface Restoration 25.00 1 ,750.00 Per Ton 16 1 EA Reinstallation of 3/4" Water Svc. ' 100.00 100.00 Per Each Subtotal 9yE 5s Sales Tax TOTAL SSST5T5T5 THE UNDBRSIGNM BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON :'HIS PROJWT IF IW)RDED HIM, W12NIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN THIRTY (30) CON- SECUTIVE CAIAMM&R DAYS AFTER STARTING CONS' JCTION. DATE: THIS DAY Or 1972 SIGNED: _ TITLE: AGDRESF : ESTIMATE ONLY 8-29-72 R.L.O. sCHEDULP OF PRICES w-380) APPb'WCIMATE UNIT TOTAL _Q11jMTy DESCRIPTION PRICE PRICE 1 151.2 LF Install 24" Ductile Iron, Class I (T.J.) Water Pipe _ d 9.50 $14 '1Fa 00 Per L.7. (words) (Figures) 2 144 LP Install 16" Ductile Iron. Class 2 (T.J.) Water Pipe R_50 ... 1 _22d nn Per L.F. 3 54 LF Install 12" Ductile Iron, Class 2 (T.J.) slater Pipe ' 8.00 432.00 y Per L.F. f ♦ 108 LF Install 8" Ductile Iron, Class 3 (T.J.) Water Pipe 6.00 648.00 Per L.F. .. .. 5 450 LF Install 6" Ductile Iron, Class 2 (T.J.) water Pipe _ 4.00 1 ,800.00 Per L.P. ` o 6 18 LF Install 4" Cast Iron (T.J.) water . . Pipe 2.00 36.00 Per L.T. '... " 7 2 sA Furnish in prrt and Install 24" Butterfly Valve Assembly in Conc. Vault 900.00 1 ,8o0.00 Per Each 8 2 EA Install 16" Butterfly 'Valve - Aseenbly 100.00 200.00 Per Each 9 1 BA Furnish in Part and Install. 12" Gate Valve Assembly with by-pass valve in Conc. Vault 450.00 450.00 Par Each l .. o .._ rANw"5y"�Y q., ,w• w..,. n,.n v. ^V'M€�'_, . . . M Y� Y } PAOJBCT NO. UTILITIES DEPARTMENT CITY OF RENTON WOW. ORDER No. WASHINC7ON DATE SUBMITTED DATE COMPLETED DEPARTMENT DESCRIPTION OF WORK NECESSITY WORK TO BE DONE BYt City Forces contract Q Others G7 ITEM ITY UEN,�IT COST AMOUNT G.L.6• Tee (NJxiL) EA 239'IQ.00 48.40 { 5" NCO, Fire Hydrant (AJ Conn) 2 4�g pp 12" Fire Hydrant Extension Section 2 EA 59.97 119.➢4 Smith Blair #313 12" x 2" Saddles 2 EA 15.80 31.60 Smith Blair #411 2" Flex Coupling 1 EA 4.60 4.60 2" x 24" Galy. Iron Nipple (S x S) 1 EA 2.76 2.76 2" x 12" Galy. Iron Nipple S x S) 2 EA 1 .99 3.98 2" x 6" Galy. Irgrt Nipple (S x S) 2 EA 72 l.M # 2" Galy. Iran 90 Bend (S x S) 2 EA 1 .25 2.50 2" fate valve (S x S) 1 EA 29.75 29.75 2" Galy. Iran Plug (S) 2 EA 1:06 2.00 +1t $ 3t.B7E.81 5% Sale Tax 1,743.A4 TOTAL COT 36,620.65 APPROYHD BY ': 'T. CF UTILITIES DATE APPR04ED . t Ss PROACT N0. AM - UTILIi.ES DEPARTMENT CITY OF RENTON WORK ORDOI WO._ MSHI NOT ON " DATE SUBMITIED &W- 2A- 1977 UAB TiME SHEET CHARGE M336 DATE COMPLETED _ DEPARTMENT Water DESCRIPTION rf WORK U.A.d. Project 8-1-102(21) Talbot Rd. S. fr°a S. Grady Way to Puget Drive S. State Highway SR $15 !material only) NBCESSITY WORK TO BE DONE SYt (Stata Highaley Const•Ktion) City Forces (� 901 UAB Account /302-542/13/63(47) Cwtract Lr-n 10% FWT. Account 0301-642 13 63 47 Others C� QUAUbnrr IT UNIT C06T AMOLM Iran, ClOn Water Pipe 1512 LF 12.6 19,187.28 16' Duct. Iron, Cl / 2; Water PIpe 144 LF a. 1,247.04 12" Oat. iron. C1 02. Water Pipe 54 LF 5.5 301.96 8" Duct. Iron, C1 03. Water Pipe 108 LF S.7 402.84 6" Ouet. Iran, C1 02. Water Pipe 450 LF 2.4 1,120.50 4" Cast Iron, Water Pior 18 LF 1.455 26.19 24" Butterfly Valve ((KI ,. k'J) 2 FA 2,1f0. 4,320.00 16" Butterfly Valve (Xl . AJ) 2 EA 1 ,019.2 2,038.00 12" Gate Valve K1 x 1U 1 EA 252.9 252.905 8" Gate Valve /L x w 2 EA 123.30 246.60 # 6" Gate Valve FL X IW) 3 EA 79.20 237.60 6" fab Valve 114J x Kl 1 EA 82.80 82.90 8" x 24" C.I. Gate Naloe Boxes 8 EA 14.1 112.80 24" x 8" ^,.I. Cross (N) x Ft) 1 EA 187.50 787.50 24" x 16' C.1. Tee (ALL Kl 2 EA 380.10 760.20 s 24" x 12" C.I. Tee (ALL K) 1 EA 363.08 363.80 12" x 6" f Tee (ALL NJ) 1 EA 10!.0 102.00 16" C. I Bear (Kl x K)) 2 EA I'A.42 288.84 16" C. I . 1/2 Bend (K) x K)) 2 EA 121 .7 243.52 8" C. 1 450 Bend ((NJ x K)) 4 EA 35.6 142.60 6" " 90° Bead (NJ x K1) 2 EA 27.6 55.20 6" e. 1. 22 1/2 Bend (K) x K)) 1 EA 25. 25.30 8' x 6' C. 1. Neducer (PE x Seb, K)) 2 EA 25. 50.00 = • 6" x 4" C. I . Reducer PE x Seb, K)) 1 EA 17.1 17.75 16" C. I. Solid Sleeve LP) 4 EA 100. 403.52 6' C. 1. Solid Sleeve LP) 1 EA 23. 23.80 4" C. I. Solid Sleeve (LP) 1 EA 16. 661 .95 I 6" C. 1. x 6" AC Transition Coupling 2 EA : 24. 40.00 � .,•.; 6" C. 1. x 6" Stl Transition Coupling 2 EA . 29. 50.00 24" C. I. Plugs �14J 2 EA $8.5 177.04 24b C. 1. Plugs UJ Tapped 2" 2 EA 24C.7 493.58 12 C. I. Plu NJ 1 EA 20.7 20.75 TOTAL COST APPROVED BY SUP','. OF UTILITIES DATE APPROVED- ! PRWBCT No. UTILIT.ES DEPARTMENT CITY OF RENTCN MIRK ORDER N0. MASNIN(:-TON DATE SL'BMTTTED AugZL_JI72 UAB TIME SHEET CHARGE 9336 DATE CCMPLETED DEPARTMENT Water DESCRIPTION OF WM U.A.B. Project 8-1-102(21) Talbot Rd. S. from S. Grady Way to Puget Drive S. State Mi0may SR 515 (material only) NBCESSITY MOB( TO BE DONE BYs (State Higleaay Construction) City Forces O 90% UAB Account 1302-542/13/63(47) Contract m 10% FWT. Account /301-542 13 63 47 Others O gRgrlry UNIT COST AMMM 24* Duct. Iran, Cl i1 , Water Pipe 1517 LF 12.6 19,18,-.28 1 16" Duct, Iron, Cl / 2" Water PIpe 144 ; F r 3: 1,247.04 12" DWlt. iron, Cl 02. dater Pipe 54 LF 5.5 301 .86 8" Duct. Iron, Cl /3. Water Pipe 108 LF 3.7 402.84 6'' Duct. Iron, Cl I2, Water Pipe 450 LF 2.4 1,120.50 4" Cast Iron, Water Pipe 18 LF 1.465 26.19 24" Butterfly Valve (MJ x M3) 2 EA 2,160. 4,32000 16" Butterfly Valve K) x Kl 2 EA 1 ,019.2 4: 16" 12" Gate Valve Ki x K1) 1 EA 251.9 252.95 B. Gate Valve (FL x K1 2 EA 123.30 246.60 6" Gat*i Valve FL X K1 3 EA 79.20 237.60 6' Gate Valve K1 x K)) 1 EA 82. 822.80 8" x 24" C.I. Gate Balve Boxes 8 EA 14.1 112.80 24" x 8" C.I. Cross (KI x R) 1 EA 787.5 787.50 24" x 16" C.I. Tee (/ll MJ 2 FA 330.1 760.2C 24" x iL" C.I. Tee (ALL K1 1 EA 363.08 36 .80 12' x 6" C.I Tee (ALL K1) 1 EA 102. 102.00 16" C. I. 900 Beed V x K)) 2 EA 144.42 288.84 16" C. 1. 22 1/2 Sand (KI a K1) 2 EA K�l 7 243.52 8" C. I. 450 Bend 'Ki a 14J) 4 EA 35.6 142.60 5" C. I. goo 9 (K) x MJ) 2 EA 27:6 55.20 6" C, 1. 22 112 Bend (NJ x K1) 1 EA 25.3 25.30 8" x 6" C. I. 1laduoe► (PE x tab, K1) 2 EA - 25. SO.00 + + 6" x 4" C. I. Reducer (►E x Sao. K)) 1 EA 17:1 17.75 16" C. 1. Solid Sleevs (LP' 4 EA 100. 403.52 6" C. 1. Solid Sleeve LP� 1 EA 23. 23.80 4" C. I. Solid Sleeve LP) 1 EA 16.9 61.95 6" C. 1. x 6" AC Transition Cowling 2 EA . 24. 48.-" 6" C. I. x 6" Sti Transition Coupling 2 EA 29. 58.00 0. 24" C. I. Plugs (NJ) 2 EA 88.5 177.04 24" C. I. Plugs (TJ) Tapped 2" 2 EA 246.7 493.58 12" C. I. Plugs (KI) 1 EA 20.7 20.75 _ TOTAL COST APPRO'M BY SUPT. OF UTILITIES_. DATE APPROVED _ N A igust 30, 1972 To! Hart McHenry Prom Hon Olson Subject: UAB -roject 09-1-10201) Talbot R-)ad S. (W-390) The construction of this street widening project wi.l require the relo- cation of the existing water mains and the installation of A new, water line batvesn South kenton Villag+ dace and ivget Drive. The design of the new main size was based on the design requirements of the State Highway Department (20 year highway life), the Washington Survey and Rating Bureaus, Design Requirement (which are a part of the City of tenon, Nat" Utilities, Ordinance. ), a copy of which is attached. knd, finally, the designed sire is part of a proposed main installation t2,at is in the City of Renton's ten-year capitol imptovm- esnt program. Its total estimate of material on this project, tax included, is $36,620.65. (Material estimate is attached.) The total "time" for installation including the reinstallation of water services is $30,842.70, cInstallation estimate is attached.) The total estimate for the project including Appr nisately $3000.00 for Inginsering is g70.463.35. The state iighway Department is providing appioxlmstely 15*000,00 toward this relocation project. Innis would leavn Appro, .:ely $26,000.00 0£ the cost of the utility relocatim for the Citf Renton. we request the UAH/Forward Thrust provide the $26,000.00 particloating cost for work involved in relocating and providing materials for the utility adjustment necessary in cnis project in order to bid this work. The need for bidding the work in Tel of Road is due to the coat being in excess of $5,000.00 in materials and work. FO,Pp 4.I tachmer t �► 1 Ai-just 30, 1972 To: Bert t'cHenry Prom: Ron Olean Subjcct: UAB rroject •8-1-102(21) Talbot Road S. (t,-390) The construction of this street widening prcjoct will regslre the relo- cation of the existing water mains and the in-- ilation of a new water line between South l:enton Village :lac* and :uZM. Drive. The design of the new main sire was based on the (Iasi" requiremants of the State Highway Department (20 year highacy life), the Vanhington Survey and Rating Bureaw, Design Requirement (which an a part of the City of Renton, Water Utilities, Ordinances), a copy of which is ottachad. And, finally, the designed Size L_ pazt of a proposed main installation that is in the city of Renton's ten-year capitol improve- ment program. The total estimate of material on this project, tax included, IS $36,620.65. (Material estimate is attached.) The total estimate for Installation Including t.;o reinstallation of water cervices is $30,842.70. (Installation e,it:-_ate is attached.) The total estimate for the project including app:,;Amately $3000.00 for Engineering is $70,463.35. The State Highway Ocrartment is providing approximately S45,C00.00 toward this relocation i,rojoct. 1t:Lu would leave approximatoly $26,000.00 of the cost of the utility relocation for the City of Renton. We remiest the UAB/Forward Thrust provide the 026,000.00 participatinq cost for woA involved in relocating and providing materials for the utility Adjuctment necessary in this project in order to bile this work. The need for bidding the work In Talbot Rea3 is due to the cost being :.� excess of 75,000.00 in materials and work.. MOtpmp Attaclsent , August 30, 1972 ^o: furchesinq Department Frca: Rnn Olsen. Engineering Department S,ibject: Talbot Road S. UAS 8-1-102f21) ------------------------------------------------------------------------ 110"s have delivered from lacific Stites Cast Iron tips Company, 211 - 6th Avenue N., Seattle, washington 9(1109, as per, portion of materials urdered on requisition 419173 ibased on materials bid dated January 27, 1971) the follwinge 1512 LF of 24" Ductile Iror, CL N1, IT-J.) Water lips Q $12.69/ft. 8 19,187.2a 54 IF of 12" Ductile Iron, CL k2, (T.J.) Water tip* 6 $5.59/ft. 301.86 18 LF of 4" Cast Iron (T.J.) Water iipe $1.455/ft. 26.19 u 19,515.33 5e Ssles 'fax 975.77 Total S 20,491.10 The material is to be charged to UAe project 9-1-102(21), 0336, Talbot Road 3. Street Improvement, as follows, UAS 90% 4302-542/13/63(47) $ 18,441.99 fWT 10% 4301-542/13/63(47) 2,049.11 $ 20,491.10 If you have any questlona, please contact this office, V� AO,PP 1 4: APRIL 20, 197" r ATTN: RON OLSEN 4v SPECIAL PROCEDURE FOR PROCESS M PAYMFNT r]N P.G. 19173, BY PURCHASING A($ FIW14CE WAKE TWO COPIES OF ORIGINAL REQUISITION, CHMIGIM: 94AW AND ACCOUNTS, OMC FOR EACH FUND, 302/542.13.63(18) — $58,034.36 301/542.13.63(18) — S 4,226.04 ENCL048" THE UAB AMD FWD THRUST ACCOUNTS WITH THESE REQUISITIONS. LIE'NCWOER 542,260.40 FROHH ACCOUNT 401/542.32.64 (P.O.—REQ N0. 19173) c� LEAVIM $80,270.93 ENCUMBERED TO WATER MAINTENAACE, BY CHANGING AMOUNT 33 ON ORIGINAL RF.O, RF.Sl1BMITTIK. TO DATA PROCESSING ON BLUE SHEET TRANSACTION W FOIM AT END OF MONTH PER CANCELLATION ROUTINE (CANCEL REQ. AND ORIGINAL AMT.) TEN PUT ADJUSTED ORIGINAL BACK IN REQUISITION BOX-AFTER BEING PROCESSED. WHIN INVOICING IS RECEIVED BY PURCHASING ON UAB AMD FWD THRUST PORTIONS PJ046JM WILL MAKE A PHOTOCOPY OF THE ORIGINAL P.O. (ONE FOR EACH FUND) AND PUT ONLY THE 1" AND FWD THRUST ACCONT NUMBERS AHD PAYMENT MRS ON TMEM (WITH A NOTATION TO FINANCE TO ACCEPT THE PHOTOCOPIES AS ORIGINAL DOCUENTS) AND THE PAYMENT WILL BE MACE, THFRREBY LIQUIDATIH6 THE ENCLFWRANCE Wv TO THOSE ACCOUNTS. THE REMAINING $80,270.93 WILL THEN BE PAID COMPLETELY LMlT Of WATERWORKS ON THE ORIGINAL P.O. 11ELD BY PURCHASING WHEN TMNT INVOICING IS RECEIVED OR THE STA'PH.I, IROCEDURF. LL BE REPEATED IF UM AND FWD IMIOAT PAVMPNTS ARE TO BE WADE AGAIN. i SIGNED_ r DIR. ACCOUNT CLERK 1 1 M Auguat 30, 1972 Toi Clerk'a Office From: Ron 01801, utilities office Eeginaer ,rbe f,llowing am of $70,49:.10 should be reduced from the amount of the encumbered funds on requisition $19173 due to the fact that these materials will be charged to 0AB r-ro- jeCt 9-1-102'21), Talbot Ptad S., Street Improvement: GAB 90% t302-542/13/63(47) $18,441.99 !HT 10% Y201-542/13/63(47) 2,049.11 $20,491.10 This should t,e accomplished as per procedure memo to the undersigned dated April 20, 1972, attached herewith. Rolm Attmttaaent a 1 CITY OF RENTON NO. DATE 9-6-72 REQUISITION TOTAL AMOUNT DEFT Hater Maintenance 90% UAB VENDOR ACCOUNT • 3C2 542/13/63(47) AMOUNT LI44.19 lot F'WT Olympic Foundry Co. ACCOUNT* 301 1542/13/63(47) AMOUNT 8 82.69 5200 Airpoit Way So. QTV DESCRIPTION IN DETAIL cattle=Washicgcai 1 EA 24"x8" C.I. Cross ":JXPL) @ 6787.50 5 787.50 58 Tax TOTAL S 826.88 I '1 aPURCHASING TO ORDER -- ---_ pUTr t f ti WATER MAIN ADJ. AND RELOCAT ION IN SR 515 BENSON W-3 8 t HWY I :wyust 27 , 1972 To: Lyman Houk From: Bert McHenry ' Subject: Street Vacation/Portion of Burnett Avenue S./Puget Sound Power A Light --------_ ---------------------- --- de previously requested information relating to possible property + exchange by Puget Sound Power L Light of poten*ial right-of-way required for utility purposes, traffic facility purposes, and possibility of extension northerly of Grady aay of the proposed route. Please have all dsailable information prepared prior to the public hearing tonight at 8:00 p.n. relating to any property exchanges necessary. t r � " cc: Ron Olson i I 9 1 City Of Renton CS 1741 SR 515 Puget Drive to Grady May Proposed Utility Agreement L-3549 August 22. 1972 Page Two 3) eta. 425+50 (37' Lt.) intersection with 54-inch pipe - The crossing elevation is 21.21. 4) Sta. 425+70 (36' Lt.) Intersection with 12-Inch pipe - The crossing elevation Is 23.41. Please contact this office should there be further questions regarding this subject. Very truly yours, M. C. BOGART, P. E. District Engineer JONN e[IUcatrz Miss District Ut 1:., Engineer cc: Mr. Sentley Mr. Milligan/Mough Mr. Lon Mr. At ns Mr. Jo. 'y 1 r- w.rtiN1NGT1)h' KTnTf '�`' �. �-•'-+� � ,' �.�.;. HIGHWAY COMMISSION G.IL Ant..tnvs-UirlK'Ipr r:. ^ 1)LPARTMf4i Of HIGHWAYS a,a Office of Omcr-ct Engineer Dutr,ct 1 8431 Corww Avenue South �. Seattle. Weah,noton 98108 Refer; UTI f' August 22, 1972 f , s City of Renton { City Mall k t+ Renton, Washington 98055 CS 1741 SR 515 Puget Drive to Grady Way Attention; Mr. Bert McHenry/ Proposed Utility Agreement Mr. Ron Olson L-3549 Gentlemen; t Reference is made to our meeting of August 18. 1972 to review the proposed plans for relocating the existing City of Renton's water facilities on the above-noted project and proposed utility agreement. The City of Renton is preparing the plans and will administer a contract for the water main relocations. The State's project Is scheduled to be placed on ad on October 2, 1972. The City of Renton will attempt to have the water line relocation project completed prior to the State's contra^.tor movinq onto the site. Mr. Olson Informed this office that the City will furnish tie materials and will bid the construction. The City of Renton is presently experiencing a six to eight week delay In procuring materials. This letter will save as written authorization for the city of Renton to order and stockpile the necessary materials. It is understood that the State's participation In the materials will be limited to the amount that will be Inds ceted in the estimate of cost of the formal utility agreement which will be preparsd within the next few weeks. No work requlrinq State participation should be undertaken prior to written authorization from this office. The plans that were left by Mr. Olson have been forwarded to the State's project engineer for review. The following is a list of four (4; areas of a possible conflict between the City of Renton's plan and the State's proposed storm drainage. 1) Sta. 415i75 (43' Lt.) Intersection with 18-Inr.6 pipe - The crossing elevation Is 36.51. 2) Sta. 425+35 (38' Lt.) Intersection with 15-Inch pipe - The crossing elevation Is 23.11. c yrN t �J ENGINUM144 "J, SCMDUTA Of PRICES IW�)801 UNIT TOTAL 4B� re,nr_s?PTIOI+ PRICE PRIG 1� 4 M Inetall e' and Smaller .ate vale Assembly 4$ 0 00 li 60 00 Paz EaC.1 11 1 sh Install Yire Rydrant AssesiblY 150.00 300.00 Par Bach 12 > M ►uznish and Install 1" Bla Off Assembly 180.00 . 360.00 Per Saab 13 10 C.T. Famish and Install Concrete Sloekinq 35.00 350.00 Per Cu. Yd. 14 3w I= 1uralah and Install select Back- Mal "Marial 1 .50 5.W,.00- Per Cu. Yd. 1S 70 T'01 famish and Install Asphaltic Cone. i. Surfaoe Restoration 2 .0 1 ,750.00 Par TON u 1 Rw RslastallatiM of 3/4" rater Svc. _100.00 100.00 Par Raab SubtotAl St Sales Tar TOTAL TM $zoom sum" AGI TO START CONSTILICfIQR WORK ON TTIIS MOMM If MAMM ■m. wrnm TM (10) DAYS AID TO CMPLrM TM WOM WIT'IW TTQRTY (30) CON- SECUTM ch%AwwAR Daw Arm /TARTAN COIrTRUC'f I0W•DAY J 1972 OATS,_ T11is - -- SIGNED:_ TITLE: ADDRESS, { r STIMA "i OWL+ -29-72 ✓.L.O. S',](LOULL OF PRICES If• (W-3.0) AvrMONIMME UNr. "47M - 1 Isla Lr Install 240 Ductile Iron, Class I (T.J.) water pipe S 9"rjL 514.354.00 Per L.P. (words) (Piqures) a 1" LI Install 160 Ductile Iroa, Class 2 ( IT.J.) Water Pipe 8-Sp 1_VJ_Qa POW L.I. 3 $4 Lr Install 12' Ductile Iron, Class 2 (T.J.) Watar Pipe 8.00 432.00 Per L.I. • 1•• L/ Install •• Ductile Iron, Class 3 (T.J.) Water Pipe 6.00 648.00 Per L.I. S 450 L/ Install 61 Ductile Iron, Class 2 IT.J.) Water pipe 4.00 1,800.00 Par L.I. • 1• LP Install 4• Cast Iron (T.J.) Water ` Pipe 2.00 36.00 Pas L.I. — q a 01 Purnish in part and Install 240 butterfly Valve Assembly in Cone. Vault 000.00 1 ,800.00 Per Loch • a M Install 16' butterfly valve Assembly 100.00 200.00 Per Och 1 a Purnish in Part and Install 12• ate valve Assembly With by-pnss Valve in Cane. Vault 450 450.00 Per Each i 4 ' PRG.73CT No. j UTILI. .ES DEPARTMENT WM ORDER No. CITY OF RENTOI NASHIN(:TON DATE SUBMITTED_ DATE COWLETED DEPARTMENT. DEECRIPTION OF w m NBCESS m WM TC BE DOME BYr City Forces Q] Contract ['_] Others C) TfElt ITY UNIT COS AMOUNT 6` C„L.. TN (NJxf4) r.s •• FE�A qqpp 5" NW. Firs Hydrant (NJ :4nn) .•,J 1 EA :00 48.40 12" Fire Hydrant Extension Section r v = 2 EA 2 59 ;� u Sarlth Blair 0313 12` x 2" Saddles j.w .97 Sadth Blair 0411 2` Flex Coupling N w.o EA 15.30 31.60 2` x 24" Gely. Iron Nipple N J.j EA 4.,iO 4.60 s '" x 12" Galy. Iran Nipple (S x S) ^ -" 1 EA 2.16 2.762 EA 1 .99 3.98 i" x 60 6sly. lrpn Nipple (S x S) N+ 2 EA .72 2` Gaty. Iron 90" 8and (S x 5) ww 2 EA 1 .25 l .N 2" Gate Valve (S x S) rvw 1 EA 29. 2.50 2" Galy. Iron plug (S) 00 15 N w 2 EA 1.75 75 2.29.75 f Tin 5% Sale Tax 7 y� APPRQ✓� By TOTAL COST '6.620.66 rUPT. OF UTILITIES DATE APPROVED r 1 �wnft wYTe� NtOJ7CT No..,-Aw1ML- :RIilitES JEPAR7MElR .rrR�+ CITY OF RE1TQ1 qr ..,,» Uoala,M1Y"sr KM CODER W)• MASHIWTON • DATE SUBMITTEC_A.& g W UAB TIME SHEET CHARGE 0336 DATE COSPLEM DEW,-.,^lI Water DEBCAIPTICN OF KM U.A.B. Project 8.1-102(21) Cam Talbot Rd. S. from S. Grady Way to Puget Drive S. A/VJ` AA(MW ear 2- State Mi*way SR 615 (material only) '»,s. CAA -. A✓ COGV r3r rr,;... NBMBSITY WORK TO BE DOW BYs , c) (State HishMyy Cvmtruction) City Forces 90% UAB Acraett /302-542/13/63(47) Contract 10% FWT. Aecowt /301-542 13 63 47 Others L� rM ITV UNIT I COBT I AMDIAti 16" Duet. Iran, Cl F 2; Water Pipe pro a 144 LF 8. 1,247.04 }Y ♦etl:-Iron, 'U 1F;-Meeef-P4Pe- -"!sT - �.4p B" Duct. Iron, Cl /3, Water Pipe P S 108 If~ 3.13 402.84 6" Duct. Iron, Cl 02. Water Pipe n s i 450- LF 2.4 1 ,1�0.50 4" Go$ frewr4ktop-A{ee 24' Butterfly Valve ((NJ x NJ) '/ 2 EA 2.160. 4,320.00 16" Butterfly Valve (NJ x NJ) wr N/ ' 2 EA 1 ,019.201 2.038.40 12" fete Valve ILI x NJ 1 EA 252.9 252.95 8' Gets Valve 6L x OU w - 2 EA 123. 246.60 6" Gate Valve FL X Ni w`✓ ' 3 EA 79.2 237.60 6" Gate Valve �Nj x NJ 00 w 1 EA 82. 82.80 8" x 24" C.I. Gate calve Besea MVv✓ 8 EA 14.1 112.80 24" x 8" C.I. Cross (Mi x It) �.+.,".c , rv" + 1 EA 787. 787.50 i 24' x IS" C.I. Too (ALLOW -"c 2 EA 380.1 760.20 24" x 12" C.I. Tao (ALL PJJ 1 EA 363. 363.80 il: x 1: H: B M X s I U let: 'I9i. 12" x 6" C.I 'ee (ALL NJ) �KN.."' 2 EA 144.42 101,DO 16" C. I. 90b Bead (N) x )t,)) 298.34 16" C. 1. 22 1/2 'lend (N) x NJ) 2 EA 121.7 243.52 8" C. 1. 450 Bend ((NJ x NJ) p s "� 4 EA 35.6 142.60 6" C. 1. 9o° Bead (41 x NJ) P s 2 EA 27.6 55.20 6" C. I. 22 1/2 Bend (NJ x NJ) Is 1 EA 25. 25.30 8" x 6' C. 1. Reducer (PE x Sob, Nj) 2 EA 46: 50.00 2T-w s 6' x 4" C. I. Reducer (PE x Sob, NJ) v 1 EA 17.7 17.75 16" C. I. Solid sleeve (LP) o.r 4 EA 100. 403.52 6" C. I. Solid Sleeve LP P 1 EA 23 223.80 04, 4" C. I. Solid Sleevc LP P 4 • 1 [A 16. 61.95 6" C. 1. x 6' AC Transition Coupling 2 EA 48.00 21 &7 6" C. I. K 6" Stl Transition Coupling 2 EA 58.00 za.ss 2P C. I. P/� rTJ ) 2 EA 173.04 24 C. I. P1 T d 2" 2 EA 3.12" C. ). P1 1 EA 20.75 TOTAL OOBT APPROM BY SUPT. OF UTILITIES DATE APPROVED it lr 't:GHIANDS •• DOWNS 1 AREA. OESEHNwLUR ! + TANK ZONE ( •_ �j / / fRO1ECT NUMSER RK.ISDDs i aoos?N ST\Spa o' /'_- -/ _ - TIFFANY IT�EESp MR �� o w ` ,o- �- a• ( % / PARK ,�alastta SlaTpa I CD / 1 HIGHLANDS R:aLN.n15 j CEMETERY Ill l 1 i 1 RE SE R V_C,R, aaosEa u�:'.a \ \ i (,.•� to .,• \1 \L IL_.J•= I , 'ZONE >•D , - �..= f l PROW,risco"i ROLLINGDaos•vsulpa NYDALE Ia �•_____� :- i�RENTON © ./ atc,pJit L w' I \ % •\ �;. D i i FIELD NEkSOM SCHOOL \ALBOT ,HILL SPR NGBROOK TRANSVIIS ION LIN t Tom-- e' I WEST Hlil O IfAlUNGTONI ' \ � % -\�.J `L• /� I FUTURE INDUSTRIAL AREA , 1 j.�• FIGURE 15 i •� "-� ��• \-�•-J CITY Of RENTON, WASNIDICION \•� U WATER SYSTEM INVESTIGATION EXISTING AND PROPOSED SYSTEM FACILITIES coupa�w.uw.IM.O a rEN••:re • 1 !r i'r. Jack ::11son , 9 Drec*ther 196d rage -Z- J. Vic recent s,)ilure of the lG-i:ich trur!: main beneath tho frermay ryas a warnirq of tic vulnerability of tn^ systom, it has tcrta- tively bro„ r,n%ic:e; to extend the prorosed 16-inch main for Well No. 8 (ProJc,:t ''!i 1svards l:t. Ilivet to bypass the sectifio oven• wi'ACA tho re^"ay was cM1nitrt:etc'd. u ' 4, Ire fpn.,om and r.ret:rrin9 facilities r,t 1401r, I and Z could brr w ,c,p,aved ar.J ^.rovtsion made frr ',placation of chlerir:e and III fluoride !r/ Snstillinn a now trunk r,min past the wells and parallel to :S,r. river. 5. A new drhw.iy is nronosnd parallel to t".e existinr cnsm Hinhw3y and close tU Ttl,ot R,aservoirs. This vorlc will involve rayor relncation of the existing trunk rain nrrrh fra.r Talhgt R•�.servoirs. Advantage could be taken of this worl: to lav a new rain as part of the roadworks. 6. A rury onin of large capacity linPirg Talbot ?a:rvn`'s, the Crclar ?'fiver .rel';s, and :.t. Olivet reservoir :•:ould r..ive flexibility and reliability o: o,:cratton. For tin roason: given above, rx• rer_o::^end that the, principle of a r.(,w 14-inch dix�eLer ,rain 1ir,Jrg Mt. Olivet and Talbot '^scr:oirs and '!ells ., -, t ut 1, an.. b;: epp:•oved, ..e :asic rite rcu Ol v:rt 5 :i. � �rar P,ver :'..ri.'(7'rG;gct ban% of Cedar Rive''r, i:eils Strue` (?:v;;•:e: _%), Grady S:,y dne Talbot Loan-rm: hiw-ay (PrOect _" J. Project 17 wf•L1C Le reduced to 12-inch and a ucw route chosen having reCard to recent roadrr,.rk ii that area. It is an^recii,t.,d filet tl,a propose: 2:-1nc:; rift repra--.sr; Considerable expenditure that rrus: ;r $:,,tad over a nut',^r of years. 1:c-.&ver, we would quote from page 55 of :iu 1965 report as 'o1lows: "There are few crater systms vMc`, cGn rely .'.e said tf, b^en provided r,1th rains witch hav, ,r; vr:: ovcrs'.•:d, and prof.,:)lv .rdine wMch eo net have sane mains vhicii installed in larger ditmoters. ever based upon info ration ava:lal;lo at t:* 1 titre of installation." I` we can provide furtha- information rn the priposed plan, contact us. Very truly yours„ CORiIELL, HOI:LAGD, HAYEc5 & KERMIELG Antony C. Carnes A9Blde 5-4563.9 9 December 1968 Vr. •lack 'lil;on — City Engineer City of Renton City Hall Renton, V,ashington 98055 Proposed 24-Inch +..+in - ;`t. Olivet .Reservoir Dear Jack: to Taitat �cscrvoirs Following our conversations regardirg schedullnn lmprpvecants in the water system, vie have revio-id in particular Projcets 17, 34, and 3a of cir 15,:7 study, in toe light of eircuo..Stances ro.a existing. Tee 9e.n-,ral eonsioarations involved in planning I;Wse t.-unk r.:ain icprovea,3nt; zrc ciscussed on p-9es 52 a,e 53 of t9e study report, and the statement is rade that "cx;aesion s!:ould have regard ' J to all relevant factor; vihtch apply ir:nediately prior to construction. r the overall plan should be flexible enough to per.it changes to be rrzde as `cture circumstances dictate." The intent of the thrca projects menciened a:uve was to provide ro.•z trunk main capacity between Taltat Reservoirs and '1t. Olivet Reservoir. At ",z same tinir.- the nroposed rains v,auld rein✓orce toe distribution system in the d .rntovar area and link existing 12-;nch mains r:hich are incdoqua:aly looped. It w.'s assumed that the Sprinqbrook supply would be Increased to the 2.5 m9d capacity of the Sprinqbrook transmission line. ae =4 wish to recw:.wnd a revision of Projects 17, 34, 38, and 33 for reasons discussed below. 1. Exploratory drilling at SprinCbroo:: h-. not Lear, very successful. and the new V ll No. 8 has been drilled and equieped in Cedar River Park. It appears probable that additional welt; will be drilled in tna area of the Cedar River alluvial fan, and that area will be the major source of supply. 2. It is to be expected that i.ou;inq dr.•volopment will continue at Rolling Hilts and Tiffany Park, and the poss:bitity of industrial development southeast of the Longacres Race Track should always be borne in mind. Ability to deliver water to the areas is important. 1 � r' ., u,1 SWUMAnan -01 A FIRE INSURANCE AN[) APPURTENANT COVERAGES Y..u.. • aOANCN OIIIC[• •.. ....nup . ,.. . °e•. .i we NOwANe s.ro u...0 • w °ry. . . .• i , roc, SEATTLE. WASHINGTON 99111 " °""•"` .ww...'.w TACOM wwr«.... March 10, 1972 '•^`•••^••" •.♦ .sww ..YUNrun.u.Nm., Mr. Ron Olsen Utility Department City of Renton Renton, We. 98055 Benson i;i it Relocation Reference: Water Project 380, (SR 515) Dear Mr. Olsen: This office has reviewed the pans for the above project and concur that the main size should be 2/-inch, since it is an integral par+ of the overall city supply system. Very truly yours, L.A. Leonard, Chief FASimut LAL:dj Public Fire Protection Dept. t I 1 ciccumstascs, aball sot affect the validity of the reerindar of this Ordinsocs or the validity of its application to other persons or circusatsnces. SECTION VII: ,Ay and all Ordinances or parts of Ordinances in coaflict berwitb are hereby repealed. SECTION VIIl: This Ordinance shall be is full force and affect from and after its passage, approval and legal publication. PASSED BY THE CITY COUNCIL thls,2j , day of September, 19A , Nelmte Melsoa, City Clark APPROVED BY IME MAYOR this f i dsy of Sept r, 196r„ Donald U. Custer, Mayor APPROX TO FORK: -/� Gerard it. S • b, City Attorwy Date of Publication: .r.EP 1968 i4 reserves the right, upon approval of the City Council, to participate in the ioetsllt. tion of any oversised water line extensions or additional or extra improvements relative to such installations. SUCTION 1I: PRIVATE 4ATER - FIRE .,?RVICE: Services for fire protection must be metered or detector checked at the ex,ense of the owner and firted with such fixtures only as are needed for fire protectimt and must be entirety disconnected from tunes used for other purposes. The charges for such fire protection services are hereby established as follows: Ass of Line Charge Per rionth_ 4 Inch $2,50 6 Inch 3.50 No ebarie will be made for water used in extinguishing fire if the owner or occupant of the premises where such fire occurs gives written notice to the office of `a Superintendent within to* (10) days from the date of such fire. In no case will any Cap be made upon any pipe used for fire service purposes oe any took connected therewith, nor *hall the we of any water be permitted through any fire service nor through soy pipes, tanks or other fixtures therewith :onsectod for soy psrposes except the exting- ulshfag of fire on such promises or testing flows for flee control purposes. yiLTIOM III: whenever any change in the use, occupancy or construction of any promises or purposes as h*reinabavo defined require any increased fire am hydrant protection, the owner, ownera or person in charge of such promises *hall proceed promptly toward securing adequate protection and all such iestallation or changes to be completed providing for such increased fire protection, prior to the use or occipsocy of such facilities. $29W IV: Unlawful Conduct: It &hall be unlawful for any person, fire or corporation to own, occupy or use any building or structure as hereloabava Wised in Sections B ,L 6 Runless such building or structure to located within 165 test of any fire hydrant. 8NCTION V: Violation - Penalties: Any person violating any provision or term of this Ordinance shall, upon conviction thereof, be punished by a fine of ost more than five Hundred Dollars ($500.00) cr by imprisonment for not more them dnety (90) days, or by both such time and imprisonment. s SECTION V1: Severabillty: The invalidity of any article, section, subsection, provision, clause or portion bersof, or the invalidity thereof to any person rr i "1" et. O 1 SEWER TYPE 191 TYPE I AI Cast in Place Base Precast Bose Casting -Cly. Fdy. ' 5920 or Equai x :�� _�- Adjustment �1 Cone ,•a� Precast Sections .'' Steps 3/4" Oeforreed Bar c ! e — 48' e: iI L 'k• ''• Ladder 4: uf: 4, Max. Pipe Size 21" Matter Fill t _ :a`i!':•: Q.ti.4 . ...••:: :.. ..o• ' Shelf 4':/ Precast Base Section or r Cost in Place Bose S pTYPICAL `D'ETAIL- 4Da D10. Manhole —No Scale- t 1 OV hj"A ` Z CITY ENGINEER'S OFFICE RENTON. WASI4IN(iTON C-TY MALL, M[NTO N, WAf MINGtON 9{056 • ALPINE 5-]4{4 Vol CAPITAL oft November 6, 1968 Puget Western, Inc. Suite "B" Renton Village Shopping Center 35 Grady Way Renton, Washington Re: Puget Western Sanitary Sewer Dear Sir: The City of Renton Engineering Department has reviewed the proposed plan for sanitary service to Victoria Park 87 and approves same. It is requested that the manhole be revised to conform to the enclosed detail. Very truly yours, l'JaC7c h/1- Wilson City Engineer JW:m cc: Gray G Osborne w/encl. �.+^�' "� - ' � � `,a •• �,�'YtR,�� (atdtiq [,linen 00M F ilA, Y. i.DfiOt0[ i III S,uO 2.4 Svut Y,Ou,,, W„0ir91„ 91911 it ut„r1 3 0131 1101 W„tl,b Out/• Suttl,, WuOiigb, 91109• Alotsr 0-0160 October 23, 1968 mr. Jack E. Wilson City Engineer City Hell Renton, Washington 98055 Re: Puget Western Sanitary Sever Dear Mr. Wilson: Attached are preliminary plt.as and cal.ulatioaa for u proposed sanitary sever to serve Trans-America's Victoria Park development. DOn behalf Of Pug'; Western, Inc., ve request approval to diach^-ge an ectimated ultimate floe of 0.43 cfa Into Y.anhnle E-1 at Talbot ;toad and Puget Drive. Said 14hahole E-1 is shimat on City of Renton Braving wuabar 11.2.1-58, "L.I.D. 244, Talbot Road". Please reply to Puget Western, Inc., Suite H Renton "llage Shopping Center, 35 Grady Way, Renton, with a copy to our Yakima office. I Yours very truly, GRAY & �OSEORHE Don E. Grey :K DEG:RRJ.er Onclosurea - cc: Puget Western, Inc. v/encl.'a 1 OF ®ILI jZC81 roror JUL 12 „k PUGET WESTERN. INC, lvergraan Suitding 15 South Grady Way Renton. Washington 980'_�5 BA 6.6900 ON July 10, 197? � City of Renton a City Hall 200 Mill Avenue South »ar. Renton, Washington 9C055 References Victoria Park Addition #7, Sanitary Sewer Attention: Mr. Burt llc.:enry, City nn;ineer Dear .sir. McHenry; I aI_I informed that the State Highway Dapa_tment will let a construction contract in October of 1972 for the recon- struction of SR915 (Talbot Road) from Puget Drive to Grady t9ay. It is our desire that a portion of the sanitary sewer which is to ultimately serve the proposed 7th adution of the Victoria nark plat, be constructed at V.is time prior to the highway reconstruction program. Therefore this letter is written to request the City of Renton to let a contract for the construction of a portion of this sanifary sewer fror.; the ezistiny i-inhole at station 23 + 05 to the proposed manhole at station 21 + 50, as shown on the plans prepared by Gray and Osburn, sheet t o 1, dated October 1968. I a, aware that your departr.,ent will be installing some water =ain in this I3aid6 r,roject, ar:u would appreciate your including this piece of sanitary see;:er work in that same contract if appropriate. Pu: at Western Inc. would enter into an agreement with tine City on a purchase order basis to pay for this work. ours truly on C ;,never stru ction -anager U evYlo O.,r• 01 ANUOVEn PAttM � 4 WEST v•osaa TRI-STATE CONSTR.CCTI/K, INC. 0.104:aL C-nft-cfwy aBi• •OIOGEW.T%COT" - OEATTLE. WAE..�NOTON 9010! July 291 1972 City of Renton Water Department Municipal Building Renton, Washington 98055 Attention: Mr. Ron Olson Reference: Contract No. 9352 116th Avenue S.E. to 138th Avenue S.E. Dear Sir: Construction will begin on the above mentioned project in the first week of August. Relocation or construction of your utility should be completed previous to September 30, 1972. It is imperative that this schedule be complimented to allow surfacing and paving before inclement weather. Storm drainage will be a first item of work. There are several physical conflicts that need early attention. Utility relocations or construction must be properly placed as per the contract plans. Sincerely, TRI-SW9 CONSTRUCTION INC. G � Jerry D. Grady JDG:aw IT, �i .; ; arNiCN JUL 2 6197J FYIN6 am 6 "An Fquat Opporturity Employer" L I 4 (�'i7 Lo �a2c �`.^i;_ ^y.?a 2r_:."t`'•�� ._._.._. , � ;.�_�::�. '+:a:� �y. low l. -4is��. AU:i CT:L•7 t� RL:�C� 1��3.?". T(`.]'i SM _. .._.__—.� ig� a r�fn. or Y C ^r rr 9 x 7d , � t , , I � A e r j I t Y ik.,-• • ' ; ENGIN:EkS ESTIMATE — - - - - i0Tr-: •`: +? _ = R L3S49 DATZ: Ob/C1/72 PA'- 4 SUS TOTAL . . - - ----- AM.75 - - 0.0 FOR STATE SALES T: X FOR CG+vTINCENCIES 11.000 rOR ENUINEEKING SIGNS ViD TRI.FF1C COtrTkfL !1::RK OC.':E by STATE FORCES: S:AIGi\G 5 SCU.OJ 6 .> - ----- - TCTLL . AGkEE%t_;4TS: S -o498.75 t _CITY CF RENTCI PART ICIPATI!:G-AGkEE:'.Ei:F_—.. GRAND TOTAL S 187843.12 .]+ la - } e"fft r' ENGINEERS ESTIMATE - - -- „•Tr DATE: 08/01/72 PAGE ? _ 4 ITEM DESCRIPT 1G1v UYIiS UNIT YRjCi: Ot;A#VTITV p�•- T C,.TZ-t hiAf ,%S TYPE 1 _. - - - - EAC4 300.00 14. F:Sj.':S TYPE 2 E CH 45J.C,,G OASItiS - 1°r,.00 EACH 100.fi0___ ORATE 1..LETS EACH 350,0J 3. S'cG1:.G ACRE FE• ar,I:= TILIZING p0.W ACnE 200.00 2. - - 000..' 1 Cc`:cC7 CCF:C. CL,.; A%D GUTTER L.F. 2.53 L.F. 4725. TY?E a BLOCK TRAFFIC CL; .'- - _. - - __..-__.. ._._. 1.5J _ ._-- - ---_ - -•� . _ - _ TYJE C BLOCK TRAFFIC CURS L.F. 1.75 267• 457.25 • -" PLASTIC TRAFFIC BUTTONS - -- - `'` EACH •� CH 4.0." 99. 796.JG -- LA-- Nr+RKERS TYPE NO, 1 -_ HU:;. 60.OU 6.5C 390.00 l^. >!ARKERS TYPE NO. 2A hUN. RI nT GF !.AV MARKERS EACH - 210 Q0 1 __. - 0 10 0 • ' 20.0 21. 420.00 - : JMENT CASES 'a10 COVERS - - - EaCn - SG.gJ - - _ _ - - 6. 400.00. ( ENT CCNCRETE S10E4'ALK _ ! 1` _ _ S.Y. 6.7� 3150. 21%fi2.50 ' e Cr•, P.J PLACEO RIPRAP C.Y. 50.31 '-- -- - - LLUR. SYSTEM COMPLETE S.A.S. 2293 L.S. 28800.OD 1 - 1 . 28 ;00.00 L.S. - - ---- 710.,...�- -------- " 1. - 770.OJ , _ EKiKEI:CY TRAFFIC CONTROL L.S. _5^J.G,I - 11 FL ^r,IkG AT FIXED -_ - - 1' U I � ED PRICE - - - - - O.GO - - - - hLUK 4.U0 2UG. _ n 0.CO i l 1 .r e '"r l.fi.,sfA M ' �. o. 3 E71GINSFAS ESTI%;LTI L;$49 DATE: OKlC1/77 � F ,,, �• ITEM CESCi:IFTlGt. U.<ITS U\IS PK!cc C,,:A:.T1TY i •:nU�HEJ soKFar.!vc TOP C:UkSE T `1 4.F0 t =69f•.08 i 0 2d2U. fiA•SE COUKSE 10:< ASvr1AlT CONCRETE vA_Vr.OE'.i 15 r4�T FGi TACK COAT TON 75.410 .. 00.W CI AS.`. H TO': -- 10.00 _ -- . 34i1G. 3,-(i00.00 .- "C:'e.^:G ASPH,x,LT CC :CRETE vAVEMENT S.Y. 1.30 10G.'. 1^1-OO.00 ..HGc WI FILLER FIacD PRICE 7 'D•• SG,:":. CIHEA ITEMS _ - . .. - - -- ----- -. . -CG:CdETE CLASS C C.Y. 15U,CJ .. 75C..00 - DkAI, PIPE A W DIA. L.F. 3.50 157. 544.5� U:.G_RDkSTW PIPp 6 " DIA. L.F. SCH. A CULVEKT PIPE 12" Olt. L.F. 4.25 125. 531.2` TRT 2 STL CJLV P;PE 0.064" TH 5411 D. L.F. 30. U 105. i50.00 t PL CV' C OR V.C. SEWEk PIPE b " DIA. L.F. 3.03 136. =24.00 PL CONC OR Y.G. SEWER PIPE 12^ CIA. - L -- 4.50 329. - - - - 1480.50 -- PL CONC CP, Y.C. SERER PIPE 15" DIA. L.F. 5.25 Sri. 2b2.50 _ - - PL CCNC OR Y.C. SEIrtR V!7E It;" CIA. L.F. 7.00 Ilc. 312.00 CL 11 REP., CO.-C SERER PIPE 42" DIA. L.F. 27.5u 225. 137.50 _ _.. - ------ - -- - -- � TkT 7 STL $E-tE? VIPE 0.06411Ty 12^JIA. L.F. 6-.00 672. 032.00 TP.T 2 STL S^cI:ER PIPE 0.064"Th 18"OIn. L.F. 7.00 447. 1129.00 - ---- - iE5T31/C Scl.•Er^^. PIPE L.P. O,SJ NOb. rx^c .CJ x{:.'erL.ES U-:OEk 12 FEET 72111, DiA. UTA EACr! b00.00 .. 3. sJ0.02 1 ACJUST MA`!hCLES EACH 150.00 9. '35C.00 i " k ] 1 I 1 i I I I � -sASNI`GTCX STJ:Tt DFPAeTPEMT L. IST 1CT !{0. • SEiITTIc i # i i ENG INEtRS EST Ir'.1TE - SK 515 R-MTJS:: Pv:v j Dk IV TO Jn:-Ll WAY Gi.: M1 :D cST1F'1T.: , _ L3544 _ . _ CS 1741-1 E _ DATE: 00/01/ 12 ITE't DESCkIPTION u\ITS ON17 P'sICc QUANT17Y a :.i•1l17ATlp; L, I L. ^, C.0 1 .. CLc z. l RRU36TF:G ..,.<'- bCC•.JJ 2.30 ' a40.�. Ri .:J.. Y _XCA VAT I...": C.Y. 1..,.. __. 4'..._. .. _ - 713o.G0 I -cx d ..%.CAWITIU'J C.Y. 3.0: sci. 1500.03 I • ' �L U%'.T 0.5; 2e:0. 110.00 6.10 33. IF0.00 - E CCR PACT I C.f. 0.40 �6470. ---. �. .-._ - 25P 00 SLTTLEKENT tYDICATING U'EVICE TYPE A L.F. 30.0D 40. 270.00 GRAVEL- hilkROO TCN 2.P0 7230. -- i 46C.00 SLC°_ TFEATVr-NT CLASS 6 L.r. C.25 1r1,-. ?�;.GJ r STk'-* TURE EXCAVATION CLASS B -- C.Y. - -� 4.00 -- -ibo; . - - 0O4P.03 GkAVEL 6ACKFILL FOR F-atr:DATIORS CL. B C.Y. $.00 50. 4!"O.C7 7 GRA7:L 6ACKF?LL FOR PIPE LtDDING C.Y. - -- 6.00 - 30?. »56.00 "VeL aACKFUL FOR DRAINS L.Y. .. DITCN EriCAVATII\ C.Y. 4.00 5G. 200.00 }' Ti'l;rr1'.G AND CLEANUP L.S. 1000.03 i. 2.}0a,00 ?:JC'. :DY. FAC:t. t:AL! iN PLiCE .C'. - --- - --- -20.1.-D 30C. _y. _ - 400.03 �•`, CGUxSE Cr%C. AGGREGATE-GKADISG MO. 5 TO'I 5.00 - 21 . 135C 7. T0 GiA4"EL isASE CLASS 9 `: 2.SC 23l1v. e FROJECT NO. W'380 UTILITIES DEiARTMENT CITY OF RENTON WORK ORDER NO. WASHINC'TON DATE SUBMIT; 8/11/72 DATE COMPLE-ED DEPARTIENT Utility Cngineering DESCR_P-,MI OF :!CRK Benson Highway Relocation S7515 From Sta 4174M, to Sta. QW3 NECESSITY WORK TO BE DONE BYt City Forces Contract Lam! Othe:s ITEM QUANTITY UNIT COST AMOUNT Asphaltic Concrete Service Restoration 414 I.Y. 3.13 1,283.40 IS51,09A.77 lnstailatior of main 17,509.27 SUBTOTAL 68,608.04 5% Sales Taj 3,430.40 $72,038.44 TOTAL COST APFROJED BY CUPT. OF UTILITIES _ DATE APPROVED t ti if 1 PROJECT No. W-380 1r,ILITIES DEPARTMENT CITY OF RENTON WORK ORDER NO.- WASHINCTON DATE SUBMITTED 8/11/72 DATE COMPLETED DEPARTMENT 1!tilitX Engineering DESCRIPTIO17 OF WORK Benson Highway Pelocation From Ste 407+08 to Ste 427+08 NECESSITY WORK TO BE DONE BYs City Forces O contract others ITEM QUAWITY UNIT I COST AMCjNT 6" x 4" C.I. Reducar (SE3. 1001) 1 EA 17.7S 17.75 6" Gate Valve Nx'J) 1 EA 82.30 82.80 6" Gate Valve (FLxMJ) 4 E.'1 79.20 316.80 6" Butterfly Valve (MJxMJ) 1 EA 019.20 1,019.20 4" Butterfly Valve (!UxR)) 1 EA ,160.00 2.160.DO 5" M.V.O. Corey Type Fire Hydrant (M) 3 EA 234.00 702.00 84 x 24" C.I. Gate Valve Bores 7 EA 14.10 98.70 Shackle Rod 155 L.F. .32 49.60 " Blow-off Assembly 1 EA 53.50 53.50 6" C.I. Solid Sleeve ('•J40) 2 EA 100.n8 200.16 " C.I. Solid Sleeve (,U. LP) 3 EA 23.00 E9.00 C.I. Solid Sleeve ('17,LP) 1 EA. 16.95 16.95 arge concrete vaults for 16' B.F. I EA .300.00 1.3DO.00 args concrete vaults for 24" S.F. 1 EA .500,% 2,500.00 2" Fire Hydrant Extension 1 FA 59.97 59.97 8" Fire Hydrant Extension 1 EA 69.41 69.41 4" Fire Hydrant Extension 5 EA 78.52 392.60 .' Fire Hydrant Extension 1 FA 50.63 50.63 ncrete Blocking 6.02 C.V. 31.00 248.62 ur.1sh and install select backfill material 4,493.20 Ton 1.50 6,739.80 TOTAL CtXT APPRQJ© PY CUPT. OF UTILITIES DATE APPROVED PROJECT NO. W"380 UTILITIES DEFARTYVIT CITY OF RENTON WORK ORDER NO. WASIIIN"ION DATE SUBMITTED 8/11/72 DATE COMPLETED DEPARTMENT Utility Engineering DESCRI.PTI`JIJ OF WORK Benson Highway Relocation SR515 From Ste 407+08 to Ste 427+08 NECESSITY WORK TO BE DCNE BYt City Forces L� / Contract Others ITEM QUANTITY UNIT COST AMOUNT v 6" C.I. Water Pipe (T.J.) (\ 365 L.F. 2.30 839.50 12" D.I. slater Pipe (T.J.) �J 70 L.F. 5.81 406.70 16" O.I. Water Pipe (T.J. /- 75 L.F. 8.40 630.00 24" D.I. Water Pipe (T.J.)) 2,000 L.F. 13.91 27,820.00 24" C.I. 22 112• Bend (MJx MJ) C) df 2 EA. 260.72 521.44 16" C.I. 11 1/4• Bend (PU KY) � 1 EA. 121.76 121.76 16" C.I. 93• Bend MJ) 2 EA. 744.42 288.84 16" C.I. 22 ,i//2! 6�nd (M)xMJ) 1 EA 121.76 121.76 6" C.I. 1dedd (,4JxMJ) �� 1 EA 25.30 25.30 6" C.I. 0• a jAJxA)) 2 EA 27.60 55.20 12" C.I. 22 112 Bend (MJxW) 2 EA 65.55 131.10 24" x 16" C.I. Tao (`iJxMJ) Fl 2 EA 380.10 760.20 24"x 6" C.T. Tee (PJxFL) L� 3 EA 387.06 1,161.24 24" x 12" C. 1. Tee (VxW) 1 i.A 363.08 363.08 12" x 6" C.I. Tee (YJx4J) 1 EA 109.5: 109.55 12" x 6" C.I. Tee (:4JxFL) 1 LA 109.55 109.55 24" C.I. Plug (:""1) 1 EA 86.52 88.52 24" C.I. Plug (MJ) Tapped 2" 1 CA 93.39 93.39 24" C.I. Plug (!U) 1 EA 10.75 21.75 TOTAL COST APPF,OJED BY CUPT. OF UTILITIES DATE APPROVED 1 � ti 'ROJECT NO. W W Part 2 III'.LITIES DEPARTMENT CITY OF REt70N :VOFiK ORDER NO. WASHIIX-TON DATE SUBMITTED —7- 3-TW--72— DAIE COMPLETED DEPARTMENT Utility Engineering DESCRIFTI0I4 OF WORK Proposed water main relccation - Sh 515 Grady Way to Puqet Dive Ductile Iron 'water Pine (T.•).)Class 3 NECESSITY WORK TO BE DONE BYa City Forces C= Contract Others �] ITEM UANTITY UNIT C.SI' AMOUNT 8" Ductile Iron Pine (T.J.) Cl , 3 1 ,630 L.F. 3.90 E,240.00 8" Gete 'valve ('Ux:ti) 1 EA. 165.00 165.00 6" Gate Valve (FLxF'Ji 1 Ea. 105.00 105.00 8" x 6" C.I. Tee (WxFL) 1 _a. 02.00 32.00 8" C. I. Solid Sleeve (m) 1 Ea. 53.00 53.00 8" C.I. Plug (t'J) 1 Ea. 20.00 20.00 5" HVO Fire Hydrant (Corey Tyve) 1 Ea. 280.00 230.00 6.945.00 56 Tax 347.25 Installation Costs 1 ,600 L.F 3.50 5.600.00 5% Tax 280.00 TOTAL COST APPROVED BY GU 'T. OF CTitI'IT`_S_ DATE APPROVED ti PRO.ECT NO. M-380 Part 1 (fit,) UTILITIES DEPARTMENT CITY OF RENTON Qkr ORDER NO. WASHINC70N DATE SUBMITTED 3-14-72 DATE COMPLETED DEPART'EN7 --.Uts-iLty.Engineering DESCRIPTIOil OF WORK Proposed watermain relocation SR515 Grady Way to Puget Drive a 24" Ductile Iron Water Pipe (T.J.) Class 2 a NECESSITY WORK TO BE DONE By, City Forces r---1 Contract Q Others ITEM UANTITY MIT COST AMOUNT i Installation Costs 2,200 L.F. $5.50 12,100.00 5% Tax 605.00 12,705.00 Materlal Costs 46,387.95 Installation Costs 12.705.00 TOTAL COST 59,092.95 APPROVED BY SUPT. OF UTILITIES DATE APPROVED 77 t T PROTECT N0. W-380 Part 1 171;ITIES CEi ART S'E.;7 CITY OF RE:+7ON WCRK ORDER NO. WASri IF::70N DATE SUBMITTED 3-14-72 DATE COMPLETED DEFARTMEIU a +li w Engineering DESCRIPTION OF WORK Proposed Water main relocation SP. 515 Grady Way to Puget Drive 1` 24" Ductile Iron Water Pipe (T.J.) Class 2 NECESSITY WORK TO BE DONE BY& City Forces C� State Highway Relocation Contract Others ITEM NIITY UNIT COST AMOUNT 6" Gate Valve (FLxMJ) 4 Ea. 105.00 420.00 8" Gate Valve (FLxM)) 2 Ea. 165.00 330.00 16" Gate Valve (M1) + Conc. Vault 1 Ea. 1.309.00 1 ,300.00 24" Butterfly Valve in Conc. Vault 1 Ea. 4,451.00 4.451.001 24"x6" C I. Tee (M)xFL) 4 Ea. 300.00 1 .200.00 24"x 8" C.I. Tee (iiJxFL) 1 EA. 340.0c 340.00 8" x 6" C.I. Tee (M)xFL) 1 Ea 82.DC 82.00 24" x 16" C.I. Tee (113XV 1 Ea 3EO.0 960.00 i 16"xB' C.I. lee (TJxFL) 1 EA 331 .0( 331.00 6" C.I. Solid Sleeve OJ) 1 Ea 27. 27.00 16" C.I. Solid Sleeve (1L1) 1 Ea 233. 233.00 6" C.I. Transition Coupling 1 Ea 31.0c 31.00 8" x 6" C.I. Reducer (PExPE) l Ea 35. 35.00 16" G.I. 45' Bend (10) 1 EA 266.0 266.00 6" C.I. Plug (M1) 4 Ea 14.0 56.00 8" C.I. Plug ("U) 1 Ea 20.0 20.00 16" C.I. Plug ("U) 1 Ea 32.0( 92.OU 24" C.I . Plug (M1) 1 Ea 165. 165.00 24" D.I. Pipe (T.J.) Class 2 ,200 L.F 15.0 33.000.00 5" MVO Fire Hydrants (Corey Type) 3 Ea. 280. 840.00 $ 44,179.00 + 5% 2,208_95 SUB TOTAL COST 4u.387.95 APPROVtL BY CUPT. OF UTILITIES DATE APPROVED MIN 0 4 y •��..,�•w.r ram. 1 �-•�-i••iwM�ui N.j v Fes 1 OJ.�✓Jbd Trni n! •16•�lC w+iS ••,0- .r.S wlr. � lsYiW'Tw.ar_wi py L..LJ✓d � 1 ,,,weM ��.,r .M.l.wue.awip •[•Mry I •VM.WV 10 OI 04 UV) UU431N WUNM u e wl Ot a■�.. _-- -- _ sass t— r Its (— EL'�3S �nMSb/NN C(' , ram.—� ��1 ' 'T "-..1. • . . �I�KYaOn•.._ CMD z •° `� � K •a< < ,'� � "ram i 7 . � 5` i qN i 6z :)3s ----- --- ` � g j { �1,MSd/,M.N :41 - 'bf4arq:W v��ww.u-.. ..�. T. 2 3 N.R.5 E.W.M. .� � Pa� � �+ r :fit► `�� .t ' ('may �r�.paw `Q w t1 r '�v F ./•p PROPO!5 }YAURMAJN �' ,r �� = '� s r . .t s•.i .�' . 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SEC. t9 s 'A~ W�_ . rrawc 1 ' i LA �i • ♦ �1 .f a J a) J ' a.11 ! a 1 �� 1 • V� +r •Y: +avw..r � •'-�,� - � yJ i�t1�A1• "• � �I, aV �� ---- � -hlRlMtt c..aaT `-�! 1 n•a(� il. •� vim• Iti� ~i� i GRADE INTERSECTION �]T f �j� 11{iS+E.'I ! �,.. o r� _ aab•a•w S'. y• • . `OWS OR,ST0- 2 6rPOT w l �Z . 4a ��" 0000POT R- r ca sma '�r .f • fna.a�� r r.T dT.. �!^w"ri'� �'+•"jTR3 ` '' • s-si r t ,; nw ! .i •� .. _ '�' S.IVtJS� / ea:1 � �rLtaSaY..nr Pro 10 V p ya� ` feat'b11 M aO .e•<e PaM AO rx) 2' _ s •.r " ` PRpPO3�D WAIERAwN Rf[OCAI/ON55 C n�. .. ...,a� 1 —r-_. -� - ! �' .-_ I AVr.�!O ♦r a.M♦<MC'r< NW It' SW1/A �' / �.� <`aNAMf +r+'<...ve..ve SEC 20 No ;,1• ,-�uYw IL 0afi� •q a,l.._i+ ....e o aW:o wa„ar< �,a--7— �T an eva• �< e.• .eaa.. T.a.., . .0 •aY= •< _ �e(a. su•�. .r ' _ �• � .. .. -- - .,.�_1 _ r Ni f`w =sa e7....a' su • _ TON N 7 VICNMTr CAM RD,1O49RAOT MAT • 1 i 1 j\l 1A. 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[t • i 90lCttteYl'10.S AYM I•CYIA ' Ifi w ' !iOe�is•tt► Y:SZK� ,r i .. i a,va•.e.v �.ves+a. >..r.w »; : ., - r �— -' - 1 I I .'` �rl\rt+7-i`arC} ` ' ` ', ►'71 �� ./I 3'pNS is !` •w,wJe.tYi.N s,sota.,,, •a�� w - • 61'�.= / �_. r r , r ! • fYt�_- (- i •' S/S M1110 N19N N/�'IYy.�1�M 035GbObN �` S� ._ - � �__-- •� � �- ----' '�_ L _I"' ' 'r� --- ] ��'��.---r_•1 � ii\ � �/�� AA (� �j {�( (� '7 t e �+4':, 1rr w..w wv.i•. �:....- l.�iLt-s YY /Y, � 7 a 7Y L G ,Li :.� ""t[+Ma i..«ee. tw, r .+•a L ^N ab i6►�G arL aM[..,.rw Wy ay /,� Washington State Highway Commission(Continued) March ib, 1972 Page 3, 5 Letter from Washington Surveying and Pating Oureau (Fire lihderrritars) dated )larch 10, 1972. 6. City of Penton. 0rdlnanv2 P2434, dated Septafter 27. 1968. a If further information is required, please oontaCE this office. e Yours very truly, JEM:mj Enc. Jack E. Wilson, P.E. birector of EngineerInn i I 4 Washington State Highwey Commission 41rM 16. 1972 (continued) Raga 2. The estimates are as follows : Part I . . . . . . . . . . . . . . 5 5i,092.45 Part : . . . . . . . . . . . . . . . . 13,772.25 Part 3 . . . . . . . . . . . . . . . . 1 ,209.60 a TOTAL COST (tax included) 73,474.& m The t:ity of Renton has reviewed the subject change proposals, and considers that suffident justification exists to request that these Utility adjustments ue handled by t1e State Highway widening project, based on the "U.S. Department of Transportation, Bureau of Public Dads, Federal Highway Administration, Policy and Procedure Memorandum, transmittal 0148 30-4. dated February 14, 1969, Utility Celocations and Adjustments" , Paragraph 9e (Peim)ursement basis) Reads as folla,:s: 'Additional costs incurred by a UN11ty resulting from ==lying with ravommental or industry •cddes, or currant design practices regularly followed by the utility in its own wort, may be reimbursed provided either of .he following conditions am satisfied, as determined by the State with the concurrence of the division engineer: (1) There is a direct benefit to the highway project, for example, improved appearance, increased hiahway safety, or added orotection. (2) Compliance with such codes or practices is reiuired under Federal, State or local goveminq laws and ordinances. Also enclosed is the substantiating material with regard to the required main sizes and relocations to be installed in SP 515, Benson Highwav Relodation from Grady Way to Puget Drive:- 1. Comprehansive Land Use Plan. 2. Renton Zoning Mari 3. Portion of existing and propc%ed facilities Pro from 1965 system study prepared by CH t4, 4. Letter of 19652Report ;4evision frt* 0121;, dated oecerber 9, 1968. 4 e Marcn 15, 1972 a Washington State Highway Commission Department of !lighways Office of District Engineer District No 1 6431 Corson Avenue S. Seattle. Hashinoton 18108 Attention: Mr. John Berkowitz .Istrict Utility Engineer Re: CS 1741 SR 515 So. 196th Street to Grady Way 1;tiIIty Agreements Gentlemen. Enciosea are upeated plans for the necessary Water l.tility relocations with regard to the aforementioned project, and in particular, the olans for Phase I of this project Grady Way to Puget rive. Because of the existing wale rain locations with regard to the new highway construction, and the existing substandard sizes , it is felt that the existing wins in this area should oe abandoned and replaced .pith new mains at this tine, in accord- ance with the Comprehensive Plan of the Water :,tility. This relocac on or replaceaant plan involves two pressure systems and calls for the installation of. 1. Approximately 221J L.F. of 24" ductile iron main and thus abandoning 1100 L.F. of 15" C.I. , BOB L.F. of S" STL and 550 L.F. of 64 A.C. water main. 2. The installation of 1630 L.F. of 8" C.I. water main and thus abandon- ing 1050 L.F. of 2" ;alv. iatdr main. 3. Finally the installation of 200 L.F. of 6` M. water main and thus abandoning 250 L.F. of 4" C.I. water main. Enclosed are copies of the cost estimates and breakdowns for these rater main changes. The estimates do not include street resto►ation. Dave Hamlin INTER—OFFICE .'Arm Dick Houghton TO: Ron Qlsen ✓' DATE June 6, 1972 FROM: Bert H. McHenry RE: SR 515 (S. Grady Way to Puget Drive UAB Project Talbot Road A8-1-102(21) Attached for your review is a set of the State Hi,:-:iay Department PSdE (plans and cost estimate) for this project. In Please advise me in writing by Monday, June 12, 1972, of your approval and/or recommendations for changes. BHMc:ml --- — ! Attach. ! i June 16, 1972 a City of Seattle le Department of Lighting City Light Building 1015 - 3rd Avenue Seattle, Washington 981J4 Attention: '1r. Hobert E. Wilcox, drector of Administrativt Services Gentlemen. Your office has recently been in contact with the 'Washington State High•ray Department regarding the relocation of the Benson Highway (SR515-Carr Nod to Grady Way )• In conjunction with that street improvement project, the City of Renton will be abandoning an existing waterline within the existing of-way and ill construct a new waterlinn alone) thi westerly margin of ,eoosed street improvement. However, due to certain conflicts within the -of way, we are requesting d utility easement 5 feet in width over the cdriy portion of your aroperties for the purposes of installing the .attneaIn. We have enclosed for your convenience a map provided by the State Highway Department indicating in red the 5 foot easement we are requesting. Also included are utility easement foram describing two parcels of oroperty now owned by the City of Seattle, one of wnicn was ,lust recently acquirad from the United States Government under the Bonneville Power Administratlon trans- mission line easement. Should you have any questions regarding our request, please contact either Mr. Ronald Olsen, Warsr Engineer, or the undersigned, at 235-2631, Thank you for your cooperation in this matter. Yours very truly, Jack E. 6:11 on, P.E. Director of Engineering RLH:mil PUT-- Enc. Engineering Department Bert HcHenry, Utiliti>s Engineer June 19, 1972 Eton Olsen, Utility office Engineer SR5l6 (Talbot road), 3rady Way S. to Puget Urive S. This office has reviewed the D.S. & E. input for the above mentioned proSect. The existing water mains will have to be relocated, and we are presently designing this proposed relocation. We may have to acquire some additional right-of-way via easements to be able to loeate the new main in the proposed r qht-of-way rathe^ than under the pared traveled portion of the road. a If you have any other questions. please contact M. RL0:ad D\. MOMPROW1410W - �• 1 K 1NT '8-GPBICE P.ENO TO . Jack 411e01. Plrector of nna nrerinr DATE January 31. �9?2 PgON: Otillty _nainecrlpa Leta tment HE : Tns Placement of a ccndult and Manheles by the Pacific Northwest Bell Telephone i:ompany from S. 15th at Sh 515 to S, a1111ams street at 4th rvenue ..outh f)T7 , 1. The 10' .:. Pipe shown on the maps is abandoned for service but exists physically still in th9 ground. 2. `n existing 16" C.: . watermain goes S-N on .albot Street (Sh 515) and starts warp.ng northwest at approximately 400' N. of South 15th street. Special attention will be needed at the intersection of South 15th Street/Puget 7rive and Talbot Street (SR 515) . (An ®xistinv, 4" , 6" and 16" water ripe end an abandoned 1A' water pipe) . 3. ± 600' ;forth of South Kenton Village glace but -outh of 8th ,venue (not open) on T-1.bot 'Ttreet (: h 515) is an existing 6" trzmsite A.C . rater pipe constructed inside a 12" concrete casino (80 I..F. length) crossing Talbot ::treat (: ., 515), perpendloular to the street's center line, special stientior will also be required t this '..ocdtlan. 4. Further existing, rater pipes -ire shorn on the maps nd gt,ruld be considered Suring, the construction of the project. ne cc : Bert KcdenryJ � t 71 rt T INTER-OFFICE MEMO TO: Ron Olc n�_—_ _., _ DATE February lA_ 1972 FROM: Rnrt RE: SR515 Please contact Bailey Atkins to discuss conflicts and proposals on the necessary utility relocations involved for SR515 - Talboc Road between Grady Way and Puget Drive. Mr. Atkins is aware of your intention to contact him. ert H. MCHenry BMCH:sn �► 1 ro t: r . i HIGHLANDS J`AtiS I _• TANX ZONt r_J InsxuRRs i"' ( Fac,E v-: : RESERVOIRS.TARI R NOSIER$1A,109 r--•� '0 TIFFANY PARK IOO$iER STATION A / x ia• eI OLIVET \ ix- r �J ` •�_—_ - .�.__ STEEL TARS ' HIGHLANDS , eRORR netts R ll'al siRnRR ( CEMETERY H'LL RESERVOIR _ r 7A _ \ \ ( r il ZONE _ .79 \\ x I��REUvs �• J�:. �r �r ,� L s ROLLING FetoaLMSC140% __ - \V 9005TEK STATOR YQ—E NYDALE RENTON \� HILLS t • / `x• WELL Pi \\ / 7c 1/ WILL 142 •� HlllO I K �• —� , �� FRED NELSON! SCHOOL iR(ROT 1C —� SRRIMILOOR I TALBOT HILL _1SP_RINGBROOK TRANSMCo ISSION WEST HILL S �•� IEASLINGTONIC / --- L•j,—_\LJ ,`. // I FUTURE ! INDUSTRIAL AREA FIGURE 15 CITY OF REN'ON, wASMINGTON WATER SYSTEM INVESTIGATION EXISTING AND PROPOSED SYSTEM FACILITIES • _. Ce comfit,B AS' v'Iq R utcaysR,' 3: Iicl� 4- 9 DCctt nY 1968 Page -2- 1> 3. ':is recent `'ailure of the 1 .cll trunk main bereath thm freeway ups a warnfYrr of the vulrcrd',ility of i;rlc systnm. it h . trr . r { ! k'4 Av,ly beoa fr f r.°t to er..ond tar, proposed 16-inch r;nir. for 'rll No. 8 - (IJI j at 313) t AT,tr45 t pliv4t to bypass the section oyr�' con.tr::cted. h. ';re ..ip^:n; ncl cr^t;:ri ng faei)itic^ at hell', l and 2 cr,,:)d I,r: f irp ovcu a:U ro+ inn ❑ade for 7. )pl ;catlon of cl.lcrir.e r;rd fluo. td ! by r„*.al ,inn a rcw trunk Twin past the wells and perullol to an river. S. hp in ^. nchw y A rC1•f �lif,.4way is proposed rarallel to t. ex.., .irr :�.r.,, F ..a and close to Ti,l'uot Rr;servoirs. This r+orJ: Y:il) relocation of the existin,7 trunk min perr.:: rrn i a,. rt csermirs. Advantage could be taken of this work to lav a rew rain as part of the roadworks. 6. ., pri min of large earacity liakirn `a1 .ot 2;^crvn . Jell . anc; ;:t. Olivet reservoir .oLid r,iV fle%ijil'tY a,.d reli h.ability o? operation. �• For t!e reasons given above, ar reco :-rd ^hat th > p, nc;?lc• of aw 24-irrch <Ii:u:oLer rain lirdcicg tit. Olivet anr, Talbot 'es:>rvo,r ra eiis Win' . 1, 2, Ri % F p , C rttt 't. Olivet d.iC YUL + r# r nc ' ,. :•c;i b.n% of Cr. r R vet s S ( c Crad+ - c.'. l�iL t,wca �, LiOPr.ay PrpeC • cotl7 s c•e,1 :re educed.Qac. I ,l . s a r :a nch al d a ncy: route Chosen Navin r£ and to r coi.t ro:.d;AYk in t``at area. . , _•,:..:� I4 z'n cci.- d Jtat tl,z promo rc.` ,^airy rep s corsiorreb)e x $ CXpC..ul t!.rC t!.J�. Pkls� �. . Cd over a'r,.t,.'`C. o` years. ro:; vnr, {'+? orc.ld •�"� .>•4+' "S'i quote from page b3 or .Le )CCS report as follows: "+ '. °T$GPC are r 1 ,Si tc'.r +s)'S te!:S '::1 C C:.^ .ra l'/ rQVic:ed ::i.tF: mains lJiti Ch ;taVr pY. L.My have semp, c,_.ir.r. wiiie4: ':ct:7; have installe•C in )CY^dr' 0ametnrs, even bT;ed upim information avnlla""o ct tho tiT: of installation." I` we can provide furthn'^ information rn the prpposed plan, contact us. Very truly yours, COR!iELL, HO'';IAND, HAYES B MERRIFIEL✓ I Antony C. Sarncs AC8/dc i i �t r a a ._. r . ik i S-4563.5 9 December 1968 i'r. Jack :i11s011 Ci tv Engiceer City of Renton City Nall Renton, 'Washington 98055 Proposed 24-Inch ;.,i Dear Jack: to Taibat e^arvair._ s in t:e water ;Following our our conversations YegcrG.rg echadulin3^tr nc: :+ > systr.n, v;e have reviewed in particular Projects 17, a cf c � study. in ti1C 11cht of circumstances 11.0'4 existinq. IT.C. J 1 ; r c'roived in planning these t:^unk r,.ain i prove. .nzs .re cisu c o� -s 52 4 2 of the study report, and the statement is rad0 Lh.t ° .(.a:•`sion s`oul.. 1 \e to all relevairt factors which apply in:nediately prier to co-s,ru'ZiOn, an: tie J overall plait should be flexible enough to permit changes to be rade as :ctcre circumstances dictate." Ua inU^_nt of tta thrcc projects mentioned .-:rive was to nro'ricC rcra :rank rain capacity betlacan laliiat ResCYvoir and lt. 011Vet R^v5arV0i Y. t••- =CTe tine the nronosed rains touid reinforce the dis:rib 'ion system in the d'untorm area and 11,1; existinq 12-inc:i mains which are inadcquazaly ,00:eC. It ..,s assu,:ed that file Spring rook supply lrould be increased to the 2.5 mgd capacity of the Springbrook transaission line. We na..r wish to rCcc:..,end a •revision of Projects 17. 34, 36, and 33 for reasons discussed below- 1. Exploratory drilling at Sp;"irrbroo:: hLs co�c tc r, va:y su ces;:' i, and 'the new ;:all 'io. 8 has been drilled and cGuicaed in Cac:ar :'.ivrr Park. It of theeCedarrRivere that alluvialditional fan, andv+that aells +ea willll ae rbel`oeimajar area source of supply. 2. It is to be expected that tousing devClonrent w111 continue zt Rolling dills and Tiffany Park, and the possSbility of industrial developn'rt southeast of the Longacres Race Track should always be borne in mind. Foility to deliver water to the areas is important. MUM � ji FIRE INSURANCE AND APPURTENANT COVERAGES n ,. Ianawaan •.nrou • dAMLM OFFICE a eu maae •L•a+. •ur+er"c [►O[AM[ a"anw000 eLeC cw nr Ywr".0 • o •o• r r .• L[.Ilc cn -".... SEATTLE, WASHINGTON 99111 rvnm nu wo+ao ro" TACOYA noar uoa n.w cLMIX "r...Y...Ya. March 10, 1972 •"""°""•".°•" u Mr. Ron Olsen Utility Department City of Renton Renton, Wa, 98055 Benson, Hi.Ll Re:�Ication Reference: Water Project 380, (SR 515) Dear Mr. Olsen: This office has reviewed the plans for the above project and concur that the main size should be 24-inch, since it is an integral part of the overall city supply system. Very truly yours, / L"lq t L.A. Leonard, Chief Engineer LAL:dj Public Fire Protection Dept. 'Y i tireuastaw.s, shall not affect the validity of the remainder of this Ordinate or the validity of its application to other persons or r.ircumetances. SECTION VII : ,.ny and all Ordinances or parts of Ordinances in conflict herewith are hereby repealed. SECTION VIII: This Ordinance shall be in full force and affect Jrum and after its passage, approval and legal publication. PASSED BY THE CITY COUNCIL thin _day of September , 196 , a a Helmie elcon, Ctty C ark APPROVED BY THE MAYOR this ��A day of ^,apt r, 196E. �0� Do%uld .r. Custer, Mayor APPROT To PORM: Gerard M. S e lane, City Attorney Date of Publicrr4,,n: SEP iJbd 1 $4 reserves the right, upon approval of the City Council, to participate in the installa- tion of toy oversized water line extensions or additional or extra Smprovesents relative to such installations. SECTION II. PRIVATE 4ATER - FIRE SERVICE: Services for fire protection moat be metered uc deteetor checked at the expense of the owner and fitted with such fixtures only as are needed for fire protection and moat be entirely disconnected from those used for other purposes. The charges for sucn fire protection services are hereby established as follows: is Size of Line Charge Per Month 4 Inch $2.50 6 Loch 3.50 No charge will be made for water used in extinguishing fire if the owner or occupant of the promises where such fire occurs gives written notice to the office of the Superintendent within Mn (10) days from the date of such fire. In no case will any tip be made upon any pipe used for fire service purposes or any tank connected therewith. nor shall the use of any water be permitted through any fire service nor through any pipes, took$ or other fixtures therewith connected for any purposes except the exting- uishing of fire on such premises or testing flows for fire coat o1 purposes. SUMON III: Whenever any change to the use, occupancy or construction of any premises or purposes as herelnabove defined require any increased fine and hydrant protection, the owner, owners or person in charge of such premises sM11 proceed promptly tovard securing adequate protection and all such installation or changes to be completed providing for such increased fire protection, prior to the use or occupancy of such facilities. SECTIDA TV: Unlawful Conduct: It shall be unlowtul for any person, firm or corporation to ow, occupy or use any building or structure as hereinabove defined to Sections B ,C 6 D unless such building or structure is located within 165 feet of any fire hydrant. SECTION V: Violation - Penalties: Any person violating any provision or term of this Ordinance shall, upon conviction thateof, be punished by a fine of not more than Five Hundred Dollars ($500.00) or by imprisonment for not more than ninety (90) days, or by both such fine and imprisonment. SECTION V1: Saverability: The invalidity of any article, section, subsection, -' provision, clause or portion hereof, or the invalidity thereof to any person or -3- "FuT VIVO n... or building is umad for school, church, rest home, hospital or multiple residential apartments (four individual spar tmant unics or more) or any other place of public assembly, and wheresoeeer located, shall, at his expense install or cause to be installed iirghydrant or hydrants unless adequate add sufficiaat hydrants are located or accessible=mitbia 165 feet of any such building or structure. The number, locating, also and type of such hydrant or hydrants to be Installed shall be as specified in the above'peragraph B, further reference hereby had thereto, and all of such installation to be Approved by the City Fire Department. s D. Fire Hydrants - Special Locations: In addition to the furegofng require- s moats, additional hydrant or hydrants may be required or separately required in areas which are being utilized for open storage of flammebleproducts, including llatalaYle liquids, or other areas of special fire hazards with spacing and floor requirements based on the fire protection required in each instance, the number, ■ize, type and location of hydrants for rho aforesaid purpose shell be as specified in above paragraph 9 sod all of such Installations to be subject to the approval of the Fire Department. R. Multiple Uses - Contract: In the event that the installation of any such fire hydrant or hydrants as above set forth, and the connecting system pertaining thereto, should benefit two or more properties then the owners of such benefited properties shall she** the cost of such installation in the proportion of the benefits so derived. Whenever an owner to required to 'nstall such fire hydrant or lira hydrants under the provision of this Ordinance and which installation will benefit other properties not owned or controlled by such owner, then in anp such come such ownsr may apply to the City for an agreement under the provisions of the "Municipal Water and Sewer Facilities Act" known an Chapter " I of the Session Laws of 1959 and any such .greemenC between such owner and the City shall run for a period not to exceed five (5) years and thus permit such owner co -stover a portion of the cost of such initial installation from othar osrtiss is the event of any such future hook up or connection. Such contract shall further provide that the owner of any building or structure subsequently erected shall not be permitted, during the term of the aforesaid contract, to make any hock up or connection to the City's water system or to say such hydran• until such owner has paid his proportionate fair share of the initial cost of such Installation to set forth in said contract. Any such agreement entered into between such owner causing such installation and the City shall be filed for record with the King C.unty .udttor's office and thereupon such filing shall constitute due notice of the: terms and requirements therein specified to all other parties. The City further y � -2- ORDINe110E N0. ,J ORDIX WE OF THL CITY OF RENTON, aASHINO'TON, hNENDING SECTION 3-224 OF TITLE III (DEPARIKENTS) OF ORDIN WE No. 162: ENTITLED "CODE OF GENERAL ORDINAM&S OF THE CITY Of BUNION RELATING TO FIRE PROTEc,1TAN, INSTALLATION Of HYDRnNTS, AUTHORIZING COITW=S AND PROVIDING PENALTIES FOR THE VIOLATION THKREOF BE IT ORDAINED RT THE MAYOR AND THE CITY COUNCIL OF THE CITY OF RENTON, "SUMTt1, AS FOLLOWS: SgM I_ Existing Section 3-224 entitled 'lire Protection! of Title III (Departments) of Ordinance No. 162a is hereby amended to read as follows: u S_AMOB 3-224, as amended: A. The following provisions and regulations are adopted as part of the City's Fire Prevention Program to abate existing fire hazards, to investigate the cause, origin and circumstances of fires, to inspect potential fire hazards, to control the means and adequacy of the construction and safety of buildings in came of fires, within eomercial, business, industrial or manufacturing areas and all other places I* which numbers of persons work, most, live or congregate, as hereinafter more particularly set forth. S. fire Hydrant& in Commercial. a"We#, Ind«strlal and henufacturian Arse- The owner of any building hereafter constructed or used, in the City of-Renton which building or structure in not located or accessible within 165 feet of any fire hydrant and such butidieg or structure being located or situate in any area zoned and to be used, or actually used for any coasercial, business, Industrial or manufacturing purpose shall, at his expense, install or cause to have installed fire hydrant or hydrants together with the necessary pipes, appurtenance& and connections in order to connect and hook on said hydrant or hydrants to the City's existing water supply. The number and location of such hydrants shall be in accordance with good fire engineering practice and standards, the size, location, and construction to comply with the rules and regulations of the "American Insurance Association' formerly know as the"Mstional Board of Fire Dnderwritery iod all of such installations to be duly approved by the Ftre Deportment prior to its acceptance tbereof by the City. The aforesaid requirements shall likewise apply to any such building or structure as hereiaabove defined wLLch is hereafter annexed to the City of Renton. C. fire Hydrants to Other Areas: The owner or party in control of any In building hereafter constructed/ear annexed to the City of Renton and which said structure .1. + 4 1 JINGLE FAMILY An area ' ntended primarily to be occupied by a single family dwelling unit or related compatible uses. I.OW DENSITY MULTI -FAMILY An area intended primarily for two-family dwellings, provided that the maximum building area does not exceed 45 percent of the land area . MEDIUM DENSITY MULTI -FAMILY An area intended primarily for residential uses allowing a ssximum of 73 dwelling units Per gross acre, a maximum of 3 stories , and a maximum ■ of 45 percent of the land area developed . HIGH DENSITY MULTI-FAMILY An area intended primarily for residential uses allowing the maximum number of dwelling units, the maximum number of stories, and the maximum proportion of land area coverage permitted in the city. COMMERCIAL An area intended primarily as a retail area with some non-industrial wholesale and service activities , office buildings, and uses devoted tr the tra• eling puhlic , such as hotels and mo'els. LIGHT INDUSTRY OR MANUFACTURING PARK An area primarily designated as having industrial activities and uses involving the processing , handling and creating of products, also research and technological processes which are devoid of nuisance factors, hazard or excessive demands upon public facilities and services. HEAVY INDUSTRY An area primarily designated as having industrial activities and uses involving manufacturing , assembling and processing , bulk handling of products , large amounts of storage , warehousing, heavy trucking and All other uses , except single family and duplex dwellings. PUBLIC AND QUASI -PUBLIC Those areas in which publicly a 1 certain privately owned uses are located, which include utiliti , health care, churches, clubs, or philanthropic institutions pr nprily designed to promote the public welfare or serve the public o . a non-profit basis. RECREATION Those areas designated Primarily for leisure time pursuits by members of the public , for active and passive recreation which includes such lend uses as parks and playgrounds . GREEN BELT (LIMITED DEVELOPMENT AREA) An area ith severe topographic, ground water, slide potential or other physical conditions which impair development , and is intended to be de eloped in extremely low density single family, recreation, open space, or other compatible low density use. *, i KVt@M OeTOKR ' COMPRE. ENSIVE r LAN REPr.'ON PLANNING C<)MMLSEION I � _. I i un rnm a �- O lE�.eosrrr Mxr r aArr ,.� O nas amr•ru�x _ .� J p.aus LAKE rI {{{ a WASHINGTON , � � J 1 11 ^ I r 1 i I - Y YONr69 :OMPRENENSIVE LAND USE PLAN The Comprehensive Land Use Plan is an official public document adopted by the City Council as a policy guide to decisions regardin - '.e physical development of the community. It indicates in a gene . ' way what the people of the community consider as desirabie future land use development. The areas denoted on the map above are generalized; for more specific information contact ! the Renton Planning Department, The definitions listed on the back will aid in interpreting the Map. Specific uses permittea in each area can be found in the inning Code of the City of Renton . PROUT.C7 NO. W-380 Part 3 UTILITIES DEPARTNENT CITY OF P.EN7014 WORK ORDER KO• WASHINC-ION DATE SUBMITTED DATE CCMPLETED DEPARTMENT '"lir„ Engineering DESCRIPTION OF WORK Proposed Watermain relocation SR515 Grady Way to Puget Drive 6" Ductile Iron Water Pipe (T.J. Cl . 3 NECESSITY WORK TO BE DONE BYi City Forces r—,—1 Contract Others ITEM UANTITY U, :,T COST AMOUNT 6" D.i. Water Pipe (T.J.) C1. 3 200 L.F. 3.00 600.00 12" x 6" C.I. Tee (YJxMJ) 1 Ea. 146.00 140.00 6" C.I. Solid Sieeve N) I Ea 27.00 27.00 � 4" C.I. Solid Sleeve (1U) 1 EA 19.00 19.00 16" C.I. 22 1/2" Bend (10) 1 Ea. 1 46.00 46.00 6" x 4" C.I. keducer (PExPE) 1 Ea. 20.00 20.00 $ 852.00 5" Tax 42.60 installation Costs 200 L.F. 1.50 300.00 5% Tax 15.00 �— TOTAL COST $1 209.60 APPROVED BY SUP':, OF UTIL:. :S DATE APPROVED_ 1 i► ESTIMATE ONLY B-29-72 R.L.O. S,']iEDi'Ia OF FASCE6 (W-3B0) UUTT TOTAL neaca Pam— ' '— )� OiWRITi 1 Isla LP Laatall 24• Ductile Iron, Class I (T.J.) Water Pipe S 9_gn Ifd_ Mr L.T. 1 (Piquurvel i � 44 L/ 1",all 16. Ductile Iron, Clsaa 2 (T.J.) Water Pipe _ 1 ?g 40 Pei L.P. 3 S4 ly tent&,, 12. Ductile Iron, Class 2 (T.J.) Water Pipe 8 q0. 432.00 per L.P. 4 1M IF iWstall S. Ductile Iron, Class 3 (T.J.) we: or Pipe 6 00 48 P4Wt L.P. s asp Y Install 6• Ductile Iron, Class 2 (T.J.) Water Pipe 4.00 1 .800.00 Par L.P. ` Ia LI LaWtmll 4• Cast Iron (T.J.) Water ripe 2.00 36.00 Pm L.P. a Y PWrn1sA in part ana Install 14' Butterfly valve Arsambly in COM- vomit 900.00 i ,800 ----------— Per each a IWatall 16• Butte.ilY Valw t i00.00 200.00 Assembly Per Each Install9 1 RikPuv,ieh in Port a" with by-IpYd get* Valve AmeoiblY ralw in Cm.. vault 150.00 450. 0 Per Each t� 2 PROJBCT NO. w I I.I1..:5 DEPARTI&K: .:T"TY OF RENTfN MORN ORDER 140. _— MASHIP'. DATE SUBMITTED_ DATE CONPL6'i.9D �EFARTNENI DESCRIPTION ^F MM, �e NECESSITY MCkK IO BE DONE BYE i— City Forces Contract O Others C MA ITV UNIT COST AMMHT 6" C. " Tee OUYFL} 1 Ep 4g 4p 48.40 5" MVO, Fire Hydrant (NJ CMP) 2 EA 2W.we 7�gg pp�� 12" Fire Hydrant Extension Section 2 EA 59.47 119.44 Smith Blair 1313 12'' x 2" Saddles 2 EA 15.80 31.60 Smith Blair 0411 2" Flex Coupling i EA 4.90 4.60 2" x 24" Galy. Iran Nipple (S x Sj 1 EA 2.76 2.76 2" x 12" Galy. Iron Nipple (S x S) 2 EA 1 .99 MR 2" x 6" GA N. Iran Mipple x S) `2 EA 1 . .EA 72 144 2M Galr. Iron 9 Bend (S x S) 50 1 EA 29.75 19.75 2 Gate Valve (S x S) 2 EA 100 2.00 2" Galy. Iran Plug (S) . 1 $ .115.11 5% Sales Tax 1,743 b4 �— TOTAL COST 76,620.65 J APPR(NED EY SJPT. OF UTILITIES DATE AFPROYED R � PROJECT No. UTILI':.aS DEPARTMENT CITY OF RE14TON 1 W= CF0ER NO. WHIN(T(N DATE SUBMITTED &Ip 2L 19 UAB TIME SHEET CHARGE 0S36 DATE COMPLETED DEPARTMENT Water DESCRIPTION OF s1CBK U.A.B. Project 8-1-102(21) Talbot Rd. S. from S. Grady Way to Puget Drive S. State Mivbway S1 515 (material only) NECESSITY MCRK TO REDONE BYt (State Hi0em Construction) City Forcac O 90; UAB Account #302-542/13/63(4,) contract 10% FWT. Account 0301-542/13 63 47 Ogle-s O _ rrEM UANIITY UN!T12.4 AMOUN: 24" Duct. Iran, Cl #1 , Water Pipe 1512 IT 19,187.28 16" Duct. Iron, Cl # 2. Water Pipe 144 LF1 ,247.04 12" Wet. Iran, Cl $2, Water Pipe 54 LF 307.66 8" Duct. Iron, C'1 03, Water Pipe 108 LF 402.84 6" Duct. Iron, Cl #2, Water Pipe 450 LF 1 ,120.50 4" Cast Iron, Water Pipe 18 LF 1.456 26.19 24" Butterfly Valve MJ x MJ 2 EA 2160. 4,320.00 16" Butterfly Valve MJ x Mai 2 FA 1 :019.2 2,038.40 12" Gate Valve MJ x MJ 1 EA 252 ? 252.95 8" Gate Valve FL x MJ 2 EA 123. 246.60 6" Gate Valve FL X MJ 3 EA 79.20 237.60 6" Gate Valve (NJ x MJ) 1 EA I 82. 82.80 8" x 24" C.I. Gate Halve Boxes 8 EA 14.10 112.80 24" x 8" C.I. Cross (MJ x FL) i EA 787.50 787.50 24" x 16" C.I. Tee (ALL MJ 2 EA 380.1 760.20 24" x 12" C.I. Tee AL1_ MJ 1 EA 363.08 363.80 il: x F E:i: ?e6e fIb x ki 1 H 106:99 N-19 12" x 6" C.I Tee (ALL MJ) 1 EA 102.0 102.00 16" C. I. 906 Bead (NJ x MJ) 2 EA 144.42 288.84 16" C. i. 22 112 riend (M) x MJ) 2 EA 121,7 243.52 8" C. I. 45° Bena (MJ x K)) 4 EA 35.65 142.60 6" C. I. 900 BeSd ?NJ x MJ) 2 EA 27.6 $5.20 6" C. i. 22 1/2 Eend (MJ x MJ) 1 EA 25.3 25.30 8" x 6" C. I. Reducer (PE x Seb, M)) 2 EA 25. 50.00 6" x 4" C. 7. Reducer (PE x Sob, NJ) 1 EA 17.7 17.75 16" C. I. id Sleeve (LP) 4 EA :00.8 403.52 6" C. I. jolid Sleeve (LP i EA 23. 23.80 4" C. I. Solid Sleeve (LP 1 EA 16.9 61.95 6" C. '. x 6" AC Transition oupling JA 24.0 48.00 6" C. x 6" SO Transition Coupling 29, 58.OD 24" C. I Plugs (MJ) 88.5 111.04 24" C. I Plugs TJ Tapped 2" 246.7 493.58 12" C. I Plugs 140 20.7 20.75 T07AL COST - APPROVED SY `;UPT. OF UTILITIES DATE APPROVED 1 4 August 30, 1972 To: Bert :'..cHenry From: Ron Olsen Subject: UAB Project 418-1-102(21) Talbot Road s. !W-38o) ----------------------------------------------------------------------- The construction of this street widening project will requi•s the relo- cation of the existing water ;rains and the installation of a new water line between South Renton Village Flaoe and Puget Drive. The design of the new main size .ass based on the design requirements of the State Highway Department (20 year highway life), the Washington Survey and Rating Bureaus, Design Requirement (which are a part of the City of Renton, Water Utilities, Ordinances), a copy of which is attached. And, finally, the designed size is part of a proposed main installation that is in the City or Renton's ten-year capit 1 improve- ment prooran.. The total m...te v' material on this project, tax included, is $36,620.65. (Material estimate is attached.) The total estimate for installation including the reinstallation of w. 'er services is $30,642.70. (installation estimate is attached.) The total estimate for the project including approximately $3000.00 for Engineering is $70,463.35. The State Highway Department is providing approximately $45,000.00 toward this relocation project. This would leave approximately $26,000.00 of the cost of the utility relocation for the City of Renton. We request the UAH/Forward Thrust provide the $26,000.00 participating cost for work involved in relocating and providing materials for the utility adjustment necessary in this project in order to bid this work. The need for hid&nq the work in Talbot Road is due to the cost being in excess of $5,0 ,n.00 in materialu and work. Jex, RO:pmp - Attachment A � S �id'I December 11, 1972 To: Ron Olsen From: Bert McHenry Subject: August 30, 1972 Memo Requesting $26,000 from UAB/Forward Thrust Funds for Participation on Water Utility Bork - Talbot Road South ------------------------------ ------------------------------------- Review of your reasons and background for your request for $26,000 U.AB/Forward Thrust funding does not provide sufficient reason for charges against Forward Thrust or CAB funding. It is apparent from review that the r;ighway Department is providing the primary replacement and adjustment and the $26,000 is primarily dup to increasing size on the specific water line beyond that pro- vided by the Highway Department. Therefore, at this time, your request for UAB/Forward Thrust extra funding on this project is denied. BHlC:an 9 Obccmhpr 1468 Page t:ir,. 1G• Inch trunk rain beneath thn fre&a4y i •,„,...R .,., c vulnerabiiit,V of tivc sYstmn, It ha. testa- ' to ' .. . nd r;I: proposed 16-inch lain frr Well No. C . . • bypass the section ovrr w;jlCi: ,:iA is facilit:cr. at Wells 1 and 2 could be ro✓; ,;c for a•,I,l ;eation of chl;rime and ry now trunx rain past the wells and parallel rfb to ,rari ' ; . A, •YIr �j M1k 5. A new M(Ji .iy is pronased naraliel to the exis*inn ;:orsor. and close to TaiveL Reservoirs. This aori: will i , olve :-v.jor relnellion of the existinrt truniC min nort'i free a Sot Advantage could be taken of this wort: to lay a mew rain as par: of , a the roadworks. �r 6. / npa lain o` Iarge C'P. •ity Iin'r.ino Tal.ot Rcsorvn!;r; e C^riar LI✓:! iVL' rc:ervoir would r,i+ fle7.4..1 "Iv ^� re'liaaiiity o: or•:ratier.. V For t:n^ n_.so;; riven a!nw., we reca.r,crd that zho prim-ciplr: of t r:rrw !•i-inch dial„eter ,:...in lin:':ir:g fit. Olivet and Talbot ',:ser':oirs and sells pn ';7vCa, t,:e basic mute fmil 01 J? a' I. v- h, r ban% of Cc,'ar ni vor, t.ol11 S c'- ., +), ('aCy y ::nc Tabot !toad ner! kigu::ay (Project 33i. r'rbj iT e rsduced -'inch and a ricw ),catC chosen havinc ru+,ard to rocaa,t roac:a+rr, in tiat proposed L--inC,i rain repr._.......s consioerabie CApenJitJYC $!' Ims i _ 5:'l".ia gVQr a Ili;' „^r o7 yozxs. i:ci:ev^r, we would quote from no, ,; of 'cite 1965 report as follows: are fcw w,,ter s"Stems v!.'aci CZii truly :;i Said h 1'�i'+iL2d 5'.ti^ ...a iris ilia Ch I:avo t'1:'CYbG OVa';rS'; J;d, I4 :`+` n ,:C ::Jl uav,; soli[ rr4ins IYilieh ahrJ.,! i,a'✓' t'mcn ins..'. .ii`.. in larq;:r cirm-izers, even rased upon informa ion availa„la a., ct:e time of installation." I` we can provide furtho^ information rn the proposed plan, contac_ us. Very truly -/curs, CORNELL, HOt:'LAND, HAYES & INER4FIELC Antony C. 3arnes IM/dc -r r .F� �' sp, S-4563.9 A , 9 December 1968 r. Jack SNIson Cite Eogirrer Clty of -anton City Hall Renton, Washington 93055 Proposed 24-L ch . "in ' t. Olivet Reservoir Dear Jack: to Talbot 2ss3rveirs _ dtyr Following our conversations regarding son-dulinn i p,ava.-,,:nts in the water system, we have reviewed in particular Projects 17, 34, ar,d 33 of cur ISE; study, in toe Bight of circuwutanees ro:•i existirr,. T:,c general considerations 'r.volved in planning those trunk r:ain i-prove.«:nts arc discussed on ;:oes 52 - of tLo study report, and the statement is r.. -. that "expansion s oalc :izva -ward ,r to all relevant factors which apply imnaratoly prior to eonstruc:ion, a : e V� overall clan should be flexible enough to peraAt charges to be rade as c'ircu:nstances dictate." The intent of the three, projects mentioned uSJve was to prc:iu r.c.� -:•unk twin capacity bctac:n Tal:,et Rascrvoirs and Olivet Reservoir. At sane timr the nronosed i ins :auid reinforce the din r aion vstc:i in tea c nto:m ;'• ' r area and 7:.i;: a;.ictirii 12-inz- mains ::h'ch are 1n d._juatcly ioo-cd. I: . assured that ` ,e Springbroak supply would be increased to the 2.5 :.:gd capacity a ; of the SpringL,•ook transrrissiln line. We now wish to ra_c: Tan ' a revision of Projects 17, 34, 38, and 33 for reasons discussed below. 1. Exploratory drill 7 rc at Sprinebroaic lh.s iot bc •r varr succe--: `.:i, and the new tls17 No. 8 has been dwilleG acJ equipoe9 in :: Park. It appears probable that additional wells wiil be rii L ir. ::;e area of the Cedar River alluvial fan, and that area will be the major source of supply. 2. It is to be expected that housing devolopzcnt wirl continue zt Rolling Hills acd Tiffany Park, and the possibility of industrIA dovelcp.:,-,ct southeast of the Longacres Race Track should always be borne in rind. Ability to deliver water to the areas is important. O Y r �r r p , October 1, 1970 MEMO TO: Bert Mdienry, Assistant City Engineer FR9M: Ran Olsen, Utility Department RG' CS I74IU SR SIS "E 196th Street to Grady Way Design ;fearing I have reviewed the above mention" project and feel that the fcllwing a items should Se brought to the attention of the State ifighway Department with regards to the water main facilities in the are*. 1. Existing right-of-ways and city held easements are located 1n the proposed SRS1S right-of-way. The City holds an easement 10 felt in width (inside) the proposed west right-�f-way line from S. i3rd Street to S 27th Street from Puget western Inc. in whIcn there is an existing 12'' c.l. water main. This main is a partial link '.n the overall plan of extending a 12" main from S. 19th Street where our Talbot (fill reservoir is located to S. 31st Street where a reservoir site is proposed. The portion from S. 19th Street tv S. 23rd Street was to be located in the existing county road, 100th Ave. South, which is to be abandoned by your right of way plans. A corridor or easem-ent will have to be provided for on this portion. The portion from S. 2711h Street to S. 31st Street was to be located in a proposea easement a-tension from our existing easement from Puget Western and then crossing the right-of-way at S. 31st Street. Other proposed right- of-way crossings would be lr ated at S. 27th Street, S. 23rd Street, and at S. 19th Street, where we hold an existing easement from the Washington Natural Gas Co. and Puget :Vest- n Inc. '. There are existing water mains crossing the proposed right-of-way between Grady 'Kay and Pv-•,t Vrive that will have to be relocated. 3. The State tfighway nigh i-Nay fence location should be taker. in to consideration as to wheu.,r the location should be on the right-of-way lines or an the perallelin2 easement lines. If they were located an the easement lines it would allow better access to our water main- tenance crews for repairs if necessary. If further information is required at this time, please let me know. Ron Olean i INTER—OFFICE MEMO DATE Noveaber 2 9170 TO: Bert H. McHenry____ -- FROM o.,,.. (pawn .---------- RE: State flighwny -C-S. 1741-SR 515 (Phase I) The City of Renton has no water utilities in Benson Road from 196th Street co Carr Road. Ron Olsen Water Utilities \1.v� d January 12, 1971 .a xashiigton Stan. Highway Department a District No. 1 Offius of District Engineer 6431 Corson Avenue South Seattle, Washington 78108 Attention: Bailey Atkins Re. CS 1741 (;R 515) Puget Drive to Grady way Utility Relocation L-3549 Gentleman: We are harewith transmitting two r..nts, one marked with "sanitary sewer", and "storm severer"r the other showing water sainsi both nrirts as of December 31, 1970. These items show only the existing utilities because then is insufficient information available as to the proposed rcidway desigr. to allow design of relocated water and sewer facilities. In tho past, the design relocations and adjustments haw been handled at tism•. by the Highway Department and at other times the City, including the preliminary design work. As far as we know, no decision or agreement has been made as to who will do the pre U-dnary design work relating to the adjustments of the existing utilities. a.erefore, we have noted only the existing utilities as of December 31, 1970 and have insufficient information of the final project design locations r to actually design adjustm�its of utilities to be constructed in acnformenw with your project. Therefore, please clarify as to who will be doL,q the design for the adjumtam,.u, and how will the usaign and adjustments be .aid for. We also have possible fut•4re inutallatione which should be considered in t)e design of the street project and -to belicve the Highway Department needs careful 4. consideration of the storm drainage in the area, particular'-, behind the Renton Village area, which must be considered in conjunction with this project. Please contact us should additional information be necessary. Tt,e actual locations of existing facilities are shown on the prints attached as requested In your letter of December 3, 1370. Very truly yours, BHMm,ei Bert H. McHenry. P.E. � 4 11 Mill 1 AAAAlIBAA .• -. STATE OF WASHINGTON DANIEL J. RVANS, "vaeeee Ae\ \ +r WASHINGTON STATE HIGHWAY COMki.4SSION DEPARTMENT OF HIGHWAYS Omca or DOralcr amemoae DISTRICT NO. , teal CO Goft ATtNOa mautw SaATT►,e aeteS s December 3, 1970 City of Renton City Hall Renton, Washington 9805 Attention: Mr, John Henry CS 1741 SR 5i5 Puget Drive to Grady Way Utility Reiocstlon L-3549 Gentlemen: As noted in correspondence dated November 18, 1970, the right-of-way plans for (SR-515) 196th Street to Grady Way were being sepa-ated Into three projects. Your office has been furnished with a set of right-of-way plans for the first section of 196th Street to Carr Road, - , -- Attached herewlth is a set of reproducible rlght-ofway plans for Puget Drive to Grady Way, The right-ofway plans for the middle section, Carr Road to Puget Drive, will be forwarded when they are completed„ It is requested that your office review ;he plans, and Indicate with a color code your existing facilities and proposed relocations to clear the site for con- , struction. ..:.. .. :x if there are any further questions regarding this su: _ -t, 010ase 'eel free to contact this office. Very truly yours, W. C. BOGART, P. E. District Engineer �:LGrt-O t OW!i2 TBA:ee District Utility Engineer Attachment cc: Mr. Bentiey Mr. Atkins (w/copy of plans) Fr r U F W V Z CITY ENGINEER'S OFFICE RENTON,WAS1IINGTON 0L ►u/`i�� MUNICIPAL OOILOINO, RONTON, WMNINOTON PAM ONT, W Q b01 4�I10L 0 January 12, 1971 Washington State Highway Department District No. 1 Office of District Engineer 5431 Corson AvenUe South Seattle, Washington 98108 Attention: Bailey Atkins Re: CS 1741 (SR 515) Puget Drive to Grady Way Utility RelGaation L-3549 Gentlemen: we are herewith transmitting two prints, one marked with "sanitary sewer", and "storm sewer"; the other showing water mains; both prints as of December 31, 1970. These items show only the existing utilities because there is insufficient information available as to the proposed roadway design to allow design of relocated f t e,. water and sewer facilities. " . In the past, the design relocations and adjustments have been handled at es' �,4 �.Y •, times by the Highway Department and at other times the City, including the preliminary design work. ! s As far as we know, no de cisi,.,n or agreement has been made as to who will � do the preliminary design work relating to the adjustments of the existing utilities. 'therefore, we have noted only the existing utilities as of December 31, 1970 and have insufficient information of the final project design locations to actually design adjustments of utilities to be constructed in conformance with your project. Therefore, please clarify as to who will Le doing the design for the adjustments, and haw will the design and adju:stannts be paid for. We also ha✓✓e puss.tble future installations which should be considered in the design of the street proje :c and we believe the Ifighway Department needs careful consideration of the storm drainage in the area, particularly behind the Renton Village area, which must be considered in conjunction with this project. Please contact us should additional information be necessary. 1'hc actual locations of existing facilities are shown on the pri;,ts attached as requested in your letter of December 3, 1970. d, very truly yours, i 4 STATE OF WASHINGTON DAraCL A. tVA145. OOVFYNOP WASHINGTON STATE AIGHWAY COMMISSION' DEPAmTMFNT OF HIGHWAYS 11M, or GI"v�n!GT INGINCUI DISTRICT NO. I C431 CONSC.N AVENUE t.OUTX SEATrLE 9e198 July 19. 1971 City of Renton City Hall Renton, Washington 98055 CS 1741 SR 515 Carr Road to Puet Drive Utility Relocation L-3549 Gentlemen: I Enclosed are reproducible right-of-way plans of proposed construction of the above-mentioned section a. highway or, which it appears eer.A n of your facilltic, will require relocation or adjustment, this project is presently scheduled for advertising in April, 1973. It appears that a portion of the fac?Iltles exist on private property ::.A the State will be obligated for costs incurred In relocating them. A utility agree- ment will be ri,-csr.ary for thane facilities on private property; and therefore, It is req,iesttd that you submit an estimate of cost to perform preliminary enal- neering, along with a copy of a docvr.rent g.anting your organization the right to occupy this private property. The State will not ozpeet to be respopA ble for any casts Incurred in the adjust- went of the other facilities, as they are loeeted on public rights of way. Please. Indicate In colored pencil on one set rif printn the location of your existing facilities, and proposed relocations anS/or adjustment, an4 return to thin. oti cc, together with a commitment In writing expressing your conpany's acceptance of this relocation at tneir expense. i We Are also rgouestlnq that you submit the appropriate application for permit, or franchie, or franchise ar„nanent with this data. Please contact this office for further details reyardir3 I`,is propn..-i construction. Very truly -) TBA:ea W. r.. ROSP. .T, Enclosure District fni: ,C: Hr. Bentley Mr. Atxios J JOHN r'KGWITZ 1 .°tr ict lity Engireer na WATER 14AI N ADJ. AND RELOCATION IN SR 515 BENSON HWY h -3 8 0 i i w�.siUl�r;rim titnu ^� t I (7anirrl 1. [vans-Governor HIGHWAY COMMISSION G.H.Andrewe-DJrrufor III �r. i ,,l',r u lus, r;tnt,� Office of O,etr.ct Eng,naer 9431 coreon Avenue Oouth 5041 Wenhington 981,06 � z yIr '.+Kx�i Wert YTt } w w November 22 1972 + V a try. City of Renton ft ! City Mall ` Renton, Washington 98055 CS 1741 SR 515 Puget drive to Grady May Attention: Mr. Sort McHenry/Mr. Ron Olson City of Renton Agreement No. GC-3221 L-3549 Gentleman: 'z This le,ter will ser,,e as written authorization to commence with the relocation work as outlined In Schedule "A" and Schedule "a" of the obove-noted agreement. A preconstructlon meeting was h-ld today at which the City, the Contractors. rF and the State were represented. The Renton City Council awarded the bid to Frank Colluccla Construction Company for Schedule ''A" and to Gesnor and Brown, incorporated for Schedule "O". Very truly yours, M. C. BOGART, P. E. District Engineer 4 Sys JOHN BERPOYITZ 0istrict Utility Engineer RAR:aa Cc: Mr, Bentley Mr. Mllligan/Hough Mr. Long Mr. Jolly Mr. Ralph 1972 ed«.IrFrau>un .. I i 1 :Veal,er 27, 1972 s s Colucclo Construction Co., Im. 7775 $award lark Aveaue S. Seattle, NA 99119 Subject, Talbot Road, SR 515 water Mal, lroyect Gentleman, In ortrr to expedite work on the Talbot R.»d, SR SIS water Mal, Iroject and prevent delay while the final contract is being approved and signed, we are hereby authorising you to begin work on said project. No have rate approval and the contract has been approved by the City Attonsy. No are now awattinq signature by the Mayor, who is out of tom t? is week. Should problems result in nmapprovel of the final contract, we would, of course, pay for what cork has been performed. This letter w.11 authorise you to commence work as of November 27, 1972. Very truly yours, Bert N. McHenry, I.E. Acting Director of Etgiseerinq Rict-rd C. Houghton AC' ,g Utilities Engineer 1 ti � Del ?lead, City Clerk lovember 27, 1972 R. Olsen, Utilities The attached documents fir Water Projact 380-Talbot Road S. and Hater Project 388-Benson Road have been to the attcrney's office and have been approved as to form. Please execute same. 1 1 1W1_ PUGFT WESTFRN, INC. Evergreen Building 15 South Grady Way Renton, Wsehington 9e055 BA 6-6900 No rember 27, 1972 City of Renton City Hall 200 Mill Avenue South Renton, Washington 98055 Attention: Ronald Olson, Utilities Office Engineer Reference: Sanitary Sewer Extension - Intersection of Talbot Road South and Puget Drive Gent:.ernen: This letter will confirm the receipt of your letter of November 10, 1972, and a•ithorize the City of Renton to enter into an agreement with the Frank Colluccio Construction Company for the construction of the sanitary sewer in Puget Drive beginning at the intersection of Talbot Road South. Puget Western will accept an invoice from the City of Renton upon the completion of the work in the amount of $2 ,700.00 for this work. Should you need any further authority, please do not hesitate to call. P Ypftra truly, 3neva, Construction Manager EGS:mb cc: P. Wing Oeve.opo' . o/ ANDOVER PARK ' HIGH LANDi DDANS AREA Ot11Glswwsw _:: r{T, TANK ZONE �• / �"j'� l /) PROJECT NVMafa ! aMIEE STaT41 TIFFANY 1';• rN! MET ,. PARK 1 • 005t11 sts"ok t\ 1W Tall r HIGHLANDS ; PncC1 ...,s \ \ CEMETERY NILL ' 1005'!1 5'T'ti1 \ \ RESE_R_VCtR _ . �•1 ONE TS ROVING I noollso.SuwL / \ /aMs'E1 St1TIM i NYDALE % �" i RENTON t;', HILLS /JI/1•�� t� HILL / vt �/ ( a"°T'aE 1° •;i •/// 1REDNLSOJ SCHOOL •1ESi1NNt \AIBOi ;Ntll ISPR'NGBROOK T AN Mt IC IWEST HILL O �-� ---�� ---- - - - -- -•-- ftEARLINGTON) FUTURE I INDUSTRIAL ft- j AREA \ / FIGURE 15 ' �• \•�. �`'� •�� \'�•+ CITY OF RENTON. WASNINGTON \•.� V WATER SYSTEM INVESTIGATION EXISTING AND PROPOSED SYSTEM FACILITIES COMHL 11011AK .IAYE.!r1Ng111 y •n .... r.w I1r� f for. Jact. 0;11soh nrcc+iher 1968 Page -L- 3. Tho recent •ailuro of the 16-inch trur!: main beneath the freeway vas a warnir.'; of t'ne vulnerabilit•i of .n? sysvwn. It has testa- tivel:) br „ o^:SC.co to er"tand Cie orr,••osc:d U-irrh mtiin for S'cll 110. 8 s . (prot:Ct 7'q t,..vrrd, itt. Oliver, to bypass the. ,.ccticn over wllieF "..ho `rrrt.•;;y ,.,a constrt:eted. e 4. T,)c r•ipncuri: and rr_•t::rtng factlitic•c :.t !dolls 1 arvf 2 could hr: ir:0000v:vl and •.rovisinn :aadc for a:rpl :cation of chlor: :a and fluorid,: to, instiilino a rows trunk ruin past the wells and para11a1 a s r" to Jic rivet•. ,• w 7 5. Anew hirhwiY is prorrosed parallel to the ex45tine lcrsrr }lSrrv:ay ct. :. arM close to Ta%kot Rr:servoirs. This work will involve rcfor relocation of the• existing trunk min nor,,!. from Tal;,at oeservoirs. Advantage could be taken of this wort: to laY a row ruin as pert of the roadworks. l b. A new .%ain of lame 9 } ,. capacity lie, :ra "iil. :a -rvn? -u• Cecisr ?hr•r •eel',s, anc: ':t. Olivet reservoir :,ouU r.Iv2 r'le,a i?ity a:d rclia:�ili.y o' o;c"ration. ; � For tare r(,asons given atom, we rer"o:.,!crd that :`^ tn"incipic• of a rrw 1-1-inch diai.eWr ,rain lird.irg 111t. Olivet ane. TalbnL ''•..ar:o:r, and !'oils n. 2 to oVproved, t::e Lasic route `rcr Oliv J *ay- Rivzr (, r:: ,r'Ct 3:::,uw:`t'1 b:n:. of ic4ar Rvcr arts St:cc, t •:,'•.c7 .11, Grady 'ay an. T.'.lbot Ipa6 ro'ti higi.,.ay (Project 32;. Project W . . Ll.. be -educed tJ 12-'Inch and a new route chosen having retard to rvc(:GL roziO.drk ih that area. It is amreeit,t• d Ll.at t:is prcnose: ' ,-`.rc',; nai;, r�pre'ur.s considerable expenditure that eus2 i^ s: rrsd over a c,.'',?r of yoam. fc:.uver, ue would quote from page 53 of ti;e 1`.E5 report as 'ollows: "shore are few water s:•Stems v':ic:' CL;' .rJly :s'I sa'G t' kzve Dion nwwided with mains which I:avr prey:,: av;:si_•:;;, and pre•! ;.: lY rorc %iiich c:o net have senu rains vi,ich s •;ul.' I,av: t•r:.i ins'alie, in larger (;iamaters, over based upon infa•. ation availa:ac at the tism of installation.- I' we can provide furth:- informat`,on rn the pr•)posed plan, contact us. Very teuly your;, CORtIELL, HO',!LMD, OAYES is RERRYFIELD QAntony b. Darns A83/dc 5-4563.9 9 December 1963 a t'r. J.tck hilsor, a City Engircer City of Renton City Hall Renton, washington 930S5 Proposed 24-Inch ,:ain - ia. Olivet 2escrvoir Dear Jack: to Tait;ot Rcservoirs Following our conversations regardirg sch:dulinr inprovecants in the rater system, we have revioied in particular Projects 17. 3", and 33 of ur S study, in t,•. light of circucstance, rc;.v existinq. The gcrcral coasi6 ratfcns involved in Manning these trunk rain improveaznts :rc c;scus.,�d on pcFes 52 anal 53 of ti.e study report, and tho statement is MCI,, that "cx?ar.sion Should :rave regard © to all relevant factors which apply imncdiately prior to construction, ari the overall plan should be flexible enough to permit changes to be made as ':.tore circumstances dictate." The intent of the thrca projects mencionr:G a:,jve was to proviGc ra;a trunk mein Capacity betwcon Ta%,,Tt Reservoirs and ':t. Olive: 9c.crvoir. At t.:z .3't* time the nropo.ed rains touid rein°orce tnc dir.rbutSon system in the d..rntOwn area and link existinq 12-inch mains which are inzdd.quataly 1001ed. It t`,:s assured that the Springbrook supply would be increased to the 2.5 ogd capacity of the Springbrook transmission line. We now wish to rcc�=,nd a revision of Projects 17, 34, 38, and 33 for reasons discussed below. 1. Exploratory drilling at SprinSbr00% hs not is r, vary suctes. `.1 , and the new fell :io. S has been drilled and cqulh ned in Cedar River Park. It appears probable that addit nnal wc11-, will be drilled In '.e area of the Cedar River alluvial fan, and that area will be the major source of supply. ill e at 2. It Is to Hilis and bTiffany tPark. and the ed that ^possib'.litynofw Industrial udeveloprentg southeast of the Longacres Race Track should always be borne in mind. Ability to deliver water to the areas is important. p .. �f�iaro� ra�1��aMa FIRE INSURANCE AND APPURTENANT COVERAGES eo «i YJM{N( awOVepO{.Ga l[OM.I,e a •e• • • l [ IICCI • SEATTLE. WASHINGTON YBIII '""`"'•""" w Iw•.w r.wr nN r«rao.. iACOr• .on nee e M.C.YIt / M1 MVIN March 10, 1972 «•N.e..N.. r Nw{[ Mr. Ron Olsen Utility Department City of Renton Renton, We. 98055 Benson Hill Relocation Reference: Water Project 390, (SR 515) Dear Mr. Olsen: This office has reviewed the plans for the a`•ove project and concur that the main size should be 24-inch, since it iA an integral pan of the overall city supply system. Very truly yours, L.A. Leonard, Chief Engineer LAL:d� Public Fire Protection Dept. � r etraVratAMO, •ball Got affect the valLdity of the remainder of this Ordtnence or the validity of its application to other persons or circumstances. 3=100 VII : .ay and all Ordioam as or parts of Ordinance in coaflic! berw itb are hereby repealed. 38MO11 VIII: This Ordlaaace shall be in full fcrce and effect frog and after its passage, approval and lag- 1 publication. PA339D BY THE CITY CMUCIL this��day of Septemb 196, Nelmleelsoe, City Clark AppgOVSO f{Y THE MATOIt this 41 Aay of Donald W. Custer, mayor ATM XTD ►Of♦!1: '4 Gerard N. a, ty Attorney Date of PGblicatioa: SEP 1%H 1 Is 1 "x, reserves the right, upon approval of the City Council, to participate in thv inetalia- t ion of soy w,arsised water line extensions or additional or extra Improvements relative to such installations. SECTION II: M VATE aATEP. PIPE 3EEVICE: serviva for fire protection must be *stored or detector checked at the expense of the owner and fitted with such fixtures only as ere needed for fire protection and must be entirely disconnected from those wed for other purposes. The charges for such fire protection services see hereby established so follc_s: a • Site of LLoe Charge Per Monah 4 Inch $2.30 6 Inch 3.50 No charge will be made for water used is .xtinguishing fire if the owner or occupant of the promtaos where such, fire occurs gives writtw notice to the office of the Superintendent within can (10) days from the date of such fire. Ica no cue will any tip be made upon any wipe wed for fire service purposes or say tank connected therewith, sow shell c3a use of any water be permitted through any fire service nor through soy pipes, tasks or other fixtures therewith concocted for any purposes except the asting- uishing of fire as such promises or testing flow for Lire control purposes. $=To III: Whenever any change in the use, occupancy or construction of any promises or purposes as hereinabove defined require any increased fire and hydrant protection, the owner, owners or person in charge of such promises •ball proceed promptly toward •ocuriag adequate protection aed all such installation or changes to be completed providing for such iecreased fire protection, prior to the use or occupancy of sutb facilities. SKTM IV: elewful Coadact: It shell be unlawful for any parson, firm or corporation to ow, occupy or we say building or structure as horeLoabove defLaed is Sections s ,C L Dualess such building or structure to located within 163 feet of any fire hydrant. S9CTiQN V, Violation - Penalties: Amy person violating Way provis.om or term of this Ordimance shall, upon conviction thereof, be punished by a fias of sat more tbom five Nuadred Dollars ($500.00) or by imprisonment for act more thenstmety (90) days, or 3y both such fine said imprisonment. SW t.C.n4 Severabllitr: The invalldity of any article, soctloe, smNeetios, provislom, clause or portion hereof, or the invalidity thereof to any person or t '4 1 or building to used for school, church, rest home, hospiesl or multiple restdenetal ap"Nospets (four iredivUual spartmat units or more) or any other place of public assembly, sad rbsrosower located, shall, at his expense install or cause to be installed f:r# hydrant or hydrants unless adequrte add sufftclac: hvdrants are located or eacesoible!vUbto 165 feet of any such building or structure. The oumbor, locatiog, also and type of such hydrant or F ,drssts to be Installed shall be as specified In the above paragraph S. further reference hereby had thereto, and all c! such installation to a be Approved by the City fire Department. g D. Fire ltydreats - Spacial jcsticoo: In addition to the forogofng require- mmta, additfoaal hydrant or hydreorr my be required or scpoSatsly required to areas which are WAS utilized for open storage of flaWbleproduc.ts, including ftmmmoMle 14uid#, or other areao of #pact&] fire basards with spacing and floor royvirom to based as the fire protection required to each instance; the number, size, type and location of hydrants for the aforesaid purpose shall be as specified in above paragraph g W all of such Installations to be •ubjoct to the approval of the Firs Department. g. WItipio gas# - Contract: In the "@at that the installation of any onsb fire bydroat or hydrants as above set forth, and the connecting system pmrtmi@tng tbar.co, should bmeefit two or more properties then the owners of such benefited proparlles @hall above the cost of each installation to tba proportion of that benefits so dw.ved. Whenever an owaor in requird to install such tiro bydrast or firs hydrants under the provision of this Ordinance ad which installation will bemfit other properties not owned or controlled by such owner, than to amp such came oocb armor any apply to the City for am agreement uder the provisions of the "Municipal Water W $war Facilities Act' known &a Chapter 261 of the Ssaotoa Lars of 1959 and any such ..groemoat batwm o Such owner ad the City shall run for a period not to amsed it" (5) years W tb s permit such Owner to recover a portion of the cost of smb initial tmtallotion from *that parties in the svnst of any such future hook up or coomctioa. suck coatrmct shall furthar provide that the owner of say building or strretare mebaegvaatty erected shall not be permitted, durtag the term of the aforesaid Contract, to make say book up or connection to the city's water system or to any such hydrea- until such owmar boo paid his proportionate fair share of the initial toot of suck installation as set forth to said contract. fay such agreement entered taco betwmw such owner causing a"t. I"tsll&tioo and the City shall be filed for fdCovd wltb the [fag Cowry .uditor's office and thereupon such filing shall cometttuto due smiles 1 of the term and toquiremomes thereto specified to all other parties. ties g197 trrther -2- 'JI ORDIN/JCL NO. . N ORDIK-JCE OF TRI CITY OF REMYON, WAS N 10Tr AMWKNO 39CTIOI 3-224 A TITLE I&I (DEPARTt3TS) OF ORMShWg 110. 1623 01TIUM "CODE A OIRML ORDi1111/CAS OF TOE CITY OF URM EEL►TIND TO FIRE PROTECTION, ItlTAI.LTIAO CR NrDRnMfE, AUMDIIZING CONTRACTS AND PROVIDING PENALTIU FOR THE VIOLATION THEREOF P IT OW AIN&D IT THE MAYOR AND THE k.'ITT COUNCIL rR THE CITY CF Unw. HASUENU a. AN POLLDW3: JMW I: Existing Section 3-224 entitled ' Fir• Protmction9 of Title III (Departments) of Ordinance No. 1628 is bersby amended to read as follows: 34CTION 3-224, as amended: A. The following provisions and regulations are .adopted as part of the City's Fire Provantioa Program to abate existing fire hazards, to investigate the saw*, origin and circumstances of tires, to inspect potential fire hazards, to control the nomas and adequacy of the construction and safety of buildings to case of fires, withis commercial, business, industrial or manufacturing areas end all *that pieces Is which onshore of persons work, most, live or congregate, as hereinafter more pwticulmrly set forth. B. fire &drssts Is eongurctal. Wlssso, badgtrLal app,Nsoug,acturist Area• Me owner of say butUtq hereafter, coeatructa4 or used, in the City of-Ruston which building or structure is sot located or accessible witbia 163 fast of smy fire hydrant and such beilding or structure being located or situate is say area named and to be wood, or actually wed for any commercial, business, industrial or aanufacturtag purpose shall, at his expews, install or cause to have installed fire hydrant a bydreate together with the socasesry pipes, appurtenances and cossectioms to order to cammect and book on said hydrant or hydrant@ .7 tbs City's exiattmg w*t*r supply. The member and location of such hydrants shall ba /o accordance with good fire emgisoartsg practice and standards, tba miss, location, and construction to comply with the rules and regulations of the "Amaricam Insurance Assoctstfos' formerly boom es thowNttoeal board of lire QMorwritorr sed all of such isetallations to be duly approved by the Fire Depsrtmost prior to its acc*ptaoc* thereof tr; the City. The aforesaid requirements shall likewise apply to any such buildlsg or atructwv* as bereleabove defined whi-h to hereafter amsaxed to the City of Ranto*. C. Itfe RWdr&nts in Qtber Araes: The owner or party is control of any is which sold •ttostwre building hersfter coastructed oa>/or aa *d to the Ctty of gadta�imd q �' t t ( f' sV ruls :UMMOIS 1"T A0 Iva 8I6L ^�0 •NOIIJ(Miamw 0►fLTLvu uan 1lW 1lmmnva mau"" -pJ 10C1 Airlil nallm =on xu ",ruma of am sIva (ov mu MI=IN 'win mmvm Al iMMM rIVI 10 ZWON MUZAY1"WO -UM" 0A OMM AMOK 100=6 OMIRIOO EM x TYiGL XVi "P9 ►S T►IC/W"l q-v! rV 7Ml 00'OOl •o s 24nv* .►/E to uoT:I•lmoum R t 9T MU ay r -bo uoT-luaoarp rogany 'moo OTITr4dwv Imaul Pur qwTuan4 ow OL LL 'PA 'nJ aK 5 OS' l t•Tar'7r1[ ttTi -40" IDOTrS TThN+l PUN gwTu=4 =a OOM ►T 'PA •nZ) ay 00'OSE 00'SE ' 6uS�L!• 0a02�00 TThruI Pur VrTuaW 'A•* OL [T %PrY "d 00'09£ 00'OEL �� ;;O- Tr .L TTrarul Pus tpTuru h s LT wra sy 00'00£ 00'0SL r ATqmrrr :iurapAll uTa tT>•'a/'+t 1ft T TT r. 4�r swt 00'091 T 00'0b f ATWmrrr SAINA 02" arty" PVT .0 tMeal ti ► 0T 1MG& LIND ■illfL�dtY (OSE-A) SdJINd dG YIOom os i i i Frank Colucdo Construction Company, Inc. X'MIRf, WAIERMAWf, UMffW$ 7778 SEWARD PARK AVENUE SOUTH SEATTLE, WASHINGTON 98118 ►Aaw ►Arkway 2.3706 November 17, 1972 f 7 �zs City of Renton rAty Nall Renton, Nash. Attention: Mr. Ron Olson Dear Ron: '{ ; r y. Herewith are the E.E.O. forms which I sent to the Hearn lights Department on the Talbot Road watermain -- . job. Yours truly, PRAA�Ng �COLUCCIO C'ONSTRUCIION CO. , TNC. office Mespr s:fP CITY OF kENTON NOV 211972 ENGINELM L;tP. '* 4 v �� c��Ayr4 zys- lfoG'/,J3onnl � �. � T�cr'h'cr�•�.—cn' CF .��c.97r�� C.v-8-z7zo Seea� Icv f,/I�e2 If « 6Ao Cam . hN:-G767.54zIz • Lzyny//( *414, W_f. f>'0- Op/ -5s677 �///n ,O/K•J 3✓N �� • Jerr•1\/ VV14.1.9 Gvff/O - 4f� � •G/ C�� S1800�ty Soo Co�rR�a /�/4/N/E2 ELEcTR�c fl r¢ -So ;3� 4gflS'�ci6e fi�jccJF ; �/ G�% '; ji'G7"`��77 I&X oS77�Q1l //Gl/ �R�•�-T73 /!7�'Z 7 7/ „// %,z4 pr r2Ea (a�n�a�Ra G�ccE -r G�ow�—� Az s 24to� CA444-V/J/ rC4'6a.5o✓ �iSc�iF/C �/u/ �EcL G5// Y ci/3 u 1Ale) 7 5f " GtiS-lf'Z G� S-=bon RON OL"CAJ C,TY oG 2CNhv , wererz "Tics, 1735-2631 I-t mQ.r.(7" c/rr of R4gWrVAI eA161C. Zit 26Z0 QOO Pot"Os CITY of 4fAov+aow,' P?oJJCT ArA.,e t . 224C-- c-IrI P- !�✓.s�ry C%v//<. :�Gy �t'/�"�.l',�'�/� .r a s oc �i�!'i•!�J 6".�i--z o s 15 Water Main Inetar^tions for Benson Road and Tal}^Road S. page 2 ________________ ------------------------------- ___- — ----_ Denson Roae It was brouqht up that the Benson Road Project surveying is complete and monuments have been placed. The necessity that the contract papers be completed and signed by Monday, November 27, 1972, was stressed. JN:sp • e +w R n � 1 .G i � r FRF.-CONSTRUCTION CONF'EPENcE: The Pre-Construction Conference for water Main Installations for Benson a Roai and Talbot Roa% S. was held at the Renton Municipal Building on November 21, 1972, at 1:30 F.M. In Attendance: Washington State Dept. of Highways Qit., of Renton D. A. Jolly Jake Newland Bailey Atkins Pon Olsen 's Bob Ralph Dick Houghton Frank Coluccio Const. Co. Gesner s Brown Vincent Col, ,cio Phillip Gesner Discussion: The discussion dealt generally witn both the Burson Road and Talbot t Road S. Projects, a:,d particularly with the requirements of the Washington State Department of Highways. p Mr. Bob Ralph was introduced as the State Inspector. Mr. Ralph stated he eipected to work through City personnel and not directly with the contractors. He will inspect fills and prefers to verify fill qualities in the field. It was stated that the State will receive credit for salvage. Only two hydrants are known at this time which will be salvaged. State representa- tives pointed out their requirement that open trenching be minimized. Trenches should be filled daily by the end of work. Hauling of pipe to the project sites by the contractors was approved. Instructions were given to contractors on posting traffic signs, cones, and flags. The need for -isual inspection of ripe before and during installation was covered. The importance of thorough compaction and the requirement for compaction tests was discussed. ; Talbot Road S. Irgiect Right-of-way legal instruments are not yet 100% conrlete. The right-of- way is not clear for one crossing with PSP&L on the east side. State will check on legal instruments for fenced property and will forward the papers. The State will also provide a letter to proceed with construction. The State needs a letter confirming right-of-way from the City, and also • deed on property near 15th St. S. and Talbot Road. - n ','he State survey crew will stake the right-of-way, The need to extend a 12" culvert for a storm line at station 415 t 20 was brought up. The State granted approval for a temporary extension of the storm line by the City. '. t OF Rk* THE CITY OF RENTON MUNICIPAL BWLDING 200 MILL AVE.SO. RENrON,WASH.98055 AVERY GARRETT.MAYOR • OFFICE OF THE CITY CLERK DEL MEAD, CITY CLERK O,P4TF0 SFP1E��p 197, Ges•+er-Brown e 1 'v25 142nd S.E. Rcntur„ Washington 98055 Re: Improvement - Watermai n, Ronson Rd. S. j from ragie Ridge Dr, to tnters to to 405 Gentlemen: The Renton City Council at its reyular meeting of November 20, 1972 has accept3d your low bid on the al,ove captioned project in the amount of $5,330.60. Please file undated performance bond and nuaessary insurance with the Engineering Department. Yours very truly, Ct7Y,OF RENTON Del Mead City Clerk .yy 1 w.n A ti pF R1`14, " t THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98M op ``4a AVERY GARRETT.MAYOR • OFFICE OF THE CITY CLERK DEL MEAD, CITY CLERK 40,P4rF0 SEFIE f.n�•::vr t,,,r 2 1 972 Frank. COIOCCiO Construction Co. 777E Seward Park Ave. So. Seattle, Washington 98118 Re: Improvement - watermain 6 SOWer Talbot Rd.S. from S.Crady Way to Puget Drive B Dear Sim: The: Renton City Council at its regular meeting of November 20, 1972 has accepters your low bid nn the above-captioned project in the amount of $29,966.00 please furnish undated per`ormance bond and necessary insurance to the Enginee_±ng Department . Yours very truly, CITII.OF RENTON � r v De! Read City Clerk r t ..v. THE CITY OF RENTON p ?$� MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.98055 AVERY GARRET I,MAYOR • OFFICE OP 7"14E CITY CLERK O �? DEI MEAD, CITY CLERK �4prb SEPtEa November 24 , 1972 � Diorio Construction Co. , Inc. 2821 S 200th Seattle, WA 98188 r 9 Re. Improvement - IVatermain ti Sewer, 'Talbot Rd. S. 1f r WWW from S. Grady Flay to Puget P »F Drive. g Gentlemen: The Renton City Council at its r, .Lar meeting of November . 20, 1972 has accepted the low bid of the Frank Colluccio � 1-'w•. Construction Co. in the amount of $2;,966. 00 for the above captioned project. - We thank you for your interest and your bid. very truly yours, Ths City of Renton Del (lead City Clerk DM;w:n 1 OF tiger z THE CITY Or RE TON "a" o MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 AVERY GARRETT.MAYOR d OFFICE OF THE CITY CLERK 040 DEL MEAD, CffY CLERK '%'tb SEP1041 ILnvember 24, 1972 r � � � y A Metro Sewer Construction 7840 NE 122nd Kirkland, WA Res improvement - Watermain & Sewer, Talbot Rd. S. from S. Grady tAay to Puget Drive. Y^5 Gentlemen: The Renton City Council at its regular meeting of November 20, 1972 has accepted tiro low bid of the Frar.k Colluccio Construction Co. in the amount of $29,966.00 for the above captioned project. we thank you for your interest and your bid. Very truly yours, The City of Fenton tt 1 Del Mead City Clerk DM/wml 1 �:.of Rrti /1 TIIF CITY OF RENTON i5 MUNIMPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.08055 n i.I m AVERY GARRETT,MAYOR 41 OFFICE OF THE CITY CLERK P,o DEL MEAD, CITY CLERK O,P"'to Sc PlE"�e .. L4 1 22 R Gesner - Brown 11025 142nd SE Renton, WA 98055 c Re: Improvement - watermain - &, Sewer, Talbot Rd. S. from S. Gl� !y Way to Puget Drive. -1 Gentlemen: The Renton City Council at its regular meetinq of November 20, 1972 has accepted the low bid of the Frank COIAOCCio Construction Co. in the amount of $29,966.00 for the above i5 captioned project. y'+ Ay =. We thank you for your interest and your bid. Very truly yours, The "ity of Renton Del Mead City Clerk DM/wml I r'" y' 1 THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.99055 AVERY GARRETT,MAYOR 0 OFFICE OF THE CITY CLERK 9,e p DEL MEAD, CITY CLERK s D�4lea SEPIto f:ovcciber 24 , 1972 ��•' w' q x1 Metro Sewer Construction 7840 NE 122nd Kirkland, WA � -sJ 4 • Re: improvement - Watermain, Benson Rd. S. from Eagle Ridge ❑r. to Interstate 405 y Gentlemen: The Renton City Council at its reqular meeting of November 2C, 1972 has accepted the low bid of the Gesner 6 Brown Construction Co. in the amount of S5,3" 0.60 for the above captioned project. We thank you for your interest and your bi.d. Very truly yours, The City of Renton Del Mead City Clerk �:'.; in 1 T�• 8 tq `y44 N�R✓� I .�. 'nA, -t(W RED o~ �+ ° THE CITY OF RENTON MUNICIPAL 13UILDING 200 MILL AVE.SO. RENTON,WASH.98055 C AVERV GAH HEiT,MAYOR 9 OFFICE OF THE CITY CLERK 94 �� DEL MEAD, CITY CLERK OA'4le ., EF�O + i st ^05fri LIo em:;r_r 24 , .t172 r � J ;a21`ur y.t. s Frank Coluccio Construction Co 7778 Seward Park S Seattle, WA } i Re: Improvement. - Watermain, Benson Rd. S. from Engle Ridgo Dr. to Interstate 405 Gentlemen: -. 3 The Renton City Council at its regular meeting of November - 20, 1971 has accepted the low hid of the Gesner 6 Drown Construction Co. in the amount of $5, 340.60 for thn above captioned project. tie thank you for your interest and yo,ir bid. Very truly yours, The City of Renton Del head City cler' A f } N•f r M�J.`f;iv�i 9�YV9y:i Q?VA' pF RP ku+° a` 70� 7. THE CITY OF ]R.ENTON MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 tt J AVERY GARRE-T,MAYOR O OFFICE OF TtiE CITY CLERK O9q DEL MEAD, CITY CLERK gj9)-166SEPZE# Novenoer 24, i 17.. V.J.N. Construction Co. 14245 117th NF. Kirkland, WA �r � R?: Improvement - 6atermain, Denson Rd. S. from Eagle Ridge Dr. to interstate 405 Gentlemen: The Renton City Council at its regular meeting of November ! a' 20, 1972 has accepted the low bid of the Gesner & Brown Construction Co. in the amount of $5, 330. 60 for the above t captioned project. We thank you for your interest and your bid. 'Jery truly yours, t The City cf Penton Del Mead City Clerk D:e/wn 1 Y y i si ;mM i �s �y OWN l THE CITY OF RENTON s 3 � "``'T•� q MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98066 25 AVERV GARRETT,MAYOR • OFFICE OF THE CITY CLERK P DEL MEAD, CI Iy CLERK C $�,r�D SEVtE�� November 24 , 1972 1� Diorio Construction Co. 2821 S 200th 4 Seattle, WA 98188 s +� ^ R Re: Improvement - Watermain, N Benson Rd. S. from Eagle , Ridge Dr. to Interstate 405 ,ce. Gentlemen: ` The Renton City Council at its regular meeting of November 20, 1972 has accepted the low bid of the Gesner & Brown Construction Co. in the amount of $5 , 330.60 for the above I captioned project. We thank you for your interest and your bid. .� Very truly yours, The City of Renton Del Mead City Clerk. - DN/wm1 i f - ".Ivvemi'.er 10, 1972 i ruget western, Inc. Foss 522 Evergreen Building 15 South Grady way Renton, MA 38055 Attention: t.r.. -v Sneva, Conntzuetion Manager Rnforence: sanitary Samar Extension in Intersec2la, of Talbot Road S. and s'uget Crive Gear Byron: The City Of Renton has received bids for the installation of the aforementioned sanitary saver extension as requested by ruret Wevtarn in conjunction With the City's watern;ain Bid 1ropoval. The low bid of 779,966.N0 vas sutmitted by the Frank Col-iceio Construction Co., Inc. of which the raquested sanitary sewer extension portion was $2,700.00. At this time the City would like suthor_zation to award the installation contract to the Frank Coluccio Construction Co. and also request a written agreement for the reimbursement to the City of the estimated aum of S2,700.00 for sanitary sever portion of the contract. If further information to required, please contact this office. Very truly yours, Bart H. McHenry, rX. Acting Director of Engineering Ronald L. Olren utilities Office engineer RLO,SP s.erw Rcvtwi,oc 10, 1T.? 9:ank Coluccic Construction Co. ;ward mark Avenue South wattle, HA 99110 attention, Alberta Re, Talbot Road water gain zroject in City of Renton rentlasen, Enclosed is a form for the Oqual Opportunity Requirements. vleaaa fill out thin fore, and roturr, an directed on the attached notice. Also, will you please mako a copy and send it to the City of Rentm. Thank you. V,.ry truly your*, Sort E. McHenry, F .E. Acting Director of P.nyinNrie/ Ronald I.. Olsen Utilities Office Engine.:. RWSSP Attachment PM FRANK MUCCIO CONSTRUCTION CO. 7778 5EV/AHD PARK AVE. $p. SEATTLE, WASH. 98118 November is. 1972 Name 111Rbts Deportee. t .. Contract Coepllancs Division - MOO South Jacksoo Street Seattle, Washington 99144 (.entleser.s P,nclosed herewith are P.EO forms RR 7, 1, 4 end S for the City of Renton, Talbot Road South Watermaln Project. Very truly yours, PRINK COL�KIjC 10 COI1STRUCTION C/"A,NT Office Hanagar ewr onelq Ron Olsen Enginaering Dept. City of Renton Herewith are copies of the above, together with copy of our current State Contractor's License. AWR R cr'. NOY 1 y T972 E1VG,h��M,nU 414�pT i +► 4 WASHINGTON tiTAli �, HIGHWAY COMMISSION Daniel J Evans-Governer DEPARTMENT Of HIGHWAYS G.ff Andrews-Dirrc(or Office of Oretr,ct Engineer O,str,ca 1 6431 Corson Avenue South a . Beattie, Washington $6106 f Refer: UTI r 4 November 16, 1972 I City of Renton City Hall ■ Renton, Washington 9W55 1741 SR 515 Puget Drive to Grady Way Attention; Mr, Bert McNwnry/Ron Olson Utility Agreement No. GC-3221 City of Renton L-3549 Gent 1 mean: Reference is made to recent telephone conversations concerning the above-noted ' agreement. The agreement was executed on November 14, 1972. An executed copy of the agru- went will be forwarded to Renton within • for days. This letter will serve as r written authorization for the City of Renton to award Schedule A to frank Collucclo !onstruction Company and Schedule B to Gesner and Brain, Inc., the apparent low Pldders on the above-rated agreement. 1. Is the understanding of this office that the actual award will be undertaken at to. na•t Renton council meeting r.n Monday, November 20. 1972. No work shell be undertaken on this agreement until written authorlution Is received from t. Is office, Mr. Robert Ralph froc our office will perform the Stateus Inspection of the work. Prior to starting work a pre-construction conference shall be held with the aforementioned contractors to discuss the scope of the project. It should be noted that this office Is in the Process of setti, up the funds to reimburse the City of Renton for the work as outlined in the agreement, Partial payments will not be eligible for payment urtll the 1st of January, 1973 due to the time lag in accounting procedures. Please contact "i s office should there be further questions regarding this subject. Very trui-, yours, TBA:ea W. C. BOGART, P. E. District Engineer cc: Mr. Rentley (w/plans) Mi . Milligan/Hough Mr. Long Mr. Jolly (w/plans) - --By' JOHN BERKOWITZ Mr, Robert Ralph (w/plans) District Utility Engineer l +• r November 17, 1972 TO: Fire Department Police Department Traffic Engineering Department Street Department Water Shop General Engineering F!Omi Ron Olsen, utility Department ■ ------------------------------------------ There will be a pre-Construction Conferen-• held on two utility projects , on Tuesday, November 21, 1972, at 10:30 a.m. in the 4th Floor Conference Doan in City Hall. The first project is the installation of an 8" watermain in Benson Road from Eagle Ridge Drive to Interstate Highway #405 (W-388). The second project is the installation of a 24" watermain in Talbct Road from S. Grady Way to Puget Drive (W-380) . Plans for both projects are available in the Utility Engineering Department_ ,!,on request. A representative from your department should be in attendance. Thank you. FPM"P �Xa/K. RO:sp n 1' L,ONTRACT COMPLIANCE DIVISiOrl DEPARTMENT OF HUMAN RIGHTS ESTIMATED START AND CONSTRUCTION DATA Name Frank Coluccio Construction Company Name _ Address 7778 Seward Park Ave. So. Address _ City/State_ Seattle, Wash. 98178 City/Stato � s s — Tale. No. 722-5305 Tale, No. Type of Work Bid Oa Waternain Type of Work Bid On Est. Start Date 11, 21, 72 Est. Start Date Est. Working Days 20 Est. Working Days Name Name Address Address City/State City/State Tale. No. Tale, No, Type of :York Bid On Type of Work Bid On Est. Start Date Est. Start Date Est. Working Days___ Est. Working Days ..arne_ Name__ . Address Address City/State_. _ City/State Tale. No. Tale, No.__ Type of Work Bid On_ Type of Work Bid On i. Est. Start Data Fat. Start Date_ Est. Working Days__ Est. Working Days Contractor may submit thi• form as his flow or schedule chart or submit one of his own. HR5 f AQNTRACT COMPLIANCE DIV IFsgN l DEPARTMENT OF HUMAN RIGHTS FROJECTFD EMPLOYEE TOTALS Sub-Contractors T_otaln Black Sp-Arr Asian Indian Female Name CRAFT' Fc.remen _ Address You:,n Apprentices Telephone Laborers Name CRAFT Foremen _ Address Journe•-men _ Name �.k:AI• T• 1 Foremen Address Apprentices Journeymen Telephone Laborers Name CRAFT* I / Foremen Address .lourne en A zntices Telephone Labeorers / Name CRAFT* of Foremen Address Journe m_en Apprentices Telephone _ Laborers Name_ CRAFT* Foremen Address Journe .=en Apprentices Teleh-nn Taborers Foremen (Address Journeymen A renticea Te^ lephone Laborers Sab-Contr Totals Affirmative Action Taken or proposed to increase minority representation in the above trac'os. FIR4 ii evi sod ;Identify Trade ----- '"'ONTRACT COMPLIANCE. DIVYhN N DEPARTMENT OF HUMAN RIGHTS LOCAL. MANPOWER REPORT ContractorFrank Colucclo Construction ('omoan, Amount of Contract $29,966 Address 7778 Seward Park Ave. So. � Type of Work Watermafn City Seattle State Wash. Starting Date 11/27/72 prox. EEO Officer Frank Coluccio Est. Completion Date_ 12/22/72 prox, Telephone Number PA 2-5306 _ Prepared by --"TMI Ire anager. Location of Projert l'",. - v l ;a l' � -__ Date I I/1 1!7J Total Total T Amer. Span. Appren n,%e OCCUPATIONS Em L Minor, Black Asian Indian Amer. f1CC° r 'ne F M F M F M F M F M F M F M F Officials iMana era) _ Superintendents Foremen ') Clerical 1 1 Auditors Equipment erator 19 1 1 ._ Truck Drivers R _ Ironworkers C.ar enters ' Cement Masons Electricians _ Pi efitters, Plumbers _ I Painters Lahorers, Semjakille 1 Laborers, Uns1 i Mechanics 1. k tl.lontify Trade Affirmative action taken or proposed to increase minority representation in permanent work force: If Unlr,n, c.tnnot furnish, we have lint ".m fill' of minority agencies to be called. We have just cor..pleted job an which carpenter apprentice was used and we will use such apprentices again when another lob warrants It. HR3 - Revised f. CONTRACT COMPLIANCE DIVISION i I DEPARTINInNT 0:' HtJM.V'V RIGH'iS j ZOtJA.L E,4PT CiY7;fEN^ OPPORTUNITY REPORT Thiu report nnouid be au:emitted to iie ilurnnn Ri-,+tn Department by each Contractor and Covered ^ubcontractor(s), biwerk%,, tlirooq'-ou: the life of the contrut. Subcontractor r should icport contract and ei::ployment cl. t.t •t'rt--in{ng to their subcontract war!. only. ! TLa man pouter figures to be reported unr r —nployment data should represent the pro- *r ject work force on board in wlio',c cr in p rt, b�n•teekl;�, rn n potter figures to be reported in 'r hle A should include journeymen, apprentices, and on Cce job trainees. Man power figures to he reported in Table i3 :mould only include apprentices and on the job - traine:;s its indicaM_d. _ -f.,o-t-e riat;Block % no and Acdreai of Firm LPN +n'�on <- t p ,n ��nn rol,,r -in c,,nsrnirrinn rempnnv tity of 1�"enton /r / nr.racter / Is ,a. r ntr• w-len Type of Canstruction Narne,Location: of Project Report for Period Percent Complete fits of Rentun t—Ending Ws t.ermatn Talbot Road S. Pre-ccTnstructfon ---- F,MPLOV_MENT DATA Table A On The Total Total Apnren I31ack Asian Indian Spanish Job T03 CATEGORIES Empl. Minr, ticO8Trainee M F' h 1 F M F M F M F tsi F _ M F Officials (IJ.an_agers)_ Supervisors I _ Foremen _ Secretarial Tau!P-nent Operator Mechanics Truck Drivers 1 _ Ironworkers Car-,.nterg — — -fie ctricians 11ineiitters, Plumbers - Painters '.air,�rgrs, ;Semi-`Slcillo�i I 1 1 � i__ .1--- 1 T i Labor, rH1 ilrtskilled_ ��. ._ - TOTAL T_a4le ii _ On tke Affirmative action taken or proposed to incre+se minority representation in permanent wn] force: 11/13/72 �prCparod Ly: (Signature and 'i'!tic of Contractor's I-'JPO Officer or Rep) Date ------ -- -.__ "._._-'- 1{R2 - Revised PQJMTRACT COMPLIANCE DIVISZQN DEPARTMENT Oc HUMAN RIGHTS EQUAL EMPLOYMENT OPPORTUNITY REPORT ,hia runort should be submitted to t%e Human Rights Department by each Contractor ane: Covered S ubcontractor(s), biweekly, throughout the life of the contract. Subcontractor should report contract and eznpleyment d:ta q^rtaining to their subcontract viork only. Tl.e man povier figures to be reported under employment data should represent the pro- ject work force on board in whole or in part, by weekly. The m"n powe. figures to be reported in Te.ble A should include journeymen, apprentices, and on the job trainees. ?.tan power fi{;ures to br. reported in Table D should only include apprentices and on the job s trainene its indicated. s C,':ec:: A,rrropriata Block None and Addreas of Firm P'N `. bar I/Contractor / /Sub-Contr. Prank Coluccio Construction company �ty ot•Yenton 7778 Seward Pk So., Seattle, Wa. 99118 W-390 Type of Construction Name,Location of Project Report for Period Percent Complete Watermsin City of Renton Ending Talbot Road S. Pre-construction EMPLOYMENT DATA DATA Table A he Total Total Appren- On b JOB CATEGORIES Empl. Misr, Black Asian Indian Spanish ticea Job Trainee F M F M F M F 1vf F M F ld F M F Officials (Managers Supervisors 1 _ F'or_eman Secretarial Equipment Operator 3 _ Mechanics Truck Drivers I Ironworkers _ Caz rs Mas_ Cement enteons _ Electricians Pipe tterm, Plumbers 2 2 1 I Painters Laborers, Srrni-Skilled I ` Laborers Unskilled 3 TOTAL Table B Apprentices On the Job Thinees Affirmative action taken or proposed to increase minoritf' eientatien in permanent •pork force: RE'D Nov 15 ;&z CUNIRW CO)dPLL'':CE DI`JISAN I 11/13/72 _ fi repared By: (Si;nature and Title of Contractor's EEO Officer or Rep) Date L-- HRL - Revised 4 ti CONTRACT COMPLIANCE DTVMION DEPARTMENT OF HUMAN RIGHTS ESTIMATED START Ah" CONSTRUCTION DATA Name Frank Colucclo Construrtfon Comoary Name Address 7778 Seward Park Ave. So. Address City/State Seattle, Wash. 9R118 - City/State Tele. No. 722-5306 Tels. No. s Type of Work Bid On Watermatn Type of Work Bid On s Eat. Start Date 11/27/72 _ Est. Start Date_ - Eat, Working Days 20 Est. Wor'dng Days ITame Name Address Address City/State City/State_ Tale, No. Tele, No, Type of Work Bid On Type of Work Bid On Eat. Start Date Est. Start Date Est, Working Days_ Est. Working lays Name _ Name Address_ Address City/State City jAUl el fl CD nit _ pNU10N Tele. No. _ Tele. No.�4 E Type of Wrrk Bid On Type &Wrk Bid On Est. Start Date Ent. Start Date Eat. WorkinV Days Est. Working Days - Contractor may submit this form as his flow schedule chart or submit one of his own. HRS t 's-)NTRACT COM;'LIANCE D[V1'��N DEPARTMENT OF HUMAN RIGHTS PROJECTED EMPLOYEE TOTALS Sub-Contractors Totala Black -SpAr, Asian Indian Femala_, Name CRAFT* Foremen Address Journ3 mr___,__ _ .Telephone Laborers Name CRAFT*__ Foremen Address Journe._men Apprentice s Tele hone Laborers Name CRAFT* �l Foremen Address Apprentices Tourne en Tel,enhone Laborers Nune CRAFT* Foremen mess Journeymen _ A renticeE _ 1 Te:e .one Laborers Name CRAFT* .x Foremen Address Journeymen Apprentices Telephone Laborers Name CRAFT* Foremen 71 t Address Journeymen Apprentices Tele hone Laborers Name CRAFT* Foremen Address Journeymen _ Apprentices _ Telephone Laborers _ Sub-Contr Totals Affirmative Action Taken or proposed to increase minority representation in the abPve trac'cn. �5 'AN *'Identify Trade IIR4 Revised 1 ad`t�' A W, .AQI1TRACT COMPLIANCE DIV—ON DEPARTMENT OF HUMAN RIGHTS LOCAL M_VPOWER REPORT ContractorFrank Coluccio Construction Company Amount of Contract $29,966 Address 7778 Seward Park Ave. So. Type of Work Watermeln City Seattle State Wash. Starting Date 11/27/72 prox. N i a EEO Officer Frank Ccluccio Est. Completion Date 12/22/72 prox. . Telephone Number PA 2-5306 P _ Prepared by wrr ce anager. Location of ProjectRenton - vic. Talbot Rd. Date 11/13/72 Total Total Amer, Spur, Apprene elOCCUPATIONS Em 1. Minor, Black Asian Indian A .ier, tics• F M F M F -M-71 F M F M F M F M F Officials (Managers) Suverintendente— Foremen 5 Clerical 2 Auditors Equipment Operator_ 19 1 1 _ Truck Drivers 8 Ironworkers Car_pentere Cement Masons Electricians Fi efitters, Plumbers 4 2 1r Painters Laborers, Semi-ekille Laborers unskilled = 1 1 Mrchanics 2 1 t *identify Trade Affirmative action taken or proposed to increase minority representation in permanent work force: If Onions cannot furnish, we have list on file of minority ager"olta be called. ti 1'•�` . 1 J We have just completed job on which carpenter so§h .Cie was u%q,o we will use such apprentices again when another jgb•varrants it. HR3 - pevised 1 aTE_..�ZYI 9_��2 CITY OF R E N T O N NO 01(SOS RE ISITION _..__..._... x°T_J13tar Matntp TO'ai_ AMOUNT ACCOUNT • _ '�—�Y.�fi�._ 4MOUNT _ VENDOR ACCOUNT* Pacific State Cast Iron Pt AMOUNT 1-__ — Ci o��_-1 �.-211 6th Ave N _ OTY DESCRIPTION IN DETAIL ~� J 16 LF 8" C.I. Water_ Pipe T.J. _8 3.2$/ft — x 36 LF 6" C.I.Water Pine (T J ) B f9 2 /ft 3 8"Wl C.I. Tee ':!1YFL ® 63.95 l 8" C.I. Solid Sleeve — 1 b C.I. Plua 0 12.20 -- 1.l�arrh la 707� _ f • — t PURCHASING TO ORDER AIIT� a. f 1 'r 5 r 1�1 Y O ♦ � o ENGINEERING DEPARTMENT WATERMAIN ADJUSTMENT 8 RELOCATION and APPROX. 15OLF of SANITARY SEWER EXTENSION FOR TALBOT ROAD S. U.A.B. PROJECT 8-1-102 ( 21 ) FROM S. GRADY WAY to PUGET DRIVE W-380 I CITY ENGINEER'S OFFICE . RENTON, WASH'NGTON MUNICIPAL XU1LDIN0 200 MILL AVE.SO. RENTON,WASH,E9086 233-2631 1 4 f. BID TABULATION FC)F' VV - 380 Frank Qrluccio Conot. Cesner 8 Drown, Inc, Diurio Coast. )o., Inc, Metro Sewer Coast. UAB PROJECT 8- 1- 102 ( 21) > ' -• 11025, - 142na S. E. 2821 - S. 200th St. ?140 N. E. 122nd St. TALBOT ROADS from 7778 Seward Park Ave.S. Renton, WA 980.ss Seattle, WA 9818a Kirkland WA %038 Seattle, WA 98118 S Grady Way to Puget Drive ITEM _r- T JN11 1�1�IIT * U1�.� ' .. y _ 1 _ jOUFNTIrY ma TOTAL PRIG_ , 1 a N;7 Ury wtT u'i. I{ !Al_ Install 24" 0. I. Wa ter Pipe 1F12 IF 8.00 $12,096.00 13.00 $19,656.00 8.00 $12,0`t+1.00 10.00 $15,120.00 :A2 Install lit" D. I. Water Pipe _. 144 IF 1u.00 1,440.00 _� 9.00 1,2'�6.00 7.00 1,008.00 tr,00 1,296.00 Aa Tnst.,11 12" D. I. eater Fipe S4 IF 10.00 540.00 7.0 410.4u 6.00 324.00 a•po a24,00 IAi a Install 8" D. I. hater Pipe lus tF 10.01.) 1,000.p0 s.u0 004.80 3.00 324.00 00 540.00 AS Install 1 " D. I. t{titer Pip 480 1F 7.00 3 1s0.00 4.L,p � -- ' e - , 2,070.00 a.00 1,350.00 3.00 1,3s0.00 �A6 h::aall 4" C. I. Eater Pipe 18 IF 10.00 160.00 4.00 72.00 2.00 3<..00 3.00 F4.00 'A7 FIP & 1 24" Butterfly Valve Assembly 2 Ei1 600.00 1,200.00 000,00 1,200.00 400.00 804,00 iYO.Of• 1,200.00 f. A8 Install lull Butterfly Valve Assembl: 2 G1 100,00 ''2U0.00 80.W 160.00 75.00 150.00 300.00 000.00 �:19 PIP R- I 12" Gate Valve Assembly 1 U 300.00 :100.00 100.00 400.00 400.00 400.00 500.00 a00.00 A10 Inst,a.l +" & Smaller Valve Aesmb1: 4 EA •2S.00 100.00 1-10.00 8 0.00 •25.U0 100.00 >0.00 200.DO ,A11 Install Fire Hydrant Assembly 2 EA 150.00 300.00 10.0C .00 A0 100.00 200.00 300,00 000.pp •Al2 F & I Temp. Cold Mix Asphalt s0 Tons 11J.00 s00,Uu 10.00 500.00 _ 20.00 1,000.90 10.00 1;00.00 1 ' A13 F & I Ccncrete Blocking 10 Cu.Vds. 30.00 300.00 25.00 2s0.00 30.00 300.00 10.00 800.00 �- - LA14 F & I Select Backfill 3600 Tons 1.30 40680.00 1.00 G,(,00.00 3.00 1011400.00 23 4W,00 s �Als F & I Asphalt Surface Restoration 70 Tom 15.00 1,0:O.00 20.00 1,400.00 :;0.00 2,100.00 40.00 <0.0o i 416 ReinstalLrtion 314 Water Service 1 EA 150.00 150.00 40.00 40.00 7s.00 7;.00 1F0.00 lsJ.00 _ SUB TOTAL A $27,26o.00 $31,939.20 $310063.00 IBl F d I 8" Concrete Snn Sewer Pi T s Pipe 1.0 LF 10.00 1,S00.00 0.00 1100,00 10.00 11500.00 _ _14.00 2,100.00 _ 1 t�Bi F .& I F, nitary Manhole 1 EA 400.00 40J.00 400.00 400.00 or)0.00 "00.00 �s0.00 �S0.00 tBS F & I Drop Connection to Ea. mil. # 1 M .500.00 Su0.00 s00.00 300.00 S00.00 500.00 750.00 750.00 - 4B4 ^_S I ;elzct Beelfill _ 7. cuads. 2.00 1;0.00 2.00 1.,0.W 5.00 375.U0 7.00 s2s.U0 B6 F A T Crushed Surface Course 6 Oki. Yds. 10.00 00.00 .Do 30.00 0.00 36.00 7.00 42.00 i As Pavement Patch 3 Tons 30.00 90.00 30.00 00.00 3.00 9.00 40.00 1*20.00 H $ 2,700.00 $ 2,070.00 $ 3,020.00 $ 4,n87.00 SUB TpTAL A • _ $27,26u.00 1. $31,999.20 j31,0i.3.00 $49,434.90 .1 PIP a I Furnish in Install a Install TOTAL T n ' 4. $34,099.20$_9 n,r,.00 I $34,053.00 $;3,521.00 . EaG. 6SAn1ATE b 39,54a eo ■ .- - 1Y BID TA5'JLATION FOR W - 380 Frank Wluccio Const. Cesner & Brown, Inc. Diorio Oos)et. Co., Inc. Metro Serer Cent. { I UAB PROJECT 8 - '- 102 21� Co•. I^c• 110 5 _ 142nd S. E. 2921 - S. 2Wti: St. 7e40 N. E. 122ad St. TALBOT ROAD 57778 7778 Seward Park Aw:.s. Rc[Ron, ►.4 98055 Seattle, WA 981A8 Kirkland, Wj %o3a from Seattle, h , ^8118 5 Grady Woy to Pucaet (give # ITEM aL'ANTlTY r Jtv,` uiv. . UNIT Ufa:i UNIT UNIT RAC TOTAL TOTAL PRICE ICTA_ Al _, Install ?4" D. I. Water Pipe 1. 12 TX 8.00 ;12,09o.00 I3.OU 41,)1650.00 8.00 g12,096,C0 10.00 tA2 Install lo" D. I. Water Pipe 144 W 10.00 1,440.W 9.00 1,296.00 ;15,1�O.W ` 7.00 I'm 9.00 1,296.W 'ILI, Iasti,ll 12" D. I. Water Pipe 54 W 10.00 540.00 7.60 43.0.40 6.00 324.00 rr.00 324.00 IA4 ! Install 8" D. I. Water Ripe 4.00 c.00 540.00 r . .. _ . _ . .-. 108 IF 10.0U 1,080.W 5,00 uO4.80 3.00 2 _AS !Install. e" D. I. Water Pipe ISO IF 7.00 3,150.00 4,a0 2,OTO.UO s.00 1,3:0.00 3.00 1,350.00 Ab Install 4" C. I. Water Pipe 18 IF 10.00 160.O0 4.00 72.00 2.00 30.00 3.00 54.00 A7 FIP & I 24" Butterfly Valve Assembly 2 U 000.00 1,200.00 40.00 1,?00.00 40O,G3 800.00 400.00 1,200.W A Install 10" Butterfly Valve Assembly 2 E1 I.W.00 200.00 80.00 100.00 75.00 L 0.00 300.00 ('00.00 :19 - FIP & I 12" Corte Valve Assembly 1 EA 300.00 300.00 �oo.uD wu.oa 400..)0 400.w :oo.00 ;oo,W A10 Install 8" & Srwlle_ Val\•.. Assembly 4 EA 25.00 100.00 '.'3.00 80.00 25.00 100.00 �10.00 200.00 All Install Fire Hydrant Assembly 2 EA 150,OU 300.00 100.00 200.00 100.00 200.00 300.00 000.00 .A.0 F & I Temp. Cold Nix Asphalt -. 50 Tons 10.00 SW.OU 10,00 SOO.00 20.00 1,000,0U 10 W 500.00 A13 F & I Concrete nlockin:; 10 Cu.Yds. 30.00 9W.00 2S.W --r---- 250.00 30.00 300.O0 d0.00 800.O0 A14 F .& I Select Backfill 1,00 Tons 1.30 4,680.()0 1.00 3 (rGO.W 3.00 10,300,00 23,400.00 F & I Asphalt Surface Restoration 70 Tons 11 :0W .00 1,0 . i0.00 1,400.00 .10.00 2,1U0.30 40.00 •fib Reinstallation 3/4 Water Servic 1 E0. 130.00 150.00 40.00 40.00 75.09 75.Go 150.00 15u.;i0 _ ---- - 5UB TOTAL A ;27 26.Do � 6 . _ $.91,939.20 j31,061.00 ;499434.00 B1 F 8 I 8" Concrete San czewer Pipe L`U IF 10.00 1,500.00 6.00. 000.00 10.00 12500.011 14.00 2,100.00 8�2 , F & I Sanitary Manhole 1 F1 400.00 400.00 400.00 400.00 600.00 i.U0.00 ;50.00 550.00 �B3 1 F & I Drop Connection to Ex. 411. 1 )'i 500.00 500.00 500.00 1 FOO.00 500.00 500.00 150.00 750.00 F & I Select Backfill 7. Cu.Yde. :.00 LbU.00 2.00- 15U.00 5.00 375,U0 00 5 5 7 2 .00 86 F 3 I Crushed Surface Course o On. Yds. IU.W 60.00 5.00 30.00 6.00 30.00 ?.GO 42.00 f 64 F & 1 Ysphalt Pavement (itch 3 Tuns 30.00 90.00 30.W 100.00 3.009.00 40.00120.00 -_ . -. _. SLa, TC:TAB g 2,700.00 ; 2,070.00 g 3,020.00 g 4,087.0 5UB TOTAL A '- $27,26i•.W . 331,063.00 ;4S,434.00 - °31 939.?0 F & I = Furnish & Install - PIP It I = Furnish in list & Install TOTAL $29,966.W 04,099.20 ;34,0'45.00 ;53,521.0D E�+G. E'ST�n(A?E S 33,s45 00 - flTfig _ UAB IALBOT ROADS fru.ro ' ► , wA ®sosr `J Grad )Na to Pcegat Drive 1 kY * ITEM u�nrUWT @, I. 4i1r Mae t �' tail 1S» B. I. Balser T }R.00 +F0.0fT 1.�4u �� 6.01, {iD -. 3_4 80 -F I A all i.. I. Mttt< "# 1 060.00_ { .80 .. 3�00 Sa03� A$ ' Install 6» D. I. Meter Pine _ A_ .00 4_�Ib ?. o".00 �i 3,000 i AT � �.3� 2a» 8uttssflx �a?ye [ _ --_ 'mot-z•�1 irs.aa -Ja200.00_, da�_ ;.le Install 16" Yattexf79 irwe I I _ 700.00 ". _ 160.00 _78.00 } _ _ 160.00 iA9 FIP 4 112" Gate Pales_ �D3yA� 3 b09.fl0 300.00 t 409,tl0 400.00 400.00 W0.60 - a,0� 500 A10 Install tl» 4 S-o x Ptive mmkl� _ 4 GR„ I �.00 20. i0.00 00 -50_. "�- -�0.09 i Ail Install Fire lbirant ,lssssib3v ' - i A32 F I Iwo•._ �_ .AP � 3S1P.00 i I- - t - L0a9.08 A19 P 4 I Goaeretc ItLoakiall 10 .oa.Yds. 30.00 300.00 2i.00 250.Do d0.a0 300.00 soo-ag, - i00.M 4 F a I seiact iadcfill i- pM Tea ?ems? A1S F Al I As It Surface ReaOuratiac j to So7� }8.00 *0.IO _00 itAft.00 no.00 a Reinata atian d(4 Mtt r 8txvice .ice -.__. l _L ?kjy- ct. _ °SM TOTAL A OUIWs I i Ya + aM.oa a3a.c+o �r -! P i » Osncrete sw, Sayer pbe 6. 09 1.b00.00 - i • too �82 i f 3 E Sanitaxs 1 $A .80 400.C6 00.00 400.00 600.00 609.80 550. SiS0.00 �3 fyi F i I ika_p._tbnne 1" tr am. Man 4 ! P i I 8tlact Dc^RISlI _ ! x ce 4 1 Crushed Surfa 66aew 601,, Y 10.00 6o.aa 3.00 $0.00 3 8.00 36 , 41.00 4T ksphalt, s I - .(ID 40 .00 9 0Q SUB TOTAL A _- F S I � Furnish 4 Iastil2 �y.� _ FIr 4 I - Fura.+aa in past 4 lwt*U 'I / 6„oW9r.� tyi 2M „90 c ws. •+va c`* -- t y all fi S 00 CITY OF RG'ITOIY c S 2 1972 BUsS.YESs 11.1 92 • FRANK ODLUCCLO O1N9I7tUCTIOt CO- , IAC. 1778 Seward Park Aoe, Snuth Seattle, Qa. 98116 Underground Utilities U....W r4.Im"AtAo. llw. all;" tw.w 1sAo. U.� Y..."itWN WES J.1.. Y T.4 ♦. Mxw atas"NN CYpw1J �✓✓ y...• SNw Y ywwMI; .,I 14 ar tYt.s. w^ Y - •w• r tY t..... w -� r '*N4 CAN.,Yw r . .rAr. a, �e bALA"W ,w.Iw, .ti.SSSSI J Yy WAS" Y.r.�S ft 0.S Iyrr M Y.w AAA °.n WO LOWS, i I/l7/71 •��(.-I..w✓iE'�/ ont�ct�e i 1 I °a VER4s°A"' STATE OF WASHINGTON SINSSPAND ►ROLSSSIONS' ADMiMISTRATIONsr�RO►SSStDNAl•ff7;l�011: . r....CSSrNI[S rr..rT rM.�Cn]°"H.reo,.[1[Ox n LICENSED u I. VIMD W LAW AS RIG* . CDNTRACTOA:GSNSRA4- -0OIU;CIOiRRANMICONST CO '77TS SWARD PAW AVS, S0 MTTLII wA 9St;s S �162 lei Y7i NOW CERTIFIED COPY OF CORPORATE RESOLUTION OF FRANK COLUCCIO CONSTRUCTION COMPANY I, J. N. COLUCCIO, do hereby certify that I am the r Secretary of Frank Coluccio Construction Company, a Washington corporation, and that at a meeting of the Board of Directors , 1 duly held in accordance with the Articles of Incorporation and Bylaws of said corporation and at which meeting a quorum was present and acting throughout, the following resolution was unanimously adopted by the corporation, to-wit : "RESOLVED: That Frank Coluccio, the President; Vincent Coluccio, Vice President; J. N. Coluccio, the Secretary; and Vincent Minice, Assistant i Secretary, or any of them, be and they are each hereby authorized to make, execute and deliver on behalf of this corporation any and all documents , papers , contracts and instru- ments of every nature whatsoever that they, or any of them, may consider necessary or a propriate in connection with the affairs of this corporation, including, but without limi- tation by reason of specification, the signing of contracts, bonds, and other assurances. I further certify that said resolution has not in any way been amended or revoked. DATED at Seattle, Washington, this.= day of 197A. / C NTR��AgqCT CHECK L//I ST �- PR0.1EGT7y ' ,-..(,Q/.. .,y,t-P.n.�,'. �./,�-Ef4!4',4C.:. . O.K. INCOMPLE COMM6AfTS CK'D BY PROP03AL ✓ �.,� W o BOIJO ,/ ✓ SCHEO. OF PFt1C.E. t10 w1-Dt6CA1M14AT ✓ MINIMUM WAC r-_ AGRG@MGNT 1 ./' v 2 / 810"D -i'O C1TV ✓ CTN BUb1/1E51ti 1_K.. ✓ ✓ W5u1zANG6 ,/ ✓ I / ♦ k TALBOT ROAD S. Watermain Adjustment & Relocation, etc. BID: 2:00 v.M. 1111172 Plan .I Contractor — DEP. Date Date P a Pick Up Received Pi turned f, �— -- 12 ids= 1 ////GGGGyyyyyyyy____ �: - V a` 0 6 20 IT OW 40 I ' p I' ,. -- — — 27 9Ygg � 4 N iO3 24 n _ - _I N , r► ► Return thus copy to: uepartscnt of Lighting Right of Nay apa ^-'arty Division C rY UL si 4[ . -• . DEPARTMENT OF LIGHTING ' LIrT LOGO'GJILZIN'. IGIS TX•NO 1/CYJC 1CNrrLt. WCSMIwGTO40104 TCLCIMCNC 62]-]6G3 �j�I`Il rl•I lt•I�L) -- GOROLll, VICK[RY EuywlnbnC+nt November 2, 1972 Mr. W. C. Bogart Washington State Highway Commission Departs.;.: of Highways Office of the District Engineer District No. 1 6431 Corson AVenLe South - Seattle, Washington 93108 Attention: :Ir. John S. Nolan District Title Examiner Dear Sir: 1 /I Re: C.S. 1741-1 SR Sis (•r Renton Vicinity Carr Road to Grady Way `..-" Parcels 1-8974 and 1-8979 - This is in reply to ,your letter dated OCtOSCr 25, 1972, rcou_stinO, pennission to enter unon the City of Seattle's fee-owned lands in connection with the above referenced State Aisu;ay Project, SR-515, Carr Road to Grady Way, in the City of k;cnton, :iashineton. Please consider this letter as the City of Seattle, Department of :A Lighting's oer.:ussion to enter upon the fee-owned parcels of land, designated as Parcels 1-8974 and 1-8979, on the enclosed drawing, at the State's ri.;I, and subject to the enactment of legislation authorizing the conveyance of portions of said parcels. It is agreed and understood that the State of ::'ashington will in- demnify and save harmless the City of Seattle from any and all clai;rs, actions or damages of any {rind and deseriotion which may accrue to or be suffered by any person, persons, or property by reason of the construction of said road approach or the use and oceLroarcy of said property by the State of ::ashington, its agents or representatives. Will you please acknoa..,ledge the accentance of these terns and con- ditions by signing and returning a copy of this letter. Yours very truly, JANET R. SHOCREY Director of Administrative Services BH:acl The Terms and Conditions stated herein are accepted and agreed to. State of Washington yy1 Highway Commission l Department of Hig4ways y By_ 1 i Title: November 6, 1972 weshingtnn State Bigtwr.y Cor.'ission Department of ait(tways Office of District. engines, District e1 6431 Corson Avenue B. Ssatti.e, MA 94108 Attention: tar, aohn Berkowitz, District utility Engine, Pefermce, CS 1741 SF 515 - S. 196th St. to Grady stay Utility Agreement Gentleman: The Bid Opening on the two projects covered in our agreement took place on eem.esdsy, November 1, 1972. These projects were water Project 0380, Talbot Road, and water Project t388, Benson +toad. The Engiz~inq estimate for installation cf WI-380, Talbot Road, was $30,842.70 and the low bid was submitted by the Frank CollucCio Construction Co., Inc. and was $27,266.00 (Schsduls A). The Rnginsering estimate for installation of NE-338, Benson toad, was $9,366.00 and the low bid was submitted by Ceswwr 4 Bt wn, 1". and was 55,325.60. The Bid Tabulation sheets for both of the projects as well as copies of the Certification of tublication are attached herewith. It is the recommendation of the City of Renton that the aformmentioned law bidders be awarded their respective projects. At this time the City would ask approval to award these contracts. If any sdditionIl information is required, please contact this offs.-e. Very truly yours, Bert B. Ncapary, E.R. Acting Director of Rngin"ring konald L. Olsen utilities Office Engineer IALOsep Enclosure 1 ♦ 1 November 9, 1972 Mr. bill Grant, Chairman Members oY the r`ublic Works C"Mitten PM, Baraaaen4ationa on Bid Award9 Gentlemen+. e 1t U the rxrnrerviation of the Utility E.gine:rinq Deparbsent that the City approve the aware of contracts as follows, 1. Talbot koad S. watersain It is recussslded that the City accept the low bid of $29,966.00 by the Frank Coluecio Cop Aruction Co., Inc. 2. Benson Road S. Watersain It is reccomended that the City accel the low bid )f $5,325.60 by Gesner and Erown Irc. Both of the aforementioned recommendations would be subject to approval of the Sute Highway Do, ,ar"wzt prior to signing of the contracts done to their cost participation in ,h-se projects. Bert B. McNamay, 11.E. D.cting Director of Engineering ro.ep , November 9, 1972 Mr. Bill Grant, Chairman Members of the Public Works Committee CCC RE: Recommendat`_ons on Bid Awards Gentlemen: +V It is the recommendation of the Utility Enpincering Department that the City approve the award of contracts as follows: 1. Talbot Road S. Watermain It is recamnended that the City accept the low bid of i $29,966,00 by the Frank Coluceio Construction Co., Inc. \ 2. Benson Road S. Watexzna m r� w' It is reconm Panded that the City accept the low bid of ' $5,325.60 by Gesner and Broom Inc. 1� Both of the aforementioned recommendations world be subject to approval of the State Highway Department prior to signing of the contracts due to their cost participation in these projects. . Bert H. McHenr S.E. Acting Director of Enginoaring - : ro:sp 4:" 0.�6c�'oh D� f✓GINLE�iN6. ' %AA/ F 1 a i J ' 7 t 1 ENDING OF FILE TITLE \tj - &;QirnAL4 '� - ok n • , • ct vn s • i t J s A r • pp . r vy^;, t""+IrN V k,^ f �l w I N T E R 0 F F I C• :; C O P v " S P O N D E N C E J"r Late Decem6fr 71. 1413 - PO Vincent 1,ee, U.A.B. Department / ` ,lt✓ , ' FROM Ronald Olsen, Utilitv Office Engineer KP SUBJECT U.A.B. $8-1-102(21) Talbot Road South This is to inform you that the City of Renton Jtility Department has purchased by warrant transfer (dating December 27, 1973), the following listed materials which were purchased originally by the U.A.B but were never used on the project. Unit Total Item Quantity Price Price L i' 4"C.I.Sclid Slteve, S.F. 0" 1 Ea. 16.95 16.95 6" Trans.Coupling (C.I. x STL) _.1 Ea. 28.93 4B+Mi- r7•`j� 5-1/4" lower Hydrant (MJ) 1 Ea ✓239.00 239.00 6" G.V. iMJ x F.L.) 1 Ea., ✓ 79 20 79.20 7r. 6" C.I. ee (MJ x L) 1 £a �+1•7"Ot 40 4&- i8-0t7"' 24" D.I. Water Pipe (Ti) 110 LP ,,12.69 1,395.' 4"C.I.Water Pipe 18' - 1-1/2" EA 77i ,7 '-> Long I JTF ax p't9 36ri9 16"D.I.Water Pipe,Class 2(TJ) 35 LF V'8.40 294.00 8" D.I. Water Pipe,Class 3(TJ) L"' LF ✓3.73 44.76 6" D.I. Water Pipe, (T.1) 44 LF ✓ 2.49 109.56 Sub Total 2,'82.89 5$ Sales Tax 114.14 ��. TOTAL. $ 2,397.03 If you haie any other questions, please contact this offie2,.,._ HunnId Olsen�0114 1111u y"t,1u,• RG:mw 1 To, Vince Lea FrWB: Ron Olsen December 13, 1974 Subject: UAB $8-1-102(21) - Talbot Road South Page 2 --------------`------------------------------- -- Purchase Unit Order M Item Qty�. Price Total 02497 6" t4Jx6" Flanged Tee 1 $ 61.75 $ 61.75 5% tax 3.09 $ 64.84 TOTAL UTILITY PURCHASE $2,785.76 GL01 ¢N+ Sn i SY. I N T E .f O F F I C E CORRESPONDEVCE Date December 13, 1974 M Virce Lee, U.A.B. FRCM: Ron Olsen, Utility office Engineer SUBJECT: UAB 08-1-102(21) - Talbot Road South This is to inform you that the City Utility Department has purchas...,.i the following listed materials, ref. warrant transfer dated December 27, 1973. This material was cri finally purchased for the UAP _project, but was not installed. Purchase Unit order 0 Item QtLL. Price. Total 01680 9" Pipe, Cl. 3 (TJ) 12.75 l.f. $ 3.73 $ 47.56 6" Pipe, Cl. 2 (TJ) 43.125 l.f. 2.44 107.38 G" C.I. Tee (MJxFL) 1 48.40 48.40 16" Pipe Cl. 2 (TH) 35.125 l.f. 8.40 295.05 4" C.I. Sleeve (Solid) 1 16.95 16.95 $ 515.34 5% tax 25.77 $541.11 19173 24" Pipe, Cl. 1 (TJ) 110 l.f. $ 12.69 $1,395.90 4" ':.I. Pipe 18.125 l.f. 1.455 26.37 $1,422.27- 5t tax 71.11 $1,493.38 01679 6" Gate Valve (FLxMJ) 1 $ 79.20 $ 79.20 5-1/4" M.V.O. Hydrant (MJ) 1 239.00 239.00 $ 318.20 5% Tax 15.91 $ 334.11 02607 5-1/4" Iowa Hydrant (MJ) 1 $Y39.00 $ 239.00 5% tax 11.95 $ 250.95 01681 2" Galy. Plugs 2 $ .52 $ 1.04 2"x6" Galv. Nipples 2 .72 1.44 313-12" C.I. x 2" Saddle 2 11i.80 31.60 6" C.I. x 6" O.D. 0435 Coupling 2 28.93 57.86 0411 Coupling 1 4.60 4.60 $ 96.54 5% tax 4. 13 $ 101.37 1 . 'M. 1 i CITY OF RENTON —UTIlXMS DEFT. TREASURER'S STUB 200 MITI .Avenue So., Renton, Washington 91066 RENTON UTILITIES DEPT. Phone 236.2527 'flAf! RBN7{IRN TNIf f711R WE7N RlMITTANC! MAKE CHECKS PAYABLE TO CITY TREASURER DATE DECWBO 26, 1973 200 MIN Avenue So., Renton, Washington 9005! (` SUNDRY SATE: BILL, :' 3580 SUNDRY SALES BILL 142 3580 S 1~Ln;IH�Ui KM DOARZIM 07 11=41%.13 J Fi FtD7ClTv unTL' L4:YAItTl92i'i OF SIO8ays 6 W.G. HCXLtR'I 6431 OUI490i AYr2JIJS S'Wl'ft N1. il.C. DOGART 194ITTI3, WA.QAaIWYTON 98308 6b31 Cummi Avam, so)mi '.nut I14%II al'OW 98308 P AMOUNT DUE$ 49t784.20 3 49t784.2o 27")1 III At ,T W- t1 'a As D.A.B. PROTi:C'T 8-1-102(21) TALDOT ROAD 31111111 80U1'Ii GIUIDY WAY TO PU= 21M 2727 ' ' 9 LU4 AIID =TALLATIOM IC)R PROJECT W-388 Da" ROAD F'OR :1 W 5 TO EAOT L' RIDGL a= =i ILIGTON ST= DaAI<TPIV'1TT OF HLO1W.1Y.9 PROJB,7*C J 3Z'41 1T,24 J � " _ _____ 9097e 16 ITZ4 ) 3 -------------_.. IC092 i 75 ITL�,' 3 4 --------------_ 54190 00 IYi1d JI 5 412 73 ITU4 d 6 -----—------------------------------ 4,413, ITll-i J 7 ----------------------------------- 165 67 " IT44 d b -_-'----------_—----------------- 3,573 56 6 ITai 9 ------------------------------ --- 3,544 16 {{� ITr2d W Ire------ ---------^- 6 6 < { "J.:TOYAL 50,260 06 { LJi fjT:L:.il SidNI:' LINK 4 Ti"= rt2 is , 1 -L 1611 FIPL''----_^_ _—_ 2,$52 11 :rr7�1 l A ILL iiu 1'li':.---------^---_----_--- 476 85 Ia^r krr yJ 47,231 70 3 4T,231 7O J. Aff 99 » PU $ oo KCHAwi Pea RIGHT-000WAY 15 l PROPiiRTY PURCHASE 2, 00 N� Try 30 TITLE INSURANCE PEE. 52 50 ---TOTAL AMOUNT----------------------------------- ------_• ---•- 49,794 !20 I +C-ATTACHY,D COPIES s LBlu 358U t 1 - rry �• C I T Y OF RENTON NO. DATE 9-6-72 REQUISITION TOTAL AMOUNT DEPT Water Kaintenance 9, : UAB VENDOR ACCOUNT a 302 542/13/63(47) AMOUNT 5744.19 F e Fwr Olympic F�..ndyj Co. #t¢ ACCOUNTS. 301 1542/13/63(47) AMOUNT $ 82.69 5200 Airport "way So. J QTY DESCRIPTION IN DETAIL Seattle, Washington Nat 1 EA 24"x8" C.Z. Cross (NJxFL) @ $787.50 $ 7^7.50 52 Tax �• 8 TOTAL $ 826.8d 17 _ ggY rj PURCHASING TO ORDER AUTH BY IIJJ �L 10 )D a a� C I T Y O F R E N T G N NO lT � DATE TOTAL AMOUNT : DEp'T Water Maintenance 90% UAB VENDOR ACCOUNT * 302 542/13/62(47) AMOUNT $302.62 4 EWT Pacific Water Works Supply C ACCOUNT* 301 1542/13/63(47) AMOUNT $ 33.63 2900 First Ave. S. OTY DESCRIPTION IN UETAIL Seattle, Washington 98134 1 EA 12"x6" C.I. Tee (All NJ) @ $102.00 102.00 2 EA 8"x6" C.I. Reducer (PExSLB, MJ) @ 28.96 - 57.92 2 EA 6" C.I. x 6" AC Transition Coupling Smith-Blair W33) @ 27.27 54.50 2 eA 6" C.I. x 6" Stl (Smith-Blair 0435) Transition Coupling @ 28.93 57.86 1 EA Smith Blair N411 - 2" Flex Coupling @ 4.60 ea 4.60 2 EA Smith Blair N313 - 12"x2" Se "es @ $15.80 ea 31.60 �1 FA 2"x24" Galv. Iron Nipple 15x.:) @ 2.76 ea 2.76 2 EA 2"xl2" Galv. Iron Ma Nipple (SxS) @ 1.99 ea 3.98 '2 EA 2"x6" Galv. Iron Nipple (SxS) @ .72 ea vb � _ 1.44 '2 EA 2" Caly. Iron 900 Bend (SxS) @ 1.25 ea r ; 2.50 1 - 2 EA 2 Galv. iron Plug (S) @ .52 Ea 5% Tax 336.25 PURCHASING rO ORDER AUTH BY b s a1 '. As per saU•rial bid awarded by City Council March 13, 1912 /""�� C 13 v OF R E N TON N0. ,�_ DATE Sept®ber 6, 1972 REQUISITION DEPT water Maintenance TOTAL AMOUNT ACCOUNT a 90% [JAB VENDOR_ 302 I 542/13/63(47i AMOUNT 3,052.99 301 542/13/63(47)109 tW7 339.22 F211 fic States Cast. Iron Pipe Co ACCOUNTS AMOUNT Eth Avenue N. OTv DESCRIPTION IN DETAIL tle, Washington 98109 144 LF ,Ductile Iron, CL 42 (T.1) Water Pi @ T Pe 8-b6f�F' 108 LF 8" Ductile Iron, CL N3, (TJ) Water Pipe 6 3.73/LF ` 4.3., _ 4oS:- 402.8 '} 450 LF 6" Ductile Iron, CL 02, (TJ) Water Pipe @ 2.49/1,F tt2Y,3ti _ 1,120.5 1 12"r6" C.I. Tee IMJxFL) @ 109.55 109.55 ; 4 8" C.I. 45° Rend (MJx"t) @ 35.65 142.60 2 6" C.I. 900 Lend (MJxMJ) @ 27.G(i i—_- 55.20 1 6" C.I. 225o Bend (MJxMJ) 4 25.30 25.30 1 6" x 4" C.I. Red, - (PE a SES, MJ) @ 17.75 —_ 17.75 1 6" C.I. Solid Si,,.w2 (LP) @ 23.80 23.80 1 4" C.I. Solid Sleeve (LP) @ 16.95 _ 1T 16.95 v 1 12" C.I. Plug IMJ) @ 20.75 20.75 - 1 1 6" C.I. Tee (MJxFL) @ 48.40 iiI L� ii PURCHASING TO ORDER •;tit •G'2 1 �T•� ' 16� 41 AurM 7C"71 k { aYi1 " Am per material bid awarded by City Council March 13, 1972 _ C I T Y OF R E N TON N0, DATE September 6, 1972 REQUISITION TOTAL AMOUNT _ O(/T, Eater Maintenance 904 UAB VENDOR yyy111 ACCOUNTS .02 1542/13/63(47) AMOUNT 7405.06 10% FET pacific water works Supply Co., Inc. ACCOUNT a 301 542/13/63(47) AMOUNT 822.78 y 2900 First Avenue S. 7 QTC DESCRIPTION IN DETAIL Seattle, Washington 98134 y0A ffa° �. f12 BA 24" Butterfly Valve (NJxNJY 2, S2,160.4� 2 SA 16" Butterfly Valve (NJxMJ) @ SI-414-20 H14-7- . 26 .4" .. .4 RA 12" Gate Valve (MJxd7J) @ $252.95 252.9 2 BA 8" Gate Valve (MJxrL) @ $123.30 246.E 3 BA 6" Gate Valve fFLxPJ) @ $79.20 237. 1 BA 2" Gate Valve (SxS) ♦ $29.75 29'7 , B EA 8"x24" C.I. Gate Valve Boxes @ $14.10 112.80 2 BA 5" MUD, Fire Hydrant (NJ Conn) @ $239.00 478.00 2 BA 12" Fire Hydrant Extension Section 0 $59.97 I 119.91 EE 7836.04 3"IOk�' 54 Sales Tax Q PURCHASMG TO ORDER 7tyb•54 � AUTH 10 ..1;- 7 Z- 1 Septcs*ber 6, 1972 To; Darlene Olson, Utility Office Roma Ron 0184n, Utilities office Engineer Subject: NO 42701 .y sy please Dill the $3,273.46 on NO #2701 to U.A.B. Project 48-1-102(21) Talbot Road, from S. Grady way to Puget Drive via A sundry sales slip to the following a^counts: Account N302-542/13/63(47) Mount 90% U.A.B. $2,946.11 4301-542/13/63(47) 327.35 Kri Mount 10% ENT TOTAI $3,277.46 If you have any gveations, please contact the undersigned. RDaPP 1 1 Septaaber 6, 1972 y i To: Bob Lux, Shop Forman Fran: Ron Olsen, Utility Office Engineer Talbot Rd. ISR 515), S. Grady WAY to Puget Drive Subject: _ ------------------ -------------------- materials for Please issue from stock on wG M2701, per Use foil wino, - , Project M8-1-102(21) Talbot Road from S. Grady Way Co k '4et Drive. t $ 760.20 rr 2 FA 24"x16" C.I. Tee (All MJ) 0 380.10 363.80 �,I. Tee 'All MJ) @ 363.0E 387.08 S 1 EA 24"x12" 288.84a, 1 EA 24"x6" C.I. Tee (M,Ix F'L) 8 3R7.OB 243.52 [ ` 2 EA 16" C.I. 9(P Bend {M.1xMJ) @ 1121.7 403.52 S !: 2 E11 16" c.I. 225o Bend tMJxMJ) & 121.76 1 @ 100.88 177.04 - 4 EA 16" C.I. Solid Sleeve (LP) 493.58 2 EA 24" C.I. plugs (MJ) @ 88.52 (TJ) Tapped 2•' @ 246.79 2 EA 20" C.I. Plugs - Sub-Total 3,117.58 5% Sales Tax 115.88 - $3,273.46 t ateararom stock and marked accordinglY and These fittings should be sepnr placed in a special area in the Y If you have any questions please contact this office. ( _ Ao=pw MIMI `. 1 i August 30, 1972 Toi Purchasing Depertsent From Ron Oleen, srginaering Department a Subject, Talbot: coed S. 01ta e-1-107(21) 1,1eue have delivered from Pacific states Cast Iron Pipe Company, 211 - 6th Avenue n... $settle, Washington 98109, as Par portion of materi.s," ordered 0.1 requisition 019173 (based on materials bid dated January 27, 1971) the fol..wIng, t I C19,c! 1012 IF Of 24" 0-actile Iron, CL 01, (T.J.) Water P1.pe i 19.187.28 1'% 276 H 8 912.69/ft. sfq 37e 56 Lr of 120 Dustile Iron, CL g2, (T.J.) Water Pipe , ( • OS." ft. 301.66 18 it of !' Cast Iron (T.J.) Water 11p 16.14 24: s7 8 i1.6SS/ft. g 19,S1S.33 1`t GC6 44 56 Sales Tax 975.77 Igo St Total 8 20,491.10 Ths material is to be charged to UAB project 9-1-1.02(21), 0136, Talbot Road e. streat MwM-Nnt, as folloes, UAD 90% 030'-5e2/13/63(67) i 18,661.99 MT 10% 0301-S42/13/67(e7) 1'Od9.11 j�' f $ 20,491.10 l If ym lie" say quastione, plasma con.Act this off too. '( t tJ i C ID S wt R ass Ni Q t.. d! a l a � 9 New CITY OF RENTO N. — 9-18-72 REWSMON DOTE— [ � — '0'GL LMO'JNT DEPT — VENDOR ACCOUNT a 401 1 534/32/64 AMOUN--J-ULN I parific Water Works Supply Co., ^c. ACCOUNT* AMOUNT 2900 1st AVe. S. . — OTY OESCRIPT Seattle. WA 98134ON IN DETAIL 8" G#te Valve X19) 0 128.45 128.45 " Gate Valve (FLxW 9 79.20 237.6C 4" C.I. Gate_Valve Boxes 0_-14.10 56.40 MYO Fire Hydrant (IU _0.41IDlSA) @ 39•00 717.00 56.97 total 1196.4Z � . -ouncil march t'I 1972. r v I PURCHASING TO ORDER A,tl. Av pr LJ t WATER MAIN ADJ. AND RELOCATION IN SR 515 benson hwy w_380 .I Y 4 f . All. 5.Oo crrY of RENTox >.77 s 1972 BUSINESS IJCEMM FRANK MI MLO WNS MULTI M CA. , 1:2r. 1/18 Sewed Park Ave. South Seattle, Va. 98116 ` Mderground 11til Lt Les [Yrr W r4. IYb1Y. Ir. . Yf ■" '.—, e,.Y 1. ' DY[Y1 1, 6 Y w [.nW [,✓_�, / 1[� I; 1/ Wlw. W.[Iw Y ... r1U.0 M .yrr+.A . N .. ..�� •...�� iY fA, H tlMO,.....ew' .r,w y a .tires ....�W y s IV W.1 N W IM.W w[.N a rs fn114.. r,r�. D" 12/23/71 em e�.w STATE OF WASHINGTON OOY[[MO[ SUIPIMAND PRDPIS$IDNI ADMINfSTRATIDNi ARORIiit0NAL10}IfIIOM` TN'[C[MIII.f rM1IT..'9. -N.Y[O r'Pfd if LIC.N..D At M1I IMD[.L.M..A � � RlO� -40NTRAL70A�IN/AA� GO�U4Ct0i�AANKICDNlT CQ 17T7! MARC PARK; AVI, I& IIATTIiI MA1��}}�� q<Y r„y 1 �. 1 INSTRUCTIONS To BIDDERS (CON'.) 9. The bidder shall, on 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. �+ 1 G 1 n; f � t 1 -' INSTRUCTIONS TO BIDDERF -. 1. Sealed bids for proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until 2:00 o'clock P.M., Wednesday, November 1, 1972. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. � No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms at- tached 'hereto. 2. The work to be done is shown on the plans. Quantities are under- stood to be only approximate. Final rayment will be based on field measurement of actual quantities and at the unit price bid. The c City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. plans may be examined and copies obtained at the City Engineer's Office, Bidders shall satisfy themselves as to the local conditions 4 by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifi- cations. i 5. The bid price shall be stated in terms of the units indicated and r as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. - 6. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without res- ervation to the FINANCE DIRECTOR 01' CITY of RENTON in an amount not less than 57: of the total amount bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following decision as to award of contract. The check of the suc- cessful bidder will be returned provided he enters into a contract and furnishers a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of in- tention to award contract. Should he fail, or refuse to do so, ` the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further informa- tion on particular points. f 1 4 AV i !�JZ .�....5 - .�, ' P ' CITY OF RENTON 7 • _.` [NOIN[[[INO O[IA11TM[NT •�� ,, .� •r•••rr ••• •_ t VICINITY MAP .�.= ~ �1. .�:w• Ec^L eir • •L JLC.•A+ SITEto • r +'<Tn pY'_wa ,.�, u .-w m. ,� a �� r�4 •, �'A vGl{} .( 4 .�•rqN:K � \ �.c ... ♦ +I� A J..ram I j p '' ' L; k CALL FOR BIDS Sealed bids will be received until 2:00 o'clock P.M., Wednesday November 1, 1972, at the office of the City Clerk and publicly read aloud at 2:00 o'clock P.M., same day, in the fourth floor conference room located at the Renton Municipal Building, 200 Hill Av~ South for the installation of a 24" D.I. WATERMAIN + and SNORT SANITARY SEWER SLIDER EXTENSION in Talbot Road South from South Grady Way to Puget Drive. Plans and specifications may be obtained from the office of the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will. be forfeited, unless Plans and Specifi-cations are returned in good condition thirty (30) days after date of bid opening. A certified check or bid bard in the amount of five (5) percent of the total amount of the bid swat accompany each bid. There will be Vashington State Sales Tax on this project as applicable. The City reserves the right to reject any and/or all bide and to waive any and/or all informalities in bidding. All duct.iron pipe, cast ire pipe, fire mydrants, gate valves and fittings will be furnished by the City. The policy of the City of Renton is to promote and afford equal treatment ` and service to all citizens and assure equal employment opportunity E based an ability and fitness to all persons regardlxhs of race, creed, color, national origin, hex, physical handicaps or age. This policy b shall apply to ovary aspect of employment practices, employee tre.tment and public contact. AL h+h � 1 Del Mead, City C e Date of LL Publication: Wednesday, October 12, 14j72 Date of 2nd Publication: Wednesday, October 2.5, 1972 Published in the Daily .Tnurnal of Commerce: Friday, October 20, 1972 Friday, October 27, 1972 CITY OF RENTON RID PROPOSAL AND PECIFICATIONS > WATER PROJECT 380 WATER MAIN ADJUSTMENT & RELOCATIONS FOR TALNGT ROAD SOUTH, UAR PROJECT 8-1-102-121) AND A SNORT SANITARY SEWER EXTENSION is The installing of 24" Cast Iron Water Main in Talbot Road South from South Grady Way to Puget Drive Bert Mc Henr>, r.E. Actinp. Director of Engineering 4 �Y Lcp—r .M FRAN CoILLGCIn. CDMTRAc1UR _ _ CFIG .30 -7a ON �a ENGINEERING DEPARTMENT API Q WATERMAIN ADJUSTMENT a RELOCATION and APPROX. 150LF of SANITARY SEWER EXTENSION FOR TALBOT ROAD S. U.A.B. PROJECT 8-1-102 ( 21 ) M FROM S. GRADY WAY to PUGET DRIVE t7 w-380 CITY ENGINEER'S OFFICE RENTON, WASHINGTON MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH 98055 255-2651 r r BEGINNING OF FILE FILE TITLE W - :7 �� Cs o_r rv�n ✓� 5 2 515 '1�jinso µ w � SPECIAL PROVISIONS ( .OM1T.) SP-13 FIELD CHANCES (Cont.) in the field to meet existing conditions shall be requested in writing and may not be instituted until approved by the City Engineer or his representatives acting specifically upon his instructions. In the event of disagreement of the necessity of such changes, the Engineer's decision shall be final. W SP-14 FAILURE TO WET SPECIFICATIONS `r the event t:mt sit - ,.,;rijn-nghip does not meet the requi its or �,iec• eications, the City may have the option to accept suc .+orkman- ship if the City Engineer deems such acceptance to be in tie „est interest of the City, provided, the City may negotiate payment of a lower unit price for said workma,iship. SP-15 PROTEMON OF PUBLIC AND PRIVATE UTILITIES 1 The Contractor shall conform to Section 5.09 of Standard Specifications in regard to protection of public and private utilities. Location and dimensions shown on the plans for existing underground facilities are in accordai -e with the best available information with- out uncovering and measuring. The Owner does not guarantee the size and location of existing facilities. It shall be the Contractor's responsibility to contact the GAS COMPANY, TELEPHONE COMPANY, POWER COMPANY', and the RENTON WATER DEPAR NT— TI$ an'd R T C D ,M , r exact locations o their respective utilities. Also, contact the CABLE TV COMPANY if necessary. SP-16 SCHEDULING OF WORK Section 8.01 of the Standard Specifications shall be deleted and the following inserted: Promptly after the award of the contract, the Contractor shall submit for approval to the Engineer a progress schedule. From this Informa- tion a progress schedule diagram. will bz camputed, plotted and a copy returned to the Contractor. Payment to the Contractor on any estimate may be withheld until such a schedule has been submitted and approved. Should it become evident at any time during construction that opera- tions will or may fall behind the schedule of this first program, the Contractor shall, upon request., proyl-ly submit revised schedules in the same form as specified herein; netting out operations, methods and equipmentpadded labor forces or working shifts, night work, etc., by which time lost will be made up, and confer with the Engineer until an approved modification of the original schedule has been secured. Fur- ther, if at any time any portic.n of the acee,,te.d .schedule is found to conflict with tt ._ontract provisions, it shall, upon request, be SP-Page 4 � 1 .p 4 1 SPECIAL PROVISIONS (CONT.) SP-08 FAIR PRACTICES POLICY (Cont.) f of Fair Practices Policy of the City of Renton", as in, raced in this document. SP-09 AFFIRMATIVE ACT-ON PROGRAM The Contractor shall be requires to read and abide by the City of - lenton Af:irmetive Action Program as incorporated in this document. SP-10 NON-COLLUSION AFFIDAVIT The Contractor shall be required to execute a Non-Cellusion Affidavit P to satisfy the City that the bid offered is genuine, is not sham or collusive, and in ro respect or degree is made in the interest or on behalf of any person, firm, or corporation not named in the proposal cintaining such a bid. SP-11 NONDiSCR'Z4INATION IN EMPLOYMENT r Contracts for work under this pr-jposal will obligate the Contractors and subcontractors not to discriminate in employment practtces. The Contractor shall also be required to execute the Non-Discrimination in Employment form as incorporated in the document. SP-12 STANDARD SPECIFICATIONS The Special Provisions hereinafter contained shall supersede any pro- visions of the Standar.. ,3pecifications in conflict therewith. The Standard Specifications for Municipal Public Works Construction prepared by the Washington State Chapter of the American Public Werka Association. 1969 Edition, shall be hereinafter referred to as the "Standard Specifications" and said specifications together "It:i the laws of the State of Washington and the Ordinances and Charter of the City of Renton, so far or applicable, are hereby included in these specifications as though quoted in their entirety and shall apply except as emended or superseded by thee, Specia'. Provisions. A copy of these Standard Speciflcatioc3 is on file in the office of the City Engineer, City Hall, Renton, Washir 'tnn, where they may be examined and co-oulted by any intorested par,y. Wherever reference is made in the steward Specifications to the Owner, such reference shall be cons:rµed to mean the City of Renton, and where reference is made to the Engineer, such reforence shall be er,utruad to mean the City Engineer, City of Renton, or his duly suthorisae assia- tam or assistants. sP-13 FIELD CHANCES Any alterations or variances from the plans, except minor adjutments SP-Page 3 w � SPECIAL PROVISIONS (CONT.) SP-05 TIME 01' COMPLETION (Cont. extend the time of completion of said work. No extension shall be valid unless the same be in writing and accompanied by the written consent to such extension by the surety on the bond of the Contractor. Time lost in replacing improper work shall not furnish eny grounds to the Contractor for claiming an extension of time for the completions of the work, and shall not release the Contractor from damages or liabili- ties for failure to complete the work within the time required. SP_06 PUBLIC LIABILITY AND PROPERTY DAMArE INSURANCE The Contractor shall obtain and krep in force during the term of the _ contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor performing work provided by this contract, and the City. The City shalt oe named as an addit_ nal insured on said policy insofar as the work and obligations performed un- der the contract are concerned. The coverage as provided shall protect against claims for personal in+juries, including accidental death, as well ( as claims for property damages which may arise from any act or omission of the Contractor, or the subcontractor, or by anyone directly or in- directly employed L, either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than . 1.00,000 for bodily injury, including accidental death, to any one person , and subject to that limit for each person, in an amount not _css than $300,000 for each accident; and property damage coverage in an amncnt of not less than $50,000 for each Pceident. 4 copy of the insurance policy, tof •they with a copy of the endorsement naming the City as an additional insured, shall be provided to the City within a reasonable time after receiving notice of award of contract . PROOF Of CARRIACE OF INSURANCE The contractor shall furnish the City with satisfactory proof of carriage of the insurance required. Fr-07 EQUAL EMPLOYMENT OPPORTUNITt AFFIDAVIT The Contractor shall be required to execute the "Certification by Proposod Contractor, Subenntracior and Supplier Regarding Equal Employment Opportunity" form, as incorporated in t�4a document. lie shall also abide by all rules a: d regulations as i.quired by the Instructions of the aforementioned form. SP-R,a FAIR PRACTICES POLICY The Contractor shall be required to read and abide by "The Summary SP-Page Y e � 41 Jill SPECIAL PROVISIONS GENERAL PROVISIONS i SP-01 DESCRIPTION OF WORK The work to be performed under this contract consists of furnishing certain materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities or service, if any, specified herein to be furnished by the City or k�.. Others), and performing all work as required by the contract in accor- dance with plans and specifications and Standard Specifications, all of which are made a part hereof. f This improvement is subject _o the installation of a 24" ductile iron water main and related facilities,as well as a short sanitary sewer ex- tension in Talbot Road Sour from South Grady W y to Puget Drive. SP-02 DATE OF BID OPENING Sealed bide will be received by the City of Renton, Washington, by filing with the City Clerk, City Hall, Renton, Washington, until 2:00 o'clock P.M. Pacific Standard Time, Novemter 1, 1992 a• 1 will be opened and publicly read aloud in the fourth floor conference room. SP-f' MATERIALS SUPPLIED The City of Renton shall supply all water pipe, fittings, fire hydrants, gate valves, and cast iron valve boxes with their required accessories. k[ The contractor shall supply all other material such as concrete blocking, R -- shackle rods, fire hydrant guard posts, valve markers, and •11 other kmaterials ner_essa_y to make a complete installation. The water will be stockpiled at the ,job site and all other related material wi_.l as stockpiled at the City of Renton, Water shop, located at 1st Avenue North and Burnett Street. Th- Contractor shall supply all material for the sanitary sewer extention, Schedule "B" or" this document. SP-04 CONSTRUCTION DIRECTION The starting location for this project will be at the i.nterFection of Talbot Road South and South Renton Village Place and then progressing to the South. SP-05 TIME OF COMPLETION The Contractor is expected to diligently prosecute the work to comple- tion in all parts and requirements. The project shall be completed within thirty (30 calendar days excluding day of starting. Provided, however, that the City Council shall have the right upon request of the Engineering Department, City of Renton, Washington, to SP-Page 1 � CER'I'IF'ICATE OF INSURANCE �� in effect on dote of this certificate, arranged by STANLEY T. SCOTT & CO., INC. 8318 M;iietledcs, Ave. E. E3esttlre.W6eriingtCrn 961043 Ir This is to certify that the insurance described be!ow has boon arranged for the Insured designated in this certificate. Any requirements or provns agreement between any contract or agre between the Insured and any other person, firm or corporation will not be construed as enlarging, altering or amending the definition of insured air any other terms or conditions of this certificate or the ilsurance designated.Such insurance,subject to the limits p of liabi!i'.y, coverages, hazards, exclusions, prevision!, eond'Cons and other terms thereof, is in full force and 'IU effect e- of the date this certificate was issued. Name of insured FRANK COLUCCIO CONSTRUCTION COMPANY Addrest of insured 7778 Seward Park Avenue South, Seattle, Washington 98118 ;y �j achy tslory sl.Mft Lear....—an r allow Th"A.I. w pr;nnry Insvro_ - I'll PIGIFLr, INt1 AurR rn*rcn*#Y t,,,..,@,I?�21],7,bQj},—Pvt. Iro.;3rP 7 4752I Umih f 100,000.00 uct Toren f_300-000.00 Each Occunioc. f300.000• 0 A99"s9•f• [aces Imme,— ___ _Erpr Pal. No_ Limits f E.ch P.n..f __Eech Occunvieo f A99rpete Total f.l.Q_QA,QQg Q_0__Eeeh Penon f_JQQ.449-Q9 Saeh Oceunenes f-39Q 0D0.00 Aggr.q.re i seeey I.I.-tl.wre,Irar.x.—Aabrnwb Pr7Mg lnruro UNITED PACIFIC INSURANCE_COMPANY I.,,, APRIL 1,1973 Pl. No CLP 72435u7 i f Um74 fps 000_On _Eech Io f 100,On-Or' Each Occurrerrco I Excos. In'. —Gisire, Pot. Ne — 1 c.ch Occurrraco I I limib S— -.Bch canon f_— Tofel f 10n,000.On _B'h Pon-, f inn,00n-nn Bch Occvrroncs _ Preearh e..,.e.U.WIcy Inwr..<.—alho M.A.Mnescl. primary Imurw HARBOR TNSITRANCR COMPANY r pi,,.APRT 1•1973 }d. No 110651 f Umik f— 50_OQO.00 Each Occurroncs S,sQ,000.00 A99re9e'e l be., Lwr,. Eapin• Pd. No ' Limits f s--h Oceunonee f—_—- I! Toll f 50 n00-00 c•ch Occurrence Y-sn04..0.Q_------Aea•egef. j trip" W.".UAll"T Ml000li Primary Imo...UNITE) PACIFIC INSURANCE CO.TAMY upi,,APRIL 1,1973 pol. No CLP 7243507 j Limits f 50.000.00 Bch Ottumnu bow Inrwa-- 6p:car Pcl. No_ Umib f ____Eech O<coronu Twist f 50-000.00 E h 0 orenco i, In accordance with the above, the insurance covers the operation; end locations described as fol�ows including j contractcal iidbilrty coverage with respect to any contract or agreement wholly in writing sub'(ect to ,.I! the ex- c!usiuns, conditions and other previsions of the insurance. As respects Water Main Adjustments and I Relocations and Approximately 150 LF of Sewer in Talbot Road South, UAB Project �. 8-1-102(21). At least ten (10) days prior written notice of cancellation or reduction of thisn I'I Insurance ahall be given to the below named ho Lder of thin Certificate. It is agreed that the City of Renton, Renton, Washington, is named as an additional i Insured only as respects the above described operations. f i This certificate Is not o policy ord does not afford any insurance coverage. This certificate of insurance don 1 not in any way amend,extend,other or vary the coverage afforded by the policy or policies referred to herein. Except as specifically provided for in this certificate, the Insurers shut] have no duty to notify the party to whom this certificate is addressed as to any change in, or cancellation of tha insurances and shall not be ,! responsible for any failure to do so. Date November 21, 1972 13Q'AN7_EY T. SCOTT A ' To C.tty of Renton 200 Mill Avenue South � I !,� nddrr-ss Renton, iJashington 98055 I , I F. W. Scott I y , i' 4 BOND TO CITY OF RENTON t KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned FRANK COLUCCIO CON'.,TRUCTION COMPANY, a Washington Corporation, 7778 Seward Park Avenue South, Seattle, Washington 98118 as principal, and GENERAL INSURANCE COMPANY OF AMERICA, corporation organized and existing under the laws of the State of Washington , as surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are .jointly and severally held and firmly bound to the City of Renton in the penal sum of $29,966.00 for the payment of which sum n, demand we bind oursely-s ind our successors, hvlrF, administrators or �- personal representatives, as the case may be. This obligation is entered into in pursuance of the e..tutes f the State of Washington, the Ordnance of the City of Renton. Dated at ,Washington, this _day of ,1972. C Nevertheless, the conditions of the above obligation are su,h that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. or by Council actl.on of the City of Renton, paad ,19 the Mayor and City Clerk of said City of Renton have let re about to let to the said FRANK COLUCCIO C CONSTRUCTION COMPANY the above bounden principal, a certain contract, the said contract being numbered UAB Project 8-1-102(21) avi providing for Waterr 'i adjustments and relocations and approximately 150 LF of sewrr in Talbot Road Sau_h, UAB Project 8-1-102(21) (which contract is referred to herein and is made a part her-of as though attached hereto), and C.; WHEREAS, the said principal has accepted, or is about to accept, the said contract, and and-rtake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said FRANK COLUCCIO CONSTRUCTION CO"fPA`dY shall faithfully perform all of the provl� •.s of said contract in the manner and within the time Herein C- set forth, or within su xtensloas of time as nav be granted under said contrar., and uhall pay all laborers, chanics, sub-contractors and material, men, and all persons who ehall supply said principal or sub-contractors with provisions and supplies for the carrying on of sai, -k, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or necligence an the part of said principal, or any sub-contractor in the pertormanr.e of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason „>'a of failure of performance as specified in said contract or from Aefects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this ob.'.igation shall be void; but otherwise it shall be and remain in full force and effect. APPROVED a to legality: FRANK COLUCCIO CONSTRUCTION CO"ANY TT ' 7r "App5 � � GENERAL IN SVRA1N CE COMPANY OF hff.P ICA E. W. Scott, Attorney-in-Fact Kai lonnwWwwrl h r i I BID BOND FORM Herewith find deposit in th- form of a certified check, cashiers check, cash, or bid bond in the amount of $ which is not less than five percent of the total amount hid. r Sign Here 9I1) BOND Ame KNOW ALL MEN BY THESE PRESENTS: r That we, FRANK COLUCCIO CONSTRUCTION COMPANY, a Washington Cornnratton , as Principal, and ENERAL INSURANCE C04YANY OF ANF.RTCA as Surety 0% are held and firmly bound unto the CITY OF RENTON as uhlige>' in the p.inal sum of ***FIVE PER CENT (5%) OF j0jAL *m'nn X7 xtn** Dollars for _. the ps.,ment of which the Principal and the Surety bind themselves, their heirs, e-.ecutorr, i" administrators. successor- and assigns, jointly and severally, by these presents. "Ube condition of this nhfigation is such that if the Obligee shall make a:+y .,ward to the Principal for THE INSTALLATION OF A 24" D. I. WATERMAIN AND SHORT SANITAR'7 SEDER EXTENSION r, IN TALBOT ROAD SOUTH FROM GRADY WAY TO PUGET DRIVE according to the terms of the proposal or hid ma, e by the Princi.pat therefor, and the Principal shall duly make and enter into a contract wits the O:.:ItAte in accordance with the terms of said proposal or bid and award and shall give '+ond :or the faithful performance thereof, with Surety or Sureties approved f.y the Obligee; or if the Principal shall, in case of failure so to do, nay tnd forfeit to the Obligee the penal a,,ount of the deposit specified in the ca I for bids, then this obligation shall tie nul : and void; otherwtse it shall be and rems it, in full force at.t effect and the Surety sh +11 for thwitl Fa and iorreit to thr i?hiigee, as pettalt. .�:'d tiqu,dated 3amages, the v.To.. nt of ruts onl SICN':D, SEALED AND DATED THIS DAY OF Nny etillCr . .! 1.4J.2_..-- FRANK CnMY o QeRTR1SrrnN rnNvev ... Princip-rt _ .t E. W. Scott i.c to:cev-1�+-Fact i 1 1 Billlw 110 i TABLE OF CONTENTS SCHEDULE B SPL�,IAL TECHNICAL PROVISIONS r SECTION DESCRIPTION_ PAGE BTS-01 General Statement BTS BTS-02 Standard Specifications BTS-1 BTS-05 Existing Utilities BTS-1 BTS-04 Clearing BTS-2 BTS-05 Pavement Removal , Trench Excavation, Bedding and Backfill BTS-2 BTS-06 Sanitary Sewer Pipe BTS-4 BTS-07 Manholes BTS-5 BTS-08 Drop Connection to Existing Manhole BTS-5 BTS-09 Crushed Surfacing Course BTS-6 BTS-10 Aspahlt Conte•+te Pavement Patch BTS-6 BTS-11 Me3sureme� id Payment BTS-6 W y �. i. ' <er � �' TABLt OF CONTENTS f SrHEDULE A SPECIAL TECHNICAL PROVISIONS f Section Description Pa➢e ATS-01 General Statement ATS-1 ATS-02 Standard Specifications ATS-1 T ATS-03 Existing Utilities ATS-1 ATS-04 Clearing 6 Grubbing ATS-2 ATS-05 Pavement Removal . Trench Excavation ATS-2 Bedding and Backfill ATS-06 Piping Materials, Valves, and ATS-4 Fittings ATS-07 Pipe Installation ATS-5 ATS-08 Water Services ATS-8 ATS-09 Restorat'on of Surfaces ATS-8 ATS-lu Testing ATS-9 ATS-11 Disinfection ATS-9 ATS-12 Cleanup ATS-9 ATS-13 Measurement and Payment ATS-10 � t '�Vr gcllMAIPIln��s,wwaslw��9e .. ._._. .... ,:rr•xur.nr.,sa.101s".rw!1Tn.,n9T�1A�T7111f".'��nUM,1�! TABLE or coN rw.N r SPECIAL PROVISIONS SECTION DF.SCRTPPION PACE SP-26 Consrruction signs cP_q SP-27 Removing Traffic and Street Signs SP-9 sP-28 Construction rquipnznt SP-q SP-29 Size, Weight, Laad Restrictions for Motor Sr'-() Vehicles SP-30 Delivery Tickets QP-10 i SP-31 Waste Site SP-10 SP-32 Dust and Mud Control SP-10 SF-33 Payment to the Contractors SP-ll SP-34 Liquidated Damages STL11 SP-35 Awarding of Contrar•t SP-11 f TABLE OF CONTENTS SPECIAL PROVISIONS f SECTION DESCRIPTION PAGE -- SP-01 Description of Work SP-1 SP-02 Date of Bid Opening SP-1 r SP-03 Materials Supplied SP-1 SP-.1 Construction Direction SP-1 SP-05 Time of Completion SP-1 f SP-06 Public Liability and Property Damage Insurance SP-2 SP-07 Equal Employment Affidavit SP-2 SP-08 Fair Practices Policy SP•2 SP-09 Affirmative Action Program SP-3 SP-10 Non-Collusion Affidavit SP-3 SP-11 Nondiscrimination in Emplwme-t SP-3 SP-12 Standard Specifications SP-3 SP-I3 field Changes SP-3 SP-14 Failure to Meet Specifications SP-4 SP-15 Protection of Public and Private Utilities SP-4 SP-16 Scheduling of Work SP-4 SP-17 Construction Conference SP-5 SP-18 Disputes and Litigation SP-5 SP-19 Wage Schedule SP-6 SP-26 Subcontractors SP-7 SP-21 Change Orders SP-7 SP-22 Surveys SP-7 SP-23 overtime Field Engineering SP-8 SP-24 Hours of Work SP-8 SP-25 Public Convenience dnd Saf,At sP-8 e r� i GENERAL 61D & SPECIFICATION TABLE OF CONTENTS r Scope Call for Bids Vicinity Map Instructions to Bidders General Table of Contents Special Provisiona,Table of Contents �- Technical Provisions, Schedule "A", Table of Contents Technical Provisions, Schedule "B", Table of Contents Bid Bond Form Bond to City of Renton Form Special Provisions Equal Employment Opportunity Form City of Renton Fair Practices Policy City of Reitton Affirmative Action Program Non-Collusion Affidavit Form Certification of Nondiscrimination in Employment Form Minimum Wage Affidavit Fon.i Technical Provisions, Schedule "A" Technical Provisions, Schedule "B" Standard Detail for General Blocking Standard Detail for Hydrant Assembly R Hydrant Guard Posts Standard Detail for 12" Cate Valve Concrete Vault Standard Detail for 1" By-Pass Valve Assembly Standard Detail for 24" Butterfly Valve Pre Cast Concrete Vault Standard Detail for 3/4" and 1" Meters Propoaal. Form Schedule of Prices Agreement Construction Plans t rr 1 t CERTII .LiD COPY OF CORPORATE RESOLUTION C... OF FRANK COLUCCIO CONSTRUCTION COMPANY Ati I, J. N. COLllCCIO, do hereby certify that I am the Secretary of Frank Coluccio Construction Company, a Washington corporation, and that at a Tzeting- of the Board of Directors, duly held in accordance with the Articles of Incorporation and Bylaws of said corporation and at which meeting a quorum was present and acting throughout, the following resolution was unanimously adopted by the corporation, to-wit : "RESOLVED: That. Frank Coluccio, the President; Vincent Coluccin, Vice President; J. N. Coluccio, .he Secretary; and Vincent Minice, Assistant t Secretary, or any o. them, be and they are each hereby authorizfl to make, execute and deliver on behalf of :his corporation any and all documents , papers , contracts and instru- ments cf every nature whatsoever that they, or any of them, may consider necessary or l, } appropriate in connection with the affairs of this corporation, including, but without limi- tation by reason of specification, the signing of contracts, bonds, and other assurances. I further cer* �y that said resolution has not in any way been amended or revoked. DATED at Seattle, Washington, this, day of 197d{. w � -jT t 4 { r f 44 t WATER MAIN ADJ. AND RELOCATION IN SR 515 BENSON HWY 11-380 S. Purnia•i information as required, maintaining an 1 affirmative ac eon file detailing its efforts, with dates, to meet Its crnemitments under Executive order 11246. All data and documentation generated as a result cf this Affirmative Action Program shall be made available to any Federal or State agency for their review upon request. V. GRIEVANCF PROCEDURES 1 The success of the Affirmative fiction Program depends largely on the attitude of the community as well as the employee. Opiuson as to what constitutes fair and equal opportunity and treatment may vary widely and grievances may result. The following steps shall be taken immediately for any grievance arising from the implementation of this program so as to maintain the best possitle �•. employes-aunervisor and city-community relationships: A. The empiovee shall bring her/his grievance to the atten- tion of ntr/his immediate supervisor or department head, who will investigate as necessary to determine the cause of the complaint ... and work with the employee to effect an equitable solution. Every effort shall be made to resolve the difficilty at this level. r S. At the option of either party, the services of the Egaal Opportunity Officer may be requested. The Equal opportunity Officer shall intervie- both parties, conduct additional investigation as necessary, and recommend appropriate corrective action and settle- ment conditions. C. In the event that mutual agreement cannot be am'iieved and binding resolution is required by the city administration, signed statements detailing the grievance and specific investiga- tive action shall be obtained by the Equal Opportunity officer from the employee and his supervisor. The -qual Opportunity Officer ray draw upon all resources at his disposal both internally and those external to the City to arrive at recommended corrective acts- , and settlement conditions. The Equal Opportunity Officer %hail forward these statements alonq with his own .nvestigatlon 1. report and recommandations the Mayor's Office for resolution. C. The Mayor me-, elect as deemed necessary and as circum- stances so dictate to refer the grievance to a special arbitration committee. (This committee shall be selected from among City erployees and consist of an equal number of management and staff personnel.) The Equal Opportunity Officer and those directly involved in the grievance shall not be voting members of this coa•rittee. Proceedings of the committee shall be. documented and thei- decision shall be final and binding subject to review only by tha State Human Rights Commission or through the judicial m -stem. All reports, decisions, and other documentation generated 1 • the grievance procedure shall be maintained by the Equal ' mpportunity Officer as a matter of l.ermanent record. VI. GUIDELINES FOR MINORITY AND rEMALE EMPLOYMENT Fair Practicea and equal opportunity within City government cannot be fully realized until an equitable representation of women and ethnic minorities currently in the Renton area work force a-e reflected it. the City's employ. To determine the area and City work force profile, the City of Rentor shall undertake the action outlined in Section A and 9 below. As inequities are identified, corrective measures will be initiated as established in Section C. A. Determine the minority and female profile wi"'i the Renton eeplovment Arta in which the majority of current employees reside. I. Number of minorities per ethnic group i, this area. i. Generalized location of each minority g•.oup (i.e. any significant concentration within the area' . 1. Percentage of minority and I"&'a work force as compared to total work force for the entire area. 1 g4 f 111. EMPLOYEE UEVEWPMENT The hiring of minorities and women on a fair and equitable basis is only the first step In affording equal employment opportunity. Skill development, promotions, and equal nondiscriminatory an-the- job treatment are of equal importance to both the individual and f to the City. The following actions shall be undert.!.on to achieve employee job satisfaction and fair treatment and to more muccess. fully utilise woman and minority persons In our work fares. A. Assure that there shall be. no discrimination for reason of race, color, creed, sex, age, or physical handicaps with regard to uparadinq, promotions, transfer and demotion, lay off and termination of omiloyees. Any action which might adversely r, affect minorities or woman will be brouqht to the attention of -- the Equal Opportunity Officer. Employee grievances ariminq from such action shall receive immediate attention in accordance with Noction Vt. D. Develop a skill inventory for employees which can be uawd to idontif, supervisory and managerial level position potential. This shall be accomplished by: r 1. Obtaining from the employees a written statement as to their desire*, skills, and interest in higher paid positions. I. Periodic review and onal-si.s of employee development progress and readiness to assume higher positions. 1. identif^ sreelfic positions for which employee qualifies, and assure that requests for interdepartmental transfers and promotions are considered without discrimination. C. Actively encourage employees to increase their skills and job potential thrauah training and educational opportunities. of?sr quidan, and counseling in developing programs tailored to w lndividu*1 mocitude and desires, takino full advantage of programs offered by the State Dsoartment of Employment Security and Manpower Develonment Programs. IV. LIAISOti AND COORDINATION A. There oxist many arannizations vitall: concerned with equal opW)rtunit- and fair treatment of minorities, women, and the physically hsndicsop*d, and those that are over 45, whose resources can be of valuable assistance to achieving the goal■ of this program. The C1ty of Renton through its Equal Opportunity Officer shall maintain constant contact and coordinate various aspects of the Aftinative Action Program with these organisations. In addition to those alread^ Identified with respect to recruiting, hiring, and em^ yea development, working relationships shall be maintained wit the various civic, lahor, and minority organizations in the greater Benton are*. a. The City also recognisem its responsibilities to comply with and assure that equal opportunity and nondiscrimination policies of State or Federal sgencles with which it conducts business at* carried out. Specifically, the City of Renton shall: 1. b responsible for reporting to the appropriate agencies anv complaints received from any employee of, or an applicant for amp loyment with any City of Renton contractor or -ubeontract^r, subject to Executive Order 11246. 7. C000etate in special compliance reviews or In investi- gations as requested. 1. Carry out sanctions against a contractor(s) and/or subcontractorfsi as required. 6. Assure itself and the agency so part of the grant application process, that the general ar prime contractors will hot have submitted pro-paekaq*d bids that deny open bidding to minority or any N.her subcontractors. I WK � k a - E. Insure that all mesib*rs of aumagement within the City are fully aware of and In compliance with the Intent of the Affirmative Action Policy pertaining to equal employment opportunity. ►. Provide continuing communication of the Affirmstive Action Policy to management, employees, applicants for "Oloyment, and to ' outside organizations oerforming services for the City. II. tMPLOYMEST PRACTICES The overall employment oractices provide the key to assuring equal employment opportunities and achieving an appropriate representa- tion in the City's work force. The City of Renton shall undertake the following actions to achieve these objectives; ' A. Review all position qualifications a^d job descriptions to insure requirements are relevant to the task* to be performed. Revise as necessary by d*letinq requirements not reasonably related to the took• to be performed in order to facilitate hiring of minorities and woman who otherwise might not be considered. S. Pay and fringe hanefito shall depend upon job responsi- bility and along with overtime work be admintatered on a nondiscriminatory basis. C. Inform and provide guidance to these staff and managqement uersonnel who make hiring decisions that applications for sll positions, including those of minorities and women, are to be considered without discrimination. And that all applicants shall be given equal opportunity regardless of race, creed, color, national origin, sex, ohysical handicaps, or age. Primary consideration shall be ,iven minorities, women, and other definable groups at any time the Ci-,'s work force does not fairly reflect the membership of these groups residing within the Renton emplo-rment area. D. Provide periodic training for managers and supervisors in equal opportunity objectives, making use of such programs as currently offend by the Intergovernmental Personnel Program Division of the U. S. Civil Service Comeiesion and other agencies. E. Provide orientation for all new emcloyees specifically emphasizing how the City of Renton *$sure# equal opportunity and the significance of the AM Mative Action Program. Encourage all emoloyess and specifically minorities to avail themselves of services rendered. 1 F. Recruiting shall be accomplished in such a manner a. to inform the greatest number of minorities and women possibie in the Renton area of employment opportunities and to make known that such applicants are sought. Ps regards minorities a des- eri?tion of each Position shall be: 1. Advertised in the various Renton area ethnic news media. 3. Circulated to current staff and encourage peasant employees to refer minority applicants. - I. forwarded to schools in the Renton Mies with minority students. a. Distributed to minority and human relations organisa- tions in the Renton area requesting referral of qualified minority applicants. An up-do-date listing of these otganisa- tions and their spokesmen shall be maintained by the EEO Officer and the City Personnel Director. Ines* organizations would be identified as, but not be limited to, the Urban League, Equal Opportunity Center, Neida, Sinetachopi, Etc. All emplo'rm*nt notification shall include the "Equal Opportunity Employer' statement and date of publication shall be at least five days prior to cut-off data for receiving applications. C. Programs such as apprentice, auxaor and patt-time train**@, Intern, and other supplementary hiring programs shall be considered in the same manner as full-time City positions and be subject to the provisions of the Equal Opportunity and Affirmative Action Programs. f AFFIAMATIVE ACTION PROGRAM City Of Renton The Policy of the City of Renton is to promote and afford equal treatment and service to all citizens and assure equal employment opporUmity based on ability and fitness, to all persons regardless of race, creed, color, national origin, sex, physical handicaps, or age. In recognition of its obligation to provide community leadership to overcome past circumstances which have either barred, rot encouraged, or discouraged representative minority and female employment, the City of Renton has initiated a program of affirmative action designed to assure that the spirit and intent of this policy is realized. The term minority as used herein ■hail include, but not be limited to, those identified as Blacks, Spanish-Americans, Aaians, and American Indiana. The spirit of the equal opportunity policy includes such persow as the physically handicapped, and those over the age of 45, even though the *Wheats is upon minorities and .females. The purposes of the Affizmative Action Program are to: 1) establish employsent practices that will lead to and maintain a minority composition of the City of Renton work force that reflects that of the Greater Renton community; 1) achieve and maintain equitable and full utilization of minority and female employees at all position levels; 3) oromote an atmosphere of non-discrimination and fair treatment within city government; 4) provide compliance with State and Federal equal opportunity requirements and regulations. This policy shall Le made known to all employees, contractors, subcontractors, and suppliers through distribution of handbooks, bulletins, letters, and personal contacts, conferences and orien- tati+:n sessions. Signed acknowledgments pledging cooperation shall be required of all department heads and supervisory personnel in the City of Renton and, where appropriate, of all contractors, subcontractors, and suppliers enqaqad in City-administered projects. Such contractors, subcontractors, and suppliers to whom this policy shall apply to shall include those with an aver�ga annual employment i level of 35 and/or those who annually do business with the City of Renton in an amount exceeding $10,000. 1. PROGPM RESPONSIBILITY To assure that the equal opportunity policy and the provisions of the Affirmative Action Program are carried out, an Equal Opportunity officer shall be appointed or designated by the Mayor. The Officer shall be the focal point for the City's equal opportunity efforts and will advise and easier statf and management nersonnel in all matters relating to implementation of and compliance with the Affirmative Action Plan, and be responsible for the successful execution of this program, utilizing the assistance of appropriate State and community agencies and organizations and maintain close liaison with the Mayor and City Council on the progress of the t. program. The Equal Opportunity officer will have the responsibility to: A. Initiate, coordinate, and evaluate the City's plans and programs which are designed to ensure that all current and p•os- pective employees receive the benefits of equal employment opportunities. S. Evaluate the equal Employment Opportunity Plars and Programs of the City to ensure compliance with the Affirmative Action Policy. C. Coordinate t, attention given to Equal employment Opportunity throughout the City. O. Periodically audit the practices of the City and recommend improvements in the Affirmative Action Policy to the Mayor's office. �.`Qp R�ryT SURNAME Of G 2 PAIR PRACTICES POLICY �P 7NE CITY 0► RtNfON yr AD017-ED ,Y RESOLUTION MO. leas The policy of the clew of Renton is to promote and afford equal treatment and service to All cltlaanm and Assure equal employment opportunity based on ability and fitness to all persons regardless of race, creed, dolor, ow national orlyln, "N, physical handicaps or age. This policy shall apply to every aspect of employment practices, employee treatment and public ;.t contract. His In Aae Oinq with this priiieiple the following guldelln,s are established ,nd shall be the governinq policy for all departments of the Llty of I Renton. 1. EgpLOYMtNr - Recruleing, hiring and appointment practices shall be conducted solely on the basis of ability and fitnems without regard to ` rare, color, tread, notlonal origin, us, physical handicap or ago. - I• ppoxorrop - Promotion, downgrading, layoff, discharge and inter- departmental transfer shall be dependent on Individual performance and work force needs without regard to rare, color, creed, national origin, sex, phyaleal handicap or age, and, whenever Applicable, In agreement With Mu hingto^ State Council of County and City Employee,, and In com- Dl Lance with governing Civil Service Laws and Regulations. 1. TRAINING - All an-the-lob training end city-supPorted . lucf!'anal opportunities •hall be adMlnistered without discrimination to encourage Cho fullest development of individual interests and speltudes. I. SERVICE AND EMPLOYEE CONDUCT - The City shall dell fairly and equit- ably with all cleirens le serves and all persons it employs. City depart- ments shall maintain the poll cy that no city facility shell be used in the furtherance of any discriminatory practice. Each official and employee shall be responsible to Carry out the intent and provisions of this policy. 1 5. COOPERATION WITH HUMAN RIGRrs ORGANIZATIONS - The City shall Cooper- ate to the fnlleat extent possible with all organisations and co Msisslons concorr•,d with fair practices and equal opportunity employment. Such organisations include, but are not limited to, the State Mumin Rights COO- mission, the Seattle Human Pight, Commission, Seattle Woman" Camml,lion and the Seattle Technical Advisory CDwwlttse on Aging. 1 b. AlrIPMATIVF,lfq ACTT Ve PROGNAd - To facilitate equitable NptinJtW Of within the city work lore• and assures •pool employment nppnrtgnity of minorities and women In City Government, on Affirmative Action Program ,hell be Initiated and NAintained by the City of Fenton. It shell be till respnnslbility and duty of all City Offirrals And bepartw,•nt Meads to carry out the policies, guidelines and corrective AtAsures a. wt forth by this pf,,Vram. 1 T. CONTRACTORS' OELIGATIOM - Contractor,, subcontractors and suppliers conducting business with r.he City of wanton shall Affirm and subscribe to the fair Practices and Non-DilCrl wl n•tlon PalleleP set forth therein. 9. P0571NG Of POLICY . Copies of this policy ,hall be distributed to all city amplaVee,, shall appear in all operational dacumentstlon, of the City, including bid calls, and Shall be prominently diaplsyed in 411 city facilities. CONCORRED IN by the City "ounvll of the Cley of Renton, Washington this loth day of J41U , 19177. CITY Of P98roOM//,��/�/-.�/ RRZMM(MTT OM CITY COUNCIL ry GarretM4,01 Earl Clyaet ncil Pre,., Pro rem ATTEST. iZm • Ne soar C iy c rR 1 tot, ?f f ' -tLALffiGlt;dl}, pppptrr{(g�s)Y(p MM., M, AUbWM(eACIrM Alan gllry UA DICAMM YgUAL CMnOtWdR n�pt�r Ii r- Y •'Y h l -C Zt3 / � Awe r isbat tar art tan. a,,— this earylllcalbot to requlrod pursuant to F.dtrtl Csaeotty* Order Web. The iptawntlry ru Wa end rquLtlnoow provlds that SM Lidd., or proepecrlve cone..tear, ar mY of thalr pmpuasd .aObtt,.cror. and ..,plt.... .hall rtat* .e av initial part of the bid wgo let tons of the ,contract whet nor It Me pa rt is tp.led I era, prow La.. ,.."rare or Aubcnrtrart .Alert Ia t . equal opwre.- �: .try rlrww; and, If m, ob.tha, It M. filed .11 row,llaxe report. du. unier applir.blr Iwlrue*Lma. The City has heretofore adopted A.wLrtlun On. 1405 under da.e of July 10, I91: e*ubll M,Wr a "rate yra.tlaea y+11e,", n Lpl.- awted by an "Affinrtive Artfan Frn{ysa" therein establishing end promulgating the pulley of tll City of Nitan to proe.ee and elf...] ogoal treal.tant and vervlce to all etrismo and to .nun syudl a.pl.y.oT opportunity W od on .blhty and fit." ru all .'. par. rs{adlos of tor., tread, cob,, wtiotul origin, Oro, phyaleal handirq's or age. nib pol.5ay shall likwlr apply to all ewttrartora, r Aewtract.n and wypllaro enndwetlng Wsina o with she City of *heat..islet In turn *hall off/n and wbnrlW b, all praetie.. and petlNat. The .f."werrtil.4 yrnvidans vh.11 awl qpl/ rn c ntre•r. , ntreu fear r..Mnd n",rer- rtal .uppllers or r..,aate,lslo or rim ea s or org.alestrun with less then 1i p/uyru. ad as/ar contracts of W Jua $10,000 butt- ^ ono per anew with the City. M The und.rripod ..,tractor char,. hiring, onset!" and arras that .ring the p1. so, rc* of tM1W ,contract that h. will not.. dlby ...A .,.last any "'. re W crood, "onset!" dj�ion, omesd, ror aali l l ar In any wti.r get.ur ,the rton of ."Lay- .." Actio try rareew of such prmn'a rust creed, color, tall{San, ahwtry or wtlmul er lyln sa IwpWwnpd b/' the ^A/f lreotlr. Action F[wyw". .n nn[uPiy funher at.. that he will t.ke altit+estlo. and ,,tiara.,.rt l+n t I... fall rooylWrc.with such peltcv •M pre .r.s In Ill rlp.ar.; It hot" strictly uOdar.t od end "cited Il.t fail", io coyly will)Any of the tare, of Said yravtsi .hall M ond noaseft." a sloterhll Mesta of this rwtr.se. .,. Cestuctor shall, upon r. w. wnd/or w soon .. )n.Ibl. tMre.tter, furniah cats the City any sad all Infnreottm and report. ,*"It" by the City to Awtorslter w.leltlar fall .raplWmo has haw wN by Ito caM.nctor with said policy and program eM cow tractor .ill wait alto. to hie books, rararM and account, by the City fun the yuris- of iswntlratton to,mortal- such ' coaplam.. Contract., tort Mr wAns.ledps glut he be. unlowd . Irut and coplYte copy of the City'. "Fafy H.cticw feldry" -ad ^Afftram- w it,. Actin. Cowmcr SCLMtIFIGTS311 MO CUTIMATIOM by COM ILM111011 {.seer•. �: C'2+ram rn1 P•,,,n tree,_ ..r,.wnr.'�r Addy... 7778 P. ..vtE L .a, .i. �531 Npnsematvn: c Tltl.: Mew: it&;Oe cprb's f:ERTLFICATTUN 9nl.,wt[amt.r's haw: / <•.n-`. - Add...: Mpreaaotativsr: _�- Title! M'ns: LOPFLILRS C11IMCATIOA {r.pyl ter'. ram- Addr.w: / C /L 4 k d d'-a / g A.pra.tstl.w: Title: • Mara. 1. Coet[oetor/kukeust».:er/4uppllar has psRtrlpstN In a prevtous contract ear wbcnMrut subJeet to the Lq"I OpWrtunity CWcw. Yea Z—:w wt 3. Cuapl Wnc. report. were nqu/[. . M fllled la <nmuat ion wf!h +uc0 ..moat or suWsmrset. r.. 3. [oMractor/LuMen�tr $.fir/guppllsr hes filed all ccspliair. r.pntra dam under IMILAattw fnsrrucT law. halo Ngrtne "f .. if ..mutts to its 3 1. "M", Ilasw ewpWa in btail on row.res sins of this cart/IleaNae. rest tfk.t less - 'he lealwat for ashows 1. into aeA <ag4N to the Mat of W kobwledp and Wl$of. �f V ON C.f! Yl �,.' t 44 C 4 e[+ y`(.�i 1' �3• •y «ii nT',`�'ri of Lwr•({'teas.7� i 7-4 rweur. � A .,wd by city Authority, 1 ; K. SPECIAL PROtiISIONS (CONT.) SP-3? DUST AND NUD CONTROL (Cont.) Dust and mud control stall be considered as incidental to the pr-Sect, and no compensation will be made for this suction. Complaints on dust, mud, or unsafe practices and/or property damage to private ownership will be transmitted to the Contractor and prompt f action in correcting will be required. Written notice of correction - of complaint items will be called for should repetitive complaints be received by the City. SP-33 PAYMENT 10 THE cONTRAr'r(w r Payments to be made to the Contractor will be made in the manner outlined in Section 9 of the Standard Specifications. payments shall be made in Cash Warrants. Partial payments on estimates may be with- helT untTT worTc progress schedules as described in Section SI1-I6 of these *_ special provisions has been received and approved. SP-34 LIQUIDATED DAMAGES Liquidated damages for failure to execute the contract as specified and in accordance with Section 8.0E of the Standard Specifications will be assessed as follows: One Hundred Dollars (l11OO.00) per calendar day plus cost of inspection, supervision, legal expense and court coats incurred beyond said date. The cost of additional inspection and supervision shall be an amount equal to actual salary cost, plus one hundred percent (10M) for overhead and other indirect expenses. SP-3S AWARDING Of CONTRACT C. Awarding of contract will be based on total sum of all scheduleh of prices. No partial bids will be accepted. n' t. r" 5P-Page 11 � a St IL SPECIAL PROVISIONS (CONT.) SP-29 SIZE, WEIGHT, LOAD RESTRICTIONS FOR MOTOR VEHICLES (Cont.) vehicles used on this project, listing the vehicle number license num.- her, tare weight and licensed load limits. r SP-30 DELIVERY TICKETS All delivery tickets that are required for the purpose of calculeting quantities for payment must be received by the Engineer at the time of .- delivery. No payment will be made on tickets turned in after date of delivery of material. r Payment will not be made for delivery tickets which do not show type of material, gross weight, tare weight, truck number, date, and Inspector's initials. Scale certification shall be submitted as esriy in the project as possible. Each weighing station stall maintain a record of the trucks weighed, date and time, tare and gross weight and type of material. In Isolated cases where scale weight is not available, the inspector shall measure the truck volume and certify as to its full load ;elfverv. SP-31 WASTE SITE The Contractor shall conform to Section 4.06 of Standard Specifications in regard to waste sites. The Contractor shall have the respo.,sibillty of obtaining his own waste site. All work included in this section shall be considered to be incidental to other items of work and no further compensation will be made. The route taken to the waste site shall be mair sined solely by the Contractor in a manner as described below: The Contractor shall be prepared to use cater trucks, power c:weepers, and related equipment as deemed necessary by the City Engineer to alleviate the problem of lost spoils along the route. Prompt res'ors— tion of the route Is mandatory. SP-32 DUST AND MUD CONTROL. The Contractor shall be responsible for controlling dust and mud within the project limits and on any street which is utilized by his equipment for the duration of the project. The Contractor shall be preps^ed to use watering trucks, power sweepera and other pieces of equipment a- deemed necessary by the Engineer, to avoid creating a nuisance. Sp—Page 10 � 4 SPE. IAL PROVISIONS (CONT.) SP-25 PUBLIC CONVENIENCE AND SAFETY (rant.) C. Access and egress to local residents shall be maintained at all times, with special attention given to business properties. All costs involved in the above Shall be considered incidental to other costs of work involved and ri further compensation will be made. SP-26 CONSTRUCTION SIGNS The Contractor shall furnish and install construction signs which con- form to current City of Renton Sign No. T48 "CAUTION, CONSTRUCTION AHEAD," 24"x24" diamond, black lettering on orange background. One (1) sign of C, the type mentioned above will be posted at each street entering onto the project site. All construction and detour signing shall conform to Part VI "Traffic Controls for Highway Construction and Maintenance Operations" of the Manual of Uniform Traffic Control Devices. f SP-27 REMOVING, TRAFFIC AND SPREE" SIGNS The Contractor shall be responsible for maintaining all traffic and street signs. In the event it shall be necessary to remove a traffic or street sign, the Contractor shall notify the City Engineer, City Hall, i City of Renton, Washington, for all changes made. When the work has been completed, and prior to said area being open to traffic, the Con- tractor shall notify the City Engineer, City Hall, City of Renton, Washington, and obtain his approval of signing. SP-28 CONSTRUCTION EQUIPMENT t Drivers of motor vehicles used in connection with the construction )r repair work shall obey traffic rules posted for such location in tire same manner and under the, same restrictions as provided for the drivers of private vehicles. SP-29 SIZE WE:ICHT, tOAD RESTRICTIONS FOR MOTOR VEHICLES All motor vehicles of the contractor, Subcontractors, and suppliers shall strictly adhere to Ch. 46.44 of the Motor Vehicle laws of the State of Washington (1967 Edition and amendments thereof) in regard to size, weight, and load3 of motor vehicles. Payment will not be made for anv material that is delivered in excess of the legal weight for which the vehicle is licensed. Any gross violation of these regulations shall be reported to the affected law enforcement agent. The contractor Is to furnish to the City Engineer a listing of all haul SF-Page 9 4 r: SPECIAL PROVISIONS (CONT.) SP-23 OVERTIME FIELD ENGINEERING When the Contractor performs construction work over the aacapted 8 hours per dap or 40 hours per week, or on any City holiday, and the work requires inspection, then the Contractor shall reimburse the City at the rate of $12.00 per hour. The City shall have the sole authority in determining the necessity of having the overtime inspection., and shall notify the Contractor of intent and said coats will be ded6cted from monies due the Contractor on each monthly estimate. SP-24 HOURS OF WORK r The working hours for this project will be limited to Meek days during the period from 8:00 A.M. to 4:00 P.M., unless otherwise approved by the City. SP-25 PUBLIC CONVENIENCE ANU SAFETY V,. The Contractor shall, at his own expense, provide flagmen, shall furnish all signs, barricades, guards, construction warnings, and night lights in orisr to protect the public at all times from injury as a result of his operations. If the Contractor should fail to maintain sufficient lights and barricades in the opinion of the Engineer, the City shall have the right to provide these lights and barricades and deduct such costs from payments due the Contractor. A plan for traffic control must be submitted for the Engineer's approval before the beginning of construction. The Contractor shall maintain detour routes and other routes used by his equipment hauling materials to and from the area. t Attention is directed to applicable portions of Section 7.15 of the Standard Specifications. In addition the following special provisions shall apply: A. Traffic and pedestrian access will be maintained as directed by 'he Engineer. 1. Two lanes to be available 7 days a week between the hours of 4:00 P.M. and 4:00 A.M. 2. One lane may be permitted between the hours of 8:00 A.M. to 4:00 P.M. Monday through Friday, with the use of flagmen to control traffi:. 3. Under no circumstances isay the road be closed for any extended period. H. Local police and fire departments -hall be. notified, in writing, prior to construction, and as well as by phone prior to any closures of a street during construction. �P-Page a ♦ ti SPECIAL ?ROVISION� (CONT.) 1 SP-19 WACE. SCHEDULE (Cant.) rate, including fringe benefits, for each ,jab classification to be utilized. The wage rates thus filed will be checked against the pre- vailing wage rates as determined by the Industrial Statistician of the Departmen, of Labor and Industries. If the wage rates are correct, the Industrial Statistician will issue an acknowledgement of approval to the Contractor and/or Subcontractor with a copy to the awarding agency (Owner). If any incorrect wage rates are included, the Contractor and/or Subcontractor will be notified of the correct rates by the Industrial Statistician and approval will be withheld until a correct statement is received. 1 Each voucher claim subml`ted by a Contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the prefiled statement or Statements of Intent on file with the Department of Labor and Industries as approved by the Industrial ?tatistician. t Affidavits of Wages Paid (Sr 9843) are to be filed with the State Treasurer, or the Treasurer of the county or municipal corporation or other officer or person charged with the custody and disbursement of the state or corporate funds as the case may be and two (2) copies of each affidavit are to be filed with the Director of the Department of Labor and industries, Attention: Industrial Relations Division, 1601 Second Avenue, Seattle. Whenever practicable, affidavits pertaining to a particular contract should be submitted as a package. SP-20 SUBCONTRACTORS A list of subcontractors and suppliers that will be involved with this project shall be given to the Engineer for his review and approval immediately after the contract has been awarded. This list must be received by the Engineer before the contracts may be signed. SP-21 CHANCE ORDERS All additional work that requires compensation to the Contractor for Items for which prices are not included in the contract shall require a written change order before work may be done. The Contractor shall be. responsible for aaqutring the nPces.sary change orders that are required by any of his subcont:-actors. 9P-22 SURVEYS SPctlon 5.06 of the Standard Specifications shall be amended by the addition of the following sentence: "The Contractor shall notify the engineer a minimum of 49 hours in advance of the need of surveys." SP-Page 7 SPECIAL PROVISIONS (CONE.) i SP-18 DISPMS AND '.II U-AT 10, !':ont. the State of Washington and court decisions governing such procedure. The costa of such arbitration shall be borne equally by the City and t the Contractor unless it In the c:ajority opinion that the Contractor's filing of the protest is capricious and without reasonable foundation. In the latter case. all costa shall be borne by the Contractor. The venue of any suit shall be in King County, Washington, and Si the contractor is a non-resident of the State of Washington, he shall t designate an agent, upon whom process may be served, before curmencing work under this contract. SP-19 WAGE SCHEDULE The prevailing rate of wages to be paid to all workmen, lobo^ers or mechanics employed in the performance of any pert of this contract shall be in accordance with the provisions of Chapter 39.12 RCM, ae amended. i The rules and regulations of the Department of Labor and Industries and the schedu:e of prevailing wage rates for the locality or locolities where this contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries are by reference made a part of this contract as thougt. fully set forth herein. Inasmuch as the Contractor will be held responsible for paying the pre- vailing wages, it is imperative that all Contractors familiarize them- selves with the current wage rateq before subm. itt:i.ng bids based on these specifications. ;n case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the partiee in interest, including labor management representatives, the matter shall be referred for arbitration to the Director of the Depart- mert of labor and Industries of the State, and his decisions therein shall be final and conclusive and binding on all parties IInolved in the dispute as provided for by p.r.W. 39.12 ,060 as amended. , The Contractor, on or before t1w date of co+mw'neenwrnt or wcrk, shall file a statement order oath with the owner and with the Director of labor and IndustrieF certifying the rate of hourly wage paid and to be paid each classification of laborers, workmen, or mechanics employed upon the work by the Contractor or subcontractor which shall be not less than ti prevailing rat,- of wage. Such statement and any supple- mental statements which may be rucessary shall be filed in accordance with the practices and procedures by the Department of Labor and Industries. Prior to commencing work, each r.untractor and each and every subcontrac- tor shall file a sworn Qtatement of Intent (Sr "82) with the Owner and with the Department of Labor And Industries as to the prevailing wage Sp-Page 6 i SPECIAL PRO-ISIONS (CONT.) {- cp-16 SCHEDULING of WORK (Cont.) revised by the Contractor and the work shall be performed in compliance with the contract provtdions. Payments of any further estimates to the Contractor after suc'.i request is made and until an approved modified schedule has been provided by the Contractor may be w::thheld. Exe- cution of the work according to thcr accepted schedule of construction, «» or approved modifications thert,f, ie hereby made as obligation of the contract. SP-17 CONSTRUCTION CONFERENCE r, Prior to the start of construction the Engineer will call for a pre- construction conference. . The Contractor and his subcontractors shall attend the pre-construction conference, the time, place and d.-,te to be determined after the awarding of the contract. Subsequently a represer.- tative of the Contractor will attend a weekly conference with the owner's representative to review progress and discuss any probl-ems that may ' be incurred. SP-18 DISPUTES AND LITIGATION Any questions arising between the Inspector and the Contractor or his Superintendent or foreman as to the meaning and intent of any part of the plans and specifications shall be immediately brought to the atten- tion of the Engineer and will be adjusted by him. Failure on the part of the City Engineer or his repr ,sentatives to dis- cover and condemn or reject bad or inferior work shall not be construed as an acceptance of any such work or the part of the improvement in which the same may have occurred. To prevent disputes and litigation, it is further agreed by the parties hereto that the City Engineer shall determine the quantity and quality of the several kinds of work embraced in these improvements. He shall decide all questions relative to the execution of the work And the interpretation of the Plans and Specifications. In the event the contractor is of the opinion he will be damaged by such interpretation, he shall, within three (3) days, notify the City Engineer and the City Clerk in writing of the anticipated nature and amount of the damage or damages. In the event an agreement cannot then be reached within three (3) days the city and the contractor will each appoint an arbitrator and the two shall select a third. The decision of the majority of the arbitration board shall be binding upon both parties and shall be delivered before any work is performed upon the feature in question. The arbitration shall be conducted in accordance with the statutes of se-Page 5 4 t SPECIAL TECHNICAL PROVISIONS (CONT.) ATS-10 TESTING a. General Hydrostatic pressure and leakage tests on the new pipeline shall be made in accordance with applicaole provisions of AZ C60C-54T or C603-64T and Section 74 of the A.P.W.A. Standard Specifications, except as modified herein. All equipment necessary to make the tests shall be furnished by the contractor and the contractor shall conduct all tests under the super- vis`w, of the engineer. b. Pressure Test Prior to acceptance of the system, the installation shall be subjected to a hydrostatic pressure test of 250 psi , and any leaks or imperfec- tions developing under said pressure shall be remedied by the contractor i before final acceptance of the system. The contractor shall provide all necessary equipment and shall perform all work connected with the tests and conduct said tests in the preserce of a Utili les Department Inspector. Insofar as practical , tests shall be made with pipe joints, fittings and valves exposed for inspection. c. Leakage Tests Leakage tests may be required after the pressure test has been satisfac- torily completed on the new pipeline or concurrently witn the pressure test. The hydrostatic prassu, for the leakage test shall be equal to 100 psi. ATS-11 DISINFECTION Disinfection of the new water system hall be required prior to comple- tion of the project and shall be in accordance with AWWA Specification C601-54 and Section 7a of the A.P.W.A. Standard Specifications and shall meet the acceptance of the State of Washington Department of Health. The initial concentration of chlorine in the line shall be 50 parts per pillion and this solution shall be held for a period of 24 hours. Disinfection of the entire water system installed or disturbed under this contract, including pipe, pipe fittings, valves and appur- tenances, is required to conform with the specifications stated herein. ATS-12 CLEANUP During the time that the work is in progress. the contractor shall make every effort to maintain the site in a neat and orderly condition. All refuse, broken pipe, Pxcess excavated material , broken pavement, etc. , shall be removed as soon as practicable. Should the work not be main- tained in a satisfactory condition, the engineer may cause the work to stop until the "clean-ap" portion of the work has been done to the ; satisfaction of the owner and/or engineer. AfS-Page 9 1 r SPECIAL TECHNICAL PROVISIONS (CONT.) ATS-07 PIPE INSTALLATION Cont. g. Fire Hydrant Assemblies Ail "shackling", steel tie -ds and bolts should be given a liberal coating of bit:minous Daint. Alsc upon completion of the hydrant installation, the hydrant snali be painted with a high visability yellow paint. The type of paint shall be approved by the Engineer prior to its application. Note: Only the Tee, Gate Valve, Pipe, Fire Hydrant, Gate Valve Box, and Hydrant extension will be supplied by the City. h. Concrete Blocking General concrete thrust blocking shall be in accordance with Provision 02.14 of Section 74, A.P.W.A. Standard Specifications. The City of Renton Standard Detail for general blocking is bound in these specifi- cations. ATS-08 WATER SERVICES The existing water services shall remain in service during construction of the n_w water main and until final acceptance of the required tests on the new; main. Upon final acceptance of the new main, the existing services will be reinstalled or tapped into the new main and the mer.er boxes relocated where necessary, or as directed by the Engineer. They shall to installed as per the City of Renton water service specifica- tions as bound in this document. ATS-04 RESTORATION OF SUR-ACES a. General Due to the fact this work is being performed in conjunction with the street widening project, the extent and type of restoration will be decided by the Engineer or his delegated representative. Basic requirements for surface restoration are as follows: Roads, streets, driveways, shoulders and all other surfaced areas, removed, broken, caved, settled or otherwise damaged due to installa- tion of the improvements covered by this contrac' shall be repaireu and resurfaced to match the existing pavement or landscaped area as set forth in Section 54. of the A.P.W.A. Specifications. b. Temporary MC Cold Mlx Asphalt MC Cold premixed asphaltic concrete shay be required in some areas for temporary patching on this project, where deemed necessary by the Engineer. ATS-Page 8 � 1 SPECIAL ' ECHNICAL PROVISIONS (CONT.) TS-07 PIPE INSTALLATION_font_. 1 f. Valves and Valve Chambers (cont.) and a 2' Bypass Valve Assembly, a precast concrete vault, and a concrete valve marker. The City of Renton Standard Detail for "Precast 12" Gate Valve Chamber" and 2" bypass assembly are bound in these specifications. Valve chambers shall be in accordance with Section 76 of the A.P.W.A. Standard Specifications except as modified by details bound in these specifications. Note: Only Gate Valve and 2" Bypass Assembly materials to be supplied by the City. Contractor to supply all other necessary materials. WThe 16" Gate Valve Assembly shall include a 16" butterfly valve xW), two 8" x 24" cast iron gate valve boxes with extensions if necessary, and a concrete valve marker. Note: Only butterfly valve and 8"x24" gate valve boxes are to be supplied by City. (4) The 24" Butterfly Valve Assembly shall include: 24" Butterfly Valve (MJxMJ), a precast concrete vault and a concrete valve marker. The City of Renton Standard Details for a precast concrete Butterfly Valve Chamber are bound in these specifications. Valve chambers shall be in accordance with section 76 of the A.P.W.A. Standard Specificatio" except as modified by details bound in these specifications. Note: Orly Butterfly Valve to be supplied by the City. Contractor to supply all other necessary materials. g. F,re Hydrant Assemblies Fire hydrant assemblies installation shall be in accordance with Section 77 of the A.P.W.A. Standard Specifications. The Fire Hydrant Assembly shall include: 12" x 6" C.I. Tee (MJ x FL), 6" Gate Valve (FL x MJ), 6" C.I. Pipe Spool (PE x PE), 5" MVO Fire Hydrant (MJ Connection , 3" x 24" C.I. Gate Valve Box, and 3/4" Shackle Rod with accessories, and hydrant extension where called for by Engineer. Fire Hydrant guard post shall ae installed where deemed necessary by the City Engineer and/or shown on the construction plans. The City of Renton Standard Detail for hydrant assembly and hydrant guard posts is bound in these specifications. ATS-Page 7 SPECIAL,TECHNICAL PROVISIONS (CONT,1 ATS-Oi PIPE INSTALLATION (Cont.) d. Special Anchorage All free ends, bends, tees, la.erals and any change in direction of piping shall be adequately braced and blocked to prevent movement from thrust by use of concrete thrust blocks, tie rods and joint harnesses. Concrete thrust blocks must be poured against undisturbed gruund. Thrust blocks shall be provided at all changes in direction of piping. In addition, all joints at bends or changed in direction, to a point at least three joints beyond the tangent point on either side of the bend. shall be provided with a positive locking device to prevent separation of the joint under full test pressure. The locking may be accomplished by use of tie rods and joint harness, subject to the prior approval of i the engineer. After the pipe has been joined, ,ligned and permanently bedded, the joints shall be drawn up to assure permanent water-tightness bdt not s) tight as to prev-.,L flexibility to allow for some movement caused by vibrations, expansion and contraction. All 'shackling) steel tie rods and bolts should be given a liberal coating of bituminous paint. 1 e. Connections to Existing Pie and Structures Connections to existing piping are indicated on the drawings. The con- tractor must verify all existing piping, dimensions and elevations to assure proper fit. The contractor must also provide any specials required to make a satis- factory connection. The City of Renton Utilities Department shall make connection to existing mains at the Contractor's expense. The Contrac- tor shall also be required to help the City forces witr the connection at the discretion of the engineer. The contractor shall be responsible for the protection of all existing piping ar,_ appurtenances during construction, and shall take care not to damage them or their protective coatings or impair the operation of the existing system in any way. f. Valves and Valve Chambers Valve installation shall be in accordance with Section 15 of the A.P.W.A. Standard Specifications except as midified herein. (1) 8" and sma;ler gate valve assemblies shall include a valve, an 8" x 24" cast iron gate valve box and extensions, and a concrete valve ,narker if required by the Ci y Engineer. Note: Gate valve and 8" x 24" cast iron valve box to be supplied by the city. (2) The 12- gat. valve assembly shall include: 12" gate valve (MJxM) ATS-Page 6 '. 1 SPECIAL TECHNICAL PAQVISIONS CONT. 4 u.. ATS-06 PIPING MATERIALS, VALVES, AND FITTINGS Cont. materials, valves, and fittings shall conform to A.P.W.A. Standard Speci- fications and shall be in accordance with the City of Renton requirements. All pipe, valves, fittings, and specials shall be for a minimum water working pressure of If' psi or as revised by City of Renton str , ,rds, and shall conform to the requirements of the applicable sectir of the A.P.W.A. Standard Specifications. ATS-07 PIPE INSTALLATION a. General Pipe installation shall be in accordance with Section 74 of the A.P.W.A. Standard Specifications, except as modified herein. All buried pipe shall be laid upon prepared foundation or bedding material so that the bottom quadrant is uniformly supported throughout its entire length, as specified in Secticn TRENCH EXCAVATION, BEDDING AND BACKFILL. The average depth of cover for the 24" and 16" watermain shall be 4'0" and the trench width shall be no greater than 42". The average depth of cover for the 12" watermain shall be 4'0" and the trench width shall be no greater than 30". The average depth of rover for the 8" and smaller watermain shall oe 3'0" and the trench width shall be no greater than 30". b. Laying and Jointing Cast iron pipe and accessories shall be handled in such a manner as to assure delivery to the trench in sound undamaged condition. Particular care shall be taken not to injure the pipe lining and coating. Cutting of pipe shall be done in a neat, workmanlike manner with an approved type mechanical cutter without damage to the pipe. Jointing shall be accomplished in accordance with manufacturer's recom- mendations. c. Bends and Curves Deflection from straight line and grade, as required by vertical curves, horizontal curves and offsets shall not exceed the maximum deflection per ,joint as recommended by the pipe manufacturer. If the alignment requires deflection in excess of the maximum recommended, special bends or a sufficient number of shorter lengths of pipe shall be used to provide angular deflections within the limits set forth. ATS-Page 5 . , r'r K' �.FK SPECIAL TECHNICAL PROVISIONS (CDNT.) ATS-05 PAVEMENT REMDVAL, TRENCH EXCAVATION. BEDDING AND BACKFILL (CONT.) r e. Trench Backfill and Compaction (Cont.) tests shall be selected by the Engineer. If one or more tests do not meat the specifications as stated above, additional tests will be taken as requested by the Engineer at the Contractor's expense. ' (3) Subsequent Backfill : All subsequent backfill under street and shoulder areas shall be placed in lifts not exceeding 8 inches in loose depth, and each lift compacted to at least 95 percent of maximum dry density at optimum moisture contact as determined by ASTM Designation D698-58T, Method D. In-place density determination shall be made in accordance witt. ASTM Designation D1556-58T, except as otherwise approved by the engineer. Testing for compactions in the improved areas shall be in accordance wtih the testing as stated in the section on initial back- fill . (4) ant: No separate or extra payment of any kind will be made for compact on, wetting, drying, water, or processing of materials, but shall be included in the applicable unit price paid for the waterline in place, complete. f. Select Trench Backfill Select trench backfill for the pipe shall consist of crushed or naturally occurring granular material from sources selected by the Contractor. The source and quality of the material shall be subject to approval by the Engineer. Select trench backfill shall meet requirements for bank run gravel Class "B" as outlined in Section 26-2.01 of the Standard Specifi- cations. The horizontal limits for measuring select trench backfill in place shall be the side of the excavation except no payment will be made for material replaced outside of vertical planes, 1 .0 feet outside of and parallel to the barrel of the pipe and not the bell or collar. Any excavation in excess of the above requirements shall be replaced with the native material or select trench backfill , as directed by the Engineer and at the Contractor's expense. The price per ton shall be full compensation of selecting the source, furnishing and placing the material as outlined in Section 26-2.01 of the Standard Specifications. ATS-06 PIPING MATERIALS, VALVES, AND FITTINGS All pipe sizes as shown on the drawings, and as specified herein, are in reference to nominai' diameter, unless otherwise indicated. All piping ATS-Page 4 r 1 l yy 1 . ON a t `1bd! SPECIAL TECHNICAL PROVISIONS (CONT.) ti r ATS-05 PAVEMENT REMOVAL, TRENCH EXCAVATION, BEDDING AND BACKFILL (CONT.) c. Excavation (Cont.) Excavation of every description, classifica± on and of whatever substan cans encountered within the limits of the project shall be perfnrmed to the lines and grades necessary for pipe, bedding and structure; , and as indicated on the drawings. Temporary drains and drainage ditches shall be installed to intercept or direct surface water which may affect the promotion or condition of the work. Ail excavated materials not meeting the requirements for backfill and all excess, materials shall be wasted as specified. No separate nor extra payment of any kind will be made for storing, htndling, hauling or manipulation of excavated materials. d. Foundation Preparation and Bedding_ Foundation preparation shall be in accordance with the applicable provi- sions of Section 73, A.P.W.A. Standard Specifications, except that the bottom of the trench muss. �e shaped to uniformly support the bottom quadrant of the pipe throughout its entire length. In case unstable or unsuitable existing material ` countered at the trench bottom, the engineer may direct the use of ,,. 00w bedding material in accordance with Section 73-2.05 of the A.P.W.A. Standard Specifica- t�ons. Wet trench conditions will not necessarily be considered as an indication of unstable conditions. The trench shall be de-watered and an inspection made by the Engineer to determine the suitatiiity of the trench material. All costs for de-watering shall be the responsibility of the contractor. Bedding material shall be as required for Bank Run Gravel Borrow. e. Trench Backfili and Compaction (1) General; Excavated materials that are free f-om mud, muck, organic ma er,—broken bituminous surfacing, stones largger than 8 inches in dimension, and other debris, shall be u--ed for backiill except where otherwise requin�d. (2) Initial Backfill extending to a plane at least 12 inches along the crown o sFall be nand-placed, selected excavated material free from stones, hard lumps or other material harmful to the pipe. Initial backfill shall be placed around the pipe in layers not exceeding eight inches in depth, and each layer shai' be thoroughly compacted by mechanical tempers to at least 95% percent of maximum dry de-aity at optimum moisture content as determined by Standard Proctor Compaction Test, ASTM Designation D698-58T, MethodJ. All works related to the testing of the compaction, including proctor tests and compaction den- sity tests shall be by the Contractor at his expense. Throe compaction tests shall be taken on the water trench areas. The locations of the ATS-Page 3 'ti Ion SPECIAL TECHNICAL PROVISIONS (CONT.) 1 ATS-04 CLEARING AND GRUBBING Clearing and grubbing shall be accomplished in accordance with the appli- cable provisions of Section 12 of the A.P.W.A. Standard Specifications except as otherwise provided herein. No separate nor extra payment of any kind will be made for clearing and grubbing, but will be included in the applicable unit price bid for the waterline in place, complete. ATS-05 PAVEMENT REMOVAL1_TRENCH EXCAVAIiON, BEDDING AND BACKFILL a. General Pavement removal, trench excavation, backfill , foundation preparation and bedding for waterline and appurtenances shall be in accordance with the applicable provisions of Section 73, A.P.W.A. Standard Specifications, except as modified herein. b. Pavement Removal Pavement, or other street and road surfaces shall be cut only to the minimum width which will permit the proper excavation and bracing of the trench, and which will allow passage of vehicular and pedestrial traffic. All pavement cuts shall be made smooth, straight lines or to nearest con- stru:;tion Joint, and shall be made with clean vertical faces. Removal of bituminous and concrete pavements and utilities shall be con- ducted in accordance with Section 52, A.P.W.A. Standard Specifications, except as otherwise provided herein. The contractor shall inform and satisfy himself as to the character, quantity and distribution of all pavement removal . Removal of existing pavement shall cover all types and thicknesses of pavement. The con- tract price per lineal foot for "installation of water main" shall include full compensation for cutting or line drilling, breaking and removing all types and thickness of pavement encountered in this project. Neither separate nor extra payment of any kind , 111 be made for storing, handling, hauling or manipulation of removed pavement. c. Excavation The contractor shall inform end satisfy himself as to the character, quantity ar,' distribution of all material to be excavated. no payment shall be made for any excavated material which is used for purpozes other than those designated. Should the contractor excavate below the cesignated lines and grades without prior approval , he shall replace such excavation with approved materials, in an approved manner and con- dition, at his own expense. The engineer shall have complete control over the excavating, moving, placing, and disposition of all material , and shall determine the suits- Lility of material to be used as backfill . All unsuitable material shall be wasted as specified. k S-Page 2 SCHEDULE A SPECIAL TECHNICAL PROVISIONS ATS-01 GENERAL STATEMENT This section, Special Technical Provisions, is devoted tc features of on-the-site conditions which are peculiar to the water `acilities to be constructed for W-380, Talbot Road S. , U.A.B. Project #8-1-102(21). Articles, and some materials, operations, or methods mentioned herein or indicated on the drawings as being required for the project shall be provided by the contractor, (except material which is to be supplied by the City of Renton - see Special Provision SP-03) and he shall provide each item mentioned or indicated and perform according to the conditions stated in each ope-ation prescribed, and provide therefore all necessary labor, equipment and incidentals necessary to made a complete and operable installation. No attempt has been made in these specifications or plans to segregate work covered by any trade or subcontract under one specificati:m. Such segregation and establishment of subcontract limits will be solely a matter of specific agreement between each contractor and his subcon- tractors, and shell not be based upon any inclusion, segregation or arrangement in, or of, these specifications. The Contractor and subcon- tractor in each case is warned that work included in any subcontract may be divided oetween several general specifications, and that each general specification or sub-head of the technical specifications may include work covered by two or more subcontracts or work in excess of any one subcontract. ATS-02 STANDARD SPE( ;:KATIDNS All work under this contract shall in general be nerformed in accordance with the applicable provisions of "Standard Spec ications for Municipal Public Works Construction" prepared by the Washington State Chapter, American Public Works A,socation, and in accordance with the require- ments of the City of Renton, except as otherwise amended, modified, or specified in these Special Technical Provisions. Items of work not specifically covered in these Special Technical Provisions shall be performed in accordance with the requirements specified in the A.P.W.A. Standard Specifications, and in accordance with the City of Renton requirements. ATS-03 EXISTING UTILITIES If, to the prosecution of the work it becomes necessary to interrupt existing surface drainage, sewers, underdrains, condiit, utilities, or similar underground structures, or parts thereof, the contractor shall be responsible for, and shall take all necessary precautions, to pro- tect and provide temporary services for same. The contractor shall at his own expense repair all damage to such facilities or structures due to his construction operations, to the satisfaction of the engineer. ATS-Page 1 I ♦ 4 MINIMUM WAGE. AFFIDAVIT FORM City of Renton fs / ss COON77 OF I, tho undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher !,. is submitted, I have paid the following rate per hour for each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, f workman or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth c therein is true to my knowledge and belief. - CONTRACTOR Subscribed and sworn to before me on this day ofl .� r-a�' ,9 Notary Public in and for the State of Washington Residing at 41, CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT The bidder represents that he © has, [] has not, participated r. . in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained in Section 301 of Executive Order 11246; that he Q has, ❑has not, filed all required compliance reports; and that representations indicating submission of required compliance reports, signed by proposed sub- contractors, will be obtained prior to subcontract awards. r Company �C2 BY li£T 1I - I - 7 Date (The above representation need not be submitted in connection with contracts or subcontracts which are exempt from the clause.) D.I.F. 14.43 �, ti i NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) SS COUNTY OF ) n being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on be- half of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the fore- going work or equipment to put in a sham bid, or any other person or 1 r. corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. 9 SIGN HERE: Subscribed and sworn before me this /,.a-t day of l 19 (,(,C-G�INiGc .%mil'1ie,t-+LGt�t�a-n--•.� /notary Fublic in and for fne 3zatee of / residing at �77 ,Y,`.a .A G therein. 1 4. Availability of minorities and females having requisite skills and experience in the labor area. r 5. The extent o: .nemployment among the minority and female unemployed work force within the area. _. B. Perform an analysis of the City's labor force by lob category to determine the placement of minorities and females at all levels of responsibility. Ir 1. The number of employees by lob classification for each department in the city. I. The availability of promotable minority and female employees within. the City's offices and divisions. 3. The number and job classification of employees, by p department, who will be retiring within the next five years. This list is to include the tentative date of retirement for each employee. 1. The anticipated turnover of employees due to their inability to perform adequately, by lob classification per department, and possible date for action. r C. Establish coals and a timetable for the correction of deficiencies identified. These goals and timetables are an essential part of the City's Affirmative Action Program and will be maintained and updated on at least an annual basis. Although the primary concern of these goals is overall minority and female employment, they shall also include minority and female under- u�ilization within specific lob levels: management, professional, f technical, off_ce and clerical, and skilled positions. The goals and timetables established as a result of the above analysis shall be reasonably attainable and shall appear as Attachment 1 within 60 days after finalization of this document. The Equal ooportunity officer shall be responsible for establish- ing theme goals. t Specific Programs which the City of Renton Proposes to undertake to facilitate the achievement of the set goals shall appear as .. Attachment 1 also within 60 days after approval hereof. These programs shall also be established by the Equal Opportunity Officer. } ^.S O �M a SHALL INCLUDE �2"mo FNISrED GRADE HYDRANT ExTEN ;Y WHEN NEEDED OLYMPIC FNDRY. — OR EQUAL Cl ALVE BOX f s 6" C.I SPOOL —6"GATE VALVE',FL"MJ) CONC 3/4"SHACKLE RODS . I BLOCKING— CONC +' ;+, /T 11 /// BLOCKING I I/2"'NASHED CRAVE ZXX-66"" TEE J•FL) 16" 4" CONC BLOCKING HYDRANT HYDRANT GUARD POSTS SHALL 7 BE STATE OF WASHINGTON DEPT Vii OF HIGHWAYS DESIGN OF CIRCULAR 2' 2 2' 2' PRECAST CONCRETE GUARD RAIL POSTS. OGUARD POST(TYP) O -. STANDARD DETAIL FOR HYDRANT ASSEMBLY a HYD. GUARD PO:,'r5 TABU; I FIGURE I Thrust at fittings in Rond:, Typical Thrust Block Locations t _ Tie oy NYC llo,r ,�y..w aw, W eN vow Y.( MM 4 q4 4A r—Ms BM 1920 all e74 Il Mm ISN III,uuM1s M90 law ex or `•` . ssAr .. 4 -100 160 Me IRO - 150. IN NM we Ism MO •+ MO SalSale, M 500 INO 91f r-140 Ml - "So 2110 am 3N NN JON 3140 ISN _ m an nln x" Iwo f 4 r-IM am - MID —%40 MD IN ONO NM sw 3139 fN MIO 11100 0060 NN Ir- N NM —[.ON .-.. i0ft MM IN I IdN 10N 4010 IN I]=IMO w NM NN -- -J- 300 13N l 74N 0 NI0 lo II' - N 13N0 NNINN NN ffYO� ,so144N 10f0o lI2N NN 1N ISON 113U0 1x1N 0210 1N Inm 144N 11M0 VD) -' 14 - N INN--.-"M 14300 T2T0 N INN M000 ls200 7140 I IN 3;M "goo ISSN NN 100 23M 31000 I700 _ OWN 10'- N 14000 139N INN 1320 -• IN 153N x3N If1N Imm •. �•• -- - •� IN I'm 314CO 11300 low NO Nam _42w__ 1330 11" It'.- l 30N0 UN 10N0—11i9v IN 4SON x4TN 1MN 2"m �. IN 15000 4f5N 11IN IIWC 1N M3N 341N 193m INN �'- m MOD Si 9N INN 143m IN 1flM xIN 3INQ21M AM sm IN 43000 N0N 3xm0 low , mo 4740 npsa xNs Msl 34--- W 5I3110 30000 ONO 20400 0{■01 IN 1MN WIN 432N 24100 IN f12N Dow 1472W'. MI00 ■�90e 300 N3N M4N OftN tNN W_ m 124M 117000 NIN- -33N0 IN "am 12wo 475% 34400 IN MTM 11TN0 74000 3"3N NO _ 14M Ism" _0,IN_41400_ M N MOON IOMN N400 40100 iN I21000 179= "No494N N I29000 IV= INON JON 100 IS200 film MOON 59)N TAa12 II Safe Bearing Loads in /.L/Sg. Ft. The safe bearing lcada given in the follwing table are for horizontal tbr,sts when the depth of cover aver the pipe excee ?s 2 feet. SAFE BLARING 1,0A:) 52U Lb. per 5g.lt. y -Muck, peat, etc. > Sott Clay 11000 bend 2,000 Send and gravel 3,000 .. Send sad gravel cemented with clay 4,000 Hard shale 101000 -In muck or peat all thrusts au restricted by piles or tie rode to solid foundations or by reltoval of mcck o2 pest and replacernent with ,y ballast of sufficient staLilit/ to resist thrusts. Blocking Page 7 ��3'1 D. CALCULATION 60f1ATIONS Maximus operating pressure = 1.5 x normal operating pressure Area of concrete (A) - Thrust in pounds = T_ Safe Bearing Load in (Pounds/sq. ft.) SBL Maximum height of thrust block (tt) = Depth of trench in feet = h 2 2 Depth of concrete thnmt blk - (Width of trench in feet)(outside diameter of pipe in feet) 1 2 12 2 Maximum length of threat block (11a) - Area of Concrete = A Maximus Height He 1 Required amount of concrete (cu. yd.) _ (Height x depth x length)XO.03704=(f4xli xDc)x0.03704 E. EXAMPLE (. I. Problem: Calculation of the amount of concrete required to block a 900 bend in an 8` C.I. watermainn the neraRl operating pressure in the pipe will be 65 psi and the soil condition in the area indicates sand and gravel. 2. Sol'ntion: - Maximum operating pressure - 1.5 x 65 = 97.5 psi - Outside diameter of 8m pipe - 9.05 in. = 9.05/12 ft. - co to Table I: The calculated saximm operating pressure is 97.5 psi, the table does not list this figure so we take the first figure in sequence being 100 psi For an B' waterpipe, having a wa ",= operating pressure of 100 psi, we see that the thrust on a 900 bend is 5,420 pounds. -Go to Table I1: Table 1I gives the safe bearing lead for sand and gravel: 3,000 lbs/sq.ft. -Go to Figure I: Figure I indicates the position of the concrete for blocking the 90o bend -Go to the specifications of the lroject and find depth of trench (h) 3 feet Width of trench (W) _ 3 feet With the above assembled informati,m we precerd to the final -. calculations: -Area of concrete (A) = Thrust 5420 = 1.80 sq. ft. Safe Hearing Lead 3000 -Maximum height of thrust block (Me) = Depth of trench = h = 1.� ft. 2 2 2 -Depth of concrete thrust block (DC) Width of trench in feet ig, - Outside Di:aneter of Pips L41 2 ]= 9.05112 = 1.12 ft 2 -Maximus ingth of thrust block (Lym) - Area of 1.0 1.2 ft. Height of Conc. I7♦ 1.50 -Required amount of concrete = ( knghtxpepthx Length) x 0.03704 (f� x Ion x tic) x 0,03704 - (1.'i x 1.2 x 1.171 x 0.03704 = 0.074 c'i.yd. blocking Page 2 / STANDARD DE'iAIL FOR GENERAL BLOCKING CONC kLTE BUCKING SIZING PROCEDDRE A. GENERAL The -mount of concrete required to annhor horizontal bends, tees, and dead encs depends on the strength of the soil. The methods of placing concrete to keep the joint accessible is sham in Figure I. The area in square feet of concrete which must bear against the side of the trench is found by dividing the thrust in pounds shown in Table I by the safe bearing load of the soil as shown in Tabl. 11_ B. CRITERIA - The sizing procedure is for horizontal or dcwnward thrust only. - Height of the thrust block must be equal to or less than 1/2 the depth from the ground surface to the block base. - The thrust block bearing phase is approximately rectangular. - The concrete blocking shell be as per APMA specification 74-2.14. C. SYMBOLS d- outside Diameter of Fipe in Peet 'f - Thrust in pounds at the fitting (T-ble I) SHL- Safe Bearing I.,ad in pounds/sq. ft. (Table II) h . Depth of trench in feet w r Width of trench in feet A - Area of concrete which must beat ainst the side of the trench in sq. ft. Hm. maximum heP.ght of the thrust block in feet De. Depth of the concrete thrust block to bearing surface in feet Lm- Maximum length of the thrust block in feet iwww,�a rr - L 1 -•-�'AVE , w Blocking Page 1 a SCHEDULE B SPECIAL TECHNICAL PROVISIONS (CONT.) t BTS-09 CRUSHED SURFACING COURSE (1-1/4") Crushed surfacing Course, (1-1/4"), shall meet the requirements as outlined in Section 23 of the Standard Specifications. The Contractor shall select the source, but the source and quality shall be approved by the Engineer. The price per truck cubic yard of crushed surfacing shall be full compensation for furnishing and placing crushed surfacing, (1-1/4"). BTS-10 ASPHALT CONCRETE PAVEMENT PATCH Asphalt concrete pavement patch shall be of Class "B" asphalt concrete conforming to Section 34 of the Standard Specifications and shall be 2 inches In compacted thickness. Measurement and payment for asphalt concrete pavement patch shall be at the unit price bid per ton of asphalt concrete pavement patch compacted ir, place. BTS-11 MEASUREMENT AND PAYMENT Unit or lump sum bid prices for ail items shall include all costs for State Sales Tax as applicable on this project, labor, equipment, material , testing, relocation and modifications to existing utilities, and all incidentals necessary to make the installation complete and operable. BTS-Page 6 _. , SCHEDULE B SPECIAL TECHNICAL PROVISIONS CONT. a BTS-06 SANITARY SEWER PIPE {Coq Joints for concrete pipe shall be rolling "0" ring rubber gasket type with concrete bell and spigot cast integrally with the pipe. Sanitary sewer pipe will be measured and paid for by the lineal foot of pipe, in place, including all clearing, pavement and removal, trenching, pipe laying and jointing, class "B" bedding and "ckfiiling with excavated trench material. When called for by the engineer, imported select trench backfill will be measured and paid for under the bid item for select trench backfill . Where crushed surfacing and asphaltic pavement patch is specified in pavement areas, the crushed surfacing and asphaltic pavement will be measured and paid for under the bid item for crushed surfacing and asphaltic pavement patch. BTS-07 MANHOLES Manholes shall be constructed in conformance with the plan details, Section 63 of the Standard Specifications and Standard Plan 37 except as modified herein. Manhole covers shall be Olympic Foundry No. 5920, 7" depth, Style C or approved equal . A minimum one course of 8" wide brick shall be placed under the frame for adjusting. Final adjustment of new manhole frames and covers to match finish pavement surface will be included as part of the bid item for the respective man- holes and no separate payment will be made therefore. Type IA5 or 165 manhole will be constructed in its entirety and part of the Manhole, bid items. Manhole will be paid for at the unit price bid for the manhole complete in place, which payment shall be full compensation for all labor, equipment, materials, including pipe connections, adjusting frame to final grade, and all incidental costs necessary for furnishing and placing manhole as specified. BTS-08 DROP CONNECTION TO EXISTING MA."HOLE Drop connection to the existing manhole shall be installed with 8" Cast Iron pipe in conformance with Standard Plan No. 43 in the Standard Specifi- cations. Payment for the drop connection t6 existing manhole will be at the lump sum price bid for the connection in place including all labor, equipment, materials, transportation and all incidental costs necessary to complete the work as specified. BTS-Page 5 ♦ 1 SCHEDULE 8 SPECIAL TECHNICAL PROVISIONS (CONT.1 f VS-05 PAVEMENT REMOVAL, TRENCH EXCAVATION. BEDDING AND BACKFILL (Coot.) e. Trench Backfill and Compaction cont shall be selected by the Engineer. If one or more tests do not meet the specifications as stated above, additional tests will be taken as requested by the Engineer at the contractor's expense. (3) Subsequent aackfill: All subsequent backfill under street and shoulder areas sha1T�—DTaced to lifts not exceeding 8 inches 1n loose depth, and each lift compacted to at least 95 percent of maximum dry density at optimum moisture content as determined by ASTM Designation D698-58T, Method D In-place density determination shall be made in accordance with AS'rM Designation Di556-58T, except as otherwise approved by the engineer. Testing for compactions in the improved areas shall be in accordance with the testing as stated in the sect'.on or, initial back- `ill . (4) P_ me aYn;:: No separate or extra payment of any kind will be made for compaction, wetting, drying, water, or processing of materials, but saw shall be included in the applicable unit price paid for the sewerllne to place, complete. f. Select Trench Backfill Select trench backfill for the pipe shall consist of crushed or naturally occurring grarular material from sources selected by the Contractor. The source and qua'ity of the material shall be subject to approval by the Engineer. Select trench backfill shall meet requirements for bank run gravel Class "B" as outlined to Section 26-2.01 of the Standard Specifi- cations. The horizontal limits for measuring select trench backfill in place shall be the side of the excavation except no payment will be made for material replaced outside of vertical planes, 1 .5 feet outside of and parallel to the barrel of the pipe and not the bell or collar. Any excavation in excess of the above requirements shall be replaced with the native material or select trench backfill , as directed by the Engineer and at the Contractor's expense The price per cu. yo. shall be full compensation Of selecting the source, furnishing srrj placing the material as outlined in Section 26-2.01 of the Standard Specifications. BTS-06 SANITARY SEWER PIPE Sanitary sewer pipe shall be non-reinforced concrete pipe conforming to ASTM Designation C14 Table 11 (Extra Strength) and Section 60-3.01A of the Standard Specifications. 8T:-Page 4 w SCHEDULE B SPECIAL TECHNICAL PROVISIONS (CONT.j BTS-05 PAVEMENT REMOVAL. TRENCH EXCAVATION. BEDDING ANp BACKFILL c. Excavation (cost.) r• the lines and grades necessary for pipe, bedding and structures, and as indicated on the drawings. Temporary drains and drainage ditches shall be installed to intercept or direct surface water which may affect the promotion or condition of the work. All excavated materials not meeting the requirements for backfill and all excess materials shall be wasted as specified. No separate nor extra payment of any kind will be made for storing, handling, hauling or manipulation of excavated materials. d. Foundation Preparation and Beddin; a Foundation preparation shall be in accordance wtih the applicable provi- sions of the Standard Specifications, except that for the class "B" bedding. In case unstable or unsuitable existing material is encountered at the trench bottom, the engineer may direct the use of foundation material in accordance with Section 61-3.03D of the A.P.W.A. Standard Specifica- tions. Wet trench conditions will not necessarily be considered as an indication of unstable conditions. The trench shall be de-watered and an inspection made by the Engineer to determine the suitability of the trench material . Ail costs for de-watering shall be the responsibility of the contractor. e. Trench Back fiil and Compaction (1) General: Excavated nwterials that are free from mud, muck, orgaric matter, broken bituminous surfecing, stones larger than 8 inches in dimension, and other debris, shall be used for backfill except where otherwise required. (2) Initial Backfill extending to a plane at least 12 inches above the crown o t e p Pe s all be hand-placed, selected excavated material free from stones, hard lumps or other material harmful to the pipe. Initial backfill shall be placed around the pipe in layers not exceeding eight inches in depth, and each layer shall be thoroughly compacted by mechanical tempers to at least 95% percent of maximum dry density at optimum Tect. AS Misture Designationnt as determined 0698-58T. MethodbDD.StAll rd worksoctor related to Compaction the testing of the compaction, including proctor tests and compaction den- sity tests shall be by the contractor at his expense. One compaction test shall be taken on the trench area. The locations of the tests BTS-Page 3 t ♦ 1 SCHEDULE B SPECIAL TECHNICAL PROVISIONS (CONT.) BTS-04 CLEARING Pavement, or other street and road surfaces shall be cut only to the minimum width which will permit the proper excavation and bracing of the N trench, and which will allow passage of vehicular and pedestrial traffic. All pavement cuts shall be made smooth, straight lines or to nearest con- 41 struction joint, and shall be made with clean vertical faces. e Removal of bituminous and concrete pavements and utilities shall be con- ducted in accordance with Section 52. A.P.W.A. Standard Specifications, except as otherwise provided herein. BTS-05 PAVEMENT REMOVAL, TRENCH EXCAVATION, BEDDING AND BACKFILL a. General Pavement removal, trench excavation, backfill , foundation preparation and bedding for waterline and appurtenances shall be in accordance with the e applicable provisions of the Standard Specifications, except as modified herein b. Pavement Removal_ The contractor shall inform and satisfy himself as to the character, quantity and distribution of all pavement removal . Removal of existing pavement shall cover all types and thicknesses of pavement. The con- tract price shall include full compensation for cutting or line drilling, breaking and removing all types and thickness of pavement encountered in this project. Neither separate nor extra payment of any kind will be made for sto^ing, handling, hauling or manipulation of removed pavement. c. Excavation The contractor shall inform and satisfy himself as to the character, quant to d. No payment shallity and be madedforranytion of all excavated materiallwhicheisxused'for purposes other than those des;-noted. Should the contractor excavate below the designated lines and gn.,les without prior approval , he shall replace such excavation with appru -ed materials, in an approved manner and con- dition, at his own expense. The engineer shall have compiete c,.^tr;l over the exc. sting, moving, placing, and dispusition of all material, and shall determine the suita- bility of material to oe used as backfill. All unsuitable material shall be wasted as specified. Excavation of every description, classification and of whatever .ubsiances encountered within the limits of the project shall be performed to BTS-Page 2 , ♦ 1 SCHEDULE B SPECIAL TECHNICAL PROVISIONS BTS-01 GENERAL STATEMENT This section, Special Technical Provisions, is devoted to features of on-the-site conditions which are peculiar to the facilities to be con-structed for a sewer main extension in Puget Drive. Articles, and some materials, operations, or methods mentioned herein or indicated on the drawings as being required for the project shall be provided by the contractor, (except material which is to be supplied by the City of Renton - see Special Provision SP-03) and he shall provide each item mentioned or indicated and perform according to the conditions stated in each operation prescribed, and provide therefore all necessary labor, equipment and incidentals necessary to make a compieti and opera- ble instaliatlon. i No attempt has been made in these specifications or plans to segregate work covered by any trade or subcontract under one specification. Such segregation and establishment of subcontract limits will be solely a matter of specific agreement between each contractor and his subcon- tractors, and shall not be based upon any inclusion, segregation or arrangaient in, or of, these specifications. The contractor and subcon- tractor in each case is warned that work included in any subcontract may be divided between several general specifications, and that each general specification ur sub-head of the technical specifications may include work covered oy two or more subcontracts or work in excess of aly one subcontract. BTS-02 STANDARD SPECIFICATIONS All work under this contract shall in general be performed in accordance with the applicable provisions of "Standard Specifications for Municipal Public Works Construction" prepared by the Washington State Chapter. American Public Works Assocaition, and in accordance with the require- ments of the City of Penton, except as otherwise amended, modified, or specified in these Special Technical Provisions. Items of work not specifically covered in these Special Technical Provisions shall be performed in accordance with the requirements specified in the A.P.W.A. Standard Specifications, and in accordance with the City of Renton requirements. BTS-03 EXISTING UTILITIES If, in the prosecution of the work it becomes necessary to interrupt existing surface drainage, sewers, underdrains, conduit, utilities, or similar underground structures, or pasts thereof, the contractor stall be responsible for, and shall take ell necessary precautions, to pro- teat and provide temporary services for same. The contractor shall at his own expense repair all damage to such facilities or structures due to his construction operations, to the satisfaction of the engineer. BTS-Page 1 � 1 SPECIAL TECNNICA( PRDYIS:DNS JqqMT.1 ATS-13 MEASURENENT .MD PAYMENT Cont. J. Patching of Asphaltic Concrete Asphaltic concrete patching small be measured and paid for at the applicable contract price, per ton, as per Section 54 of the Standard Specifications, Payment of which shalt constitute full compensation 'fir the resurfacing complete, including subgrade preparation, preparation of and connection to existing pavements, base course, tack coat, finishing, and all necessary incidents, work. k. Partial Furnishing and Reinstallation of_Existi_n LYater 'ervices 4 The furnishing of the fittings and pipe necessary, anJ the einstalla- tion of the existing water services shall be paid for at the applicable unit price for each, in place, complete, which shall constitute full compensation for the individual water service as detailed of the improvement plans and in conformance with all manufactcrers installa- tions. 1he Contractor shall supply all materials for the water services. The unit price bid shall include all costs to make the connection to the water main, furnish and install the water service, and cinnect to the existing water a,,,ter. The unit price bid also includes ell costs to adjust the existing water meter, as required. ATS-Page 12 SPECIAL TECHNICAL PROVISIONS (CDNT. ATS-13 MEASUREMENT AND PAYMENT C. Partial Furnishing and Installation of Gate Valve Assemblies (Cont.) (4) 24" Butterfly Valve Assemblies shall be measured and paid for at the applicable unit price per each, in place complete, which shalt constitute full compensation for the concrete vault, concrete valve markers, and all other necessary accessories for a complete installation. Note: City to supply only the 24" butterfly Valve. d. Installation of Fire Hydrant Fire hydrants assemblies shall be measured and paid for at the appli- cable unit price per each, in place, complete, which shall constitute full compensation for tee, valve, valve box, spool, fire hydrant, shackling, installation of blocking, bracing drains, fittings, painting shackling and hydrant, g,iard posts, and all other necessary accessories for a complete installation. Note: City to supply only the tee, valve, valve box, spool and fire hydrant. e. Installation of Fittings Fitting installations shall be incidental to the contract. f. Furnishing and Installation of Concrete Blocking Concrete blocking shall be measured and paid for at the applicable con- tract price, per cubic yard, payment of which shall constitute full compensation for furnishing th? material in place, complete. g. Furnishing and Installation of Select Trench Backfill Select backfill sha11 Le measured end paid for at the applicable contract price per ton payment of which shall constitute full compensation for furnishing and installing the material , in place, complete. h. Furnishing and Installation of Crushed Rock Surfacing The furnishing and installing of all crushed rock surfacing material required ir, the street restoration shall , + incidental to the contract. I . Furnishir.a and Installation of MC Cold Mix Asphalt MC Cold Mix Asphalt shall be measured and paid for at the applicable contract price, per ton, payment of which shall constitute full compen- sation for furnishing and installing the material in place complete. ATS-Page 11 +. 1 SPECIAL TECHNICAL PROVISIONS (CONU ATS-13 MEASUREMENT AND PAYMENT a. General Unit or lump sum bid prices for all items shall include all costs for State Sales Tax as applicable on this project, labor, equipment, material (if included), testing, relocation and modifications to existing utilities, and all incidentals necessary to make the installation complete and operable. b. Installation of Water Pipe The price per lineal foot for installing of the water pipe, size and quantity listed in the bid schedule, shall constitute full compensation for the water line in place, complete, including: clearing, grubbing, stripping, all pavement removal , excavation, trenching, hackfiiling, foundation preparation, compaction, pipe laying, ,jointing, fitting installations, sheeting, shoring, dewatering and excluding temporary restoration, cement concrete and asphaltic concrete resurfacing or patching. c. Partial Furnishing and Installation of Gate Valve Assemblies (1) The 8" and smaller gate valve assemblies she)' to measured and paid for at the applicable unit price per each, in place, complete, which shall constitute full compensation for the installatio• of valve, valve box with extensions, if necessary, concrete valve marker, and for all other necessary accessories for a complete installation. Note: City to supply only the valve and valve box. (2) 12" gate valve assemblies shall be measured and paid for at the applicable unit price per each, in place, complete, which shall con- stitute full compensation for the concrete vault; and all other necessary accessories for a complete installation, including concrete valve marker if required. , i Note: City to supply only the 12" gate valve and material for the 2" bypass valve assembly. (3) 16" Butterfly Valve Assembly shall,, be measured and paid for at the applicable unit price per each, in place, complete, which shall consti- tute full compensation for the installatior, of thz valve and valve boxes. as well as the furnishing and installation of concrete valve markers, 1f required, and for all other necessary accessories for a complete installa- tion. r Note: City to supply only 16" Butterfly Valve and two cast iron valve boxes. 4w r ATS-Page 10 .r '� 1 i i I I i (10) Continued I I and firms performing labor on the construction proje .t under this contract w or furnishing materials in connection with this Contract; said bond to be f y 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 , 1 in the State of Washington. (11) The total amount of this contract is the sum of 'nwenty-nine :housen.: ' �1• v (529,966.00) Hine Hundred sixty six and 00/1C , whior includes Washington State Sales Tax. Payments will be made to Contractor as specified in the of this contract. R,C&. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attc_ted by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above written. i CONTRACTOR CITY OF RENTON Frank Coluccio Construction Co., Inc. (� aWashington corporation_ 2� Lk A Vice-President ATTEST: Ll ty(v '&kate,,of Washington License: 223-01-0486 Renton License: 345-72 Q-A J¢v°iGyD RJ o P t�5 v r � 1 (7) The Contractor shall commence performance of the contract on the 1 �dty of 19_�, and shall complete the full performance of the contract not later than 30 calendar days from said date of commencement. For each and every day of delay after the day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of One Hundred Dollars (SiOG_00 as liquidated damages for each such daffy, which shall be paid by the Contractor to the City. (8) ther the final certificate of payment nor any provision in the contract nor partial or entire use of any installation provided for by this contract shall relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall be under .he duty to remedy any defects in the work and pay for any damage to other went resulting therefrom which shall appear .ithin the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof. (9) The Contractor and each subcontractor, if any, shall sub- t to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and misellaneous data pertaining to the contract as may be requested by the City from time to time. (10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the contract, including the payment of all persons a commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work older the contract and prosecute the same to completion by contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioneu .he City thereby. In such event the City if it so elects may, without liability for so doing, take possession of and utilize in completing said contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. (4) The foregoing provision, are in addition to and not in limitation of any other rights or remedies available to the City. (5) The Contractor shall hold and save the City and its officers, agents, servants, and employees harmless from any and all liability of any nature or kind, including all costs and legal expense incurred by reason of any work on the contract to be performed hereunder, and for, or on account of any patented or unpatented invention, process, article or appliance manu- factured fir use in the performance of the contract, including its use by the City, unless otherwise specifically stipulated in this Contract. (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 notice as y heretofore specified shall be given by personal delivery thereof or by de- positing same in the United States mail , postage prepaid and registered. t ti ti (2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , ar ' if not attached, as if hereto attached: r (a( This agreement (b) Iostrurtion to bidders ((c) Bid proposal :i) General conditions (( ;peel ri cacl jns (f Maps and plans (( Bid (h) Advertisement for bids (i Special contract provisions, if any (j) Any and all other documents contaired in this volume. (3) If the Contractor refuses or fails to prosecute the work or any part there- of, with such diligence as will insure its completion within the time speci- fied in this contract, or any extension in writing thereof, or fails to toff~ plete said work within such time, ur if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment fcr the oenefit of his creditors , or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the C. provisions of this -ontract, th,! City may then serve written notice upon him and his surety of its intention to terminate the contract, and unless within ten (10) days after the serving of such notice, such violation or non- compliance of any provision of the contract shall cease and satisfactory arrangement for the correction thereof be made, this contract, shall, upon the expirction of said ten (10) day period, cease and determine in evary respect. In the ever 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 W however, that if the surety within fiftQer (15) days after the serving upon it of such notice of termination does not perform the contract or doe. not w f T14IS AGREEMENT, made and entered into this _' day of rN i by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and F'ank Coliccio Const. Co., a ` ,, sj .I net „n _' ,rp. , hereinafter referred to as "CONTRACTOR". WITNESSETH: (1) The Contractor shall within the time stipulated, (to-wit: within _¢o calendar days from date of execution hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to he performed, and provide and furnish all of the labor, materials, appliances , machines, tools, equ _. t, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection ' with the Ci ty's Project (identified as UAS 8-1-102(2 V0. N-380 for trprove- ment by construction and installation of: 24" Watennain and sanitary Sewer Extension in Talbot Road S. from S. Grady Way to Puget Drive m All the foregoing shall be performed, furnished, constructed, installed, and com,oleted in strict conformity with the plans and specifications, including any and all addenda issued by the City 4.0 the other documents hereinafter enumerated. It is agreed and stipulated that said labor, materials, appliances , machines , tools, equipment and services shall be furnished and the construction and installation be performed and completed to the satisfaction and approval of the City's Engineer as being in such conformity with the plans, specifications ~ and all requirements of the Contract. i ti >Jf a � i SCHEDULE OF PRICES SCHEDULE B APPROXIMATE UNIT TOTAL ITEM QUANTITY DESCRIPTION PRICE PRICE 3-1 150 LF Furnish and Install B" Concrete Sacni,�ary Sewer Pipe Ter L.F. r ors (Figures) S' r B-2 1 E4 Furpish and Install Sanitary MH Per Each B-3 1 LS Furnish and Install Drnp Connection to ,,Existing. Manhole S 'f��../, d..,.��-✓/•y�l r_ f��<'11.t.�/ .Jnn- 6ian— Lump Sum B-4 75 CY Furnish and Install Select Back- fil; Material 1SDoo Per Cu. y . B-5 6 CY Furnish and Install Crushed Suv:facin9 Course o0 Per u. B-6 3 TONS Furnish and Install Asphalt Conrreto Pavement Patch Per on Total Schedule "B" 7e Total Schedule "A" 7 �^ —• TOTAL SCHEDULES A AND B -99 THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT IF AWARDED HIM. WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITMIN,T!1,17Y (30) CON- SECUTIVE CALENDAR DAYS AFTER STAkjfNG CONSTRUCTION. _ DATE: THIS DAY, OF . 1912. a SIGNED: '� c: �c..�s11v.✓ TITLE: ADDRESS: 4 e �► 1 ^ � -' SCHEDULE OF PRICES SCHEDULE A (Cont.) ^ r (W-380) APPROXIMATE UNIT TOTAL ITEM QUANTITY DESCRIPTION PRICE PRICE ^ A-10 4 EA Install 8" and Smaller Gate Valve Assrly ed -. Per Each s TMXURS7 A-11 2 EA Install ire Hydrant Assembly - (� Per Each 4:.1P— A-12 60 TONS Furnish and Install Temporary MC Coig,Mix Asphalt Restoration .e Per Ton A-13 10 CY Furnish and Install Concrete Y flocking_ 3 0 Per Cu. Tq/ A-14 3600 TON Furnish and Install Select Back- f111 Material p 30 Per Ton A-15 70 TOM Furnish and Install Asphaltic Conc. = Suriy}ce Restoration o0 Per Ton A-16 1 EA Relnstali,4tlon of 3/4" Water vc7 ,y , Per Each - Total Schedule "A" � r k � j� SCHEDULE OF PRICES SCHEDULE A (W-380) APPROXIMATE UNIT TOTAL ITEM QUANTITY DESCRIPTION PRICE P1lICE A-1 1512 LF Install 24" Ductile Iron, Class I (T.J.) Water Pipe /,7e9G � Per L. . (words) T"g—UrNT A-2 144 LF Install 16" Ductile Iron, Class 2 T.J.) Water Pipe Per F. A-3 54 LF Install 12" Ductile Iron, Class 2 (T.!)..) Water Pipe /! mo Per L.F. A-4 108 LF Install 8" Ductile Iron, Class 3 Tal.) Water Pipe / f, °° Per L.F. A••5 450 LF Install 6" Ductile Iron, Class 2 (T.J.) Water P1 e /To-- Per L.F. A-6 18 LF Install 4" Cast Iron (T.J.) Water $Pipe Cf�vti ci /noe /fin Per A-7 2 EA Furnish in part and Install 24" Butterfly Valve Assembly in Cone. VaUi� t .//i ,� �u-[•rtf/iLZGf' GLQG='lc,G°Ti er ac A-8 2 EA Install 16" Butterfly Valve Assembly i, .lu4.tiL_r1� F�t r.v - Per ac i A-g 1 EA Fu*rnish ll 12' Gate Valve Assembly with aby-PASS Valve in Conc., Vault ao s . -ell Per nati � t PROPOSAL i TO T:;E CI"fY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif./ that �: has-examined the site Of the proposed work 'I d hi , rea7 the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment wtll 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: 1 (Note: Unit prices for all items, all extensions, annt total amount of bid should be shown. Show unit prices both in writings and in figures.) Signature Address Names of Members of Partnership: 1 0 Name of President of Corporation% yam t dd- h i ib• -�'-,'<-�, Name of Secretary of Corporation L . (�!'-(' 1[�+"<_--�• Corporation Organize.: under the laws of `e 16 With Main Office in State of Wash; igton at 4 � k y r F t i 17 w SW: }\9K }C¢,�Cf CIRMa wh C..[¢ � •A }TCC.,.LiM1 i Reduced Print !. PY1'�y. 4SaI �MUEu[9 w-•.,3<Y_ � ip¢ CMT�qp, ♦t C, COla[¢ Rae T— n M¢�.+l.0 Do blot scale i +MnE vEtER SLIP--Y MvYCf¢ H i�j5p t CP.:! M13T@ R2CTtM wS R¢bP , C�\Y or •f n+on p_♦IV[TC¢YCR 6,TMRL�lll�po 4PipCv ST¢([\5 � _.c-t tt WTto eb. — 1, `---� STANDARD '5RECIFICA110% \P•..-u�..wraeP sTtgtn_ row M V'. -:_o;qu M.ef,_[¢ ✓-�}Ilf E —� - zs..._.a-t.t_ Ot CMb¢�T„i•C Rei yyYyti 4'�fppp 1 POD >-t.T TN �- =I >y 9- d -sY wM W. 4 OAR AT 8' 0.C. � N0. 3 BAR AT S' O.C. w----- N0. 3 BAR AT OPENNIS a*• 4 8. �q7 BOX REINF: 3I/4- I/4 MESH WITH N 8'8" 0. 4 BAR AT 12 •' VERT. NO. 3 BAR AROUND ALL OPENINGS I 48" - 2" 24• Cr 6. 2p" STYROFOAM �; o o\ 1 0 0 o � p 0 . MI �231/2 - I � � 4b' . •, -mil • NOTE: DIMENSIONS SHOWN ARC MINIMUM STANDARD DETAIL FOR 24" BUTTERFLY fALVE, VALVE FOR CONAC�IIETEN Co., INC., TACCOM�",G LARGE PRECAST CONCRETE OR APPROVED EQUAL. BUTTERFLY VALVE CHAMBER ti ti 1 ' l t a � y _ r 1 ELEVATION VIEW PLAN VIEW (NOT TO SCALE 1 1 (NOT TO SCAL.FI MATERIAL LIST (2)-SMITH-GLAIR 313, 12"x£" SADDLES 1 ( I)- SMITH-GLAIR 414, 2' FLEX COUPLING _ 1 ( 0- 2"X24" (0-2" GATE 1ALVE (SxS) GALV. IRON NIPPLE G (2)-2"x 12" GALV, IRON NIPPLE / 6 (2)-2"t 6" GALV, IRON NIPPLE (2)-2" GALV. IRON 900 BEND (SxS) OR APPROVED �OUAL STANDARD DETAIL FOR 2" BYPASS ASSEMBLY FOR 12" GATE 1ALVE 1 s 1 OLYMPIC FNDRY. CASTING +58Z WITH TYPE D LID OR EQUAL a CONC. RINGS BLACK _- Q OR BRICKS (TYP.) a_ _Z MORTAR (TYP.) a N i, t0 Q Z s I4'1 qB• I4.I PRECAST VAULT SHALL BE STANDARD 120 VALVE CHAMBER ( LUNDBERG CONCRETE CO. INC., TACOMA ) WITH 1-120 ADDITIONAL SECTION OR APPROVED EQUAL STANDARD C=TAIL NOTE FOR PRECAST QI EXPANSION JOINT MAT'L CONCRETE VALVE CHAMBER (STYROFOAM) AS REQ'O FOR 120 GATE VALVE (TYP) ♦ 4 1 .ww /OOTll T MUM WAM. UM BA 6-3200 DATE/Z. ....`•_l•'.�Z....._. SOLDTO: C_...:r:l.': c r : <::. r............................................. .. .. __..... ......... �• OUAWWT al.TTa TONE c.+. D6 MIIION PIIKS AUMM Bob —_ Ciro 7M as GROSS Worm Lis TAUC.K WEIGHT LB& .—_— VMCPD BY A4OUMT ALLY TAX roru AMT. WWI _ u b.n..duolM.9'.M rhW M..SE6AlC INC.Ml.rt N° 13U.',56 albw.a . , n>.�.r..n..nwr,e�...�ry.e. vdb, rmd.er �, o.••.n p...Mry �. d.lwwn B ar.nol b.d W..m 16....nw" fi 1 a �` .. X SEGALE, INC. BA &VM DATE ...... SOLDTO:. ................................_................... ...... ...... ........... -._....... �,. r a DELL�M TO✓ .o ......:e .:_..x. WAln.TT Q/nsl Tobs =9 DEOMDMON, PPIM AMOUNT I, ! &Md — —ccw _ GN066 wFX;M tm Ammiff i SALM TAXI tH1rv!]1._.._� Tofu AM. ANOY . y I gKf.u�ilr"p Mel W A. SCGN. INC.,Wl w It! 130551 b. ebb 10 •eT de op.,e Jvutb•ry t • IM vvd+w o. a•w. o.o�. r d•I�wi�p mvnm�ol il/.d above on M•1•n�•m�W 4n Nt10 f90TMCiTT y T RM. Mite. QME _.' A. SEGALE, INC. SA 6-3200 DATE /..g../.'..7...h,.,..d...:' SOLDTO: .,.....' ....C.'.4.I...e..Y.:..::.,c.:.:........................._.......y.....r.y . . . .... .ry. .... ....... WIMP I f»tN I I I GROSS WMW tM TR= WE]GH4 U&. 1+^' WElGwr U& RwIl BY AMOM }^^ SA TAX No 130573 r p NlwgY av1 *b M.A.SM&E, ING,MN r D•Ibb4 rw",donorl ro d VbbM, GW Mdw rolta, .eoA w anwM c,w.nv a Mln.r,np e Tww;ol IMM ebon on M.y wonMM EWEO 5OOTHC9NTn,wx waT I.... W f, WASH Mil M. A. SEGALE, INC. -. al"N DATE. ::.. ..ra'.:_�... „-........ SOLDTO: .....{....a1..' .......__......................................... ... .._... .... DEL[VEti OVANMY ICU,YD61 TONS I ffid I DD DT ON Pu= AMOtMT sN ---- — Twue GROSS_WIIGHT LM TMKT WQGEET U& — N@T W13GHT us SALES ;AX cnrvga 1. roru A>,t. I �® N9 t 30574 NKilrcoDr oy..y bo A A. ]EOA[INC., MR I e.6ub4 la onr danop,ro rFrobbpy,IleNva dh AM .o'tr, .oche, a M�roy n'^rM' �n dMMr,q �na.n11 :i�b alp.1 an 1F.w o�.+rlMl J;" P A ASSOCIATED SAND & GRAVEL Sg E•• COMPANY, INC. . NRM DIVISION P.O. 00X 88870 • Id'.iN) SOLTHCENTER PARKWAY • TUKWILA, WASH 98,E6 SEATILE • (?(G) 2A 2T PV.'NASE ORGEA NO._..—_. WRSsO��MOyyIES'+P��' /� .7otJG�V. 0_-)--------------___. owrE _V re7rxTc cl-tocero-=Nxr-w------- '117 IEAH" PARK AVE HfNT�N 1F11B----------- Y4Q?I !ee MYeeY SyAMTITY UNIT. DEECRIRION ON" rRm AMWM to L/S MC fqp MIX TORS STANDARD MIX TONS SCHOOL MIX TONS TOPEKA MIX TONS SHED IX iONS STA SPEC CLASIS_ ' TONS ASPHALT TREATED EASE GALS. EMULSION GALS, E5-100 ASPHALT TRJCR NO. RECKlUr e;� iAR I 24295 AMOc'oMis PAANNIIM �"OR NTWAST e[ CUSTOMER COPY � 1 ASSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION P.O. BOX BBAO • I; SOUTHCENTER PARKWAY • TUKWILA, WASH. 98193 WATTLE • (206) 2�1i,o PURCHAS[ ORDER NO� CUSTOMER ,3Q9.26Q_0Q- ___ oATR IRAI1K CCLUCCIr CONS? CO AU1fURM 6 •+�rr--, w t *a-i-ANK--"F------- ----' CTA*.TLE WA 20118 PROP W RYY•t1 _9UANT{T'Y UNIT-ORiCR1ETlp1 Uw.T C. A� MWNT- 00 Los. MC Or TOW 6TAP JO MIX TOW SCHOOL MIX TOW TOPEKA MIIX``'' �`I.L) TOW SHEET T� T S►ECIFlG71ON CLASS TOW ASPHALT TREATED BAN GALS. EMULSION GALL 65400 ASPHALT Folictivao by / c u i BY I 20893 AC'P_AMPANI[D MMY TNIR� ICRR. [[ ' CUSFOh.�R COPY 4 ASSOCIATED SAND & GRAVEL S& COMPANY, INC. . NRM DIVISION V..: c-.�A aaa)o ill( SOUIHCENTEX PARKWAY . TUKWILA, WASK "IRS SEA TILE . (206) 2 &21100 PURCMA9[ ORD[R NO______ CURT"" 77[� ��VGI]II CII h --_My_y-._-- _ DAT[ ftApk.' 4 '72 WAP; PARK AVE RFN10N * tt'L RA lTE ---- -------------- Fia/Rur/Iw /�(!/A(�H�I_I!T'jY�_ _ uNIT�D[KIIIITIOF�_ l wn►mcs---- --_- LeS. MC COLD MIX TONS STANDARD IN TOM SCHOOL A UX TOM TOPEKA MIX TOM SHEET td MIX-- .__J TOM R STA SPECIFICATION CLASS __- I TONG ASPHALT TREATED SASE — -_— HS. EMULSION -.. - -_--- � Att eS100 ASPHALT —I !— --- ----� -- -inUCPNO. 1X_ [A TAX I_ _-.-....... �.� 24229 CACCOMV CUSicwbk (:OPY 1 1 ASSOCIATED SAND & GRAVEL 8,G COMPANY, INC. NRM DIVISION 90, BOX BBBTO • 105W SOUTHCENTER PARKWAY • TUKY/11A, WASH. 9985 SEATTLE • (206) 2AB-2900 PURCHASE ORDER NO CUiTOMf11 DATE ��Jv(•V V H PuwT 12 1 �2 ...Y"O PARK AY6 ttl-------------- PENTON IF __.__ 9w NUNREA MMT^YTY- ._-- UNIT, %RDRf/TION tiw i>-"�.l AMOUNT' j I". MC COLD MIX ' i TONS STANDARD MIX i TOW S loot MIX TOW TOPKA MIX --- I TONS SHEET TOP MIX _STATE SP9CWICATION C1A53 TCW ASPHALT TREATED BASE GALS, EMULSION 1 OAIS. A6100 ASPHALT I ,LLUDR w --- _`- - SAIEs � TA% X C ►M AD'UST"NT -'HT SEEi-� 24213 Iw w THEN TlL . 5 .A Ar ASSOCIATED SAND & GRAVEL COMPANY, INC. . NHM DIVISION 6 P.G. < swo • ISWO SOUTHCOMM PARKWAY R TUMIU, WAML "in SEATTLL E C106) YY 26M PURCHASE ORDER CUSTOMER -- __ _ DATE Tit x-rREr-rl-torrrrc-wssy co -- "' YRFa PARK Avg e � 4• L� qA -}A ------• P..MTON 1Te — 26^1 _ ___________ IM RVYW -.T1L)AMITT ___ _VNii_O[BCIIIRIpM VfI�Y'_F_w+�f l� AMOutIT-- F LEL MC COLD MI� TOME ETANDAW MIX - -' - TOM SCH= M/X !' _ _TOMS TOPEKA MIX IONS SHEET TO/ MIX { : ACNE STATE SPECIFICATION CLASE__ _ TOM A04WT TRIATW !Ay ._ ININAMN GALL Win ASPNAL7 TAX i CLAI Pool ADiUSTMENT MUST Sf 24182 ACCO wMISO SIT THIN TICKET. — -- 1 ♦ SIOMkR COPY I Jt bl r �" I / i do rill � 1 e J j ✓'r 1 e � it 14 14 e i • A . � • y + Y I— �� I rn� =::: -- =_lr+t� 23 N. R. 5 E W M. E N D ©F PROJECT S.R. 515 PO.T STA. ¢, ',y + 99.83 = PO.C. 5TA. 18 • 27.35-GRADY W4Y y ,�1 DORA ST. (vacat¢d)j L' • v % 1 + 1 _` • • ',�♦ - d / ice \ 1 S.R. 515 I / (6UR �� ii IX� p� I. / \ \ I BURNETT ST. ( not open �� 1 1 l I 4 OI I LL3END — MA.s. WJECT e-1-102-CM tu.Yua. Deo.Qcaee 7t v.l.n gyp. • pP O :00 200 C ITY O F R k.V i O N--_ O (1 !��! �{.I. •n '..T (M61Yt.1,'F:. (f1,1TY(1,\ W-389 TA ,TMAD S. FVGET DPoL'E b . '-0Y WAY T. 23 N. R. 5 E W M. It 1l i f•r t t — il'' ' -f GINNING OF �t! L4 �_, 1 R..._ t � 1 I�< OJECT 5R5,5 �'� '�' j �� , w �- ��— l - ` i yi. � Ti•- " « . .} �. A.410 •a36 A. 10 .00-?VGET1 (?�,lic'. �T 51,( v;r,Ca1'r.a ) i a--._...—.- :.� .� �' , STD j "-_ - ---�--_ -_-----i ' 420• ► � ILA�-�. -- 71 s Y•n6tJ4`:a,t _ —. 'r j er, u,f. i.arunre u w —i ,` _ `D� 1, ._ € =' �`= U 4141}t�tS`. I, 4 - Pe o 100 the Ave. S. (not open ) `— , / 1 I, t LEGEND u.A.& PROJECT 0-HO2-(21) - Oo Clr� Oi !f[N tON W-300 TALBOT ROAD "It DRIVE 7.GRADY WAY SOkI s s _ T 23 N. R. S E.W.M. Uri ! )l T.Q � 4- 1 di�rn14tsufr I . 3r�r' 17 ��OQT %D 0..; 1 ai:= ..�1 �QAO I 1 l�G l..i r,j4 1 !• i! .�:;. +-- V7 t i . � O ' F = �;;,:�'� �•1 i �, � aai.: Ea.i:1e` i 66�S<.:t'i'ssv=•. � I �.a... . . I• •I � . I I 0 1 `'1� � � ' 1 I I` � I I I i //) 0Aio i i �' 1 �I I � i 1 �� ♦)!'-N NO 1f - _ .�-��'•-�-� � _�_.T_�- ��.�� 'Mv- .� Y 400 ITGN N0.M _.S:- .�--_.►r.-, .ate..,..—..." ` � ..\�t,. ko. NOTE, DO NOT SCALE DRAWINGS LEGEND REDUCED SIZE PRINT EIIi.Qiiw oworo.ao De a<win•iai �� a'`. .� °.) �- _ _ U.A.B. PROJECT 6.1-f02-(Ly: lno iN DETAIL f.ar CITY Of RENTON�- - .,,�. � w��•r..wa 4n�M[lwtw• r • ;; ,� ONOM APPr OXIMATE STA. 407+20 W-M TALBOT ROAD '•r' TRRU STA. /10+ 50 - - PUGET OMVE • C9AOY WAY 70UT/. } rM V .Ti 11 WATER MAIN ADJ. AND RELOCATION IN SR 51 BENSON HWY Tay- 5. Furnish information as required, maintaining an affirmative action file detailing its efforts, with dates, to suet its cosssitments under Executive Order 11246. All data and documentation generated as a result of this Affirmative Action Program shall be made available to any Federal or State agency for their review upon request. V. :RIEVANCE PROCEDURES The success of the Affirmative Action Program depends largely on the attitude of the commun•ty r, well as the employee. Opinion as to what constitute& fair and equal opportunity and treatment may vary widely and grievances may result. The following steps shall be taken lmmedistely for any grievance &rising from the implementation of this program so as to maintain the best possible employes-supervisor and city-community relationships: A. The employee shall bring her/his grievance to the atten- tion of ne-/his Immediate ninervisor or department head, who will investigate as necessary to determine the cause of the complaint and work with the employee to effect an equitable solution. Every effort shall be. made to resolve the difficulty at this level. S. At the option of either party, the services of the Fqual Opportunit% Officer may be requested. The Equal. Opportunity Officer shall intervie,•• both parties conduct additional investigation as necessary, and recommend appropriate corrective action and settle- ment Conditions. C. In the event that mutual agreement cannot be achieved and binding rein✓rtion iu required by the city adminiiltstion, signed statements detailing the grievance and specific investiga- tive action shall be obtained by the Equal Opportunity Officer from the employee and his supervisor. The Equal Opportunity Officer may draw upon ♦11 resour_es at hi., disposal both internally and those external to the City to arrive at recommended corrective action and settlement conditions. The Eq•ial Opportunity Officer shall forward these statements along with his own investigation report and recommendations to the "ayor's Office for resolution. L. The Mayor may elect as deemed necessary and is circum- stances so dictate tn refer the grievance to a special arbitration committee. (This committee shall be selected from amonq City ennloyeaa and consist of an equal number of manaoement and staff oereonnel.) The Equal Opportunity Officer and those directly involved in the grievance shell not be voting members of this came hies. Proceedings of the committee shall be dncumented and their decision shall he final and binding subject to review only by the State Wusan Aignts Commission or through the judicial svetem. All reports, decisions, and other documentation generated by the grievance procedure shall be maintained by the Equal Opportunity Officer as a matter of permanent record. VI. GUIDELINES FOR MINORITY ANO FEMALE EMPLOYRENT Fur practices and equal Opportunity within City government cannot be fully realized until an equitable representation of woman and ethnic minorities currently in the Renton area work force are reflected in the City's employ. To determine the Area and City work force profile, the City of Renton shall undertake the action outlined in Section A and S below. As inequit_ are identified, corrective measures will be initiated as established in Section C. A. Determine the minority and female profile within the Renton emplovmont Area in which the majority of cum t employees reside. 1. Number of minorities per ethnic group in this arms. 2. Generalized location of each minority group (i.e. any significant concentration within the arms) . J. Percentage of minority and female work force as compared to total work force for the entire area. s. 111. ZWI/JYEE DEVC6UPMEMT The hiring of minorities and woman on a fair and equitable basis is only the first step in affording equal employment opportunity. Skill development, Promotions, and equal nondiscriminatory on-tho- job •.restment are of equal importance to both the individual and to the City. The following actions shall be undertaken to achieve employee Job satisfaction and fair treatment and to Wro success- fully utilize women and minority persons in our work force. A. Assure that there shall be no discrimination for reason of race, color, creed, sex, age, or physical handicaps with regard to upor..dinq, promotions, transfer and demotion, lay off and termination of employees. Any action which might adversely affect minorities or women will he brought to the attention of a the Equal Opportunity Officer. Employee grievances arising from i such action shall receive immediate attention in accordance with Section VI. S. Develop a skill inventory for employeas which can be used to identif- ■uoervisory and managerial level position potential. This shall be accomplished by: 1 . Obtaining from the employees a written statement as to their desires, skills, and interest in higher paid Positions. 1. Periodic review and anal-sis of employee development Programs and readiness to assume nigher positions. 1. ldentii•,, soeciiic positions for which employee qualifies, and assure that requests for interdepartmental transfers end promotions are considered without discrimination. C. Actively encourage employees tp increase their skills and job p-tential throuoh training and educational opoortunities. • Offer qu- once and r_ounselinq in developing programs tailored to individual ootitude and desires, taking full advantage of programs ^' offered by the State Department of Employment Security and Manpower Develonment Programs. TV. LIAISON AND COORDINATION A. ^.hare exist many organizations vitally concerned with equal opportunity• and fair treatment of minorities, woman, and the physically handicapped, and thou that are over 65, whose resources can be of valuable assistance to ach.levinq the goals Of this program, The Citv of Renton through its Equal Opportunity Officer shall maintain constant contact and coordinate various aspects of the Affirmative Action Proqrim with these organizations. In addition to those Alrudv identified with respect to recruiting, hiring, an mployee 4evolopount, working relationships shall be maintained tth the various civic, labor, and minority organizations in the greeter Renton aru. S. The City also recognizes its responsibilities to comply with and assure that equal opportunity and nondiscrimination policies of State or Federal agencies with which It conducts business are carried out. Specifically, the City of Renton shall: 1. se responsible for reporting to the appropriate ananries any complaints received from any smoloyee of, or an applicant for employment with any City of Renton contractor or subcontractor, subject to Executive Order 11166. 1. Cooperate in apecial comollance review* or in investi- motiona so requested. 1. Carry out unctions against a contractur(s) snd/or ntroctor(ai as required. e. Assure itself and the agency as Part of the grant s,,plication process, that the general or prime contractors will not have submitted pre-packaged bids that deny open bidding to minority or ar,y other subcontractors. 1 E. Insure that ell xwaebe Cs of management within the City are fully aware of and in compliance with the intent of the Affirmative Action Policy pertaining to equal employment opportunity. P. Provide continuing communication of the Afft Motive Action Policy to management, employees, applicants for employment, and to outside organizations performing services for the City. 11. ZMPLDYMENT PRACTICES The overall employment practices provide the key to assuring equal employment opportunities and achieving an appropriate represents- Lion in the City-s work force. The City of Renton shall undertake the following actions to achieve these objectives: A. Review all position qualifications and job descriptions is to insure requirements are relevant to thw Lasko to be performed. Revise as necessary by deleting requirements not reasonably related to the tasks to he performed in order to facilitate hiring of minorities and women who otherwise might not be considered. E. Pay and fringe benefits shall depend upon job responsi- bility and along with overtime work be administered on a nondiscriminatory basis. C. Inform and provide guidance to those staff and menAq:ment Personnel who make hiring decisions that applications for all positions, including those of minorities and women, are to be considered without discrimination. And that all applicants shall be given equal opportunity regardless of root, creed, color, national origin, sox, Physical handicaps, or age. Pri.mary consideration shall be given minorities, women, and other definable groups at any time the City's work force does nc.t fairly reflect the membership of these groups residing within the Renton employment area. D. Provide periodic training for managers and supervisors in equal opportunity objectives, making use of such programs as currently offered by the Intergovernmental Personnel Program Division of the U. S. Civil Service COemIssion and other agencies. E. Provide orientation for all new employees specifically emphasizing how the City of Renton assures equal ooportunity and the significance of the Affirmative Action Program. Encourage all employees and specifically minorities to avail themselves of services rendered. P. Recruiting shall be accomplished in such a manner as to inform the greatest number of minorities and woman possible in the Renton area of employment opportunities and to make known that such applicants are sought. As regards minorities a des- cription of each position shall be: 1. Advertised in the various Renton area ethnic news media. 2. Circulated to current staff and encourage present employees to refer minority applicants. J. Forwarded to schools in the Ront •n area with minority students. 4. Distributed to minority and human relations organiza- tions in the Renton ■tea requesting referral of qualified minority applicants. An up-do-date listing of these organize- tions and their spokesman shall be maintained by the EEO Officer and the Citv Personnel Director. These organizations would be identified as, but not be limited to, the Urban League, Equal Opportunity Center, Neida, Rinetachopi, Etc. All employment notification shall include the "Equal Opportunity Employer" statement and date of publication shall be at least five days prior to cut-off data for receiving applications. G. Programs such as apprentice, oopeer and part-time trainees, Intern, And Other supplementary hiring programs shall be considered in the same manner as full-time City positions and be subject to the provisions of the Equal Opportunity and Affirmstive Action Programs. +s 4 t AFFIRMATIVE ACTION PROGRAM City of Renton The Policy of the City of Renton is to promote and afford equal treatment and service to all citizens and assure equal employment opportunitv based on ability and fitness, to all persons regardless of race, creed, color, national origin, sex, physical handicaps, or age. In recognition of its obligation to provide community leadership to overcome past circumstances which have either barred, not encouraged, or discouraged representative minority and female employment, the City of Renton has initiated f, a program of affirmative action designed to assure that the spirit is and intent of this policy is realized. The term minority as used herein shall include, but not be limited to, those identified as Blacks, Spanish-Americans, Asians, and American Indians. The spirit of the equal opportunity policy includes such persons as the physically handicapped, and theme over the age of 45, even though the emphasis is upon minorities and females. The ,urposes of the Affirmative Action Program are to: 1) establish employment practices that will lead to and maintain a minority composition of the City of Renton work force that reflects that of the Greater Renton community; 1) achieve and maintain equitable and full utilization of minority and female employnes at all position levels; 7) promote an atmosphere of non-discrimination and fair treatment within city government; 4) provide compliance with State and Federal equal opportunity requirements and regulations. This policy shall be made known to all employees, contractors, subcontractors, and suppliers through distribution of handbooks, bulletins, letters, and personal contacts, conferences and orien- tation sessions. Signed acknowledgments pledginq cooperation shall be required of all department heads and supervisory personnel in the City of Renton and, where appropriate, of all contractors, subcontractors, and suppliers engaged in City-administered projects. Such contractors, subcontractors, and suppliers to whom this policy shall &poly to shall include those with an average annual employment level of 15 and/or those who annually do business with the City of Renton in an amount exceeding $10,000. 1. PROGRAM RESPONSIBILITY To assore that the eoual opportunity policy and the provisions of the Affirmative Action Program are carried out, an Equal Opportunity officer shall be appointed or designated by the Mayor. The Officer shall be the focal point for the City'• equal opportunity efforts and will advise and assist staff and management nermcnnel in all matters relating to implementation of and compliance with the Affirmative Action Plan, and be responsible for the successful execution of this Program, utilizing the assistance of appropriate State and community agencies and organizatirns and maintain clove liaison with the Mayor and City Council on the progress of the program. The EOaal Opportunity Officer will have the responsibility to: A. Initiate, coordinate, and evaluate the City's plans and programs which are designed to ensure that all current and p•os- pective employees receive the benefits of equal employment opportunities. B. Evaluate the Equal Employment Opportunity Plans and Programs of the City to ensure compliance with the Affirmative Action. Policy, C. Coordinate the attention given to Equal Employment Opportunity throughout the City, 0. Periodically audit the practices of the City and recommend improvements In the Affirmative Action Policy to the Mayor's office. 1 r, 7s �0V AtV SUMMARY Or L FAIR PRACTICES PINKY 0I Ttll CITY O/ PEMTON • /w ADOPTED BY MR.SOLU'TION NO. 1005 TSO RpR" The policy of the City of Renton Is to promote and Afford equal treatment And ,•rule• to all citimsns and *,sure equal employment opportunity based on ability and fitness to all persons regardless Ot race, creed, color, n,tAnisl orAgin, BOX physical handicaps Or age. This policy ,hail apply to every *,pact Of employment practices, employee trestment and public cant A-t. In .00pAng with this princlple the following guidelines are established and Nhall he the governing Policy for All departments of thv city of Renton. 1� 1. EMPLOYMENT - Recruiting, hiring, and appointment practices shall be conducted solely on the basis of ability and fitness without regard to race, color, creed, national origin, ass, physical handicap or Age. 1. PROMOTION - Promotion, downgrading, layoff, discharge and Antar- departmental transfer shall be dependent on individual performance and work force need, without regard to rate, color, creed, national origin, memo ph/alc+l handicap or one, end, whenever applicable, An egr•ement with Washington State Council of County And City Employees, and In com- pliance with governing Civil Service Laws and Regulations. I. TRAINING - All on-the-Job training and city-supported edur.,tlonal opportunities shall be administered without disco urination to encout,ge the fullest development of Individual interests ♦nd aptitudas. I. SERvI CI AND Ell➢LO YEN CONDUCT - rho City shall deal fairly and equit- ably rt t1 • 1 citArens it serves no all persons it employs. City depart- ments shall mu ntaAn the policy that no city facility shall be used in the furtherance of any discriminatory practice. Each official and employee shall be responsible to ^arty out the intent and provisions of th,A Polley. S. COOPERATION WITH HUNAN PIGNTS ORGANIZATIONS - The City shall cooper- Ate to the fullest rmeant possible with all oraanirAtions and commissions concerned with fair practices and equal opportunity employment. Such orgesiastions include, but are not limited to, the State Human Rights COP- mission, the Seattle Human Right, Commission, Seattle Mason" Commission and the Seattle Technical Advisory Committee on Aging. b. AI'PIRNA. IVE ACTION /ROGPAN - To facilitate equitable ;e➢resentatlon within the city work force and aesur, equal employment rpportunity of minorities and women An City Governmmnt, an Afflrmativr Action Program snail be initiated and mintatned by the City Of Penton. It npAil be the responsibility and duty of all city officals and Departme,.i Meads to carry out the policies guldelines and corrective measures as set forth by this program. 7. CONTRACTORS' OSLIGATIOM - Contractors, subcontractor. and •uppllarm conducting business with the City of Rearon shall affirm and subscribe to the fait practical and Nun-Diacrlminstion policl*N set forth thereto. s. po$rlMO Or pOLIC' - Copies of this policy shall be distributed to Ali city employees, ,'iall appear in all operational documentations of the City, Including bid tall,, end Shall be proelneatly dlsPlayed in ail city facilities. COMCURRED IN by the City Council of the City of Renton, wastungton this loth day of Jules , W1. CITY OP BARTON RENTON CITY COURC1l �� ry err,t Navor Cara Clyaer nailProw. , ArTEA. — / Pro Tam �� ems/ C aT ,* �Zm a Na Ion, C [y ;'i CURUSG1fON RY ItIOPoKp CgR.ACTW, SUNr,•pyfNAtT'M ANC 54yi2[G tLGPb01t: flAlAt. I:.pllrrltM uTItMiVNTfy enae for t t Imw o an iht. "rtlrtr.tlm le r.yulred porewm ,n Federal Lareutrx Mdtr IITN.. no imp lrmintlng role, wed rep.1"bMa provlde tw an,, bidder or ooaprttva vontr.rior, or nsy ..f Choir yrop,.ead ..trantin'tun am wWlisn, .hell ,sto " " Wttal put of the bid or negotiations of that tontrw•t whether It Me prtialpet.d In any prerl sae runt,art or .ubcrxrtrmrt moblect to the VW nppRu- nity clwv; and, If on. ."They It TO. filed .11 roylh". report. dw urkar .Wlt"Db t"tructlow. The City has horn'fore adopted Phout"tlm b. l.ol raker, "t. of July ID, 197] ewlabllmhlnN a "rate Raatler. f011ey", as lWla- denied by an "Affirmative Artlm proar"" thereto establlahlry end prpmlpatim the polity of the Clty of Aeemon to Vnete and afford o"Al treatment deal ne"tiv to all ammeter am to Your. ritual arp"Yowtn oppumunity ,Word on Ability ared fitena'a n, all preatn regardless of rmca, erred, rulnr, notbnal arldln, Tarr phpleal handicaps nr age, M. pliry .fell l/twin apply r all e04110rT.10, w4aatnn.r. and eyrpller. eOrdoellV taut"" ellh that City of demma .W, I. turn MLA .ffl»and aubwrlow TO "Id precticam wed poliefaa. Tee mroya.m<h.✓d povbtmm .hall not apply to roatrarte ur eubcmtgrt. for adudud coomear- vlel outti or are MaTariale or fltm. or arianiullo" with Lane thta 11 Mapluyawe aat/ur cent,,a," ,f lea ttrn b16,ddd beei- nrMa gar .env with the city. The endrraidhod rmtrmrtor therefore coverrhr., atlpulaiat. and Won. true mars" the perfor"W. at n,as .outrwt the, M +Ill net dlwrb/hot. edition, any porn. In "I'MN, promoting, Atw•hegtng, ra.penaettV or In on, attar term nr ,.araitw, of employ- note, by ... .,f Math prrrn'e race, ...it. taint, Tallow., ..,air, .1 "-lonol nrt,io .. I.plaemeeC by the "Affirwtive Mttm Prod... 1� Ceatrertnr turtNr .later. That he will tm4 .frirrti— meal .ortlawnw W$- to Inaare full r.,yl hate with .-1- p11,/ ark pro- p" 1n .11 "Write. It Ming atrinly uuderamod areal mdreed that failure to coyly with any of that trren of orld prcvlewns droll be wed aonstil.t. . Material breath of 'hi. nmtrart. Gmaraator shell, upm rwprw.1 aW/or " awns .. po..able the"atorr, former onto the City ..Y mW .11 Infnrmet b>n and report. "invited by the City to Aneraire, whether full caepllanee hem them "de Or, ,he contractor with "Id polity hod prWrMa oral corn tr.rtor toil .It ", .e 1. hi. bueb., rernrd. a" ..to by Cho City for the prrpo" of Invutlertl,r to maren.Hd each coylonrr. fiat,. ;r further ..iurwl.dd.. ITai hat be. teethed -� irw wad rwplate copy of lM Clty'• "/mir praturar Policy" awl -Afftr"- 1 ivy nation Prngr"'. gOlwMWt IMMIFIrIGT11AI W). CLIITU'IGTIM BY COMMCTIM AidMr'. home 4",...'. bpreornut A". title: A.,m• lUKF1NfML'T<M'f.CLFTIFICATIN Wt.'mrrarton'e momm, _Y AddTa.. tepraaenTaf late.' .��_ Title Mona: GII'FLUP'S UATIr1G11,211 WWltrr'. Naha'. Adore": Nep"a.ntot I'... _ Title: 1. Cvm1r"tor/SAw r.rturrroypll.r me pyticlpt.d in . prvlw. t.atrect w "brnntrort mab-." To the L/w1 OWattrrnity CU.". To 1. C"plt.re "port.aware :eyairre to he filled to .umrc,tun with aurD eonnr o, or .tobroatract. Yen = no Y. Coma".tor/Mabewrtrannr/Rupyller Me filial all coylt.w.. report. doe o,ahr appl/.etlun i"tn.ctlome. r— W.nry Aw"lewd a. It dmMaee to ton J 1. "Nohow plemme repl.in In detail un rn.," tide of thin rar<ifiratl". fin4l/eat/" 11t, Warytlm aW.. la taw end Foyle'. 1. the lane or ey h.owlail" ":1 boll.f. eaw Type We __ That. W/areal by city AMtwitri _.._._.. — 1 *3 w -r-h Dtzf� IL� p`.I LT"i'IrA'f in, hurit. l for state of washini?ton and court decisions governing such procedu.- the costs of such arbitration shall be borne equally by the City and the contractor unless It is the majority upinion that the Contractor's f.'ilinu or the protest is capricious and without reasonable foundation. f„' in the latter case, all coats shall be borne by the Contractor. The venue of any atilt shall be in King County, Washington, and if the s Contractor ie a non-resident or the Btate of Washington, he shall de innate an went, upon whom process may be nerved, before commencing ork under this contract, r ?!1-19 W r, <CITNITE r 'rhe prevailing rate of wages to be paid to all workmen, laborers or a,e: mechanics employed in the performance of any part of this contract %hall be to accordance, with the provisiuna of Chapter 39.12 RCk, as amended. * a' The rules and regulations of the Department of Labor and Industrie.a and tit, the schedule of prevailing wage rates for the Locality or localities where this contract sill he performed as deteraaned by tho Industrial Statistician of the pepartment of Tabor and industries nre by re„ferance made a part of this contract as though fully set forth 1-erein. lnssrtwch as the contractor will be held responsible for paying the pre- vailing wages, it is imperative that all Contractors familiarize them- saltes with the current wane rates before submitting bids based on these specifieetions. in case any dispute arises as to what are the pr-calling rates of wages ror work of a similar nature and such dispute cnunnt be adjusted by the parties in interest, including labor management representatives;, the matter shall be referred for arbitration to the uirector of the: Depart- nwnt of Tabor and Industries of the state, and his decisions therein ehnll he final and cc,nclusive and binding on all. parties involved in the dispute as provided for by R,C.A. :ey.12.0 0 as amended. the contractor, on or before the date of cummenceirknnt or work, shall Me a statement ,cuter oa''h w!th the droner and with the hireetor of fabor arwi Industries certif;tng the rate of hourly ..age paid and to be paid each class i fleet ton of l.:borers, workmen, or mechanic= employed upon the work by the Contractor or subcontractor which stud be not less than the prevailing rate of wage. Such statement and any supple-- awatal statements Which may be necessary shall be filed in accordance ..ith the prsetia:m .end procedures by the Daapartnent of Labor and Tiuiustries. fyior to commencing work, each contractor and each and eves;: auhcontrac- tor shall filer a sworn Stotemettt of Intent (Sl' 98a2) with tsw ncwnor and wttb the N.-drtnwrrl or Icbor ated Tndststrlen as t„ the pre%ailing :+alter 4L N/ ,fTCTA1. )VA TF10V5 11(Nr.l w fr.rlf LFV,', of WORK (Cont.) revised by the Contractor and the work shay. be performed in complfanc, with the contract provisions. Payments of any further estimates to the Contractor after such request is made and until an approved modified schedule has been provided by the Contractor may be withheld. F:xe- cutlon of the work according; to the accepted schr�dule of constructior:, or approved modification thereof, is hereby made an obligation of tIv, contract . � t fIrlor to the start of construction the Engineer rill call for a pre- conbtructfon conference. The contractor and his subcontractor, shall attend the pre-construction conference, the timp, place and date to he determined after the awarding; of the contract. Fubsequently a represen- tative of the Contractor will attend a weekly conference with the Owner's representative to review progress and discuss any problems that may !10 incurred. -1-]s D1Slt'TLP 1`:G LITIcATIuN ,4ry questions arising between the Inspector and '.he contract„r or bib <uperintendent or roreman a., to the meaning and intent of any part of the plans and specifications shall be imnedirtely Lroug!ht to the atten— tion of the Engineer and will be adjusted Fry him. failure on the part of the City rnµineer or his representatives to dis- cover and condemn or reject bad or Inferior work shall not be construe; as an acceptance of any such work c - the part: of the improvement in which the Ranee may have occurred. r'n prevent dispute. grid litigation, it is further agreed by the parties le-reto that the City Engineer shall determine the jupntity and quality of the several kiwis of work embraced in these 'mprovements. He shall decide all questions relative to the executior .;f the work and the intvrpretat,an of the plans and Rpecificatlons. in the event the rontractor is of the o +.Dion he All be damaged by such interpretation, he shall, within three !at days, notify the City rne4rxver and the City Clerk In writing of the anticipated mature and amount: of the ckougge or da:oages. in the event an asreement cannot then be reached within three i;i1 days the City and the Contractor will each appoint an arbitrator and the two shall select a third. III,- decihion of the majority of file arbitration hard shall bxx bindins; upon hoth parties and shall be delfvpred before any work is performed upon the feature in question. the. arbitration slgall be conducted in accordame with the Aatutee of �MPace R -''A (AAL IRUV(iI(M- - CONI TT.LU r!ON14 � fCont.) In the• field to meet existing conditions shall. be requested in writing and may not be instituted until approved by the City Engineer or his reirresentativea acting specifically upon his instructions. In the event of disagreement of she necee:rity of such changes, the Engineer's decision shall be final. PP-14 h'AIUd2E TO kfIFT 4E('1FTrATTONA is is In the event that any worizwnship does net meet the require!nturts or specifications, the City May have the option to accept such workman- ship if the City Engineer deems such acceptance to be In the best Interest of the ity, provided, the City may negotiate payment of a - lower unit price for said workmanship. -y-1= o! )TTr.rier of H 'TV .IM, "PT''.-%T1 71TJJTT-, i lu I all r wl' , -11 e' ad 'r. .' i.,l: -tandard Specifications in r-lard to prrt,:ct.ton of public and pri .�tilitien. bic.tion and dimensions shown on the place for c>.isting underground facilities are in accordance with the beat available information with- out uncovering and measuring. The Owner does not guarantee the size atui location of existing facilities. It shall be the Contractor's responsibility to contac' TELEPHONE CftMPAVY. M)fJER CrMIPA\ti', and the RENTON MATH REM INT r: for exact locations of their rc j,cctiie utilities. Also, contact to CANE$ Ty compm', if necessary. �P..lt. sCIIErsusr, of WORK ,4eMion 9.01 of the Standard ;pecifications shall be deleted and the following inserted: prrmptly after the award of the contract', the Contractor shall submit for approval to the Engineer a progress schedule. from this informa- tion a progress schedule dfa;;ram will be computed, plotted atui a copy reterned to IN- Contractor. Payment to the Contractor on any estimate m:n he withheld until such a schedule has been nubm4tted and appro'ed. Jvtild it tecrx: evident at any time durirgt ernsirurtion that opera- tions will or may fall behind the schedule of this first program, the Contractor shall, upon request, promptly submit revised schedules in the same form as Vecifted herein; setting out operations, Methods and ,rquipment,added labor forces or working shifts, night work, etc., by which tine last will be made up, and confer with the Etptineer until an approved modification of the original schedule has been socured. fur- ther+o if at arty time arty portion of the accepted schedule is found to ean;41ct with the contract prnvIoiona, it shall, upon rr-queat, be -P-Page 4 ti -P-Oa VAIP t"VI TCI'S POLICP (Cant.) y, - I,olicy of the city of Renton", as incorporated in t this durunumf . . .�, 41-09 Air'IR14ATTVr ACTION PRnrRAM I1m rnntrartor shall be required to read and abide by the City of e1, 'm Affirmitive Action Program as incorporated in this document. is n rP-10 NON-COLITSION ArrIDAVIT The Contractor shall be required to execute a Non-collusion 4ffidnvit to satisfy the City that the bid offered is genuine, is not sham or r-ollusive, and in no respect or degree is made in the interest or on behalf of airy {x raou, firm, or corporation ncit named in the proposal containing suer a bid. SI'-U NONDISCRIMINATION 1h rMMY TNT Contracts for work under this proposal will obligate the r,,mtractors and suircontractors toot to discriminate in employment practices. The Contractor :hall alsn be required to execute the NonrM scrtirinat'_on In employment form as incorporated in the document. �1-12 ;TANDARD SK'NI'ICATIONS The Special Provisions hereinafter contained shall supersede any pro- visions of the Standard Specifications in conflict therewith. The Standard specifications for Municipe.l Public Works construction prepared by the Washington State chapter of the American Public Works Association, 106e edition, shall be hereinafter referred to as the "Standard Specifications" and said specifications together with the laws of the State of Washington and the Ordinances and Charter of the city of Renton, No far as applicable, are hereby included in these specifications as though quoted in their entirety slid shall apply except as amended or superseded by these special Provisions. A copy of these Standard Specifications is on file in the office of the City Engineer, City ;[all, Renton, Washington, where they may ts• examined and consulted by any interested party. Wherever reference is made in the rtandard Sisrcific.otions to the Owner, such reference shall be construed to mean the city of Renton, and where reference is made to the Etetinneer, such reference shall be construed to mean the City engineer, City of Renton, or his duly authorized assis- tant or aasietants. cP-l't rJUD I11AN TS Any alterations or vartanc oe frog, the plans, v'4cept minor edJustmentti 4- SP-Page 3 f _ 1AL PROVISIONS ((ANT,) SP-OS TIME OF COMPLETION (Cont.) extend the time of completion of said work. No extension shall be valid unless the same be in writing and accompanied by the written . consent to such extension by the surety on the bond of the Contractor. Time Lost in replacing improper work shall not furnish any grounds to the Contractor for claiming an extension of time for the completion of r . the work, and shall not release the Contractor from damages or liabili- f1 ties for failure to complete the work within the time required. - s u SP-06 IC LIABILITY AND PROPERTY DAMAGE INSURANCE The Contractor shall obtain an . keep in force during the term of the e.lkxv. contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor performing work provide,i by this contract, and the City. The City shall be named as an additional Insured on said policy insofar as the work and obligations performed on- der the contract are concerned. The coverage as provided shall protect against claie, for personal injuries, including accidental death, as well ;-,u ,• iFa, as claims for property damages which may arise from any act or omission of the Contractor, or the subcontractor, or by anyone directly or in- Urectly employed by either of them. Tho minimum policy limits of such insurance shall be as follows; Podily injury liability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not less than $60,000 for each accident. A copy of the insurance policy, together with a copy of the endorsement naming the City as an additional insured, shall be provided to the City wit!.in a reasonable time after receiving notice of award of contract. PROOF OF CARRIAGE OF TNSIIRANCF. The contractor shall furnish the City with satlafactory proof of carriage of the insurance required. SP-07 EQUAL EMPLONNTNT OPP0RWSM AFFIDAVIT The Contractor shell be required to ceeeute the "Certification by Proposed Contractor, Subcontractor and Supplier Regarding Equal Employment Opportunity" form, as incorporated in this docimMnt. tie shall also abide by all rules and regulations as required by the Instructions of the aforementioned form. SP-08 FAIR PRACTICES MUM The Contractor shall be. required to read and abide by 'Ilse Summary SP-flags Z t s-. ti 4 I SPECIAL PROVISIONS GENERAL PROVISIONS SP-0.1 DESCRIPTION OF WORK i The work to be performed under this contract consists of furnishing certain materials, equipment, tools, labor, and other work or items incidental thereto (excepting arry materials, equipment, utilities or r . service, if any, specified herein to be furnished by the City or ` ' Others), and performing all work as required by the contract in w„ < dance with plans and specifications and Standard Speeifieatioas, all-of u which are made a part hereof. This improvement is subject to the installation of a 24" ductile iron a r: water main and related facilities,as well as a short sanitary sewer ex- * «, tension in Talbot Road South from South Grady way to Puget Drive. a SP-02 DATE OF RID OPENING Sealed bids will be received by the City of Renton, Washington, by filing with the City ,lark, City Hall, Renton, Washington, until gy; 2:00 o'clock P.M. Pacific Standard Time, November 1, 1992 and will a be opened and publicly read aloud in the fourth floor conference room. SP-03 MATERIALS SUPPLIED The City of Renton shall supply all water pipe, fittings, fire hydrants, gate valves, and cast iron valve boxes with their required accessories. The contractor shall supply all other material such as concrete blocking, shackle rods, fire hydrant guard poste, valve markers, and all other '+° materials nceessary to make a complete installation. The water pipe will be stockpiled at the job site and all other related material will be stockpiled at the City of Renton, Water Shop, located at let Avenue North and Burnett Street. ' The Contractor shall supply all material for the sanitary sewer extention, Schedule ^['." of this document. P-04 CONSTRUCTION DIRECTION The starting Loca'1yn for this project will be at the intersection of Talbot Road South and South Renton Village Place and then progressing to the South. SP-05 TIME, OF COM tmoN The Contractor iw, expected to diligently prnoecute the work to comple- tion in all parts end requiremer.ts. The project shall be completed within thirty ('sO) calendar days excluding day of starting. Provided, however, that the City Council shall have the right upon request of th,r Engineering Department, City of Renton, Washington, to cp-Tag.". I a PI J'I �I. I'Hn`.TS ln�r l•Tr'.l , l :1 2 111Iti1 A\II 411 F051'ROL ICont.l Al host and mud control shall be considered as incidental to the project, and no compensation will be made for this section. I; Complaints on dust, raid, or unsafe practices and/or property damage to �+ private ownership will be transmitted to the contractor and prompt {" action in correcting will be required. Written notice of correction of complaint items will be called for should repetitive complaints be received by the City. SP-33 PArWAT TO THE CONTRAc'TOR , Paymarnts to be mane to the contractor will be made in the manner outlined in Section 4 of the Standard Specifications. payments shall. be made in ca-h Warrar*s. Partinf payments on estimates rrw't Fie with- helTunt37 wore prori,css schedules as described in Section �r-11 of t'•ege '.,pedal provisions has been received and approved. SP-34 LIQVTDATI.D D.PLAGCS l.fquidated damages for failure to execute the contract 11s specified and in accordance with Section 8.08 of the Standard Specifications will he assessed as follows: one 'iundred Dnllart (:�100.00) per calendar day plus cost of inspection, supervision, legal expense and court costs fneurred beyond said date. The cost of additional inspection and supervision sliall be an amount equal to actual salary cost, plus - ore hundred percent (100l) for overhead and other Indirect expenses. j t4 SP-35 AWARDIha of CONTRACT t . lwarding of contract will bo based on total sum of al.l schedules of 11! prices. No martial bids will be accepted. ' 4 9 ,q f SPECIAL TECHNICAL PROVISIONS (CONT.) ATS-10 TESTING a. General , ydrostatic pressure and leakage tests on the new pioeline shall be made in accordance with applicable provisions of AWWA C600.54T or C603-64T and Section 74 of me A.P.W.A. Standard Specifications, except as modified herein. All equipment necessary to make the tests hall be furnished by the contractor and the contractor shall conduct all tests under the super- vision of the engineer. b. Pressure Test Prior to acceptance of the system, the installation shall be subjected to a hydrostatic pressure test of 250 psi , and any leaks or imperfec- tions developing under said pressure shall be remedied by the contractor before final acceptance of the system. The contractor shall provide all necessary equipment and shall perform all work connected with the tests and conduct said tests in the presence of a Utilities Department Inspector. Insofar as practical , tests shall be made with pipe joints, fittings and valves exposed for inspection. c. Leakage Tests Leakage tests may be required after the pressure test has been satisfac- torily completed on the new pipeline or concurrently with the pressure test. The '.Ydrostatic pressure for the leakage test shall be equal to 1CO psi . ATS-11 DISINFECTION Disinfection of the new cater system shall be required orior to comple- tion of the project and shall be in accordance with AWWA Specification C601-54 and Section 74 of the A.P.W.A. Standard Specifications and shall meet the acceptance of the State of t4shington Department of 1;ealth. The initial concentration of chlorine in the line shalt be 50 parts per million and this solution shall be held for a period of 24 hours. Disinfection cf the entire water system installed or disturbed under this contract, including pipe, pine fittings, valves and appur- tenances, is required co conform with the specifications stated herein. I ATS-12 CLEANUP During the time that the work is in progress, the contractor shall make every effort to maintain the site in a neat and orderly condition. All refuse, broken pipe, excess eycavated material , broken pavement, etc. , shall be removed as soon as practicable. Should the work not be main- tained in a satisfactory condition, the engineer may cause the work *o stop unt,i the ' clean-up" portion of the work has oeen done to the satisfaction of the owner and/or engineer. ATS-Page 9 ti � SPECIAL TECHNICAL PROVISIONS (CONT..) ATS-07 PIPE INSTALLATION Cont.J g. Fire l—irant Assemblies All "shackling", steel tie rods and bolts should be given a liberal coating of bituminous paint. Also, upon completion of the hydrant installation, the hydrant shall be painted with a high visability yellow paint. The type of paint shall be approved by the Engineer prior to its application. r Note: Only the Tee, Gate Valve, Pipe, Fire Hydrant, Gnte Valve Box. and Hydrant extension will be supplied by the City. h. Concrete Blocking General ccncrete thrust blocking shall be in accordance with Provision 42.14 of Section 74, A P.W.A. Standard Specifications. The City of Renton Standard Detail for general blocking is bound in these specifi- cations. ATS-OB WATER SERVICES The existing water services shall remain in service during construction of the new water main and until final acceptance of the required tests on the new main. Upon final acceptance of the new main, the existing services will be reinstalled or tapped into the new main and the meter boxes relocated where necessary, or as directed by the Engineer. They shall be installed as per the City of Renton water service specifica- tions as bound in this document. ATS-05 RESTORATION OF SURFACES a. General Due to the fact this work is being performed in conjunction with the street widening project, the extent and type of restoration will be decided by the Engineer or his delegated representative. Basic requirements for surface restoration are as follows: Roads, streets, driveways, shoulders and all other surfaced areas, fte rtiionvof the oimprovemrntsken, caved, S covered ettlee obyo this vcontract 9shall ed ebeoi1 a paired and resurfaced to match the existing pavement or landscaped area as set forth in Section 54, of the P.P.W.A. Specifications. b. Tem rar MC Cold 1^ix_Asphalt MC fold premixed asphaltic concrete shall be required in some areas for temporary patching on this pri,ject, where deemed necessary by the Engineer. ATS-Page 8 1 SPECIAL TECHNICAL PROVISIONS _ C04T. TS-07 PIPE INSTALLATION Cont.) f. Valves and Valve Chambers (cont.) and a 2" Bypass Valve Assembly, a precast concrete vault, and a concrete valve marker. The City of Rerton Standard Detail for "Precast 12" Gate Valve Chamber" and 2" bypass assembly are bound in these specifications. Valve chambers shall be in accordance with Section 76 of t� 4.P.W.A. Standard Specificat'ons except as modified by details boun n these ' specifications. Note: Only Gate Valve and 2" Bypass Assembly materials to be supplied by the City. Contractor to supply all other necessary materials. 3) The 16" Gate Valve Assembly shall include a 16" butterfly valve MJxMJ), two 8" x 24" cast iron gate valve boxes with extensions if necessary, and a concrete valve marker. Note: Only butterfly valve and 8"x24" gate valve boxes are to be supplied by City. (4) The 24" Butterfly Valve Assembly shall include: 24" Butterfly Valve (KWU), a precast concrete vault and a concrete valve marker. The City of Renton Standard Details for a precast concrete Butterfly Valve Chamber are bound in these specifications. Valve chambers shall be in accordance with section 76 of the A.P.W.A. Standard Specifications except as modified by details bound in these specifications. Note•. Only Butterfly Valve to be supnlied by the City. Contractor to supply all other necessary materials. g. Fire Hydrant Assemblies Fire hydrant assemblies installation shall be in accordance with Section 77 of the A.P.W.A. Standard Specifications. The Fire Hydrant Assembly shall include: 12" x 6" C.I. Tee (MJ x FL), 6" Gate Valve (FL x %), 6" C.I. Pipe Spool (PE x PE), 5" MVO Fire Hydrant (MJ Connection), B" x 24" C.I. Gate Valve Box, and 3/4" Shackle Rod with accessories, and hydrant extension where called for by Engineer. Fire Hydrant guard post shall be installed where deemed necessary by the City Engineer and/or shown on the construction plans. The City of Renton Standard Detail for hydrant assembly and hydrant guard posts is bound in these specifications. ATS-Page 7 4 �► 1 t-i SPECIAL TECHNICAL PROVISIONS (CONT.) ATS-07 PIPE .NSTALLATION (Conti d. Special Anchorage All free ends, bends. Lees, laterals and any change in direction of piping shall be adequately braced and bucked to prevent movement from thrust by use of concrete thrust blocks, tie rods and joint harnesses. Concrete thrust blocks must be poured against undisturbed ground. Thrust blocks shall be provided at all changes in direction of piping. In addition, all joints at bends or changed in direction, to a point at least three joints beyond the tangent point on either side of the bend, shall be provided with a positive locking device to prevent separation of the join: under full test pressure. The locking may be accomplished by use u. tie rods and joint harness, subject to the prior approval of the engineer. After the pipe ha, been joined, aligned and permanently bedded, the joints shall be drawn up to assure permanent water-tightness but not so tight as to prevent flexibility to allow for some movement caused by vibrations. expansion and contraction. All (shackling) steel tie rods and Dolts should be given a liberal coating of bituminous paint. e. Connections to Existing Pipe and Structures Connections to existing piping are indicated on the drawings. The con- tractor must verify all existing piping, dimensions and elevations to assure proper fit. The contractor must also provide any specials required to make a satis- factory connection. The City of Renton Utilities Department shall make connection to existing mains at the Contractor's expense. The Contrac- tor shall also be required to help the City forces with the connection at the discretion of the engineer. The contractor shall be responsible for the protection of all existing piping and appurtenances during construction, and shall take care not to damage them or their protective coatings or impair the operation, of the existing system in any way. f. Valves and Valve Chambers Valve installation shall be in accordance with Section 75 of the A.P.W.A. Standard Specifications except as modified herein. (1) 8" and smaller gate valve assemb'ies shall include a valve, an 8" x 24" cast iron gate valve box and extensions, and a concrete valve marker if required by the City Engineer. )i Note: Gate valve and 8" x 24" cast iron valve box to he supplied by the city. (2) The 12" gate valve assembly shall include: 12" gate valve (MJxMJ) ATS-Page 6 w w SPECIAL TECHNICAL PROVISIONS (CONT.) ATS-06 PIPING MATERIALS, VALVES, AND FITTINGS Cont.) materials, valves, and fittings shall conform to A.P.W.A. Standard Soeci- fications and shall be in accordance with the City of R-mton requirements. All pipe, valves, fittings, and specials shall for a minimum water working pressure of 150 psi or as revised by City of Rentcn standards, and shall conform to the requirements of the applicable sections of the e A.P.W.A. Standard Specifications. ATS-07 PIPE INSTALLATION a. General Pipe installation shall be in accordance with Section 74 of the A.P.W.A. Standard Specifications, except as modified herein. All buried pipe shall be 'aid upon prepared foundation or bedding material so that the bottom quadrant is uniformly supported throughout its entire length, as specified in Section TRENCH EXCAVATION, BEDDING AND BACKFILL. The average depth of cover for the 24" and 16" watermain shall be 4'0" and the trench width shall be no greater than 42". The average depth of cover for the 12" watermain shall be 4'0" and the trench width shall be no greater than 30". The average depth of cover for the 8" and smaller watermain shall be 3'0" and the trench width shall be no greater than 3U". b. Laying and Jointing Cast iron pipe and accessories shall be handled in such a manner as to assure delivery to the trench in sound undamaged condition. Particular care shall be taken not to injure the pipe lining and coating. Cutting of pipe shall be done in a neat, workmanlike manner with an approved type mechanical cutter without damage to the pipe. Jointing shall be accomplished in accordance with manufacturer's recom- mendations. c. Bends and Curves Deflection from straight line and grade, as required by vertical curves, horizontal curves and offsets shall not exceed the maximum deflection per joint as recommended by the pipe manufacturer. If the alignment requires deflection in excess of the maximum recommended, special bends or a sufficient number of shorter lengths of pipe shall be used to provide angular deflections within the limits set forth. ATS-Page 5 1 ♦ 1 SPECIAL TECHNICAL PROVISIONS (CONT.) ATS-05 PAVEMENT REMOVAL, TRENCH EXCAVATION, BEDDING A11D BACKFILL CONT. e. Trench Backfill and Compaction (Cont.) tests shall be selected by the Engineer. If one or more tests do not meet the specifications as stated above, additional tests will be taken as requested by the Engineer at the Contractor's expense. (3) Subse uent backfill: All subsequent backfill under street and e shoulder areas s a, e p aced in lifts not exceeding 8 inches in loose depth, and each lift compacted to at least 95 percent of maximum dry density at optimum moisture contact as determined by ASTM Designation D698-58T, Method D. In-place density determination shall be made in accordance with ASTM Designation D1556-58T, except as otherwise approved by the engineer. Testing for compactions in the improved areas shall be in accordance wtih the testing as stated in the section on initial back- fill. (4) Pa ent_: No separate or extra payment of any kind will be made for compaction, wetting, drying, water, or processing of mat-rials, but shall be included in the applicable un" price paid for tht waterline in place, complete. f. Select Trench Backfill Select trench backfill for the pipe shall consist of crushed or naturally occurring granular material from sources selected by the Contractor. The source and quality of the material shall be subject to approval by the Engineer. Select trench backfill shall meet requirements for bank run gravel Class "B" as outlined in Section 26-2.01 of the Standard Specifi- cations. The horizontal limits for measuring select trench backfill in place shall be the side of the excavation except no payment will be made for material replaced outside of vertical Manes, 1 .0 feet outside of and parallel to the barrel of the pipe and not the bell or collar. Any excavation in excess of the above requirements shall be replaced with the native material or select trench backfill , as directed by the Engineer and at the Contractor's expense. The price per ton shall be full compensation of selecting the source, furnishing and placing the material as outlined in Section 26-2.01 of the Standard Specifications. ATS-06 rIPING MATERIALS, VALVES, AND FITTINGS All pipe sizes as shown on the drawings, and as specified herein, are in reference to "nominal" diameter, unless otherwise indicated. All piping ATS-Page 4 1 � y SPECIAL TECHNICAL PROVISIONS {CONT. TS-05 PAMIEN' REMOVAL, TRENCH EXCAVATION, BEDDING AND BACKFILL CONT. c. Excavation (Cont.) Excavation of every description, classificatinn and of whatever substan- ces encountered within the limits of the project shall be performed to the lines and grades necessary for pipe, bedding and structures, and as indicated on the drawings. Temporary drains and drainage ditches shall be installed to intercept or direct surface rater which nay affect the promotion or condition of the work. All excavated materials not meeting the requirements for backfill and all excess naterials shall be wasted as specified. No separate nor extra payment of any kind will be made for storing, handling, haul',,; or manipulation of excavated materials. d. Foundation Preparation and Bedding Foundation preparation shall be in accordance with the applicable provi- sions of Section 73, A.P,W.A. Standard Soecifications, except that the bottom of the trencf, must be shaped t, niformly support the bottom quadrant of the pipe throughout its a length. In case unstable or unsuitable existing material is encountered at the trench bottom, the engineer may direct the use of borrow bedding material In accordance with Section 73-2.05 of the A.P.W.A. Standard Specifica- tions. Wet trench conditions will not necessarily be considered as an Indication of unstable conditions. The trench shall be de-watered and an inspection made by the Engineer to determine the suitability of the trench material. All costs for de-watering shall be the responsibility of the contractor. Beddirq material shall be as required for Bank Run Gravel Borrow. e. Trench Backfill and Com_action (1) General; Excavated materials that are free from mud, muck, organic matter, broken bituminous surfacing, stores larger than 8 inches in dimension, and other debris, shall ba used for backfill except where otherwise required. (2) Initial Backfill extending to a plane at least 12 inches along the crown o the a pipe shell be hand-placed, selected excavated material free from stones, hard -lumps or other material harmful to the pipe. Initial backfill shall be placed around the pipe in layers not exceeding eight inches in depth, and each layer shall be thoroughly compacted by mechanical tampers to at least 950 percent of maximum dry density at optimum moisture content as determined by Standard Proctor Compaction Test, ASTM Designation D698-58T, Method D. All works related to the testing of the compaction, including proctor tests and compaction den- sity tests shall be by the Contractor at his expense. Three compaction tests shall be taken or the water trench areas. The locations of the TS-Page 3 t i SPECIAL TECHNICAL PROVISIONS�CONT. TS-04 CLEARING AND GRUBBING Clearing and grubbing shall be accomplished in accordance with the appli- cable provisions of Section 12 of the A.P.W.A. Standard Specifications except as otherwise provided herein. No separate nor extra payment of any kind will be made for clearing and grubbing, but will be included in the applicable unit price bid for the waterline in place, complete. TS-05 PVEMENT REMOVAL, TRENCH EXCAVATION, BEDDING AND BACKFILL a. General Pavement removal , trench excavation, backfill , foundation preparation and bedding for waterline and appurtenances shall be in accordance with the applicable provisions of Section 73, A.P.W.A. Standard Specifications, except as modified herein. b. Pavement Removal Pavement, or other street and road surfaces shall be cut only to the minimum width which will permit the proper excavation and bracing of the trench, and which will allow passage of vehicular and pedestrial traffic. All pavement cuts shall be made smooth, straight lines or to nearest con- struction joint, and shall be made with clean vertical faces. Removal of bituminous and concrete pavements and utilities shall be con- ducted in accordance with Section 52, A.P.W.A. Standard Specifications, except as otherwise provided herein. The contractor shall inform and satisfy himself as to the character, quantity and distribution of all pavement removal . Removal of existing pavement shall cover all types and thicknesses of pavement. The con- tract price per lineal fop. for "installation of water main" shall include full compensation for cutting or line drilling, breaking and removing all types and thickness of pavement encountered in this project. Neither separate nor extra payment of any kind will be made for storing, handling, hauling or manipulation of removed pavement. c. Excavation The contractor shall inform and satisfy himself as to the character, quantity and distribution of all material to be excavated. No payment shall be made for any excavated material which is used for purposes other than those designated. Should the contractor excavate below the designated lines and grades without prior approval , he shall replace such excavation with approved materials, in an approved manner and con- dition, at his own expense. The engineer shall have complete control over the excavating, moving, placing, and disposition of all material , and shall determine the suita- bility of material to be used as backfill . All unsuitable material shall be wasted as specified. TS-Page 2 11 SCHEDULE A SPECIAL TECHNICAL PROVISIONS ATS-01 GENERAL STATEMENT This section, Special Technical Provisions, is devoted to features of on-the-site conditions which are peculiar to the water facilities to be a constructed for W-380, Talbot Road S., U.A.B. Project #8-1-102(21). • Articles, and some materials, operations, or methods mentioned herein or indicated on the drawings as being required for the project shall be provided by the contractor, (except material which is to be supplied by the City of Renton - see Special Provision SP-03) and he shall provide each item mentioned or indicated and perform according to the conditions stated in each operation prescribed, and provide therefore all necessary labor, equipment and incidentals necessary to made a complete and operable installation. No attempt has been made in these specifications or plans to segregate work covered by any trade or subcontract under one specification. Such segregation and establishment of subcontract limits will be solely a matter of specific agreement between each contractor and his subcon- tractors, and shall not be based upon any inclusion, segregation or arrangement in, or of, these specifications. The Contractor and subcon- tractor in each case is warned that work included in any subcontract may be divided between several general specifications, and that each general speci!`ication or sub-head of the technical specifications may include work covered by two or more subcontracts or work in excess of any one subcontract. ATS-02 STANDAPD SPECIFICATIONS All work under this contract shall in general be performed in accordance with the applicable provisions of "Standard Specifications for Municipal Public Works Construction" prepared by the Washington State Chapter, American Public Works Assocation, and in accordance with the require- ments of the City of Renton, except as otherwise amended, modified, or specified in these Special Technical Provisions. Items of work not specifically covered in these Special Technical Provisions shall be performed in accordance with the requirements specified in the A.P.W.A. Standard Specifications, and in accordance with the City of Renton requirements. ATS-03 EXISTING UTILITIES If, in the prosecution of the Bork it becomes necessary to interrupt existing surface drainage, sewers, underdrains, conduit, utilities, or similar underground structures, or parts thereof, the contractor shall 5e responsible for, and shall take all necessary precautions, to pro- tect and provide temporary services for same. The contractor shall at his own expense repair all damage to such facilities or structures due to his construction operations, to the satisfaction of the engineer. ATS-Page 1 i ti } MINIMUM WAGE AFFIDAVIT FORM City of Renton a ss COUNTY OF E. the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour for each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein it true to my knowledge and belief. �'(TN'rR A ACTOR Subscribed and sworn to before me on this day of 19 Notary Public in and for the State of Washington Residing at 1 � 1 ti CERTIFICATION OF NONDISCRIMINATIOY IN EMPLOYMENT The bidder represents that he = has, GJ has not, -articipated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained in Section 301 u of Executive Order 10925; that he Q has, has not, filed all a required compliance reports; and that representations indicating a submission of required compliance reports signed by proposed sub- contractors will be obtained prior to suhcontract awards. ._ COMPANY BY. 77TL mate (The above representation need not he suhmi teed in connection with contracts or subcontracts whit'+ are exempt from the clause. ) D 1.F 14.43 r NON-COLLISION AFFIDAVIT STATE OF WASHINGTON ) SS COUNTY OF ) ,a being duly sworn, deposes and says, that he is the identicai person who submitted the foregoing proposal or bid, and that such )id is genuine and not sham or collusive or made in the interest cr on be- half of any person not therein named, and further, that the � ponent has not directly induced or solicited any other Bidder on rve fore- going work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. SIGN HERE: Subscr;.ed and sworn before me this __day of 19 Notary Public in and for the State o residing at therein. 4 e Availability of minorities and females having requisite skill& and experience in the labor area. 5. The extent of unemployment among the minority and female unemployed work force within the area. B. Perform an analyst; of the City's labor force by job category to determine the placement of minorities and females at all levels of responsibility. 1. The number of employees by job classification for each department in the city. 2. The availabilit, of promotable minority and female employees within the City's offices and divisions. 1. The number and job classification of employees, by department, who will be retiring within the next five years. This list is to include the tentative date of retirement for each employee. a. The anticipated turnover of employees due to their inability tc perform adequately, by job classification per department, and possible date for action. C. Establish coals and a timetable for the correction of def.ciencier identified. These goals and timetables are an essential part of the City's Affirmative Action Program and will " be maintained and undated on at least an annual basis. Although the primary concern of these goals is overall minority and female employment, they shall also include minority and female under- utilization within specific lob levels: management, professional, technical, office and clerical, and skilled positions. The goals and timetables established as a result of the above analytic shall be reasonably attainable and shall appear as Attachment 1 within 60 days after finalization of this document. The Equal Opportunity Officer shall be responsible for establish- ing these goals. Specific programs which the City of Penton proposes to undertake to facilitate the achievement of the set goals shall appear as Attachment 2 also within 60 days after approval hereof. These programs shall also be established by the Equal Opportunity Officer. La a y fi .. ....�... alYe111f�IM 0 0 �20 MIN FINISHED GRADE SHALL INCLUDE HYDRANT EXTEN _ WHEN NEEDED .V OLYMPIC FNDRY OR EQUAL Cl ALVE BOX i 6" C I SPOOL --6" GATE VALVE:(FL• MJ) CONC, 3/4"SHACKLE RODS CONC. �.., �. BLOCKING- 13COCKING I 1/2"WASHED GRAVEL L-X• 6" TEE J•FL) CCNC BLOCKING HYDRANT HYDRANT GUARD POSTS SHALL BE STATE OF WASHINGTON DEPT. OF HIGHWAYS DESIGN OF CIRCULAR 2' PRECAST CONCRETE GUARD RAIL 1 T POSTS. O GUARD POST (TYP) O STANDARD DETAIL FOR HYDRANT ASSEMBLY 8 HYD. GUARD POSTS I 1 L WIN TABU I FIGURE I Thrust et Fitunar{s in Fpndn Typp�ca] Thrust Block [.oca ons tl 00r �jl� wil.n NrM M1 11iw~ M 4nr"-.iv. f"--1 P 00 1ff0 M NI fl{ _ IN IIM ;m INO &HI 11 Iola it" _ It" {N V it ('T1 Til { —Iso Ile ism I14"W To "a _ `ytt ••. IN rN0 33M INO fe no NN —x10 10N Ifit N r—IN MM —' Seo—mo I Ne IN IIN SNO 31{0 lm f00 OM o110 10M %no r—Lm Ulm "to sm IN "so N10 $340 OM I' m leis IIIN NY U" - Is-- M sm I3m ills ISM 1 Ile IOMe INN xN NO 'r 1 Fill IIMO Mf01 U10 {oN — MO 11100 I I74Mt{N _ a Is — N IMN IN00 IOo00 UN IN 1{NO INN IIIN 11oo IN Ism Hass IfIN 6110 IN I7I00_ 1{{N IIMO OM 14 — N -- IeNO am 14M 7370 IN low INN ISIN 1140 IN SING 3O INaO e40 1N 13m 1'100 17W me Is N 146N 73M INN 1110 IN 157M ION ION loop ••• �•• -;�• le 100 31400 211N Ime fN MJN {'ON "IN "NO 1t---- x MDN -� 42400 `DODO 110 IN xfN {50a ism IfeN IN NNN {1IN Ulm 11100 foo aND _ 1{: 1 M101, 1{eN N"— M M7N� S11N MIN NNO IN I/1N 40" MM0 IOSN .. IN SIM 00000 NNO 1N 411M 010N MMO IeSN N'-- 00 St1oo 7000 NON 3000 ,N 61700 NMO {N00 Nip IN "M O1N ONO 1{IN MO N1N 16N0 ifMO 7No0 M"-- M M440 IINN Ni" 32M -- IN MI00 INN" 47N0 3400 --- —. IN Ism 1370M 740M 01100 I" 1000N 1f0000 NIN _ 414M , M"-. N IIN00 1117001) MOOD 46100 100 I1701) Itself NNO {f{N IN IMNO IKON lONO 0{MO N0 tsM fiNN II&W SNN TABLE II Sate Bearing Loads in Lb/Sq. Ft, The safe bearing loads given in the following table are for horifootal tI1lUata When the depth of cover over the pipe exce-ds 2 feet.. SAFE: BEARING WAD SO Lb. per ss-Et. {Muck, peat, etc. Sort clay 1,000 Sand 2,000 Sand and gravel 3,000 Sand and gravel ce®anted with clay 4,000 Hard shale 30.000 -In muck or peat all thrusts are restricted by piles or tie rods to solid foundations or by reeloval of muck or peat and roplacesent with ballast of sufficient staLility to resist thrusts. Blocking Page 3 � 4 r. � ,lPE7'�slll�i/�#I/II�S'7 tR#iia�i'1` 0. GLLUUITION N ATIONS Maximum operating pressure 1.5 x normal operating pressure Area of concrete (A) • Thrust in pounds Safe Hearing Load in (Pounds/sq. ft.) SHL Maximus height of thrust block (1L) = Depth of trench in_Jggt = h 2 2 Depth of concrete thrust block = (Width of trench in feet)(Outside diameter of pipe in feet) 2 —_ w_-d 2 1 Naximm length of thrust blo,* (11,) - Area of Concrete - A Maximus Height Na ' Required macurit of concrete (cu. yd.) (Height x depth x 1angth)xO.03704-IP/ xtyxf)c)xO.03704 E. UXAMPLE I. Problem: Calculation of the mount of concrete required to block a 900 bend in an 8" C.I. watermain; the normal operating pressure in the pipe will be 65 psi and the soil condition in the area indicates sand and gravel. 2. Solution: - Maximum operating pressure = 1.5 x 65 = 97.5 psi - Outside diameter of 8" pipe = 9.05 in. 9.05/12 tt. - Go to Table I: The calculated maximum operating pressure is 97.5 psi, the table does not list this figure so we take the first figure in sequence being 1.00 psi For an 8' waterpipe, having a maximum operating pressure of 100 psi. we see that the thrust on a 900 bend is 5,420 pounds. -Go to Table II: Table II gives the safe Dearing load for sand and ..ravel: 3,000 lbs/sq.ft. -Go to Piqure I: Figure I indicates the position of the concrete for blocking the 900 bend -GO to the specifications of the project and find depth of trench (h) 3 feet Width of trench (N) _ feet With the above assembled information we proceed to the final calculations: , -Area of concrete (A) _ Thrust = 5420 - 1.80 sq. ft. Sate Hearing Load 3000 -NIUCIA , height of thrust block Ilia) = Depth of trench - h 3 - 1.5 ft. 2 2 2 -Depth of concrete thrust block (De) Width of trench in feet (W1 - outside Diameter of Pia ;�j 2 C 3 - 9.05Z12 1.12 ft 2 -Maximum, length of thrust block (Im) - !1[ee pt Concrete A 1.80=1.2 ft. Height of Cone. !L 1.50 -Requirud mount of concrete (HeightxDepthxLength) x 0.03704 - (tm x IA x De) x 0.03704 : (1.5 x 1.2 x 1.121 x 0.03704 = 0.074 cu.yd. Blocking Page 2 ♦ k i STANDARD DETAIL FOR GENERAL BLOCKING CONCRETE BLOCKING SIZING_PROCEDURF. A. GENERAI. i amount of concrete required to anchor horizontai bends, teem, and dead end., depends on the strenqth of the soil. The methods of placing concrete to keep the joint accessible ih shown in Figure I. r The area in agoare feet of concrete which must bear against the side of the trench is found by dividing the thrust in pounds shown in Table I by the safe bearing load of the soil as shown in Table II. B. CRITERIA - The mixing procedure is for horizontal or downward thrust only. - Meight of the thrust block must be equal to or lase than 1/2 the depth f m the ground surface to the block base. - The thrust block bearing phase is approximately rectangular. - The concrete blocking shall be as per APMA Specification 74-2.14. C. SYMBOLS d• outside Diameter of Fipe in Feet T = Thrust in pounds at the fitting (Table II SBL• safe Bearing Inad in pounds/aq. ft. (Table III h • Depth of trench in feet w - Width of trench in feet A - Area of concrete which must bear against the side of the trench in sq. ft. 'I'd Maximum height of the thrust block in feet Dc. Depth of the concrete thrust block to bearing surface in feet Im. Maximum length of the thrust block in feet aww n irw ,•s h � h "�s77t'J3f�i', I _1 AT ^—W Blocking Page 1 k SCHEDULE B SPECIAL TECHNICAL PROVISIONS CONT. BTS-09 CRUSHED SURFACING COURSE 1-114" Crushed surfacing Course, (1-1/4"), shall meet the requirements as outlined in Section 23 of the Standard Specifications. The Contractor shall select the source, but the source and quality shall be approved by the Engineer. The price per truck cubic yard of crushed surfacing shall be full compensation for furnishing and placing crushed surfacing, (1-1/4") . BTS-10 ASPHALT CONCRETE PAVEMENT PATCH Asphalt concrete pavement patch shall be of Class "B" asphalt concrete conforming to Section 34 of the Standard Specifications and shall be 2 inches in compacted thickness. Measurement and payment for asphalt concrete pavement patch shall be at the unit price bid per ton of asphalt concrete pavement patch compacted in place. B_TS-11 MEASUREMENT AND PAYMFNT Unit or lump sum bid prices for all items shall include all cos>.s for State Sales Tax as applicable on this project, labor, equipment, material , testing, relocation and modifications to existing utilities, and all incidentals necessary to make the installation complete and operable. BTS-Page G 4 SCHEDULE B SPECIAL TECHNICAL PROVISIONS (CONY, BTS-06 SANITARY SEWER PIPE (Cont.) Joints for concrete pipe shall be rolling 110" ring rubber gasket type witt cor,-.rete bell and spigot cast integrally with the pipe. Sanitary sewer pipe will be measured and paid for by the lineal foot of pipe, i,i place, including all clearing, pavement and removal , trenching, pipe laying and jointing, class "B" bedding and bAckfilling with excavated trench material. When called for by the engineer, imported select trench backfill will be measured and paid for under the bid item for select trench backfill . Where crushed surfacing and asphaltic pavement patch is specified in pavement areas, the crushed surfacing and asphaltic pavement will be measured and paid for under the bid item for crushed surfacing and asphaltic pavement patch. BTS-07 MANHOLES Manholes shall be constructed in conformance with the plan details, Section 63 of the Standard Specifications and Standard Plan 37 except as modified herein. Manhole covers snail be Olympic Foundry No. 5920, 7" depth, Style C or approved equal . A minimum one course of 8" wide brick shall be placed under the frame for adjusting. Final adjustment of new manhole frames and covers to match finish pavement surface will be included as part of the bid item for the respective man- holes and io separate payment will be made therefore. Type IA5 or IB5 manhole will be constructed in its entirety and part of the Manhole, bid items. Manhole will be paid for at the unit price bid for the manhole complete in place, which payment shall he full compensation for all labor, equipment, materials, including pipe connections, adjusting frame to final grade, and all incidental costs necessary for furnishing and placing manhole as specified. BTS-08 DROP CONNE_TION TO EXISTING MANHOLE Crop connection to the existing manhole shall be installed with 8" Cast Iron pipe in conformance with Standard Plan No. 43 in the Standard Specifi- cations. Payment for the drop connection to existing manhole will be at the lump sum price bid transportatoionthe andcallection in incidentallace costsncluding necessaryltolcompleteuthe work as specified. BTS-Page 5 it � � 1 SCHEDULE 8 SPECIAL TECHNICAL PROVISIONS CONT.� BTS-05 PAVEMENT REMDVAL, TRENCH EXCAVATION, BEDDING AND BACKFILL Cont. e. Trench Backfill and Compaction tong shall be selected by the Engineer. If one or, more tests do not meet the specifications as stated above, additional tests will be taken as requested by the Engineer at the contractor's expense. (3) Subsequent Backfill : All subsequent backfill under street and shoulder areas— sh�T-6e Taced in lifts not exceeding 8 inches in loose depth, and each lift compacted to at least 95 percent of maximum dry density at optimum moisture content as determined by ASTM Designation D698-58T, Method D. In-place density determination shall be made in accordance with ASTM Designation D1556-581`, except as otherwise approved by the engineer. Testing for compactions in the improved areas shall be in accordance with the testing as stated in the section on initial back- fill . (4) Payment: No separate or extra payment of any kind will be made for compact on, wetting, drying, water, or processing of materials, but same shall be included in the applicable unit price paid for the sewerline in place, complete. f. Select Trench Backfill Select trench backfill for the pipe shall consist of crushed or naturally occurring granular material from sources selected by the Contractor. The source and quality of the material shall be subject to approval by the Engineer. Select trench backfill shall meet requirements for bank run gravel Class "B" as outlined in Section 26-2.01 of the Standard Specifi- cations. The horizontal limits for measuring select trench backfill in place shall be the side of the excavation except no payment will be made for material replaced outside of vertical planes, 1.5 feet outside of and parallel to the barrel of the pipe and not the bell or collar. Any excavation in excess of the above requirements shall be replaced with the native material or select trench backfill , as directed by the Engineer and at the Contractor's expense. The price per cu. yd. shall be full compensation of selectinngq the source, furnishing and placing the material as outlined in Section 26-2.01 of the Standard Specifications. BTS-06 SANITARY SEWER PIPE Sanitary sewer pipe shall be non-reinforced concrete pipe conforming to ASTM Designation C14 Table II (Extra Strength) and Section 60-3.01A, of the Standard Specifications. BTS-Page 4 1 1 ► SCHEDULE B SPECIAL TECHNICAL PROVISIONS (CONT.) 8TS-05 PAVEMENT REMOVAL, TRENCH EXCAVATION, BEDDING AND BACKFILL (Cunt.) c. Excavation icont.1 the lines and grades necessary for pipe, bedding and structures, and as indicated on the drawings. Temporary drains and drainage ditches shall be installed to intercept or direct surface water which may affect the promotion or condition of the work. All excavated materials not meeting the requirements for backfill and all excess materials shall be wasted as specified. No separate nor extra payment of any kind will be made for storing, handling, hauling or manipulation of excavated materials. d. Foundation Preparation and Bedding Foundation preparation shall be in accordance wtih the applicable provi- sions of the Standard Specifications, except that tor the class "B" bedding. In case unstable or unsuitable existing material is encountered at the trench bottom, the engineer may direct the use of foundation material in accordance with Section 61-3.03D of the A.P.W.A. Standard Specifica- tions. Wet trench conditions will not necessarily be considered as an indication of unstable conditions. The trench shall be de-watered and an inspection made by the Engineer to determine the suitability of the trench material . All costs for de-watering shall be the responsibility of the contractor. e. Trench Backfill and Compaction (1) General: Excavated materials that are free from mud, muck, organic matter, broken bituminous surfacing, stones larger than 8 inches In dimension, and other debris, shall be used for backfill except where otherwise required. (2) Initial Backfill extending to a plane at least 12 inches above the crown oT t e ; pe shall be hand-placed, selected excavated material free from stones, hard lumps or other material harmful to the pipe. Initial backfill shall be placed around the pipe in layers not exceeding eight inches in depth, and each layer shall be thoroughly compacted by mechanical tempers to at least 95' percent of maximum dry density at optimum moisture content as determined by Standard Proctor Compaction Tect, ASTM Designation D698-58T, Method D. All works related to the testing of the compaction, including proctor tests and compaction den- sity tests shall be oy the contractor at his e:cpense. One compaction test shad be taken on the trench area. The locations of the tests 8TS-Page 3 A ♦ k SCHEDULE B SPECIAL TECHNICAL PROVISIONS (CONT.) BTS-04 CLEARING Pavement, or other street and road surfaces shall be cut only to the minimum width which will permit the proper excavation and bracing of the trench, and which will allow passage of vehicular and pedestrial traffic. All pavement cuts shall be made smooth, straight lines or to nearest con- struction joint, and shall be made with clean vertical faces. r Removal of bituminous and concrete pavements and utilities shall be con- ducted in accordance with Section 52, A.P.W.A. Standard Specifications, except as otherwise provided herein. BTS-05 PAVEMENT REMOVAyTRENCN EXCAVATION. BEDDING .AND BACKFILL a. General Pavement removal , trench excavation, backfill , foundation preparation and bedding for waterline and appurtenances shall be in accordance with the applicable provisions of the Standard :nerirications, except as modified herein. b. Pavement Removal The contractor shall inform and satisfy himself as to the character, quantity and distribution of all pavement removal . Removal of existing pavement shall cover all types and thicknesses of pavement. The con- tract price shall include full compensation for cutting or line drilling, breaking and removing all types and thickness of pavement encountered in this project. Neither separate nor extra paymer,t of any kind will be made for storing, handling, hauling or manipulation of removed pavement. c. Excavation The contractor shall inform and satisfy himself as to the character, quantity and distribution of all material to be excavated. No payment shall be made for any excavated material which is iscl for purposes other than those designated. ' 7uid the contract.r exL^vate below the designated lines and yrades wit.r...ut prior approval , he Shull replace such excavation with approved materials, in an approved manr,,r and -or,- dition, at his own expense. The engineer shall have complete control over the excavating, moving, placing, and disposition of all material , and shall determine the suita- bility cf material to be used as backfill . All unsuitable material shall be wasted as specified. Excavation of every description, classification and of whatever substances encountered within the limits of the project shall be performed to BTS-Page 2 r � r: 0 SCHEDULE B SPECIAL TECHNICAL PROVISIONS BTS-01 GENERAL STATEMENT This section, Special Technical Provisions, is devoted to features of on-the-site conditions which are peculiar to the facilities to be con- structed for a sewer main extension in Puget Drive. Articles, and some materials, operations, or methods mentioned herein or indicated on the drawings as being required for the project shall be provided by the contractor, (except material which is to be supplied by the City of Renton - see Special Provision SP-03) and he shall provide each item mentioned or indicated and perform according to the conditions stated in each operation prescribed, and provide therefore all necessary labor, equipment and incidentals necessary to make a complete and opera- ble installation. No attempt has been made in these specifications or plans to segregate work covered by any trade or subcontract under one specification. Such segregation and establishment of subcontract limits will be solely a matter of specific agreement between each contractor and his subcon- tractors, and shall not be based upon any inclusion, segregation or arrangement in, or of, these specifications. The contractor and subcon- tractor in each case is warned that work included in any subcontract may be divided between several general specifications, and that each general specification. or sub-head of the technical specifications may include work covered by two or more subcontracts or work to excess of any one subcontract. BTS-02 STANDARD SPECIFICATIONS All work under this contract shall in general be performed in accordance with the applicable provisions of "Standard Specifications for Municipal Public Works Construction" prepared by the Washington State Chapter, American Public Works Assocaition, and in accordance with the require- ments of the City of Renton, except as otherwise amended, modified, or specified in these Special Technical Provisions. Items of work not specifically covered in these Special Terhn+cal Provisions shall be performed in accordance with the requirements specified in the A.P.W.A. Standard Specifications, and in accordance with the City of Renton requirements. BTS-03 EXISTING UTILITIES If, in the prosecution of the work it becomes necessary to interrupt existing surface drainage, sewers, underdrains, conduit, utilities, or similar underground structures, or parts thereof, the contractor shall be responsible for, and shall take all necessary precautions, to pro- tect and provide temporary services for same. The contractor shall at his own expense repair all damage to such facilities or structures due to his construction operations, to the satisfaction of the engineer. BTS-Page 1 SPECIAL TECHNICAL PROVISIONS (CONT.) ATS-13 MEASbRFMENT AND PAYMENT Cont. J. Patching of Asphaltic Concrete Asphaltic concrete patching shall be measured and paid for at the applicable contract price, per ton, as per Section 54 of the Standard Specifications, palnoW of which shall constitute full compensation for the resurfacing complete, including subgrade preparations, preparation of and connection to existing pavements, base course, tack coat, finishing, and all necessary incidental work. k. Partial Furnishing and Reinstallation of Existing Water Services The furnishing of the fittings and pipe necessary, and the reinstalla- tion of the existing water services shall be paid for at the applicable unit price for each, in place, complete, which shall constitute lull compensation for the individual water service as detailed on the improvement plans and to conformance with all manufacturers installa- tions. The Contractor shall supply all materials for the water services. The unit price bid shall include all costs to .nake the connection to the water main, furnish and install the water service, and connect to the existing water meter. *he unit price bid also includes all costs to adjust the existing water meter, as required. t ATS-Page 12 � 1 SPECIAL TECHNICAL PROVISIONS CONT. ATS-13 MEASUREMENT AND PAYMENT c. Partial Furnishing and Installation of Gate Valve Assemblies ont. (4) 24" Butterfly Valve Assemblies shall be measured and paid for at the applicable unit price per each, in place complete, which shall constitute full compensation for the concrete vault, concrete valve markers, and ail other necessary accessories for a complete installation. i Note: City :o supply only the 24" Butterfly Valve. d. Installation of Fire Hydrant Fire hydrants assemblies shall be measured and paid for at the appli- cable unit price per each, in place, complete, which shall constitute full compensation for tee, valve, valve box, spool, fire hydrant, shackling, installation of blocking, bracing drains, fittings , painting shackling and hydrant, guard posts, and all other necessary accessories for a complete installation. Note: City to s;:pply only the tee, valve, valve box, spool and fire hydrant. e. Installation 0 r Fitting installat+or, be i^cidental to the contract. f. Furnishing and Installation of Concrete Blocking Concrete blocking shall be measured and paid for at the applicable con- tract price, per cubic yard, payment of which shall constitute full compensation for furnishing the material in place, complete. g Furnishing and Installation of Select Trench Backf'il Select backfill shall be measured and paid for at the applicable contract price per ton payment of which shall constitute full compensation for furnishing and installing the material , in place, complete. h. Furnishing and Installation of Crushed Rock Surfacing The furnishing and installing of all crushed rock surfacing material required in the street restoration shall be incidertal to the contract. I. Furnishing and Installation of MC Cold Mi,. Asphalt MC Cold Mix Asphalt shall be measured and paid for at the applicable contract price, per ton, payment of which shall constitute full compen- sation for furnishing and installrnn the material in place complete. ATS-Page 11 1 I SPECIAL TECHNICAL PROVISIONS CONT. ATS-13 MEASUREMENT AND PAYMENT a. General Unit or lump sum bid prices for all items shall include all costs for State Sales Tax as applicable on this project, labor, equiparnt, material (if included), testing, relocation and modifications to existing utilities, and all incidentals necessary to make the installation complete and operable. r b. Installation of Water Pipe The price per lineal foot for installing of the water pipe, size and i quantity listed in the bid schedule, shall constitute full compensation for the water line in place, complete, including: clearing, grubbing, stripping, all pavement removal , excavation, trenching, backfilling, i foundation preparation, compaction, pipe laying, jointing, fitting installations, sheeting, shoring, dewatering and excluding temporary restoration, cement concrete and asphaltic concrete resurfacing or patching. (. Partial Furnishing and Installation of Gate Valve Assemblies (1) The 8" and smaller gate valve assemblies shall be mersured and paid for at the applicable unit price per each, in place. complete, which shall constitute full compensation for the instalration of valve, valve box with ' extensions, if necessary, concrete valve marker, and for all other i necessary accessories for a complete installation. I Note: City to supply only the valve and valve box. (2) 12" gate valve assemblies shall be measured and paid for at the applicable unit price per each, in place, complete, which shall con- stitute full compensation for the concrete vault; and all other necessary accessories for a complete installation, including concrete valve marker if required. Note: City to supply only the 12" gate valve and material for the 2" bypass valve assembl;. (3) 16" Butterfly Valve Assembly shall be measured and paid for at the applicable unit price per each, in place, complete, which shall consti- tute full compensation for the installation of the valve and va1.e boxes. as well as the furnishing and installation of concrete valve markers, if required, and for all other necessary accessories for a complete installa- tion. Note: City to supply only 16" Butterfly Valve and two cast iron valve boxes. ATS-Page 10 % k i (10) Continued and firms perfonaing labor on the construction project under this contract jfl' or furnishing mater'als 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. 1 (11) The total amount of this contract is the sum of _, which includes Washington State Sales Tax. Payments will oe made to Contractor as specified in the "general conditions" of this contract. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above written. CONTRACTOR CITY OF RENTON Mayor ATTEST: ty e r �• 1 (7) The Contractor shall commence performance of the contract on the day of 19_, and shall complete the full performance of the contract not later than 30 calendar days from said date of commencement. For each and every day of delay after the day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of One Hundred Dollars ($100.00) , as liquidated damages for each such day, which shall be paid by the Contractor to the City. (8) ther the final certificate of payment nor any provision in the contract nor partial or entire use of any installation provided for by this contract shall relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof. (9) The Contractor and Pach subcontractor, if any, shall sub t to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and misellaneous data pertaining to the contract as may be reouested by the City from time to time. (10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the contract, including the payment of all persons '� 1 commence performance thereof within thirty (30) days from the date of serving such notice, the City itse'f may take over the work under the contract and prosecute the same to completion by contract or by any other r r method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall oe liable to the City for any excess cost or other damages occasioned the City thereby. In such event the City if it so elects may, without liability for so doing, take possession of and utilize in completing said contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. (4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. (5) The Contractor shall hold and save the City and its officers, agents, servants, and employees harmless from any and all liability of any nature or kind, including all costs and legal expense incurred by reason of any work on the contract to be performed hereunder, and for, or on account of any patented or unpatented invention, process, article or appliance manu- factured for use in the performance of the contract, including its use b:, the City, unless otherwise specifically stipulated in this Contract. (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 notice as heretofore specified shall be given by personal delivery thereof or by oe- positing same in the United States mail , oostage prepaid and registered. �. 1 (2) The aforesaid Contract, entered into by the acceptance of the Contractor's Sid and signing of this agreement, consists of the following documents all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and it not attached, as if hereto attached: (a) This agreement r (b) Instruction to bidders c) Bid proposal (d) General conditions (e Specifications (f Maps and Plans (g) Bid (h Advertisement for bids (i Special contract provisions, if any (3) If the Contractor refuses or fails to prosecute the work or any part there- of, with such diligence as will insure its completion within the time speci- ed in this contract, or any extension in writing thereof, or fails to com- plete said work within 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 subcontractors should violate any of the provisions of this contract, the City may then serve written notice upon him and his surety of its intention to terminate the contract, and unless within ten (10) days after the serving of such notice, such violation jr non- compliance of any provision of the contract shall cease and sptisfactory arrangement for the correction thereof be made, this contract, shall , upon the expiration of said ten (10) day period, cease and determine in every respect. In the event of any such termination, the City sha-i1 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) des after the serving upon it of such notice of termination does not perform the contract or does not 1 'Y11 } THIS AGREEMENT, made and entered into this __day of 19_ by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and hereinafter referred to as "CONTRACTOR". WITNESSETH: (1) The Contractor shall within the tine stipulated, (to-wit: within calendar days from date of execution 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 f -•Ish all of the tabor, materials, appliances , machines, tools, equiperer• utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as UAB 8-1-102(2W W-380 o. for irrprove- ment by construction and installation of: 24" Waternnain and Sanitary Sewer Extension in Talbot Road S. from S. Grady Way to Puget Drive Al ' the foregoing shall be performed, furnished, constructed, installed, and completed in strict conformity with the plans and specifications, Including any and all addenda issued by the City and cne other documents hereinafter enumerated. It is agreed and stipulated that said labor, materials, appliances , machines, tools, equipment and services shall be furnished and the construction and installation be performed end completed to the satisfaction and approval of the City's Engineer as being in such conformity with the plans, specifications and all requirements of the Contract. � b r - SCHEDULE OF PRICES SCHEDULE 8 APPROXIMATE UNIT TOTAL ITEM QUANTITY _ DESCRIPTION PRICE PRICE B-1 150 LF Furnish and Install 8" Concrete Sanitary Sewer Pipe PerTT.— orb— figures t B-2 1 EA Furnish and Install Sanitary MH t Per Each 3-3 1 LS Furnish and Install Drop Connection to Existing Manhole Lump Sum B-4 75 CY Furnish and Install Select Back- fill Material S — --- -- Per�?d.— B-5 6 CY Furnish and Install Crushed Surfacing Course 8 — Per Cu. B-6 3 TONS Furnish and Install Asphalt Concrete Pavement Patch S _ _ Per Ton Total Schedule "B" _ Total Schedule "A" TOTAL SCHEDULES A AND B THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK. ON THIS PROJECT IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN THIRTY (30) CON- SECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE: _ THIS_ DAY OF _ 1972. SIGNED: TITLE: ADDRESS: t �► 1t SCHEDULE OF PRICES SCHEDULE A (Cont.) (W-380) APPROXIMATE UNIT TOTAL ITEM QUANTITY_ DESCRIPTION PRICE PRICE A-10 4 EA Install 8" and Smaller Gate Valve Assembly Per Each ( rdsT— gures A-11 2 EA Install Fire Hydrant Assembly E _ _ Per Ea- c�Fi- A-12 bO TONS Furnish and Install Temporary MC Cold Mix Asphalt Restoration Per Ton---- -- - - - - A-0 10 CY Furnish and Install Concrete Blocking PerCu. -- -- — A-14 3600 TON Furnish and Install Select Back- fill Material Per on -`-- A-15 70 TON Furnish and Install Asphaltic Conc. Surface Restoration Per Ton A-16 1 EA Reinstallation of 3/4" Water Svc. Per- eh — Total Schedule "A" _. 1 } SCHEDULE OF PRICES SCHEDULE A (W-380) APPROXIMATE UNIT TOTAL ITEM QUANTITY DESCRIPTION PRICE PRICE A-1 1512 LF Install 24" Ductile Iron, Class I (T.J.) Water Pipe Per (words) guresT A-2 144 LF Install 16" Ductile Iron, Class 2 (T.J.) Water Pipe Per L.F. A-3 54 LF Install 12" Ductile Iron, Class 2 (T.J.) Water Pipe Per L.F. A-4 108 LF Install 8" Ductile Iron, Class 3 T.J.) Water Fipe 3 — Per -- A-5 450 LF Install 6" Ductile Iron, Class 2 (T.J. ) 'Water Pipe Per L.F.— -- A-6 18 LF Install 4" Cast Iron (T.J.) Water Pipe —�-- A-7 2 EA Furnish in part and Install 24" Butterfly Valve Assembly in Conc. Vault Per— Ea - --- — -- -- A-8 2 EA Install 16" Butterfly Valve Assembly PercTi---- — A-9 1 EA Furnish in Part and Install 12" Gate Valve Assembly with by-pass valve in Conc. Vault Fer Each —_--- -- PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON i Gentlemen: The undersigned hereby certif that has examined the site of the proposed work and ha rearanJ thoroug ly erstand 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, a=total amount of bid should be shown. Show unit prices both in writing and in figures.) Signature Address Names of Members of Partnership: Name of President of Corporation_ _ Name of Secretary of coiperation Corporation Organized wider the laws of _ With Main Office in State of Washington at f ti � cJ JL==ram I'I f r � t �\1 + 1 I I •. �t Fyo1 q s•a.e >*vw >[N.0 : .va M:[..eN .<• >r[t..+sew —i---- 1 --_1 4� '�pU61.t yTRgp >EioKt C:.AW 1 M�E:aa iA g5(@yl0> �q. _ Reduced Print 2 CGON(Ylq'+Ot. SY>ry v--}-Y --_1.�•L____. no Not Scale F .gN.O.V "iTR Mt,Eq HV4 N6 CITY 01 O[NTOM Z-- ♦e Ef 3.a ArmhC 1 Sm�.-1.�—. —__—_.. ♦]..O D w. s......... I wde: Stt[�s , a "c{f [ r YtP eo. T i. a..wwe.cG*Beer] i 5 AN TCR G IC 14N — WAtt SERVICES G [YCR bl � MVRI.IR H Yt00 C]RM�T.Or. HOI � MVWI{4'.]VOO �� ` _ C0' 11�• '�-� 1 /--NO. 4 BAR AT 8" O.C. NO. S BAR AT S" O.C. — NO 3 BAR AT OPENING %aw q9 4,8" L t — f— f BOX REINF: 3- 3 1/4- I/4 MESH WITH (�'B• NO 4 BAR AT Q VERT NO, 3 BAR AROUND ALL OPEN: GS I 4 8 r � 11$— Nr �'—_ 7 � , ----- 202 STYROFOAM • O O 0 O O 0 O _1- 0 O t' :r- -- -_. ,. el Ip. 8• ^e.;1. \ la '�I� NOTE oIMENSIoNs sHoWN ,K jimmuM STANDARD DETAIL FOR 24" BUTTERFLY VALVE, VALVE FOR CONCRETECRRETENO.CO.,rcINC. TACOOMMA),,G LARGE PRECAST CONCRETE oR APPROVED EQUAL BUTTERFLY VALVE CHAMBER ' ..Y. J �.�.'. s s a ELEVATION VIEW PLAN VIEW (NOT TO SCALE I (NOT TO SCALE ) MATER;AL LIST (2)-SMITH-SLA!R 313, 12"x2" SADDLES ( 0- SWTH-BLAIR 414, 2" FLEX COUPLING 3 (I)-2" GATE 1ALVE (SxS) 4 ( 0-2"x24" GALV. IRON NIPPLE Q (2)-2"x 12" GALV. IRON NIPPLE © (2)-2"x 6" GALV. IRON NIPPLE �j (2)-2" GALV. IRON 90" SEND (SxS) OR APPROVED EQUAL STANDARD DETAIL FOR 2" BYPASS ASSEMBLY FOR 12" GATE MLVE ( 1 } • � Yil�i�l OLYMPIC FNDRY. CASTING wS WITH TYPE 0 _ LID OR EQUAL CONC. RINGS BLOCK -- OR BRICKS (TYP) MORTAR (TYP.) — ... � Y i �e e I a` a qtiz _ 49" 4" -PRECAST VAULT SHALL BE STANDARD 12" VALVE CHAMBER ( LUNDBERG CONCRETE CO INC , TACOMA ) WITH 1-12" ADDITIONAL SECTION OR APPROVED EQUAL STANDARD DETAII. NOTE FOR PRECAST QI EXPANSION JOINT MAT'L CONCRETE VALVE CHAMBER (STYROFO4M) AS REQ'D FOR 120 GATE VALVE (TYP) 1 1 TABLE OF' CONTENTS SPECIAL PROVISIONS SECTION DESCRIPTION PAGE SP-01 Description of Work SP-1 SP-02 Date of Bid Opening SP-1 3P-03 Materials Supplied SP-1 SP-04 Construction Direction SP-1 SP-05 "Ime of Completion SP-1 SP-06 Public Liability and Property Damage Insurance SP-2 SP-07 Equal Employment Affidavit SP-2 �> SP-08 Fair Practices Policy SP-2 SP-09 Affirmative Action Prcgrav SP SP-10 Non-Collusion Affidavit SP-3 SP-11 Nondiscrimination in Employment SP-3 SP-12 Standard Specifications SP-3 SP-13 field Changes SP-3 SP-14 Failure to Meet Specifications SP-4 SP-15 Protection of Public and Private U".11ties SP-4 SP-16 Scheduling of Work SP-4 SP-17 Construction Conference SP-5 SP-18 Disputes and Litigation SP-5 SP-19 Wage Schedule SP-6 SP-20 Subcor`.ractors SP-7 SP-21 Change Orders SP-7 SP-22 Surveys SP-7 ^' 23 Overtime Fie16 Engineering SP-8 SP-24 Hours of Work AP-8 SP-25 Public Convenience and Safety SP-8 , ♦ 1 e Abu Amami, i� T GENERAI. BID & SPECIFICATION TABLE OF CONTrNTS Scope Call for Bide Vicinity Map Instructions to Bidders General Table of Contents Special Provisions,Table of Contents Technical Provisions, Schedule "A", Table of Contents Technical Provisions, Schedule "B", Table of Cortews Bid Bond Form Bond to City of Renton Form Special Provisions Equal Employment Opportunity Form City of Renton Fair Practices Poli^y City of Renton Affirmative Action Program Non-Collusion Affidavit Farm A Certification of Wondiecrinination in Employment Form ;_ Minimum Wage Affidavit Forn Technical Provisions, Schedule "A" Technical Provisions, Schedule "B" Sta:dard Detail for General Blocking Stan rd Detail for Hydrant Assembly & Hydrant Guard Posts Standard Detail for 12" Cate Valve Concrete Vault Standard Detail for 2" By-Pass Valve Assembly Standard Detail for 24" Butterfly Valve Pre C.si Concrete Vault Standard Detail for 3/4" and I" Meters •• Proposal Form ` Schedule of Prices Agreement Construction Plans y. r+ INSTRUCTIONS 70 BIDDERS 'CONT.) 9. The bidder shall, on 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. r + 1 1 INSTRUCTIONS TO BIDDERS 1. Sealed bids for proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until 2:00 o'clock P.M., Wednesday, November 1, 1972. At this time the bids will be publicly opened and read, after which the ;do will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms a'- tached hereto. 2. The work to be done is shown nn the plans. Quantities are under- stood to be only approxima�e. Final payme, : will be based on field measurement of actual quantities and at the unit price bid. The Cit, reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plane may be examined and copies obtained at the City Engineer's Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifi- cations. S. The bid price shall be stated in terms of the units indicated and as to a total amount. 1n the event of errors, the unit price bid will govern. Illegible figures wi-1.1 invalidate the bid. 6. The right 1s reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. „ . 7. A cer�iffed check or satisfactory bid bond ade payable without res- ervation to the FINANCE DIRECTOR OF CITY OF RENTON in an amount not less than 5 of the total amount bid shall accompany each bid prcyosnl. Checks will be returned to unsuccessful bidders immediately following decision as to award of contract. The check of the suc- cessful bidder will be returned providod he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of in- t(ation to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. , 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further infonm- tion on particula- points. 1 h i - If g_f c r CITY OF RENT ON f4_ [NOINSIRSING C[IAFTr[NT W - 364 VICINITY MAP i' 'SST—R3 �♦}I� i S S ppp 9a 7 1 .f., ! IX . . . . ' Y .. ' ,.. a .. f33 • u „"•. ik • 1 R. 1 t+� pp _ 1 9 Atr •sa - 1 - .� 1, .♦ IN10 A A ..� 1 X . a ✓a x t t 4f 9 t CALL FOR BIDS d bide ill be received until 2:00 o'clock P.M., Wednesday abar 1, )72, at -no office of the City Clerk and publicly reed Blond 2:00 o':look P.M., sap day, in the fourth floor aoatarcecn gm located at the ReattOm Municipal Building, 200 M311 Avenue 'ouch for the installation of a 2411 D.I. WATERMAL4 SNORT S, 4TTARY SEttlSt SEWER EXTENSION in Talbot Road South South rady stay to Puget Drive. and nciftestione nay be obtained fro.: *he office of City i. :sneer apron receipt of , deposit of 110.00 for each The wait ill :oe t'orfeitz°d, o-leas Plane end Specifi- ions are etUmm i is good cwadition th+sty (30 days after of bid pealag. .fin check or b'• bond in tbw smomt of fire (6) per.eAt the 'to .l *Banat of the bid must Accompany each bid. txr r.zll no Washington state Sales Tax on this prof-act as appltoeb_v. the right to reject any %Wor all biis and or all inforanlities in bidding. j . east from pins, fire hydranta, gabs valves furmished by the City. of Rcntor is to prrmate end afford equal trestment titisens aad aseure aquai anplayment opppatumity taoad au AtUty and fit new to all persons .'agardlese of race, creed, cajor: wthoW, origin- sex, physical handicaps of so:e. This paltry aapppply to w.ety aspect of employrrant practiros, emplayen treatment u"11c contact . �_ er.oat, C Y lst hiblicatinn: Ncdm wiav, (Wltohcr 1s, 1972 e . a c.3L' it •�i 1 CITY OF RENTON BID PROPOSAL AND SPECIFICATIONS WATER PROTECT 380 WATER MAIN ADJUSTMENT & RELOCATIONS FOR TALBOT ROAD SOUTH, UAD PROTECT 8-1-1024 21) AND A SHORT SANITARY SEWER EXTENSION The installing of 24" Colt Iron Water Main in Talbot ROaI. South from South Grady Way to Puget Dr :.a Bert MCHenrv, N.E. Acting Director of Engineering R } A a. �Y a ' INV ENGINEERING DEPARTMENT i WATERMAIN ADJUSTMENT a RELOCATION and I APPROX. 15OLF of SANITARY SEWER EXTENSION FOR TALBOT ROAD S. U.A.B. PROJECT 8-1-102 ( 21 ) FROM S. GRADY WAY to PUGET DRIVE W-380 CITY ENGINFLEWS 7FFICE . PENTON, WASHINGTON MUNW-I►AL BUILDING 200 MILL AVE.$0. MINTON,WAIN.NOSS 2]l-26]I a a je 010 •,t v J / it1 ' y to R I lit �= i Ia i u Y 1 y •. T 23 N. R. 5 E W M. mm ► 'v, a- �\ ENC OF VEGT .S.R. 515 l — —• \ PO.T PO.0 57A. 1$ s 27. 35-GRADY WAY sit ,i . DORA ST. (vacated) 19 14- 1,0i r (5URNETj„• v•• % ;%p ", \` \� ---- _ I . " _S.R. 515 ' — -- -- —•= J BURNETT ST. ( not open) y i • I 1 � - I I LEGEND U.A.B. PROJECT s-rMt-(21) fautmi• Pee oroaee Dy�bu�[neu 44 .,v r== - `N. u F RIENTO-.7.` v�wo Pc•wt r[ui +- :v[v.a.r• W rALSOT ROAD,+^ PU6£T DRIVE b GRADY WAY SOVTN 1 . � — -- --- T 2 3 N. R. 5 EW. M. vt t W GINNING OF i sc`, •t'I t— OJECT 5R515 I to/) * h. �— .. ��—�_ ! i A410 .23bTr_ _� '' " DTI ST4 ( � A '0 .00-P<;�Er ,i . �. IIRNcT'i' S 'vaCat 'd! - I „--'"`" _<-. .°I uRr' � '- \\ IVE 420 _ _-- --_ Tr _ 7� 'taj ---i-- �•`J' Sn.rR. u..6[. 1�5[..v.w<.w_•,%11 `� `�Q[ �R\p �� EF. - ._.. ..��a �y`� , 4pO�� y n. r, a'ci r•u IN 100 the Ave. S. (nit open ) 5 1 , LEGEND E. s-�yr ororos[N Oev:... a.,, _ U-A.B. PROJECT 8-t102-(21) �- �• oq��h ... 4u,[ �� F.aY 200 CITY OF RENTOH 1 �_ R�[•W We4 •y•IN[[NIyO O[ii[ty[ T w w.i NUGEf DRIVE wOR/3Y WAY SOUTH T 23 N. R. 5 E.W.M. _-- -- - -_ 1 i I I }} ' 74L i I S'ix a ! i I L; �T3Ygr`s� F- tl1 Q s'a Clap• _ � ' t + N i N I � \ �c.wP K•Mi,�'�` a a�a� 94 i:TNLIv;75p5'; • ;� I I � �� s p M e u.a w [5+i b4ldih.N'.71'm: .t O OITco 1 ` =-�-� m ]T t� ♦ _--.r ra%\aa L n F �� - Li -.�'_. f.s .-'� - .,p DITCH 400 YIMO�1OCy1.I� ' �--• My3 tiK.il�/ ``\` 'o � —�� !A% I r 6b r � NOTE! DO NOT SCALE DRAWINGS LEGEND REDUCED SIZE PRINT pa�sw U-A.l. PROJECT t'HO2-i90 r....e� GITT OF REN TON �— ea•eV Yva SCi�i [XOIMft! s• DEPART, It", iFON APPROXIMATE STA. 407ajp ..n �n 1 s � +- •-h a�wa., THE NC !1 DETAIL - W-3BO TALBOT ROAD e • ��` TN R U S TA. CO f 50 IPUrET DRIVE So BIMBT MAY 300TM Ek 66 11 r j ♦ • r • YY w • rn . 1'`� 19 t h. ST S. • �'+too R !n f ' ' t ------_. ' ..- °`i" Ing - - — - --- ----1 — Eat�La Q t S t . Q 11 171h. Pi. S.(nc t open) w 17th.ST. S. z j A i z R1 16t h.ST. S. ------ Tt aw•✓ M. M�M+r.•Y rrwr � �/ Yc� tfY NYIw✓Y. w V �, <, neat(N.w�.•Y) I M•W.M r � rl � f Wrt y\Wbr) r, . 1 a•rNr t�•�wp SH`M I � 4 R/T v. K(✓� a iwt. .. ` 15tii. ST. S. G ��i _•—�� Ia �pI I •Z '�' _9tl .. • t w '4 WATER MAIN ADJ. AND RELOCATION IN SR 515 BENSON HWY TNT- :,Ao l M=ftIt WAML ItGALZ INC BA 8.3Wa DATE.,If �.�j°`Y..Z.....,... u N SOLD TO: f ......................................... DMIVER M. OI:Al/1R11 w�,w r yu vakawmm noa w CMCW woore tat _ T wmw ne�o n �_.__ woar► rAX �-- No 13o r,11 W":,:ham.wu•�~""'M A UC; !f, .nil. �/ N rArvbWry,�aw•r urr yd� 1 1 { 14010 f0 +dST�/11>I 4O A A: SEGALE, INC'. !A I ?nM DATE,,,- <"9 7 2 IN SOLD To, ........................................... . ........................................ DMrM TO ouAwem cu.ms' ?r" =E I DC"V 10N R¢y uawr ow acw wawnlx M Wom"LKAMOUIrr - wcn n SALl3 t �.n L�,•, b1K AM f fi 13A 61►?��MV"Wm"'" l OMW 0 ti Y A NGIu.Urc r,. C:: LMu �Y,jr'ar zm w"K rri • $1. A: SEGALE, INC. DATE is $= TO: .... ............... ........ QUANYM CV TD{ rC11N MU I DIA!'111Tr1OM PX= AYDOW !AM NE WEMM LS. IIEQD FT __.. A11OU1fI SALIA TAY 1DTAL ABM. NO 130694 u y`wilo ~ v"` A.SpAlt,INCtI ,,v r M 1 k IY• I�M M fix.ffv- A.rr.,rvry YM ..►. �e.w« .�«.«w.m . dab—" 9 MM�Id IMM M.M w Wjpmc "paway mt wam '":'�" M. A. SEGALE, INC. u !A 6-3M DATE LL�'..Y... .:.. ... ... u SdD?(> ....... .:.......................................... ..._ ...... ......................................................................................,........... DEUVtF To-[ -�re�r��leaaorT� OUAWMT ar.VW tan S= os�ewA Aua AIOUAI also wo TWIM arm WOOMI LIIL _ IM= woom IJL ALCD rT ; TA%AAIOVKt _ MIM AAR. !► 1306i10 M b MMWAJ LHy aora.e M M A.$WALL INC.,MM wa M Rabb 1a am dnnop.1,rk,ubb",/aware,dh MM walk.. ,.d.a c. o—. - 1„op.n. m INI+arW waond IMM obv+.on �.nr c+«n,aw k �• i h Mm. WAM ""I M. A. SEGALE, INC. BA 6-33W DAiE..I/-.:d...�tY.:.t.Zr..... SOLDTO: ..'.�.�Z:�bAG�r.'..'..�':u�......._........................................ .. .. . . .... . ..................._.... aVA"M CU.Tb{ T oM ,vacwmwM nucX Av wMr W G ""ohm DM OIWY WO681 LM TRU= W0ORf 111 _ tRf WCfWR IJL '� _ MLCD!T ALp1MT _ (' %ALM TAX -- - JA Twu AN4 11°1 130597 » �`" w: wAw w.+.w w P l nw.„r .w,ad w sbn nr rn.w�r. a cpy �t mrr, wArc uoa j 1@, A. SEGALE, INC. is BA scrod DATE SOLDTO .................................................. DFt..IYY@t 70:.(�^ 'u-. ��i.'... ,,:• .,7�/.r�r WANRIT W.M T=cm avl Oa7upfm M= AIBOM OYI •— I 1d106i rYOfW7 LJII SRlICL M�fl'IK T- NCT I AYS:D iT AMOM :A4FS YAY S TOM AIR. It 4 Ae~I A SMALL OW-,WO130594 .ur wW, RRaw B e 1Mi/ lflwT �.._. _Am1T. WABK ""I OL A! SEGALL INC. to BA 4-32W DATE..'/"_ 1_Y.',. r.2r... IB R 3 ..__ __,¢_.. ........... .............�..../.............................................. tDcxm TOGLK:..� saF rr...:,�b..��arya@ nr [ vumrnfe a.tw tow ew �oaemnM mm "lame FWD Pe AMOOM► tAUZ TAX _ :Mfvt} TOt"AM. n b woM«.nr a!�MM W A. W"L P2..M w NO 130591 a a0.lw«,......,.�..�.R.fl a -vr.. . r.. r .n..r......r+. �. .rw.ny ' - w1.r.1 W wr w.w w x,.....:.. t XIXR. MARL �l pS EGALE, INC. u 6A 64M DATE ....... Y SOLDTO:_..... ....y L'....:f..f :.c. ..:................................. ........ . ... 4.... ..../'') ..... ........ .......Mrim OYAMT:fl' CY.TOM TOME S= mcur"II ANOWT 1r IOUs WAS wmrt uM. MLT Www LK 6 —_ ArOEW �_ '..ALA"..TAX . TWILL AWL A. SMALL INC.w l 1� 1 IN YOib hl SAP DNA iMiu4Mr.Aow.,aly tlN oMNM now .r MIgN O�aOM�r �n dU�wrYy B � now dYw.M rFN.o�uu. 1 i 1 16016 souu.LOR¢WnP mm, WAM "m A: SEGALE. INC. BA e-7i00 DATE ! '_.7_.2:..._. � SCLDTO:......4�, ............................ a _. .. ..._. ._,./....._................................................................/................ DELNIM t 2 c"1ARTRT cv-, *ua va raacnrn, M= Aroma i -- &OM - - somalm ft --- om TM ow TR= Womff!ft LA RED Wcmff Let RECD BY Aw)uwr LLdALM TAX Mo Aw. p • 3 U S 8 M N y.rN.RI.r.N Q /A A.s.a1At Nc...w.el M II.W A...r er.w.a A..bMv..wr1.M Mw wuM. ra,#w w Wl aawh �. /Nl.ry .M/Wa'.w 1Aa..w.waw. 1 ♦ 4 into roQfw*m•AvM"T mr. wAsx ..W r �.X A. SEGALE. INCBA B-3200 DATE y ..s,n..s....a..........:................................. .......... I � ....... .... �/ WZC `OOA(�OR�N r1.C. AMOUWr M,wARTm Tn Taw. awn 1 %I apno wGmR&M TRUCE wC1QIR IJ/' Im WEKW UL SALES TAX .N wK�..�r.tlM III Al A.Sr4Mr. INC...F M �! 130576 a Ibw Ia a.p dvwn.v- o..•s�.i1r „N. .,, da q.a. V•.o.. d. .+. 4R 1201 SOUTTYCXWMWA AWT .T` am MAR.smol1 '.,` r.14. A'. SEGALE, INC. SA S-3m SOLD TO: ..... ......:.:.:........................_............. ._....,. ................................................._.............._. _ DEUV}A ......... j 4' L ' OVAOMY Of.rm 70M mac '—Dow"now PR= AYOV i _„wim Vnxw LK— WT W132W LAN, �. r" Ram_Nr DIItV�I , ✓ t TOTAL A1A. N13U567 Ile MA s«.«. Iw- .o.. 0 M I,aeV ioI enr.anep.w MrLY.Ir. Ra.r1 aT.1le NILI. IeVA�eI p M�'e1. 6rpe.nr in AN:rN1eA Y {'' .IT.IwI IMe/ebsw en.�eM RMi.M 1 Imll MJlxcWCOA }fi VM, WADB. NMI i"'�``., [. A. SEGALE, INC.. EA tri00 ............:.................................................................. ............. J bUAWn" W.MI TONS —SM o¢r'MImON Puce "Sotw i tit Tu ri1 _ awce wawv tlet wna1T u► 0 -- 1 w LALMIn, TO%AL A1R. • ` OC r 4 mphknily Wr"d Ma M A. 1fCML IW—a M W J w IbW b on1 aomW ro WWe.r'r.1o.'v4.+M N' w,i., roodW a 11 M. MMr'Y war.r�al IM.d nbor.a n.r P.wlr. ae y 1 I $on_umm 7 MIT. WASK HUI A. SEGALE, INC. DA D•3200 DATE.I'....4:..'_:,.', ....... SOLDTO: . ......fy: ,.: .. ............................................ w ....................................................... ......._.,. DFINFA TO•,G!a�-s. . u-•..x...... a r... .:. .. _ 17 Z' NAWn" CU. V 'Eg1t11 iffi DELGIIGTIDN mm AY'ww W I rl►�w — amass wnamtT ua NeT woaxr�.se. ,.. R&—D SALE TAx NO t 0560 ITrypWlrn!ly oyrwd Malts A SEOAl MG. W Iiab11 Iw PnY dolMyl ro Nru'oMIY,/wM4 WY plYf. ImdpV p PrrVOM PrPYmY 'n 411rvlrb�y 8 ma1Yr•al ITb 0110'r.w1 Ihw PIMIr, I 1' .12010 ➢OUML'W 'A➢AXfWCr [ENT W1sIL m" A: SEGALE, INC. f RA 62200 DATE SOLD TO: _. '_,4.../-l�i. .: ^--{!.................__........_.......... _ . .. . .. .... .... ......... DMrM 1'0#(.t 2l44. I � Igt MOTW KS =6 GPe ee 17 Q.6d �— y —_ Fw _ a rq w GROSS Wk2Ca{t ice_ - -- 111UQC WFICFi'f LK _Her u➢xtrr les_:.d-`z-� _ _ Ate__ ;ALES tOM"ANY. 130836 fnw[Am0v.a..droeM.A34GULlw_asr { b.Iwb6 Im"' damp.f..h.VbW IwwM Oly A♦r . wM Now a pi1g1.➢f.➢.ffl - 11MMYM OYOM.M f\M VIMM1�� E '• I.^Wa...eM+LYUA�JWJIIa� WYAiKax• •.• - p ..uf..`r YYYe�.•-• i nwo SOUMC r Q1TiR r!urrr,Ar ttrrr wxsx. SEGALL INC. R ea 6.3m DATE • S= ro ( . � °. . ...................... �.�ym mmmm PRICE - -- two NET Wrrc;w LI& .y aecD BY -- _ _AWOM SALM TAX N! 13083 , 7 y.d(carly rati.d Mn K A. SEGA! rNC...ar r��ub�n yO1 OrvY CIO.IOO�10 Mluub. y� «alk,, IOodrq. eI pr�naN �Y.*ar..4 dN L nep.Ii01 IIM above a,Aor�ny •n dWrvi,y OnM.I� 7 A. SEGALE, INC. w" m Im WrE DA 6Dypp h �y t so • 1s tp ro: � w.� ............. .... . Tz Q1 no TONS �•� D ab.Y � Arovr: --J q"___ LK P}I�D!P T�At lYy{. 1M! 130838 `ahy b�br anv M wa,ro.huboniy,A�F.IMC..W +.ewu.ial I�/b sbou�.onroNMw�� n hl eft J4 { t is Die f7Pfl1Cf11TA►I T '�•-'i W# M3fl, WASIL IM I A. SEGMX, INC. BA 63200 DATE.. u SOLD TO: ....... ........ .._... DEUVEx r �Y IJ�Cj'aCc 4 vfiKf ,! i QUANVIr t'.J>'os 1bM8 M1 iDESM Arallrf ^r— - — C..... -- PHsm _ -- am _ LSK wer WH6Fi1 ! y Peen r• Afrou" t. SAIIS TAX TO'IAl A1fl. 130842 N b ppfiW a,tlr�e INC.,�N p b.Rabb lar anY awap.to M.rbb.ry,�owr.,dlf yy calk., roaa.o, w anpN a.aev+. . noNnai ILgd abw as kw oN.ir��~ Yii ,w" ` I p •� •••Y A; SEGA.. , INC. j Is .,OLD TO: . .. ,. :' Chi� I............................................ DMTfM Mo. Al GUAXWT CU. NM 56E��'^Y-K.?ID M VNCE AM4VP f AI Rm t VYI Tq b0 yF - GROGS WER'.f ULI— p nmtmxx WeRLR Lam"-'li` ••• 4i -_ NET WEIGHT LBL Re=er --�— j OMB '•, 1�! 130824 Ib ,wkalybY..aNeAA. SEGME. INC..NP e.Iiobl.far.nY�+.D•x Arvbbwy,Hawn,ury I roR a prnM. .i'y in J.iml.p B MyriN kI.!nGOM M MMM air j� reou fo�r>cv++�a�wrAegrAr Xtrr, wAsx w1i A: SEGALL INC. SOLDTO ........................................... ,x- ...................................... MNIIt WAMYR7 Ctt.Tro� 1bNs I '3 j 06g1/Irt011 ow(x WOWT T - -� CL,.. _ top s" I GROG. w=W ua _-„= r -- ----- - - ----- - -- -�_ HWD BY AMOUNT , -- - -- - - %4LM TAX IM,M]I ".. T4TA1 AIR. N9 130827 aD,.f«ala`nr volW. ra..wov w o�:.a. proy.rry .r d.l;w.nq B�al.l iWe plow en rF...nnn:r. i 1 uBu!�" Tul�`iT mm, WAM nrb .1�I. A: SEGALE, INC. sA 4MO NSOLD TO: ....... .1............................................. .............................................. ..... ......... Daim TO A C!Yf t.r '........✓ GUANtai Ql.foe TONG �. LP. Do1s:.AmTv mecY A�auri _ fov Sao GROSS TRUCX Wk7GFt�, NET WMHT LBB. RFCD BY (� g pq 'fOTAt Ala. f NO13082® B M KKBiwily ag.rd Mw M A RGALf. * h.bobw6 for any aamay.1..h,bry.fl ., wna �aod., w wi. . o.:o..h ;• dNn..uv B ..al b.wd.boo a Mw a•.-i.r 1 1 Bg mw WSW y '`' ": ' ,141e A: SEGALE, INC. 3 BA 6-3200 DATE, E . OLD TO: .................... .................. AEI NM ooArrErr Ql.TOi'lord iGe VMK3Wq d1 nuts AMOM and TT -- owed — a.rwt --- rw4dww ` tiM Di" ' anoss wcEan ua — rRtXx wtkntr LK '— lfecn BY AMOM SALES TAX OF JM N9 130630 _ Oee to Arubbry,eww.Wr� 11 marrriel In1eA w piv.:re OrWerh hli.eri^w ' eberr en Ma orwir ISA som �""way ZB1t VAM MM� .10I. A: SEGALE, INC. u SOLD TO ..... C G[xx..c.:.........i....................................... ................... .......... DEUVER OOARMY CD.TDA TM SRE R1RM1Ct1 yR= AyOIMt f !on[ G.■� - _._____ OYI — —_ WSW 6R06S_M'LTGM LAR — 711W( wIIGM Lft NF.T M' HT LINK RWD!1 SALLB TAX � 27 IWAL AIR. M gyp'•• d Mir M A. Ullj, IMG.NA.y 1306M Wb4 M ary bw.p.ro drveb.ry, "'Mw raMq.w an.a. c.op.rry ,n µ wy 0" wwM�Wd�w w Mw o•..vw. irr� B Ism SO nrrn►sAr{w.tr _. .; lo" 1{t A A. SEGALE, INC �` , J f BA 6-9200 SOL) TO: . ..:..U . r,,/� .. ...................... i.. I ..[,�6!.fi'::fer u '" DELnU QUAM r a.TDB ?oft SIM � r - ----- aw CRGBg —�� M.T N'FIGM fig, BtCD By — SAALt TAX I� f Gllrvllt e ! TOTAL AM, 11 bli pyllkvily opry Ma µ e,,SCG rvlL, oo .ra I.A'Al,ALE IN[.aN vat 1. .nol d'MOj' w v..&. o.00.rry n *w.4 M.a 7 i mar and above L ti 'PH SOMNCM=b#Away MM A: SEGALE, INC. , WASK BA 6-3"0 DATE SOLD TO ...................................—,......I................................................ vormr— Qu"wriff ICU.nvl TWMW S= M= AMMM DN TyM r Lo& NET WFICH7 Imo. �. io PJ=D BY +s MT FITT D11r � I VMAL AM. 11111*-jWIv W�".,A SEGAL1,INC.,.9AI 136624 be I &i.". -,, M. .ol,.ki, .d.v p, ,n dd .q item rA�'u -- ., A. A: SEGALE, INC. «�► BA 6-32W DATE�i.�:.: :...�r...'... _z...... SOLDTO cc..r.,............................... ......... ................ ..............................._...................,................ . OUAMMY CU.rx SONS sae N PR= AMOUM _.--. ph GROW Wp w LBB. NR WEI LK ROOD CY ILA AMOM BADS 7 _ _—I— ` ' ?MAL am NO 130618 b s.wkDW W'Wd A"M A.SLGAI(, bW I"b.Oft d—WL ro�.bV ,, m*,, f I—a Mw4 Mw.rty d,llw.rp B IMIB C #A6�B�T M= WAML MW "lr- fit. A: SEGALE, INC. BA 6.6200 DATE C'„ 7,Z..... u SOLD TCe ........................................... .. .. ... ............................ ,....... . ........... Dt1IV2R TCY. C.G.Y.....�o- ':..:�>.,a.u... low J1137— WAIIlRY a.r,»- YOwa sm Dzsmwmm Pam "'®••� AYp(RR Bad —�I--- Top a" r _ GROSS WEIGHT La —_ ---- - '!1SIR:Z WEGHT Lm !(!T WEIGHT Lea RWD BY —.._ Al N9 13 615 Nbbr� "° MA.ItGA(! !N(;.,.B p1, r deeapo b rOP" lY,bwr,,tlh rd► wlYe. roaCnor w W�.aro WapM1r in INMMip Tar..ral IikM Now on Mw proayol B f— Nf ACCOUMI<a'q{ SUS CAII(!1" MD DAY M T/UCR N.ANY TKN[T MD 6TA L , MY 7 NAULL .aK LOAD ATW ' I DELIVER TO'. •.O. 10!� LOT-FTC PRICI A."UNT _ MUROf c rF —T—s—•"��_-sLu o soccua xa�fN i Y 12010 12060 L 620so 1207G IN!„aNI SAND j 62020 42030 62060 ,. POUNDS I/a a PCa 1/i • M IIUN ry I �. ! 52p1 1 S203 5205 S207� V ! r. - p at GRAVEL 5202 5201 O6 5206 — M[[ C01110[ S.a-y . Va AIIpotmos C CF aKKA 62010 620 620so 62060 ' I akYY li CN SNFO TOP COUaMF �`�t♦ S S S-Mlx Illf 1 /S207 RN. x ROCK 1 6t020 `0zA60 62060 _62070 wxaP III•••--- TDN•axMA T 70-001 APNAaUM LOAD a TO" I �. — 1 [FKNT sTawAAo 60001 Nr�wLY 60002 w�ATL M!0! sAcxa uaac NAPi/Y �� cyacAxTa 60005 .�PMO i0006 t0007 ccraNT 1 1 ncc[s tia'AN6.DN XPVI 64 / x x 10' M[ xF AAA OSO •� cu,s 86000 - fill 1_1_, cv.rowA+ --_ frwATwr X - _TABS_ �. Cw.ra•6a aae �TOTAL ••^ P ao.+P Aa+.a. wn '.aa�,�� ay_ "^.:• wwa � DELIVERY YICKd'► M .r..n.n•...P�._a+cn EQUAL DPAOPTUNI:Y LWL.OVTP 'mIMU saauaoo ti Cppl fW _".__� �.+r Lj ' I : MAyL TRIA:A 1KµT TIGI(('T RO. .N[L - DELIVER TO P O AIIMVI~_"�'�'^-+-•... '300- LOT .ETC. AT 30R ..[[„ uNLOAO 11 YARD POUNM CUNGIKT[ —$fATI 42010 M12040NE 11.EN0 ,SWIALSL DLV SAN 31p ARrGt 4rCUNC Ynrt - A2060 42030 1 22070 RYY w S ER/ 1 O t2020 xffn 42070 2060 1 POUNDS r;) / � 1 �....-_ [rw .iTT 5201 1203 4 5205 5207 0 l aT5204 GRAVEL i 1202 r i /20l 5206 ' 52% O u 'roNOs -"'cwlRal s;._r�) e2o10 "•- S.EG o�UGtl f 82030 If ME Ter couyl r 0 820� 62L t0 1 ! D �.)o 4n.yr MOCK 62020 62010 ARK i r;s=wrx we o ft 1 1 FONB CYTRA I/AyL E2060 62070 y �) _ 70001 NRrrnN LOAo fA[CE= NpARU TSTA 10001 NvuRLY "-'----.--. I $0002 WMTC 60002 �0007 I C[�r_�wT_a0p0A c W[rn 00003 iO�wp '�.- I -J- W MGCef GP f AMNpy MRIT/ "k, 64 x x f0' +Nt wr w4r[f Aoo[O IAI O Lam- >11N TOTAL �.. .w'"4r_...r..r.,.s.... .r RENTONa tC _ _— .. _ gwAL OPPONTUNITY EMFLCYEN OEI.IVERY TICKET o']a1000 31-un" CUSTOMER'S COPY I/ BLACK RIVER QUARRY, INC. ' SEATE, W 0{ // SOUTH 1/0eh ASH., 9/178 SPru a 262 Y M _.ifK p�N_fs, 110 K OC K[IIV OOC va ,t IU10YN_�T.�. 76=MINUS _I M'°`N 1" MINUS 2 AAN 1 h" MI_ NUS 3 MAN -- 211, MINUS 1 LARCER GROSS_WEIGHT LSS` TRUCK W_._._E1GHT M, TOW _ aI NET WEIGHT L/S_—_ YAROS TONS Kccu. X 4 E. L -i CUSTOMER'S COPY BLACK RIVER QUARRY, INC. ' 6106 SOU?H 1401h SEATTEE, WASH., 9817E ♦ r 0/� SPruC@ 2 462a ►_OLD._ _ DATE /f I 2 ..�- er"r'/L2 21 L ADDR[N TNUCN N.IYyI ft ,�_ � �►, -=may 6, .53 K111 ROCK IIOCRf.Y ROC 'A" MINUS i MAN 1" MINUSi— i ..AN / -- 116" MINUS_ _ 3 MAN R 2Vi" MINUS MRa LARGER GROSS WEIGHT L85. TRUCK WEIGHT N. WEIGH_ T CBS_.__ TeMI —_ YARDS 7GN5 R.co x r p L DUPLICATE INVOICE If l� r LACK RIVER QUARRY, INC. SOUTH I SIATM, WASH., "ln el SPrute 2-4620� ))_"_ ") ' ►''--- o.n1.. u ot4.0oe�u f T-1""A �r ww,�iTw fnb blrM.wv MMury w M.tl.+•✓• .M[Q. fI _ 14=MINUS 1 MAN 1" MINUS' 2 MAN 11i4" MINUS 3 MAN_ 2%'* MINV5 < and IARGER GROSS WEIGHT LOS, 7 7e',(j TRUCK WEIGHT L6S. ''+y ,re Tw NET WEIGHT LOS. YARDS TONS RICO X r ! ' CJ&7 BL A �ER�S COPY I'��K RI yER OIJARRY S14TR&I wASH., go120 7t a o�n ,rr r � _ m no AQ h'..Fh My�MINUS nw�.'�'e MINUS 1 MAN ZS- M/NUS 3 MAN 1 ( G _ ��wELGH7 Las NEi wEl ?airYgRbS RICO iMW "_+� TONS U a�"39 ti ti I. s 1• CUSTOMER'S COPY 4 BLACK RIVER QUARRY, INC. "02 WU M 14M O SEA"U, WASH., aI7B O1� SPruce 24620 ►.0..' OAR �`/ _—.---__ f� KILL A 1 tiw!ROI Y RK 4Vn �W / MIW�I�Y!��Mi1K ww w •F reply, RO _.CK[NY RO MY r •� MINUS_.` I MAN 1_MINUS_ 2 MAN —� 1%"" MINUS_ 3 MAN 21% MINUS_ 1 arld 6ARGER GROSS WEIGHT LBS__�_ TRUCK WEIGHT LBS, TOK NET WEIGHT_LBS_ T.tM YARDS TONS RICO y r.sy Ma .U';TOMER'S 1. U BLACK RIV R QUARRY, INC. 6808 SOUTH 140rn SEATTLE, WASH., 98178 SPruce 24620 // ,; .OY , DATE / S. R IIL AO [ fYYCF MYYM[ • 1 •Rsw ( N MII Nr MAC[ RIVR CYAR.T, IMC. ,wR.wMM 1M'-je��E� .o4w d Mnp N.A bi.iwR w.r.r.�r M M,•RRnw. CRU[N[0 ROC[ [OCR[R♦ ROCK —unn•Irt1 AMOUNT V MINUS 1 MAN 1" MINUS 2 MAN 1'h" MINUS 3 MAN _ 2%" MINUS 4 and LOGER GROSS WEIGHT L8S_ __ TRUCK WEIGHT LSS. .� Ta NET WEIGHT LEIS. v V Total YARDS TONS ercc X r •— { CUSTOMER'S COPY BLACK RIV R QUARRY, INC. 6808 SOUTH 1401Ir ( SEATTLE, WASH, 9817/ P ce 2-4 M ...._PATE -- \I TYVCLN VYY{Y i YYY. .Rl/ N IYI/w YAE[ NYM �.__�.T•�.Y YRA MrYE.�MyRIr Y/.r.R.� 1hr RO R EY R o_ I MAN uw I„ MI'--- INU-- S i 4 MAN _ 1 Ui" MINUS 3 MAN Thy" MINUS —' 4 e"d LARGER GROSS WEIGHT LBS TR , UCK WEIGHT L NET WEIGHT LBS. Tax s' • va toll _ YARDS TONS RICO y /� ( BLACK RIV R QUARRY, INC. 6/O/ SOUTH 14016It ASEATTLE, WASH.. 9/171 SPrucQ 24620 WILL AODREM ' , AaN ww RtRLIt RMR WARTY RYA. 'y.yy4/Rr —_G R U R M Ino wM �I.iM TA MRIr1� M w�� RO£I[ _ RO R[IY Rp 1 MAN I" MINUS 1 MAN MINUS 9 MAN — v 21/2" MINUS and LARGER 6 GROSS WEIGHT L95, cwm e TRLKK WEIGHT LBS. NET WEIGHT LBS. To _ t YARDS TONS RICO x WIVAAT ��WJ� 1� + A: SEGALL INC. BA 6-M / . .... .... ..... ...... ......Y DEIVER TOY J pVANTf►r Q/.YD6 TONG i 6I7E DA[�f@TI�JN PI4Ic.T AMOUNN 1 _ mm WOGm US, r j RWD/_yet AM^_UM . rani IWAIt iNC.,dX Mt r N4 130829 / � 1 VWr, WAS UM SEGALE1• q k BA &smo DATE. ./.j�.!r?�.%�J...... 50[D TO; I�. .M�. .... .....�/��.'' :C.e. 1 ... ... ._ ...,.....,._..... ..... ..... pNANIRT Q1�TDX TON! ' ,Odfw" ►ItlCL AmomR -- na- Din —T to SW i I affm WtXaw _— _. TRUCK WtTGHT Iffi ______• _-_ _.=-�.� Nrr WIIGfIT L{{. Q _ 11 AFC b{T - AMOVM -- 1 + .._—JSA= TAX tO}A{AIR. 1M! 130831 n.1 mbZsf M A.Ieoue,ur .Ir r i W IN64 A SI dYW f0 Ila✓04M1'.Asw4�V�M i w1Lf, foiw"d M af«afa YfaWlft dNna4{ ,aafw'�1 lala/aYaw as Maw paiL4M I Sa ID SOUjHfEN LQ14 PAAiw`T AIL WAAK DIHI A SEGALE, INC. BA CM cnre � GT�,,✓��- SOLD TO: ........ i .........f . .... ................... DIINFR WAWnTT QJ.YW TONE SM tDESOU CK W= AUCAWT -i 1 , � OmN f I_Dw Top rft= WEIGHT LA4 RECP ByAMOUNT _) SALES TAX i 13083! 11 to m°""'"We d fha M A SEGAU,INC..MNO D r a flaEdo Mr Onv aar. o ru ah.ubb,ry.Rover.6 n1� wLL�. ree+.w w pri.err s�ep.nv ,. ad,...MD H � 1 r* pAp ASSOMATED SAND & GRAVEL SW� COMPANY, INC. NRM DIVISION P.O. BO% 8RB10 • I85M SOUTYCENTER PARKWAY SEATTLE • (24p) 2A 2000 NKWIU, WASH. PoIN PORCHAEE ONOtR - -- ---- _-__- .-. DAYS FPAFI:; C( LUCCZC COMST CO ----------- AUBURN'EATTLE YA aro318 2800 ---------------------------- --------- - -- --- --- -- - - rot NUYf4 - _.-� UNrt Aic[ AMOUNT' I" MC COLD AMR I • i TONS STANDARD MIX i TONS SCHOOL MIX TONS TOPS" MI% TONS SHEET TOP MIX TONG STATE SPECIFICATION !TAAA ---- TONG ASPNMT TREATED RASE_-- IIII� GAM EMHLCIOI 1� V GALL 95-100 A7PpALT i 22 009 <:LA IMR fOR ALLUETM[NT MUGi R� � 1 ACCOMMpI[O OY tHU YIDI{[i. (:�I$Tt�MfO !clpy pGASSOCIATED SAND & GR COMPANY, INC. AVEL I' • NpM DIVISION P.O. BON eaa>o SEA TB • "'W SOUTNCENTER PARKWAY 1100 21 2Sy> • TUKWIU, WASK 99i80 IE wdV L V vy CURTDNip q PUYCNAgR OR DLp ND. _?77-q c' I& ,p _ cc-uyr Co ---- arr�►ear-Auc-Art- DATE 1 3 �3 '' AT*' i VA ppl1B --------------------------- AUIUW ------ -------- ______ j GGRCIYIYTiDN�'�.�� Uwrt --- -�� LSi ABC C4=AUX - S.P� AMp�UM TONS STANDARD AUX r TOM SC40M AUX T,"M TOPEKA AUx . "—__- TONG SXEET TOP SEE 4 TOM STATE SPECIPp:AT101S CUSS - YOM ASPHUT TASATW EASE --_-� GALS. EAWUION r.At& LIDO ASPNAET 7RA:Cp Tip. 2'I1 IYPANIiD 0 0 C CLAIMi AWB ET UETM q KNT MUiT ii _ ice J ACCO TX Tltpi{. CUSTOMER C.'Ohy Y j1 f C* A SSOCIATED SAND & GRAVEL COMPANY, INC. • NRM DIVISION V.O aox 88870 • IBYKI SOUTHCENTER PARKWAY SEATTLE • (2oQ ].]800 iUKWIIA. W45K 9514 1�I C AV L V O V f w,DCfl NO__ r AyLl'4---..-- DATE ' 2 73 4• , . _ ld ac1----------------- ----- ` ti8, '1 --__ __ ___ F i tR MC can MIX UNfT •«•-I11(�-' •L_ t —TOM ETAPpAED MUT Inr TONS SCHOOL MIX -�-- 7 TONS TOPEKEXA Mix TONS SHEET TOP MIX :(. TONS STATE SPE!'EICATION p,A_SS — ..-... TONS ASPHALT TREATED S13E GALS. EMULSION �� ! GALA "100 ASPHALT _-- ---I_ --. Tsi�cH Ep, r TAk —F 1 � 24523 cuiEEr PUR nmly rwrHT Plow rE - Aocori•ANiao rr rues Ticiun. CUS70MEN S ASS" DIATED SSG SAND & GRAVEL (UMPANY, INC • NpM DIVISION P-O. BOX BU70 SEA IHE SOVIHL'EIITER PARKVyAy • 1. 1� • LTDH EK780E 7UXWILA, WASH Mly . P,,RCHABR (�}Bp�yJ��,.. �41 • tTmo OO ORD[q NO. i�3Lpk"�'C11CCI 'CCNST'C>r — - A ' 2 aATe 73 � Y�E PARK AVE .fSB--------- - f enT3N+MT --- --- ------- --,--------- :- Ir IP.MV Y.LII il� 1 I UMIT.DL—BC IRIOR N UMIi I1MC[' li3 MC (�MIX AMOUNT--- OMS STANDAgp--_ _--- '— ML'( SCHOOL MIX _.- TONG TOPEXA MIX ' TOM SHEET TOP MIX '—'-------_ s 714 STATE SPECIFICATION QASS—__ TOM ASPWLT TREATED BASE GAL& EMULSION _.. OATS. 15I00 ASPHALT TRYOH TAAXLt/- � t jI 24521 CLAIM/PpR AOJV T",TI MUST/[ ' { J ACOOMPANiEp ry TML/TIORBT 1 CUS70MER COPY r- S&GASSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION PA. BOY RBS)p • E500 SOUTNCENTER PARKWAY • I SEATTLE ♦ 1��R (YDd) 4.&29f0 7UKwIlA, WALE qIN pI ASK "WO 00 4 S�CR _ "' .tyAPu FARc a?-CO ------ DATE �3 �6E-Y14 AYE PFNTJ�EEr ------------- -------- fcd. T--------- - AT _______. • xxo• Lot C COLD=MIX U IT TONS STANDARD MfY^--___---_— -- r TOMS SOK)OL MIX _TOA4 TOPEKA MIX --�— Tdry STQfl ;O. AUX !f� TONS STATE SPEG°KATLON q,---yg_— _----. -- ( TOM ASPIWy TRfATEC opal.__ GALS. EAMRfLON CAUL D61LK1 ASPNAET T *ift.e�iio: [[c[i'vlz�T - I 7 A •' /L PpT MlYBTM[TTT NUIR a 24 519 AceoMMMIfD.T TNL[TID[[T. CUSTOMER CCpy 1 S 1 SiceSAND & ;R gG COMPANY, INC. AVEL • NRM DIVI.-ION R.o. wx "ro . resoo SEATTIE SOVTNCEMER pggxWAT U.R • f2116) ia61WO • TVXWI(A, WAbli 90108 cu"0,300260 v1E�NAE: T ORORR NO.^- --9z2._iyEs Cc DATE oATi I 2 7J C' A7TLt y. AVg— • ° - ------------------------ ---- UAW, U."ft.C�I U lM MC Coto MIX A- S ._Nt TON" STANDARD MIX ` - TONS SCHM MIX Taal Tort" MIX - __- ,_- TONS SHEET 70P MIX TONS STATE -•_.- _. __ SPECIEIUTION CLASS._ TONS ASRNAIT TREATED GALS. EMUlS10H »� GALS RS I00 ASP 'AlT NO. RRORIYW RY r r 2 V is FOR w THIS Ku RR c_USiCiT.tER COPY } k t SSOCIATED SAND & GRAVEL [A] COMPANY, IN,; • NRM DIVISION V.O. Sux 68[)0 ;0 SOMMaNTER EARKWAY 1� U SEAlTIE • (206) 248.2800 • MKWMIA, WASH GRIM ,. ORDER ( ORDE s' COST�JOMl�11{ '']]�� '�T �E' R :1 026V--O-0--Y --_ DATE -tern• r-trcetr PMANfz ?z 'n �+ ,.rYAFi: PARK AVE ttTt* WA- - --- ----- RENTON ____ ___ Y�ScO ( «p q«cE MpUNT' LEE, MC COLD Aux I A TOM STANDARD MIX _---- __ TOM SCHOM Aux —_-_ TONS TOPERA MIX -"'—'-- TONS SHORT TOR MIX _ TOM STATE SPEOPI(ATION MAaa --- TOM ASPHALT TREATED EASE GAMS. EMUSIONI GALS SSIDD ASPHALT 1 I i 24360 ACCOMPANIM LV Two TmXxr, �R --- I CUUOMER COPY �► 1 y 5 5A ASSOCIATED SAND & GRAVEL 8G COMPANY, INC. NRM DIVISION PARKWAY P.O. COX 88879 ibWo %OUTMCENTER PAR • IS 5EATTIE . (2061•PX6]800 • TUKWILA, WASH. "I" CUSTOMER DRI;ROf.R .0 . 3CO260 OC 4 ----- ---- DATE Fk A1W .ul{a ? ?2 C'.LyTCCYC CE%N57 CC- ---- IEYAaJ YAAk AYE .� -..fTi1'rt•_' M6--'IpIIF-- ----------------- r 2800 1 JW MVYt[R DUAN IYY 1 Uwn P�res'— AM011NT lSl MC SAID MIX TONS STAIOAW MIX IONS 6CIlOOI MIX TONS TOPEKA MIX — — TONS SHEET TOP MIX -- TONS STATE SPECIFICATION CLASS -- TONS ASPHALT MAUD EASE GALL EMAAyION OACI SS'100 ASPHALT R NS' RSCSIviD SY 1 r 24 3 5 4 ClA1MS IDR ADJUPTMENT So ADCDNMNISD SY THIS TICRR. CUSTOMER COPY �I9 1� Y 1 5Ap ASSOCIATED SAND a GRAVEL 6 t' COMPANY, INC. NRM DIVISION GO. SOX NUQ)U y`. IE SFA TT<E • Iti5(p SOUTXCENTEQ PARKWAY • TUKWIU, W(2DA) 24&2600 ASH. 961[! PURCHASE CUSTOMER ORDER •--_ ... __ _____ 300260 00 4 wrt } �ANV c- LVCCjc jf6lty co------ D GAF^ PARK AVE FEMTON —_ ...______ bR NVY/q� DANTI ' --�UNIT.�7DE�CRIK YRrx IRlccj R -uM-- Etl. MC COED MIX T T II TOW SUNOAND AUX _-- TOW ECNOOE MIX TOW TOPEKA MIX TOW Sn@T TOP MIX TOW STATE SPECIFICATION CEASE -_ TOE{ ASPNAIT P.EATW EASE OAFS. EMUESMN GALS 6"00 AS►W TwVC1[NIE REctry tr SALKE I ' r 24351 CLAIMS D OT twT g". q AUOMMNILA Ev THIS TICRtr. CUSTOMER COPY CA] SSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION I P.O. SE 88970 UI I� Ii fFATTI • 1206, 2a9-280p SOHCc NTFk kAkKWAY • TUKWI{ , WASH. "IM PURCHASE ✓COLUV OV y DATE fj F;,"A-c'Gecc?e-CONST cp • AW12 A-- ------ -._ F�N7�N e+ s_ i62� i "' .. _____ JOP MYMAq tU, SSC OOSp Miff _ TONS fTANDAM MIX — — -..— TOM SOIOOI MIS[ TONE TOPEKA MIX —_ TOM SHEET TOP AIS -- TOM STATE SPECIFICATION LTA•• TOM ASPHALT TSEATM MY _ I.S. EAUISION CAM 95100 ASPHMT �. 24336 AGCONPAj'M w THIIS TIICKUS, CUSTOMER COPY r � d ASSOCIATED SAND & GRAVEL S RI� COMPANY, INC. • NRM DIVISIOM KA IS IY • I6500 SGUIHCENIEK PApKWAY • TUKWILA, WpyH. 9511M SEATT sox "a• 1]!Ml 2• 28 0 NO PUgCryA GUITOMLY OF66F 300260--OD-A-- - ---- ----- OATX i JILIAO T�7 NST SEVARD PARK K AVg --------- CO" - JfTtf7tt yA --- 16EXTON -i1S�2-lt Raof.11 • • _ 1C.MVYIY gANTITY'- iT__UNIT O[tCF1If1 TT--UMn M— -'�EK AEC COED AYX TOM STANDAW AIX TOW W-1E00l AIX TOM TOPSXA AIX TOM SHUT TOP AIX TOO STATE SW�—IFICA—TIryONa CLAW— t TOM ASPMET XAM MW OAW WA1XSION GALL 45•I0 ASPWT _— •�—Y2d33[ YHIS T % -- CUSTOMER COPY '4 l `, O ASSOCIATED SAND & GRAVEL COMPANY, INC. • NRM DIVISION Y J P.O. SB8)0 '" SOVINCENTER PARKWAT EdATTE • p061 2/R 2WO • TUKWRA, WASIt 98186 CUSTOM[[ PURCHAS[ ORDER NO_._--� A i1N�_r �OZZ'Yf .L" 21 i2 .. SFYARD PARK AYR A7TUIrAlj--- 44lyt--- - - --- F"Ton --------- ------- 2A( ----------------- --��,---UNIT Drrl11R1pN_. - UH,Tvwrce AMOUIlT' TOW STA1gAm MI% TOW SCHOOL M'X TOW TOPEKA MIX TOW SHEET TOP MIX-----_ ' ----- __ TOW STATE SPECIFICATION CEASa TOW ASPHALT TREATED RASE GALS. RS•108 ASPHALT - .. s RfC1 [D Yt' t ALES TAX I -�- { I 24 3 31 ACOON►A/LO by T H1:T - - CUStOMER COPY 1 L �_TASC^O�]UNt/] YUR r CALLED TFip DAY "Y'/MR TWVc;K PL�YArr, T�%:ArT�No YTAPT --- I. ]Ml[ wMKEO�f�!_ \.. I __. A TSOLD IIV •• I ME LOAD 7ilj D r'PV L APSE ] f DELIVER TO: P.O. -]00.LOT- ETC AT XIIII + IE rp~4 UKOAD - V i✓ .. 40, PI O .POUNDS oL[w0—rS CrALELE —_ T 1201u Y 42040 42050 Q070 RY I I MIF SOP[11FW[ fp LER SAND ( 42020 42030 42060 r POUNDS rix• i TEA' six PO PUN " O 4 520/ 5203 5205 5207 x\13H ` i 5202 l/ -Sv[IfG! r Y�E]TB V GRAVEL 7.02 52" 5206 5206 0 POUNDS RAYS CO~ $10--1/[ 114 _ SPEC CP.I]OCA( A 62010 1I 62030 62050 620E0 1 CRUSHED TO►couws[TiiiR.f,6rR Ls.MIX ML iU[ wX AK :v♦ _. ROCS 62020 62040 62060 62070 rw_[K i c- TONS c XTPA rrAOL 70001 NP]PPr LOAD E TDPs YAK CEMENT ETANDAPO E0001 NYUPR Y 60002 wwn W003 sK'Ks lYl[ "A—W OPCPEtf 000 rOI}M1Q E0001_ CtAAW $0004 C A 55 60066 _.1__. -I_ PKCEY EXPAMIK !DINT 64 / X X /O MICY PE RAP— E50 cu's 86000 +ASE nrw w.+cP Aoo[o r SUB TOTAL ru•roNEPs DrP+4A— — GA�.s 9wNA uw[ TAX C ■THAN RENTON 0fP10E CRPE]YA AK TOTAL F4Y. I O AO/fM ..l. YY DELIVERY TICKET toEWPL OPPORTUNITY EIAPUIvfM 226)000 E31 3100 4 ,f4 . • . L 1 10 V• • MIA =10 ONICIN3 L f*QI 3� c hjV i yy ��.'�i 1 .r ��i t.t ��^%� � h, 1i �. f•, _ , �d ..�� 'N' D� 1�� '� r 9� �7 1' �ff.� r Mr. P. L Copps, Manager Page 2 March I , 1976 If we can be of assistance in accomplisning .. .oje�.iv..s or if you have any question- , please contact Clint Morgan of this office. Very truly yours, �s Del Benne,, Deputy Director of Public Works CEM:ad Enclosure cc: Bob Bergstrom J k• t • o� fi�ti PUBLIC WORKS DEPARTMENT e TIM TRAFFIC ENGINEEriING DIVISION a 235-2620 b MUNICIPAL 9UILOING 200 MILL AVE SO RENTON, WA. 980t5 P 4"ED SFPtt*# CHARLESJ DEL AVRENTI MA VOR March 1 , 1975 It �t Mr. P. L Copps, Manager South Central Division Puget Sound Power and L;qh* Company P.J. Box 329 Rentor, MA 98U55 SUBJECT: City of Renton Permit No. 025 Job No. A-74488 (Talbo, Road) Dear Mr. Copps: We have found It necessary to make a more detailed study of your proposed trench ;ocation on the west side of Talbot Roau from a point north of Renton Village Place to a point just south of South 15th Street. To prevent future conflicts we are requesting that the trench be aligned In the critical locations as follows: 1. From the nortoer,y mos terminal pole to a point 90 feet so rth of I-`^5, the trench line shall be 20 feat back of tI,e sidewalk. The reason fo, this requested setback is to avoid conflict with the installation of a new 24" water line. Due to a 1 to I side slope on the walls, the width it the top of the trench could be 7 feet. Where your trench passes under I-405, we are requesting this passage be on the west side of the structural support columns. k will be glad to work with you to obtain this approval for passage from the State Highway Department. The original proposed location on the east side of the columns is in conflict with an existing 24" water line and a telephone line. 2. From South 15th Street to your sou, erly most terminal pole, your trench line should be as near as possible to the westerly road ri;ht-a-way line to provide 5 feet clearance from an existing 24" water line. ♦ 1' f ,t 1. CITY OF RENTON STHPFT DEPARTMBNI NO Pamir F. Steer Eauvumn Thr Ucdrrudnrd (Pursuvn m Ow-, re No ilerrby Apphet For Pnm.u.on la 1nKm11 ....f.rRrn�=A mvarr ILL_ )ob No a-IaaR Nerve shown on attached work ak-cch I„a, Prrt SotRad Poser i :.iaht CflfeeC7 Phone-3ii-7464— Strr• 620 Sevu Grady Ay— C., Regm State WA Laeatnn (Talbot Road) pnme Nu .d 1w, Fee J. fl, Oprned 2eAM R.,d uy I n.prcwr r � fl.cthll Tv.• 6c Prva..,me em To Nc • Replued tlr RrpLaed 9y N'wb To M " •,I,t,d Wnhrn 110 Date Pro. Dan of P,m, Tim Smr t r.. ,,r To be Nwdi d At Th. Tr Of C� AA Cosplmiom Of Wwb. Due CITY OF RENTON ... Atua by Secrcvr city Ingme" by Caret C mm,uw•.rr acspt rhu perm< and ape to ab,dr by the candNiona[hrreof. Due L'awasf Ry��_ ti LONE STAR INDUSTRIES, INC. 901 FAIRVIEW AVE. N. F. O. BOX 1020 SEAT ME, WASH. 98111 MAin 2-29000y,� Noo. '� No Q_ N Sold To Addrems ia vweQ!, M�v' VsI.IMR GRAvI, �� sm auT ARRIVL ON 1O i LEAVE JOl SY M lY ,)ME W 1 GAUOM3 OE WAtfl COLLE<r Amv ON JOS AVINWILtO X SALES T. lY pllvfl � iOiAL � TOTAL nw�,.e.i.ry rra�wR.•� r.an eanay. .RR,Ir.p�ufrmn Wd 4i..n WOWED X p MIXER COPY ACCdlM COOF sue ,<,LL90. .. - -- MO MY YA +Rucx PLAMT TKN[T NO. a TRIP �489f1 ASMIMAT ,II[LOAD DELIVER TO P.U. ,-JOG-LOT ET6. AT IOC 0 Y,AO 1. W[ SLUM. IA"-! AMOUNT N Ip[ {!Q MYURLv [ S 2 1 PTA M)Il! L.NT M" coMc.rn 0 / = Y- n 3 LAL<AIN 'MM, OI KAI WRAST oR ANi� _ ) I(w SKI( KR Y[M N,pI1p KR YMAIwbNi CML}IO[ AEA CA It'"— It.., MCM(!<C(MINe MOl WAIto _ 20001 20002 20003 2000[ 20005 1 20006 LUISC YAROS EXTRA wwUL 30001 MINIMUM LOA13 S YARO[ C[MEMr—. SAx S,AIgA1U�' .,r,�A[Y A I,.6;u [MFM--'1 AYL6 SULM IPI /0001 /0002_ /0011 �T/0012 PAtcEs exP.w[,eY IUMT _ ('// / X X 10• _ IKr we RAID _ ESO cur[ /6000 1 i i .--•-_—_ sAcxs uMo 43010 _-5 5 0 Au,tAIM[SAMo j sArJm Olewv[t i rn aAMu KAOA,Y(L 3010 10 53020 55030 CUB TOTAL TAX ' I CUaTOM(Rf y a"m y MGMArVIM p _ rTOI1/EWAr REN nON OFFICE TOTAL M•M<.- - J M- c'"`°"" DELIVERY TICKET I.wV M•rrw �w.,M AMr� jwf WMww� I O bA to KN,Ow nw •w llru.awl...a ....,,u nu..Aevcoxw-c TMTx COUAL OPPpITINITY[MPLOv(w MIDWAY OffICE 1 a UEP.Y TIC:,, ? 7 REN3'oN $T® N E W AY M4WWAY t MAPLE VALLEY I Awv9 1� P 0, BOX 509-RENTON. WASHING70N 96059 AT" N¢ •A 6-1000 • 6313100 START is /MIsN 1� _ UNLOAD y 9 ;,CAL �ACN IN pG f'h IOW : i.NAUI O«TE N1lMlEII I YARD .--.-- 1 �1J�19/7P IICOI 4 EWIL OIPOIRUrM<EMPI 1$3107 ELaO_IY�_� ll'RGNAS CNA.-R NO. �Ly ��RA�R�RLL �-wM..r�crM SVL VLIV�� fMY uwwlrc r.IA�MAwnA w..Wl o OMIT TRIG[ AML' WX 4 s S SR �i . o RY 11Ky A 1 t/2 i/B ALA DB` Mz I LTr I ON 3 _ * rM YARD[ oz roLZ of nwsT -- CA,OW OI CLMpT MITN N1fN 1 KR iAC1( KR MCM CNLOMCE �__AEA NOT WATER �/ Ci CL.AAT -- yuos 3 A O MINIMUM LOAD 5 YMO{ [i1rM NAUL _�� MryA I, NY A Y CONCR fL !� OIl K A �YN vRu urm AloJ4 ap10 UMs — Vx AMAY4 �Ayd ORAYCL xNO., S 53ab- f10tl PWC[9 -� _��[XPANsgN JOIN 94 / X X 10' - I EEA a[sAP 650 I curs $6000 sus (` I TOl AL TALBO X A'TMRON VILLAAT � , `1'rfc / >•Ax I t3 - _ •oTwt rw/rx Aw aA«T7 oi, _ -70 —i— �AL rME o1x WA'U ADD[D <un pNAT^_ r DELIVERY TICKET RF.NTON �... woyvAv 3TONEWAY 'TM,: Sn:rAq MAKE VALLEY ARnwE" rj*► L.O. BOX 509-NENTON. WASHINGTON 98055 AT log 1 50� tI% BA 6�1000 • 631 3100 11 s,• — ? rwls« �- UKLIJAD _ -- S CALL T,G T If♦ "� NO 3.MA«L DATE �r IE m183107 2 �::s o,0 12/3/72 11934 roulLALr—or«owru xtrcwLovEa Pua,:NAs[OaOta Nc F. CULUCCIO UNIT NUDE AMd1MT sax --7 uRr a LO IM NY FEA t S SK. 1/I GaOUT LTY/r -. 3 \ �- i rGE YIIIgE of"21 �— US IL11T (A\Cxlw WITH WrtN JFE1r6K% P[R MCIf ' c«LOw`C[ _ fFA MOT WAtFR Or CEMENT Ur CfMIMT CUMC\^l%UL 30001 MIMNIUM LOADS vAaOs [%TRA.\Ul sro « uRLr _--- <aNclzcn rlw• s PCRrwr sANo s• +Mo �. 4I010 Al �— I yr PrA OIMYLL GRAV4 O%AYEI 1�10 SION�_!M]D - N[CL X x 10' F%RAMNXNI IOINT gA __— I rrn aE eAa 8S0 i c.n 86000 —Y --' SW TOTAL TALBOTT ROAD A PUSET DRIVE -' TAX _ TOTAL -•Ruc%Mo rLANT ATFuw rmAL TIM[WE wATn•IX%g cwTo.MMS E10rwtLTN __ i93 3 3.30 ti 1 RENTON �,. DELIVERY TICKET -- MIpcVA-Y STO N EWAY " MAPLE VALLEY Cp}trtteA ,— sTRD 30ao;>u" I P.O- GOX 509-MENTON, WASHINGTON 9W5 ARRIVE AT Nx ■A E-1000 • 631.3'00 F �/}t rpnN -�T� UHLOAO R ACC. U t-ZALL / TICKET NO. R I.NM/L DATE HIIMIER r4 AN 9AGN MI 1/ YAM t1 I8330i 2 .. [LN EQUAL 011pRTUMTY(LpLOv[R PUIKHASE ORDER HO. i COLMCIO pf VIMVwG�wt•�.lYuft/p[r W tl[YKp•t UNIT MICE AARRJRT SO HY,RLY ` M'% I IT2 Tie RCA l tsx 2 3 4 LTMT IMI \ Yy YAI/Of OZ IW: 01 RA•r CALCNM 1NIN wlTn 3 rLr RncR pR LACK OILORIO[ .EA HpT wAp11 dCUALNT dCIMLNT `X9 YAA 30001 MR/RIUM LOAC YARDS S XTRA HAUL UL -- A. �- sro H u. [a•n NRoz co.rwnE � SANG ;NO SVKAwr i SAq _._ A3[I4 fN20 11030 b2 pj Gsm", 4RAvAV6 Gsm SNM SNZD S34J! EIIPANt10H 301NT 6/ /EETR[•AR 650 COTS $6000 AE RENTON VILLAGE AND TALAaT ROAD TOTAL — TAX TRUI:H NQ I T IKC4M TOIAI f1Y(JVL WATs NOp(O CVfTONf1115WN11'V11( TOTAL _-_� A x__ C.aa 04 19ElvTON _ .__ Q LIVE,'.,y 'ri�., ,'-r — 4110WA7i _ STO N E Wqy � r..ArLE VALLEY * START '71(� p;> T,.. II�TRy MA. &OX 509 MENTON, WASHING TON 9.OSS 1 © Am J ,,�A••1000 • 691d Ar100 "T� •TART — UxCUORD • AU. U 1.C.[Ll —T— IW16H —�—r .• •I (t.NAUL DAT[ NUtIRER ntw LNLOAD —;.,�• IE IR3107 �e,D 12 1 72� •Y4 4" -- 11833 towL oRRaRT'u[XTY[wuorp PUIN,HA9E lR1p[R NO W�V p F COLIICCIO �/�.CApYIp YYN ..VNur[a wrAappCpKAX[[ SO HVU 1RLV MIX 2uLw _ VN��[ AMWINT S 1 vx >n � 1 2 3 �A: CALVu. I NY.,DM YARMS oz roxz __ M.OIHOE_ — Wtt OC RMT A[A rqi WaCY 3 KR Ytx I[R YCI( _ OI Ct'MCM 4I C[MCNT EXTRA MAUL 30001 MINMIUM LOAD 5 YARM ["A SAX --_ Si0 HYLRLY 00001 SDIOx U. - /JDIO f Av4 GR11 v[y �• 9)010 /X17a GIIAv4 0x010 PICCC.S EXVANIN XXNT !• / �( [ _ X10 I[rT RE eA1. 650 / <ur9 86000 TALS01 aD A RENTON VILLA3E 'u" q Tsue r TAX ^- T'RV_CNNO [LAM ACfUM TOTAL YIMC Dw " TOTAL lEi 1 7 SAS C.O.O, ya � r E1MASSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION P'7• BOX 2WO • IWO/OOTHCLI6L9 PACKO/AT • " INILA, WASH. 981P 1/EEATR/ • ow 240.2m ICY[ p F :f 11 4 i CU/TOMDT . I _ � �00260 66 — — — — E .LA►,� 2I 1:e `F71ltK-CTZOCCTO"Ca11iT�'0-"------ :YrAFf PARR Avg RLRTDN .,�fTTLT "WA---281TV----------- 2JSCT0 i - --- - ------ - - ------- C �io•RV Y..R ' CANT r�� _TUNIT UE9GRIPTI _ AICKI--AMOUNT J f _ LSL MC COLD Mix T TO,K 2CHOC. AUX f TONG TOEEXA Wx 710T/ONE ETA LiA6t —... _ TONE ASENALT TREATED MfE GALE. EVAASION 014f. wIW AlFHA&I . TAX � 24321 ACCOMPANRIM By HIS TICKET, M -- 1 I� AM ASSOCIATED SAND & GRAVEL &� COMPANY, INC. . NRM DIVISION I.O. BOX 8"70 • 185W SOUTHCENTER PARKWAY • TUKWILA, WASK 901BS SEATTLE • I.06) S 28W PURCH1/ ORDER O CURTOYEII •-------------------------------------------- DATE .100260 00 4 ,LU 21 72 F F Ah. C-L1.ICCIO COSS? QO _ __aFJt0 -F.4A.K-STA------- - I-F O11 - TATTLT WA 99118 ?e^^ - ----- -------------------------- -• i �Uiv+T!TY uNii.DESCRIPT UNIT V��c[ _AM10uYT 111! 155. E1C COLD Wlx _ TOM STANDARD WE ---- TOM SCHOOL MIX TONS TOPEKA mix TONS SHEET TOP Ilble TONS STATE ICATV-A CLASS__ TONS 420ILT TREATED MSS OATS. EMULSION IAIS. 4f 100 ASPHALT TRUCK ND. - RWSIWM w I f 17ARu 24319 ='mw*WSA "1:946"be CUS'OMER COPY ASSOCIATED SAND & GRAVEL i S& COMPANY, INC. . NRM DIVISION P.O. SOX U970 • )SSW SOUTNC[NTER PARKWAY • TUKWiIA, WASIL 9818A SEATTLE • LIDS) 2, 2000 1� j ORDER O ORDER NO_— GUfTOYEl1 3CO250 0-0 = -- CAT[ PIANF, zt 7. i t:�4y:_{s.-EbCGtt__CCIYJt CQ _- _- i •;�".. trIOA&D PA149 AVE c n iM---96'Y?1►---------- -- _ H�NT„N 28^., Y w nurw - - ' C,i —$LAM ITY UNV. D[SCRIPTION -Unn Pnw[ AN a UN) -"- � LSE. MC COLD MIX { l I TONS STANDARD MIX rg�100 OL MIX KA MIA I TOP!E IEICATION ttA![ALT TREATED SASESION0 ASPHALT TRYCN NONO. RKCR Fi x t, 24316 ='mw5p=s v T I`sTw 1{f. CUSTOMER COPY • S WATER MAIN ADJ. AND RELOCATION IN SR 515 BEN SON HWY Tti� 8 0 f SPECIAL PROVISIONS (CONT.) SP-23 OVERTIME FIELD ENCINEERINC When the Contractor performs const:uction work over the accepted 8 hours per day of 40 hours per week, or on any City holiday, and the work requires inspection, then the Contractor shall reimburse the City at the rate of $12.00 per hour. The City shall have the sole authority in determining the necessity of having the overtime inspection, and shall notify the Contractor of intent and said costs will be deducted from monies due the Contractor on each monthly estimate. SP-24 HOUPS C1' WORK The working hours for this project will be limited to week days during the period from 8:00 A.M. to 4:00 P.M., unless otherwise approved by the City. SP-25 PUBLIC CONVENIENCE AND SAFETY The Contractor shall, at his own expenbe, provide flagmen, ,;hall furnish all signs, barricades, guards, construction warnings, and night lights In order to protect the public at all times from injury as a result of his operations. If the Contractor should fail to maintain sufficient lights and barricades in the opinion of the Engineer, the City shall have the *fight to provide these lights and barricades and deduct such costs from payments due the Contractor. A plan for traffic control must be submitted for the Engineer's approval before the beginning of construction. The Contractor shall maintain detour routes and other routes used by his equipment hauling materials to and from the area. Attention is directed to applicable portions of Section 7.15 of the Standard Specifications. I: addition the following special provisions shall apply: A. Traffic and pedestrian access will be maintained as directed by the Engineer. 1. Two lanes to be available 7 days a week between ti,e hours of 4:00 P.M. and 8:00 A.H. 2. One lane may be permitted between the hours of 8:00 A.M. to 4:00 P.M. Monday through Friday, with the use of flagmen to control traffic. 3. Under no circumstances may the road be closed for any extended period. H. Local police and fire departments shall be notified, n writing, prior to construction, and as well as by phony prior to any closures of a street during construction. SP-page a � L SPECIAL PROVISTONS (CONT.) SP-19 WACE SCHEDULE 'Cont.) rate, including fringe benefits, for each job clafsifiestion to be utilized. The wage rates thus filed will be checked against the pre- vailing wage rates as determined by the Industrial Statistician of the Department of Labor and Industries. If the wage rates are correct, the Industrial Statistician will issue an acknowledgement of approval to the Contractor and/or Subcontractor with a copy to the awarding agency (Owner). If any incorrect wage rates are included, the Contractor and/or Subcontractor will be notified of the correct rates by the Industrial Statistician and approval will be withheld until a correct statement is received. Each voucher claim submitted by a Contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the prefiled Statement or Statements of Intent on file wits the Department of Labor and Industries as approved by the Industrial Statistician. Affidavits of Wages Paid (Sr "43) are to be filed with the State Treasurer, or the Treasurer of the county or municipal corporation or other officer or person charged with the custody and disbursement of the state or corporate funds as the case may be and two (2) copies of each affidavit are to be filed with the Director of the Department of Labor and Industries, Attention: Industrial Relations Division, 1601 Second Avers , Seattle. Whenever practicable, affidavits pertaining to a particular contract should be submitted as a package. SP-20 SIJWONTRACT01tS A list of subcontractors and suppliers that will be involved with this project shall be given to the Engineer for his review and approval immediately after the contract has been awarded. This li%t must be received by the Engineer before the contracts may be signed. SP-21 CHANCE ORDERS All additions . rk that requires compensation to the Contractor for items for which prices are not included in the contract shall require a written change order before work may be done. The Contractor shall be responsible for acquiring; the necessary change orders that are required by any of his Subcontractors. SP-22 SIMVLYf Section S.Od of the Standard Specifications shall be amended by the addition of the following sentence: "The Gontractor shall notify the engineer a minimum of 48 hours in advance of the need of survey$." �P-Page 7 ';PErIAL PROVISIONS (CO)OE.) SP-18 DISPUTES AND LITIGATION (Cont.) the State of Washington and coat decisions governing such procedure. The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the majority opinion that the contractor's filing of the pretest is capricious and without reasonable foundation. In the latter case, all costs shall be borne by the Contractor. The venue of any suit shall be in King Cou.^.ty, Washington, and if the contractor is a non-resident of the State of washing-on, he shall designate an agent, upon whom process may be served, before commencing work under this contract. SP-19 WAGE SCHEDULE The prevailing rate of wages to be paid to all workmen, laborers or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RN, as amended. The rules and regulations of the Department of Labor and industries and the schedule of prevailing wage rates for the locality or localities where this contract will be performed as determined by the industrial Statistician of the Department of Labor and Industries a.e by reference made a part of this contract as though fully set forth herein. Inasmuch $a the Contractor will be held responsible for paying the pre- vailing wages, it is imperative that all contractors familiarize them- selves with the current wage rates before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor management representatives, the matter shall be referred for arbitration to the N rector of the Depart- ment of Labor and Industries of the State, and his decisions therein shall be final and conclusive and binding on all parties involved in the dispute as provided for by R.C.W. 39.12.060 as amended. The Contractor, on or before the date of commencement of work, shall file a statement under oath with the Owner and with the Director of Labor and Industries certifying the rate of hourly wage paid and to be paid each classification of laborers, workmen, or mechanics employed upon the work by the Contraeto: or subcontractor which shall be not leas than the prevailing rate of wage. Such statement and any supple- ' .mF mental statements which may be necessary shall be filed in accordance with the practices and procedures by the Department of Labor and Industries. Prior to commencing work, each montractor and each and every subcontrac- tor shall file a sworn statement of Intent (Sr 9882) with the ()wner and with the Department of Labor And industries as to the prevailing wage Sp-page 6 e SPECIAL PROVISIONS (CONT.) SP-16 SCIiEDULING OF WORK (Cont.) revised by the Contractor and the work shall be performed in compliance with the contract provisions. Payments of any further estimates to the Contractor after such request is made and until an approved modified schedule has been provided by the Contractor may be withheld. Exe- cution of the work according to the accepted schedule of construction, or approved indifications thereof, is hereby made an obligation of the contract. SP-17 CONSTRUCTION CONFERENCE Prior to the start of construction the Engineer will call for a pre- construction conference. The Contractor and his subcontractors shall attend the pre-construction conference, the time, place and date to be determined after the awarding of the r_ot.tract. subsequently a represen- tative of the Contractor will attend a weekly conference with the Owner's representative to review progress and discuss any problems that may be incurred. SP-la DISPUTES AND LITIGATION Any questions arising between the Inspector and the Contractor or his Superintendent or Foreman as to the meaning and intent of any part of the plans ana specifications shall be immediately brought to the atten- tion of the Engineer and will be adjusted by him. Failure on the part of the City Engineer or his representatives to dis- cover and condemn or reject bai or inferior work shall not be construed as an acceptance of any such work or the part o" the improvement in which the same may have occurred. To prevent disputes and litigation, it is further agreed by the parties hereto that the City Engineer .hall determine the quantity and quality of the several kinds of work embraced in these improvements. lie shall decide all questions relative to the execution of the work and the Interpretation of the Flans and Specifications. a4- Tn the event the contractor is of the opinion he will be damaged by such interpretation, he stall, within three (3) days, notify the City Engineer and the Cit- Clerk in writing of the anticipated nature and amount of the damage or damages. To the event an agreement cannot „t then be reached within three (3) days the City and the Contractor will each appoint an arbitrator and the two shall e-lect a third. The decision of the major'ty of the arbitration board shall be binding x upon both parties and shall be delivered before any w„rk is performed upon the feature in question. The arbitration shall be conducted in accordance with the statutes of SP-Page 5 SPECIAL PROVISIONS (CONT.) SP-13 FIELD CHANCES Cont. in the field to meet existing conditions shall be requested in writing and may not be instituted until approved by the City Engineer or his representatives acting specifically upon his instructions. In the event of disagreement of the necessity of such changes, the Engineer's decision shall be final. SP-14 FAITJ)RE TO MEET SPECIFICATIONS 1 � In the event that any workmanship does not meet the requirements or specifications, the City may have the option to accept such workman- ship if the City Engineer deems such acceptance to be in the best Interest of the City, provided, the City may negotiate payment of a lower unit price for said workmanship. SP-15 ;ROTECTION OF PUBLIC AND PRIVATE UTILITIES The Contractor shall conform to Section 5.09 of Sta^dard Specifications in regard to protection of public and private utilities. Location and dimensions shown on the plans for existing underground facilities are in accordance with the best available information with- out uncovering and measuring. The Owner does not guarantee the size and location of existing facilities. It shall be the Contractor's responsibility to contact the GAS COMPANY, TELEPHONE COMPANY, POWER COMPANY, and the RENTON WATER DEPAR , an RERTON ENCINT DEPARTMENT, for exact locations of their respective util es. Aso, ron -ac a CABLE TV COMPANY if necessary. SP-16 SCHEDULING. OF WORK Section 13.01 of the Standard Specifications shall be deleted and the following inserted: Promptly after the award of the contract, the Contractor shall submit for approval to tht i.ngineer a progress schedule. From this informa- tion a progress schedule diagram will be computed, plotted and a copy returned to the Contractor. Payment to the Contractor on any estimate may be withheld until such a schedule has been sebmitted and approved. should it become evident at any time during construction that opera- tions will or may fall behind the schedule of this first program, the Contractor shall, upon request, promptly submit revised schedules in the same form as specified %ereinp setting out operations, methods and cquipment,added labor forces or working shifts, night work, etc., by which time lost will be made up, and confer with the Engineer until an approved modification of the original schedule has been secured. For- t r, if at any time any portion of the accepted schedule is found to conflict with the contract provisions, it shall, upon request, be SP-Page 4 1 1 SPECIAL PROVISIONS (CONT.) SP-08 FATR PRACTICES POLICY (Cont.) of Fair Practices Policy of the City of Renton", as incorporated in this document. SP-09 AFFIRMATIVE ACTION PROGRAM The Contractor shall be required to read and abide by the City of Renton Affirmative Action Program as incorporated in this document. SP-10 NON-COLUISION AFFIDAVIT ' The Contractor shall be required to execute a Non-Collision Affidavit to satisfy the City that the bid offered is genuine, is not sham or collusive, and in no respect or degree is made in the interest or on behalf ( f any person, firm, or corporation not named in the proposal containing nuch a bid. SP-ll NONDISCRIMINATION IN EMPLOYMENT Contracts for work under this proposal will obligate the Contractors and subcontractors not to discriminate in employment practices. The Contrzctor shall also be required to execute the Non-Discrimination In Employmetrt form as incorporated in the document. SP-12 STANDARD SPECIFICATIONS The Special Provisions hereinafter contained shall supersede any pro- visions of the Standard specifications in conflict therewith. The Standard Specifications for Municipal Public Works Construction prepared by the Washington State Chapter of the American. Public Works Association, 1969 Edition, shall be hereinafter referred to as the "Standard Specifications" and said specifications together with the laws of the State of Washington and the Ordinances and Charter of the City of Renton, so far as applicable, are hereby included in these specifications as though quoted in their entirety and shall apply except as amended or superseded by these Special Provisions. A copy of these Standard Specifications is on file in the office of the City Engineer, City hall, Renton, Washington, where they may be examined and consulted by any interested party. Wherever reference is made in the Standard Specifications to the Owner, _ such reference shall be constrged to mean the City of Renton, and �-re reference is made to the Engineer, such reference shall be construes to mean the City Engineer, City of Renton, or his duly authorized assis- tant or assistants. SP-L1 FIELD CHANCES Any alterations or variances from the plans, except minor adjustments SP—('age 3 r,. SPECIAL PROVISIONS (CONT.) SP-05 TIME OF COMPLETION (Cont.) extend the time of completion of said work. No extension shall ;- valid unless the same be in writing and accompanied by the writt:en consent to such extension by the surety on the bond of she Contractor. Time loat in replacing improper work shill not furnish any grounds to the Contractor for claiming an extension of time for the completion of the work, and shall not release the Contractor from damages or liabili- ties for failure to complete the work within the time required. 1 SP-06 POBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE The Contractor shall abtain and keep in force during the term of the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor performing work provided by this contract, and the City. The City shall be named as an additional insured on said policy insofar as the work and obligations performed un- der the contract are concerned. The coverage as provided shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor, or the subcontractor, or by anyone directly or in- directly employed by either of them. The minimum poL'^y limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $1.00,000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not less than $60,000 for eaen accident. A copy of the insurance policy, together with a copy of the endorsement / naming the City as an additional insured, shall be provided to the City within a reasonable time diter receiving notice of award of contract. PROor of C.ARRLACE OF TNSlJRANCE The Contractor shall furnish the City with satisfactory proof of carriage of the insurance required. SP-07 E(piAL EMPU)YMENT OPPORTItNITY APPIDAVIT The Contractor shall be required to execute the "Certification by Proposed Contractor, Subcontractor and Sipplier Regarding Equal Employment opportunity" form, as incorporated in this document. lie shall albu abide by all rules and regulations ss required by the Instructions of the aforementioned form. SP-ON FAIR PRACTICES POLICY The Contractor shall be required to road and abide by "The Summary SWP:age t I Ys1J:c SPECIAL PROVISIONS GENERAL PROVISIONS SP-01 DESCRIPTION OF WORK The work to be performed under this contract consists of furnishing certain materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities or service, if any, specified herein to be furnished by the City or Others), and performing all work as required by the contract in accor- dance with plans and specifications and Standard Specifications, all of which are ^jade a part hereof. This improvement Is subject to the installation of a 24" ductile iron water main and related facilities,aa well as a short sanitary sewer •x- tension in Talbot Road South from South Grady Way to Puget Drive. SP-02 DATE OF BID OPENING Sealed bids will be received by the City of Renton, WaPhington, by filing with the City Clerk, City Hall, Renton, Washington, until 2:00 o'clock P.M. Pacific Standard Time, November 1, 1472 and will be opened and publicly read aloud in the fourth floor conference room. SP-03 MATERIALS fOPPLIED The City of Renton shall supply all water pipe, fittings, fire hydrants, gate valves, and cast iron valve boxes with their required accessories. The contractor shall supply all other material such as concrete blocking, shackle rods, fire hydrant guard posts, valve markers, and all other materials tecessary to make complete installation. The water pipe will be stockpiled at the job site and all other related material will be stockpiled at the City of Renton. Water Shop, located at let Avenue North and Burnett Street. The Contractor shall supply all material for the sanitary sewer extention, Schedule "S" of this document. SP-04 r,M1STRUrTION DIRECTION The starting location for this project will be at the intersection of Talbot Road South and South Renton Village Place and then progressing to the South. SP-05 TIME OF C04PLETION The Contractor is expected to diligently prosecute the work to comply- tion in all parts and requirements. The project shall be completed within thirty (30) calendar days excluding day of starting. Provided, however, that the City Council shall have the right uN,n request of the Engineering Department, City of Renton, Washington, to SP-Page 1 BOND TO CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned as principa an _ corporation organized and existing under the laws o the State ut as a surety corpor- ation, and qualified under the laws of the State of Washington to become surety upon bonds s 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 for the pay- ment of which sum on demard we bind ourselves and our successors, heirs, a ministrators or personal representatives, as the case may bt. This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at , Washington, this day of , 19 Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. or by COunci: action of the City of Renton, passed , 19 t— ear and City Clerk of said City of Renton have let or are about to let to t e sa i— the above bounden Principal, a certain contract, the said contract being nun erz—e_T — and providing for (which contract is referred to herein and is made a par— t h� as though attached ereto}, and WHEREAS, the said principal has accepted, or is about to accept, the raid contract, and undertake to perforn the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner an( within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub-contractors and material, men, and all persons who shall supply said principal or sub-contractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub-contractor in the performance of said work, and shall idemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as speci- fied in said contract it from defects a)pearing or developing in the material or workmanship provided or performed under said contract within P. period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. APPROVED as to legality: Approved; 1 BID BOND Fr" Hazesith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of j which amount is not lass than five percent of the total bid. Sign Fore BID BOND Know All Men By These Presents: That we, ss Principal, as Surety, are told and finely bound unto the City of Renton, as Obliges, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their Fairs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee In accordance with the terms of said proposal or bid and award and shall give bond for the faithful per- formance thr_Lrof, with Surety or Sureties approved by the Obliges; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount cf the aepoei+ nnecitisd in the call for bide, then this obligation shall be null and void; otherwise it shall bt and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SF3AUM AND DATED MIS DAY OF , 19 pal Surety 19, Received return of deposit in the sum of j 1 ti TAKE OF CONTENTS SCHEDULE B SPECIAL TECHNICAL PROVISIONS SECTION DESCRIPTION PAGE BTS-01 General Statesunt BTS-1 BTS-02 Standard Specifications BTS-1 BTS-03 Existing Utilities BTS-1 BTS-D4 Clearing BTS-2 BTS-05 Pavemant Ramoval, Trench Excavation, Bedding and Backfill 8rTS-2 BTS-06 Sanitary Sewer Pipe BTS-4 BTS-07 Manholes BTS-5 BTS-08 Drop Connection to Existing Manhole BTS-5 BTS-09 Crushed Surfacing Course BTS-6 BTS-10 Aspahlt Concrete Pavement Patch BTS-6 BTS-11 Measurement AM Payment BTS-6 4 TABLE OF CONTENTS SCHEDULE A SPECIAL TECHNICAL PROVISIONS Section Description Pin ATS-01 General Statement ATS-1 ATS-02 Standard Specifications ATS-1 ATS-03 Existing Utilities AT!,-1 ATS-04 Clearing 8 Grubbing AT5-2 A-S-05 Pavement Removal , Trench Excavation ATS-2 Bedding and Backfiil ATS-06 Piping Materials, Valves, and MS-4 Fittings I ATS-07 Pipe Installation ATS-5 ATS-08 Water Services ITS-8 ATS-09 Restoration of Surfaces ITS-8 ATS-10 Testing ITS-9 ATS-11 Disinfaction ITS-9 ATS-12 Cleanup ATS-A ATS-13 Measurement and Payment A1S-10 TABLE OF CONTENTS SPECIAL PROVISIONS SECTION DESCRIPTION PACE SP-26 Construction Signs SF.-9 SP-27 Removing Traffic and Street Signs SP-9 SP-28 Construction Equipment SP-9 SP-29 Size, Weight, Load Re@trfctiune for Motor SP-9 Vehicles SP-30 Delivery Tickets 5P-10 SP-31 West@ Site SP-I0 SP-32 Dust and Mud Control wP-10 SP 33 Payment to the contractors 9P-1J SP-34 Liquidated Damages SP-11 SP-35 Awarding of Contract SP-ll MINIMUM WAGE AFFIDAVIT FORM City of Renton ss COUNTY OF I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour for each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed ` , the performance of such work; and no laborer, workman or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less than the minimum rate of wages as specified in the principal contract, that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and betief. CONTRACTOR _.— Subscribed and sworn to before me on this day of _ _. 19 `i.. Notary Public in and for the State o Washington Residing at t 1 ► CERTIFICA.,ON OF MONOISCNIMINATION IN EMPLOYMENT The bidder represents that he has, = has not, carticii,,ated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained ;n Seca on 301 t of Executive Order 10925; that ht [J has, = has not, filed all required compliance reports; and that representations indicating sutmission of required compliance reports signed by proposed sub- r.ontractors will be obtained prior to subcontract awards. COMPANY BY: TITLE Date (The above representation need not he suumitted in connection with contracts or subcortracts which are exm pt from the clause. ) D l .F 14.43 NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) SS COUNTY OF ) bean.; duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on be- half of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the fore- going work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. SIGN HERE: Subscribed and sworn before me this day of 19 ur <ary_u17T n and for the Sta—t—e-7— residing at therein. i 1. Avai .ability of minorities and females having requisite skills and experience in the labor area. S. The extent of unemployment among the minority ani female unemployed work force within the area. B. Perform an analysis of the City's labor force by job category to determine the placement of minorities and females at all levels of responsibility. 1. The number of employees by job classification for each department in the city. i. The availability of promotable minority and female employees within the City's offices and divisions. 3 The number and job classification of employees, by department, who will be retiring within the next five years. This list is to include the tentative date of retirement for each employee. a. The anticipated to 'nover of employees due to their inability to perforce adequately, by job classification per department, and possible date for action. C. Establish coals and a timetable for the correction of deficiencies identified. These goals and timetables are an essential part of the City's Affirmative Action Program and will je maintained and updated on at least an annual basis. Although the primary concern of these goals is overall minority and female employment, they shall also include minority and female under- utilization within specific job levels: management, professional, tech' ical, office and clerical, and skill,d positions. The goals and timetables established as a result of the abo�e analysis shall be reasonably attainable and shall appear as Attachment 1 within 60 days after finalization of this document. The Equal Opportunity Officer shell be responsible for establish- ing these goals. Specific Programs which the City of Renton proposes tc undertake to facilitate the achievement of the set goals shall appear as Attachment I also within 60 days after approval hereof. These programs shall also be established by the Equal Opportunity Officer. 4 � i 5. Furnish infoi motion as required, maintaininq an affirmative action file detailing its efforts, with dates, to meet its coemiitments under Executive Order 11246. All data and documentation generated as a result of this Affirmative Action Program shall be made available to any Federal or State agency for their review unon request. V. GRIEVANCE PROCEDURES The success of the Affirmative Action Program depends largely cn the attitude of the community as well as the employee. Opinion as to what constitutes fair and equal opportunity and treatment may vary widely and irievances may result. The follow i ste.is shali be taken immediately for any grievance arising the implementation of this orogram so as to maintain the t possible employee-supervisor and city-community relationships. A. The employee shall bring her/his grievance to the atten- tion of ner/hie immediate supervisor or department head, who will t investigate as necessary to determine the cause of the comrlaint and work with the employee to effect an equitable solution. Every effort shall be made to resolve the difficult•: at this level. S. At the option of either party, the services of the Equal Opoortunit,, Officer may be requested. The Equal Opportunity Officer shall intervie-, both parties, conduct additional investigation as necessary, and recommend appropriate corrective action and settle- ment conditions. C. In the event that mutcal agreement cannot be achieved and Linding reenluticn is required by the city administration, signed statements detailing the grievance and specific investiga- tive action shall be obtained by the Equal Opportunity Officer from the employee and his supervisor. The Equal Opportunity Officer may draw upon all resources at his disposal both internally and those external to the City to arrive at recommended corrective action and settlement conditions. The Equal Opportunity Officer shall forward these statements along with his own investigation report and recommendations to the Mayor's Office for resolution. C. The Mayor may elect as deemed necessary and as circum- stances so dictate to refer the grievance to a special arbitration committee. (This committee shall be selected from amonq City employees and consist of an equal number of management and staff personnel.) The Equal Oonortuniry Officer and thosa directly involved in the grievance shall not be votinc members of this comrittee. Proceedings of the committee shall be dccumented and their decision shall be final and binding subject to review only by the State Heiman Rights Commission or through the judicial system. All reports, 3ecisiens, and other documentation generated by the grievance procedure shall be maintained by the Equal Opportunity Officer as a matter of permanent record. VI. GUIDELINES FOR MINORITY AND FEMALE EMPLOYMENT Fair Practices and equal opportunity w. in City government cannot be fully realised until an equitable representation of women and ethnic minorities currently in the Renton area work force are reflected in the City's employ. To determine the area and City work force profile, the City of Renton shall undertake the action outlined in Section A and S below. Ar inequities are identified, corrective measures will be initiated as established in Section C. A. Determine the minority and female profile within the Renton employment Area in which the majority of current employees reside. 1. Number of minorities per ethnic group in this area. 2. Generalized location of each minority qroup (i.e. any significant concentration within the area) . 3. Percentage of minority and female work force as compared to total work force for the entire area. 1 111. EMPLOYEE DEVELOPMENT The hiring of minorities and women on a fair and equitable basis is only the first step in affording equal employment opportunity. Skill development, promotions, and equal nondiscriminatory on-the- job treatment are of equal importance to both the individual and to the City. The following actions shall be undertaken to achieve employee job satisfaction and fair treatment and to more success- fully utilize woman and minority persons in our work force. A. Assure that there shall be no discrimination for reason of race, color, creed, sex, age, or Physical handicaps with regard to uporadinq. Promotions, transfer and demotion, lay off and termination of employees. Any action which might adversely affect minorities or women will be brought to the attention of the Equal Opportunacv officer. Employee grievances arising from ( such action shall receive immediate attention in accordance with Section 'Ji. S. Develop a skill inventory for employees which can be used to identif•• supervisory and managerial level position potential. This shall be accomplished by: 1. Obtaining from the employees a written statement as to their desires, sxills, and interest in higher paid Positions. Periodic review and anal- sis of employee development progress and readiness to assume nigher positions. 3. Identif• specific -positions for which employee qualifies, and assure that requests for interdepartme':"l transfers and promotions are considers without discriiaina uon. C. Actively encourage employees to increase their skills and job potential through training and educational opportunities. Offer guidance and counseling in developing programs tailored to individual aptitude and desires, taking full advantage of programs offered by the State Department of Employment Security and Manpower Development Programs. IV. LIAISON AND COORDINATION A. There exist many crganizations vitally concerned with equal opportunit, and fair treatment of minorities, women, and the physically handicapped, and those that are over 69, whose resources can be of valuable assistance to achieving the goals of this program. The Citv of Renton through its Equal opportunity Officer shalt. maintain constant contact and coordinate various aspects of the Affirmative Action Program with these organizations. In addition to those already identified with respect to recruiting, hiring, and employee development, workinq relationships shall be maintained with the various civic, lahor, and minority organizations in the greater Renton area. B. The Caty also recognizes its responsibilities to comply with and assure that equal opportunity and nondiscrimination policies of State or Federal agencies with which it conducts business are csrri�d out. Specifically. the City of Renton shall: 1. Be responsible for reporting to :he appropriate agencies any complaints received from any employee of, or an applicant for employment with any City of Renton contractor or subcontractor, subject to Executive Order 11246. 2. Cooperate in special compliance reviews or in investi- gations as requested. 3. Carry out sanctions against a cpntractor(e) and/or subcontractors) as required. 4. Assure itself and the agency as part of the grant application process, that the general or prime contractors will not have submitted pre-packaged bids that den- open bidding to minority or any other subcontractor. E. Insure that all members of auinageawnt within the City are fully aware of and in compliance with the intent of the Affirmative Action Polity pertaining to equal employment opportunity. F. Provide continuing communication of the AM restive Action Policy to management, employees, applicants for employment, and to outside organizations performing services for the City. I1. EMPLOYMENT PRACTICES The overall employment oracti :es provide the key to &*airing equal employment opportunities and achie ing an appropriate representa- tion in the City's work force. The City of Renton shall undertake the followinq actions to achieve these objectives: A. Review all position qualifications and job descriptions to insure requirements are relevant to the tasks to be performed. Revise as necessary by deletiig requirements not reasonably related to the tasks to be performed in order to facilitate hirinq of minorities and women no otherwise might not be considered. E. Pay and fringe benefits shall depend upon job responsi- bility and along with overtime work be administered on a nondiscriminatory basis. C. Inform and provide guidance to those staff and management personnel who make hiring decisions that applications for all positions, including those of minorities and women, are to be considered without discrimination. And that all applicants shall be given equal opportunity regardless of race, creed, color, national origin, .ex, physical handicaps, or age. Primary consideration shall be given mi.. .�Ies, women, and other definable groups at any time the City's work fort,- does not fairly reflect the membership of these croup$ residing within the Renton employment area. D. Provide periodic training for agers and supervisors in equal opportunity objectives, maki. a of such programs as currently offered by the Intergoverm.wntal Personnel Program Division of the U. S. Civil Service Comm,ssicn and other agencies. E. Provide orientation for All new employees specifically emphasizing how the City of Renton assures equal opportunity and the significance of the Affirmative Action Program. Encourage all employees and specifically minorities to avail themselves of services rendered. F. Recruiting shall be accomplished in such a manner as to inform the greatest number of minorities and women possible in the Renton area of employment opportunities and to make known that such applicants are sought. As regards minorities a dem- cription of each position shall be: 1. Advertised in the various Renton area ethnic news media. 1. Circulated to current staff and encourage present employees to refer minority applicants. 3. Forwarded to schools in the Renton area with minority students. ♦. Distributed to minority and human relations organiza- tions in the Renton area requesting referral of qualified minority applicants. An up-do-date listing of these organiza- tions and their spokesmen shall be maintained by the EEO Officer and the City Personnel Director. These organizations would be identified as, but not be limited to, the Urban Lsague, Equal Opportunity Center, Neida, Rinetachopi, Etc. All employment notification ■hall include she "Equal Opportunity Employer" statement and date of publication shall be At least five days prior to cut-off date for receiving applications. G. Programs such as apprentice, summer and part-time trainees, intern, and other supplementary hiring programs shall be considered in the same manner as full-time City positions and be subject to the Provisions of the Equal Opportunity and Affirmative Action Programs. AFFIRMATIVE ACTION PROGRAM City of Renton The Policy of the City of Renton is to promote and afford equal treatment and service to all citizens and assure equal employment opportunity based on ability and fitness, to all persons regardless of race, creed, color, national origin, sex, phys:csl handicaps, or age. Ii recognition of its obligation to provide community leadership to overcome past circumstances which have either barred, not encouraged, or discouraged representative minority and fenale employment, the City of Renton has initiated a program of affirmative action designed to assure that the spirit and intent of this policy is realized. i The term minority as used herein shall include, but not be ' limited to those identified as Blacks, Spanish-Americans, Asians, and American Indians. The spirit of the equal opportunity policy includes such persons as the physically handicapped, and those over the age of 45, even though the emphasis is upon minorities and females. The purposes of the Affirmative Action Program are t : 1) establish employment practices that will lead to and maintain a minority composition of the City of Renton work force that reflects that of the Greater Renton community; 2) achieve and maintain equitable and full utilization of minority and female employees at all Position levels; 3) promote an atmosphere of non-discrimination and fair treatment within city government; 4) provide compliance with State and Federal equal opportunity requirements and regulations. This policy shall be made known to all employees, contractors, subcontractors, and suppliers through distribution of handbooks, bulletins, letters, and personal contacts, conferences and orien- tation, sessions. Signed acknowledgments pledging cooperation shall be required of all department heads and supervisory personnel in the City of Renton and, where appropriate, of all contractors, subcontractors, and suppliers engaged in City-administered projects. Such contractors, subcontractors, and suppliers to whom this policy shall apply to shall include those with an average annual employment level of 25 and/or those who annually do business with the City of Renton in an amount exceeding $10,000. 1. PROGRAM RESPONSIBILITY To assure that the equal opportunity policy and the provisions of the Affirmative Action Program are carried out, an Equal Opportunity officer shall be appointed or designated by the Mayor. The Officer shall be the focal point for the City's equal opportunity efforts and will advise and assist staff and management Personnel in all matters relating to implementation of and compliance with the Affirmative Action Plan, and be responsible for the successful execution of this program, utilizing the assistance of appropriate State and community agencies and organizations and maintain close liaison with the Mayor and City Council on the progress of the program. The Equal Opportunity Officer will have the responsibility to: A. Initiate, coordinate, and evaluate the City's plans and programs which ern designed to ensure that all current and p-ox- pective employees receive the benefits of equal employment opportunities. B. Evaluate the Equal Employment Opportunity Plans and Programs of the City to ensure compliance with the Affirmative Action Policy. C. Coordinate the attention given to Equal Employment Opportunity throughout the City. D. Periodically audit the practices of the City and recommend improvements in the Affirmative Action Policy to the Mayor's office. ti 1 Ry OV Rj,? A sowrawr or ri 2 TATR PRACTICES POLICY �U or Ttlf CITY Or RLNTON ADOPTED fr RESOLUr,oN ND. 1so5 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and ,sure equal employment opportunity based nn ability and fitness to all persons regardless of rsce, creed, color, national origin, ass, physical handicaps Or age. This policy shall apply to ovary aspect of employment practices, employee treatment and public ,.,tract. In keeping With this principle the following guidelines •re established and shall he the governing policy for all departments of the City of Renton. 1 1. £NpLOYAZ.V7 - Recruiting, hiring and appu4ntwant practices shall be conducted solely on the basis of ability and fitness without regard to race, color, cr,d, national origin, see, physical handicap or aye. 7. PROMOTION Promotion, downgrading, layoff, discharge and inter- departmental transfer shall be dependent on individual D-rformancw and WorA force needs without regard to race, color, creed, national origin, sex, physical handicap or age, and, whenever applicable, in agreement with washinyton State Council of County and City Employees, and in com- pliAnce with governing Civil Service Laws and Regulations. 7. rRATNTNG - All on-the-Job training and city-suppgrted educational ooportunities shall be administered without discrimination to encourage the fullest development of individual Interests and Aptitude$. a. SERVICE AND EMPLOYFF CONDECr - The City shall deal fairly and equit- abiy With all citizens it serves and all persons it employs. City depart- wants shall maintain the policy that no city facility shah be used in the furtherance of any discriminatory practice. Each official and employs- shall be responsible to carry out the intent and provisions of this policy. 5. COOPERATION wlru HUMAN RIGHTS ORGAwr2ArTONS - The City shall cngper- ate to ohs fullest ascent possible with all Organisations and commissions concerned with fair practices and equal opportunity employment. Such organizations include, but are not limited to, the State MYNan Rights Com- mission, the .Seattle Yuman Rights Commission, Seattle Women$' Commission and the Seattle Technical Advisory Committee on Aging. 6. AFFiRMATTVR' ACTION PROGRAM - To facilita' r equitable representation within the city work force end assure equal employment opportunity Of minorities ♦nd women in City Government, an Affi:wative Action Program shall be initiated and maintained by the City of Penton. it shall be the responsibility and duty of all City Officials and Department Heads to carry out the policies, guidelines and corrective measures as set forth by this program. 7. CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers conductinq business Math the City of Renton shall affirm and subscribe to the Fair Practice, and Non-Disctiminetaon policies set forth therein. �rtk 9. POSTING Ur POLICY - Copies of this policy shall be distributed to all city employees, shall appear In all aDereriOnm! documentation' of the City, including bid tali', And shall be prominently displayed in all city facilities. CONCURRED IN by the City Council of the City cf Penton, Washington this l Oth day of JYly , 1977. CITY Or REY}oN RENTON CITY COUNCIL ry Garrett, Mayor 1 c7 ywer nest prea. , •TTIST: ' �,s�/'t�—'`�/ Pro few YNJ—�;iv'a•(////w-eL On, Cl� '- <rk 1 1F ` CilrflTICAT10M BY MMSLD COIf11UtCilil, 9llR[b11fRATm AND "WITHER AL(iNDM EQUAL IMfldlWW 0pigg MIi. Wes o artor true osa - T b. This certifllatf. Is nqulred pwrmunt Io federal eaemtive Order 11261. The ,mptamemling role. and ragulstions provide tart gay Mild., or pm.pective contractor, ar any of their proposed vu4ontractnas and aoppoler., shell state es ma initial part at the bid or negotiations of the mMract whether It has partitipf.4 in any ....tame cootr.ti or wbeoetnet mabJ.et in the .put opprtw- pity .Louse: Read, If on, whether It We (fled all compliance reports doe order applicable lnitro dons. The City has heretofore adopt" Resolwtlnn M. low .,uder data of Joly 10, 197: utabllatLLnd . -F-It arstilees Polfcy^, sa 1arL. m Rt.d by an "Afftrmativ. Hones Pmgra.^ thereln establishing and pror.lgatng the policy of the City if McKon to presents d afford equal treeless, and tactics to all cItfaebs and to assure eyu.l splgwm oppor .silty Wood on ability and tttmaoe to all palm. raglydlets of rue, tread, roar,, rational origin, sees, phy.lcsl boost up. ear age. This pollry "Bell libeelw, apply to all coatreeton, s dbc.traator. and soppller. conducting bosloees with the City of fleeces via is turn akAU offlra rrd m5acaihe to said practices smell policies. The aforementioned provlslam RMll rot apply to contrasts or subcontracts for atamdard comarr- I let ...pit,,. or mar materials or ff. or organizations with pas,. than 25 seloyes. am/or eastrart. of leas their 610,000 bmai- Mae par smmes with the City. The oetlenlgned ante(,", therefor. cuvamanta, atlpolg Om mad Wass, that hirfreI the perfurmam of this contract that M will roe dn.crlaloele sg.tmat any prrwt to ht"N. promoting, discharging. rogroest rug or in any other I.. or condition of eyl.y- mm,, by reason of such person's race, croted, color, religion, ume.try or national origin as Implss.nted by the "Affirmrtiw Art inn Progrse^. 1 Costnctor Forther .grey. that he will (she affirmative and coot L,uoo. utf.w to i.e. fall compliance with much policy and pro- 1 gar Si. all respects: It Ming strictly unden<ood and agreed that tallure to coyly with any of the terse of said orovlslor. atoll W and tonsillitis . mavr1LL breach of this emt not. Contncfo, .ball, up. regw.t agd,'o, as awn a. possible (Meatier, fwrniab onto the City,say and all lnformati. am report. required by the City to deielaioe whether full cnWimeate his M.made by the cunt ntl.r with .14 policy sawl progries stay can- traetor will permit wren* to has boob, .card" east umwH by the City for the purges of investigation to ascertain itch Covrr.etcr fwr,Wr uArowl"pa that he has r.tatved ., vase and owaylet. copy of the City'. "pair practice. policy" and Aff.rma- Ilvs Act inn 1Tugrsm^. GMIIACT IOLWIFICATICIN gp. CLIITITICATIM BY 1.0A'f@lCTOR bl"er'. goes: _ Addnse: Repnwenut ---- Tail.: pht.v: 5C'M(gRRACttgI" +SRTIPICATIM SwMont ncior'a goes: Address: Reyreseutat Ivey. Title: Fh,ta: SUPPLILV5 C1.RTIFIUTIW SwVYlier'a Nair __� Address: _ gepnsmout Title: phone: 1. Carutnr/S+WOMrutor/Smpl ter has prtfcipated In a previous cointnet or awbcontnrt sable" to the Equal Opport"ity Clause. Tea M 2. Compliance reporto wa. n9uf�rvd 1$ be filled to comuctloo with itch tnnt=ac, or "bcottrut. Yea C too/� ). Contvrtnr/5ubcomnctr.r,'Buppl lees how flied all compliance r.gnrt. doe oWer mppllratlon lostrnetions. Y..= M = 1ba Requ l red If serer to It.l 1. ^Mad, pl..es eapl.lm la detail . reverse etch of this <ertiflc.sina. Certification - The fM'nrestim above is true and complete to the best of my ta,wledsr and belief. W. and t u Mr ease y� tr urr Dot. mee/osed y city Owthorlty: f SPECIAL PROVISIONS (CONT.) SP-32 DUST AND HUD CONTROL (Cunt. I t,-..st and mud control shall be . 3nsldered as incidental to the project, and no compensation will be made for this section. Complaints on dust, mud, or unsafe practices and/or property damage to private ownership will be transmitted to the Contractor and prompt action in correcting will be required. Written notice of correction of complaint items will be called for should repetitive complaints be received by the City. SP-33 PAYMENT TO THE CONTRACTOR payments to be made to the Contractor will be made in the manner - outlined in Section 9 of the Standard Specifications. Payments shall . be made in Cash Warrants. Partial payments on estimates may be with- helT—untC Gorr progress schedules as described in Section SP-11 of these special provisions has been received and approved. SP-34 LIQUIDATED DAMAGES Liquidated damages for failure to execute the contrict as specified and in accordance with Section 8.08 of the Standard Specifications will be assessed as follows; One Hundred Dollars ($100.00) per calendar day plus cost of inspection, supervision, legal expense and coure costs incurred beyond said date. The cost of additional £nspec'ion and supervision shall be an amount equal to actual salary cost, plus one hundred percent (10(P„) for overhead and other indirect expenses. SP-35 AWARDING OF CONTRACT Awarding_ of contract will be based on total sum of all 4chedules of prices. No partial bids will be accepted. .r,P-Page 11 SPECIAL PROVISIONS (CONT.) SP-29 SIZE, WEIGHT, LOAD RESTRICTIONS FOR MOTOR VEHICLES (Cont.) vehicles used on this project, listing the vehicle number licence nuns ber, tare weight and licensed load limits. SP-30 DELIVERY TICKETS All delivery tickets that are required for the purpose of calculating quantities for payment must be received by the Engineer at the time of delivery. No payment will be made on tickets turned in after date of delivery of material. Payment will not be made for delivery tickets which do not show type of material, gross weight, tare weight, truck number, date, and inspector's initials. Scale certification shall be submitted as early in the project as possible. Each weighing station shall maintain a record of the trucks weighed, date and time, tare and gross weight and type of material In isolated cases where scale weight is not available, the inspector shall measure the truck volume and certify as to its full load 6elivery. SP-31 WA"TE S1:E The Contractor shall conform to Section 4.06 of Standard Specifications in regard to waste sites. The Contractor shall have the responsibility of obtaining his own waste site. All work included in this section shall be considered to be incidental to other items of work and no further compensation will be made. The route taken to the waste site shall be maintained solely by the Contractor in a manner as described below: The Contractor shall be prepared to use water trucks, power sweepers, and related equipment as deemed necessary by the City Engineer to alleviate the problem of lost spoils along the route. Prompt restora- tton of the route is mandatory. SP-32 DUST AND MUD CONTROL The Contractor shall be responsible for controlling dust and mud within the project limits and on any street which is utilized by his equipment for the duration of the project. The contractor shall be prepared to use watering trucks, power sweepers and other pieces of equipment as deemed necessary by the Engineer, to avoid creating a nuisance. 5P-Page 10 f SPECIAL PROVISIONS (CONT.) SP-25 PUBLIC CONVENIENCE AND SAFETY (cont.) C. Access and e, -as to local residents shall be maintained at all times, with special attention given to business properties. All costs involved in the above shall be considered incidental to other costs of work involved and no further compensation will be made. SP-2b CONSTRUCTION SIGNS The Contractor shall furnish and install construction signs which con- form to current City of Renton Sign Ne. T-38 "CAUTION, CONSTRUCTION AHLAD," 24"x24" diamond, black lettering on orange background. One (1) sign of the type mentioned above will be posted at each street entering onto the project site. All ronstruction and detour signing shall conform to Part VI "Traffic Controls for Highway Construction and Maintenance Operations" of the +6iinual of Uniform Traffic Control Devices. SP-27 REMOVING TRAFFIC AND STREET SIGNS The Contractor shall be responsible for maintaining all traffic and street signs. In the event it shall be necessary to remove a traffic or street sign, the Contractor shall notify the City Engineer, City Nall, City of Renton, Washington, for all changes made. When the work has been completed, and prior to said area being open to traffic, the Con- tractor shall notify the City ingineer, City Hall, City of Renton, Washington, and obtain his approval of signing. SP-28 CONSTRUCTION EQUIPMENT Drivers of motor vehicles used in connection with the construction or repair work shall obey traffic rules posted for such location in the same wanner and under the same restrictions as provided for the drivers of private vehicles. SI'-29 SIZE WEIGHT LOAD RESTRICTIONS FOR MOTOR VEHICLES All motor vehicles of the contractor, Subcontractors, and suppliers shall etrictly adhere `o Ch. 46.44 of the Motor Vehicle laws of the State of Washington (1967 Edition and amendments thereof) in regard to size, weight, and loads of motor vehicles. Payment will not be made for any material that is delivered in excess of the legal weight for which the vehicle is licensed. Any gross violation of these regulations shall be reported to the affected law enforcement agent. The contractor is to furnish to the City Engineer a listing of all haul SP-Page 9 ♦ t SCHEDULE B SPECIAL TECHNICAL PROVISIONS BTS-01 GENERAL STATEMENT This s=etion, Special Technical Provisions, is devoted to features of on-the-site conditions which are peculiar to the facilities to be :on- strutted for a sewer main extension in Puget Drive. Articles, and some materials, operations, or methods mentioned herein or indicated on the drawings as being required for the project shall be provided by the contractor, (except mate.ial which is to be supplied by the City of Renton - see Special Provision SP-03) and he shall provide each item mentioned or indicated and perform according to the conditions stated in each operation prescribed, and provide therefore ail necessary tabor, -oOpment and incidentals necessary to make a complete and opera- ble insta, lation. No attempt has been made in these specifications or plans to segregate work covered by any trade or subcontract under one specification. Such segregation and establishment of subcontract limits will be solely a matter of specific agreement between each contractor and his subcon- tractors, and shall not be based upon any inclusion, segregation or arrangement in, or of, these specifications. The contractor and subcon- tractor in each case is warned that work included in any subcontract may be divided between several general specifications, and that each general specification or sub-head of the technical specifications may include work covered by two or more subcontracts or work in excess of any one subcontract. BTS-02 STANDARD SPECIFICATIONS All work under this contract shall in general be performed in accordance with the applicable provisions of "Standard Specifications for Municipal Public 'corks Construction" prepared by the Washington State Chapter, American Public Works Assocaition, ane in accordance with the require- ments of rte City of Renton, except as otherwise amended, modified, or specified in these Special Technical Provisions. Items of work not specifically covered in these Special Technical Provisions shall be performed in accordance with the requirements .pecified in the A.P.W.A. Standard Specifications, and in accordance with the City of Renton requirements. BTS-03 EXISTING UTILITIES If, in the prosecution of the work it oecomes necessary to interrupt existing surface driinege, sewers, cnderdrains, conduit, utilitie„ or similar undorjround structures, or parts thereof, the contractor shall be responsible for, and shall take ail necessary precautions, to pm- tact and provide temporary services for same. The contractor shall at his own expense repair all damage to such facilities or structures due to his construction operations, to the satisfaction of the engineer. BTS-Page 1 t I i I SPECIAL TECHNICAL,-PROVISIONS-(CONT. ATS-13 MEASUREMENT AND PAYMENT Cont. J. Patching of Asphaltic Concrete Asphaltic concrete patching shall be measured and paid for at the applicable contract price, Per ton, as per Section 54 of the Standard Specifications, payment of which shall constitute full compensation for the resurfacing complete, including subgrade preparation, preparation of and connection to existing pavements, base c^urse, tack coat, finishing, and all necessary incidental work. k. Partial Furnishing and Reinstallation of Existing Water Services The furnishing of the fittings and pipe necessary, and the reinstalla- tion of the existing water services shall he paid for at the applicable unit price for each, in place, comolete, which small constitute full compensation for the individual water service as detailed on the improvement plans and in conformance with all manufacturers installa- tions. The Contractor shall supply all materials for the water services. The unit price bid shell include all costs to make the connection to the water main, furnish and Install the water service, and connect to the existing water meter. The unit price bid also includes all costs to adjust the existing water meter, as required. i i ATS-Page 12 SPECIAL. TECHNICAL PROVISIONS (CONT.) ATb-13 MEASUREMENT AND PAYMENT c. Partial Furnishing and Installation of Gate Valve Assemblies (Cont.) (4) 24" Butterfly Valve Assemblies shall be measured and paid for at the applicable unit price per each, in place complete, vhich shall constitute full compensation for the concrete vault, concrete valve markers, and all other necessary accessories for a complete installation. '• Note: City to supply only the 24" Butterfly Valve. d. Installation of Fire Hydrant Fire hydrants assemblies shall be measured and paid for at the appli- cable unit price per each, in place, complete, which shall constitute full compensation for tee, valve, valve box, spool, fire hydrant, shackling, installation of blocking, bracing drains, fittings, painting shacking and hydrant, guard posts, and all other necessary accessories for a complete installation. Note: City to supply only the tee, valve, valve box, spool and Fire hydrant. e. Installation of Fittln3s Fitting installat:ons shall be incidental to the contract. f. Furnishing and Instalidi, on of Concrete Blocking Concrete blocking shall be measured and pa'd for at the applicable con- tract price, per cubic yard, payment of which shall constitute full compensation for furnishing the material in place, complete. g. Furnishing and Installation of Select Trench Dackfill Select backfill shall be measured and paid for at the applicable contract price per ton payment of whicn shell constitute full compensation for furnishing and instailihfl the materia' , in place, cmplete. h. Furnishing and Installation of Crushed Rock Surfacin The furnishing and installing of all crushed rock surfacing material required in the street restoration shall be incidental tc the contract. i. Furnishing and Installation of MC Cold iiix Asphalt MC Cold Mix Asphalt shall be measured and paid for at the applicable contract price, per ton, payment of which shall constitute full compen- sation fo, furnishing and installing the materia' in place complete. ATS-Page 11 I ♦ 1 SPECIAL TECHNICAL PROVISIONS (CONT.J ATS-13 MEASUREMENT AND PAYMENT a. General Unit or lump sum bid prices for all items shall include all costs for State Sales Tax as applicable on this project, labor, equipment, material (if included), testing, relocation and modifications to a-"Aing utilities, and ill incidentals necessary to make the installation cor.,, -to and operable. " b. Installation of Water Pipe The price per lineal foot for installing of the water pipe, size and quantity listed in the bid schedule, shall constitute full compensation for the water line in place, complete, including: clearing, g9rubbing, stripping, all pavement removal, excavation, trenching, backflliing. found. tion preparation, compaction, pipe laying, jointing, fitting installations, sheeting, shoring, dewa.ering tnd excluding teaporary restoration, cement concrete and asphaltic concrete resurfacing or patching. c. Partial Furnishing and Installation of Gate Valve Assemblies (1) The 8" and smaller gate valve assemblies shall be nxesured and paid for at the applicable unit price per each, in place. complete, which shall constitute full compensation for the installation of vrlve, valve box with extensi ms, if necessary, concrete valve marker, and for all other necessary accessories for • complete installation. Note: City to supply only the valve and valve box. (2) 12" gate valve assemblies shall be measured and paid for at the applicable unit price per each, in place, complete, which shall con- stitute full compensa+ion for the concrete vault; and all other necessary accessories for a complete ir..-'.lation, inclu&+ corcrete valve marker if required. Note: City to supply only the 12" gate valve and material for the 2" bypass valve assembly. (3) 16" Butterfly Valve Assembly shall be measured and paid for at the applicable unit price per each, in place, complete, which shall consti- tute full compensation for the installation of the valve and valve boxes, as well as the furnishing and installation of concrete valve markers, if requires, and for ail other necessary accessories for a complete installs- tiosr. Note: ;ity to supply only 16" Butterfly Valve mind two cast iron tialve boxes. ATS-Page 10 µ SPECIAL TECHNICAL PROVIS10NS CONT. ATS-10 TESTING a. General Hydrostatic pressure and leakage tests on the new pipeline shall be made in accordance with applicable provisions of AWWA C600-54T or C603-64T and Section 74 of the A.P.W.A. Standard Specifications, except as modified herein. ' Ail equipment necessary to make the tests shall be furnished by the contractor and the contractor shall conduct all tests under the super- vision of the engineer. b. Pressure Test Prior to acceptance of the system, the installation shall be subjected to a hydrostatic pressure test of 250 psi, and any leaks or imperfec- tions developing under said pressure shall be remedied by the contractor before final acceptance of the system. The contractor shall provide all neressarj equipment and shall perform all work connected with the tests and conduct said tests in the presence of a Utilities Department Inspector. Insofar as practical , tests shall be made with pipe ,joints, fittings and valves exposed for inspection. c. Leakage Tests Leakage tests may be required after the pressure test has been satisfac- torily completed on the new pipeline or concurrently with the pressure test. The hydrostatic pressure for the leakage test shall be equal to 100 psi. ATS-11 DISINFECTIDN Disinfection of the new water system shall be required prior to comple- tion of the project and shall be in accordance with AWWA Specification C601-54 and Section 74 of the A.P.W.A. Standard Specifications and shall meet the acceptance of the State of Washington Department of Health. The initial concentration of chlorine in the line shall be 50 parts per million and this solution shall be held for a perioo of 24 hours. Disinfection of the entire water system installed or disturbed under this contract, including pipe, pipe fittings, valves and appur- tenances, is required to conform with the specifications stated herein. ATS-12 CLEANUP During the time that the work is in progress, the contractor shall make every effort to maintain the site in a neat and orderly condition. All refuse, broken pipe, excess excavated material , broken pavement, etc., shall be removed as soon as practicable. Should the work not be main- tained in a satisfactory condition, the engineer may cause the work to stop until the "clean-up" portion of the work has oeen one to the satisfaction of the owner and/or engineer. ATS-Prge 4 , ` t r SPEC U,L TECHNICAL PROVISIONS (CONY.) ATS-07 PIPE INSTALLATION Cont. g. Fire Hydrant Assemblies All "shackling", steel tie rods and bolts should be given a liberal coating of bituminous paint. Also, upon completion of the hydrant installation, the Hydrant shell be painted with a high visability yellow paint. The type of paint shall be approved by the Engineer prior to its application. 'lots: Only the Tea. Gate Valve, Pipe, Fire Hydrant, Gate Valve Box, and Hydrant extension will be supplied by the Cit-, h, Concrete Blocking General concrete thrust blocking shall be in accordance with Provision 02.14 of Section 74, A.P.W.A. Standard Specifications. The City of Renton Standard Detail for general blocking is bound in these specifi- cations. ATS-08 WATER SERVICES The existing water services shall remain in service during construction of the new water main and until final acceptance of the required tests on the new main. Upon final acceptance of the new main, the existing services wi`l be reinstalled or tapped into the new mein and the meter boxes relocated where necessary, or as directed by the Engineer. The shall be installed as per the City of Renton water service speCificd- tions as bound in this document. ATS-C9 RESTORATION OF SURFACES a. General Due to the fact this work is beinq performed in conjunction with the street widening project, the ewtent L:d type of restoraticn will be decided by the Engineer nr GIs deiegated representative. Basic requirements for surface restoration are as follows: Roads, ;tro+rs, driveways, shoulders and all other surfaced areas. removed. jroKen, caved, settled or otherwise damaqed due to installa- timi of the improvements covered by this contract shall be repaired and resurfaced to match the existing pavement or landscaped area as set forth in Section 54, of the A.P.W.A. Specifications. b. Temporary MC Cold Mix Asphalt MC Cold premixed asphaltic concrete shall be required in some areas for temporary patching on this project, where deemed necessary by the Engineer. ATS-Page 8 SPECIAL TECHNICAL PROVISIONS (CONT.) TS-07 PIPE INSTALLATION (Cont.) f. Vai�,es end Valve Chambers (cont. and a 2" Bypass Valve Assembly, a precast concrete vault, and a concrete valve marker. the City of Renton Standard Detail for "Precast 12" Gate Valve Chamber" and 2" bypass assembly are bound in these specifications. Valve chambers shall be in accordance with Section 76 of the A.P.W.A. Standard Specifications except as modified by details bound in these specifications. Note: Only Gate Valve and 2" Bypass Assembly materials to be supplied by the City. Contractor to supply ail other necessary materials. (3) The 16" Gate Valve Assembly shall include a 16" butterfly valve MJxW), two 8" x 24" cast iron gate valve boxes with extensions if necessary, and a concrete valve marker. Note* Only butterfly valve and 8"x24" gate valve boxes are to be supplied by City. (4) The 24" Butterfly Valve Assembly shall include: 24" Butterfly Valve (MdrMJ), a precast, concrete vault and a concrete valve marker. The Cityy of Renton Standard Details for a precast concrete Butterfly Valve Chamber are bound in these specifications. Valve chambers shall be in accordance with section 76 of the A.P.W.A. Standard Specifications -xcept as modified by details bound in these specifications. Note: Only Butterfly Valve to be supplied by the City. Contracto, to supply all other necessary materials. g. Fire Hydrant Assemblies Fire hydrant assemblies installation shall be in accordance with Section 77 of the A.P.W.A. Standard Specifications. The °ire Hydrant Assembly shall include: 12" x 6" C.I. Tee (MJ x W. 6" Gate Valve (FL x MJ), 6" C.I. Pipe Spool (PE x PE), F" NVO Fire Hydrant. (M) Connection), 8" x 24" C.I. Gate Valve Box, and 3/4" Shackle Rod with accessories, and hydrant extension where tailed for by Engineer. Fire Hydrant guard post shall be installed where deemed necessary by the City Engineer and/or shown on the construction plans. The City of Renton Standard Detail for hydrant assembly and hydrant guard posts is h:;und in these specifications. ATS-Page 7 �. 1 SPECIAL TECHNICAL PROVISIONS (CONT.) ATS-07 PIPE INSTALLATION igont. d. Speclal AnchorMe All free ends, bends, tees, laterals and any change in direction of piping shall be adequately braced and blocked to prevent movement from thrust by use of concrete thrust blocks, tie rods and Joint harnesses. Concrete thrust blocks must be poured against undisturbed ground. Thrust blocks shall be provided at all changes in direction of piping. In addition, all ,joints at bends or changed in direction, to a point at least three joints oeyond tho tangent point on either side of the bend, shall be prov' )ed with a positive locking device to prevent separation of the ,joint under full test pressure. The locking =y be accomplished by use of tie rods and ,joint harness, subject to the prior approval of the engineer. After the pipe has been ,joined, aligned and permanently bedded, the ,joints shall be drawn up to assure permanent water-tightness but not so tight as to prevent flexibility to allow for some movement caused by vibrations, expansion and contraction. All (shackling) steel tie rods and bolts should be given a liberal coating of bituminous paint. e. Connect_ions to Existing Pipe and Structures Connections to existing piping are indicated on the drawings. The con- tractor must verify all existing piping, dimensions and elevations to assure proper fit. The contractor must also provide any specials required to make a satis- factory connection. The City of Renton Utilities Department shall make connection to existing mains at the Contractor's expense. The Contrac- tor shall also be required to help the City forces with the connection at the discretion of the engineer. rho contractor shall be responsible for the protection of all existing piping and appurtenances during construction, and shall tak, care not to damage them or their protective coatings or imcair the operation of the existing system in any way. f. Valves and Valve Chambers Valve installation shall be in accordance with Section 75 , f the A.P.M.A. Standard Specifications except as modified herein. (1) 8" and smaller gate valve assemblies shall include a valve, an 8" x 24" cast iron gate valve box and extensions, and a concrete valve marker if required by the City Engineer. Note: Gate valve and 8" x 24" cast iron valve box to be supplied by the City. (2) The 12" gate valve assembly shell include: 12" gate valve (MJxMJ) ATS-✓age 6 � 1 SPECIAL TECHNICAL PROVLS-l0N5 C, ONT.) ATS-06 PIPING MATERIALS, VALVES, AND FITTINGS (Cont.) materials, valves, and fittings shall conform to A.P.W.A. Standard Speci- fications and shall be 'in accordance with the City of Renton requirements. All pipe, valves, fittings, and specials shall be for a minimum water working pressure of 150 psi or as revised by City of Renton standards, and shall conform to the requirements of the applicable sections of the A.P.W.A. Standard Specifications. r � ATS-07 PIPE INSTALLATION a. General Pipe ins.allation shall be in accordance with Section 74 of the A.P.W.A. Standard Specifications, except as modified herein. Ail buried pipe shall be laid upon prepared foundation or bedding material so that the bottom quadrant is uniformly supported throughout I ts entire length, as specified in Section TRENCH EXCAVATION, BEDDING AND BACKFILI. The average d^pth of cover for the 24 ' and 16" watermain shall be 4-0" and the trench width shall be no greater than 42". The average depth of cover for the 12" watermain shall be 4'0" and the trench width shall be no greater than 30". The average depth of cover for the 8" and smaller watermain shall be 3'0" and the trench width shall be no greater thar 30". b. Laying and Jointing Cast iron pipe and accessories shall be handled in such a manner as to assure delivery to the trench in sound undamaged condition. Particular care shall be taken not to injure the pipe lining and coating. Cutting of pipe shall be done in a neat, workmanlike manner with an approved type mechanical cutter without damage to the pipe. Jointing shall be accomplished in accordance with manufacturer's recom- mendations. c. Bends and Curves Deflection from s8raight line and grade, as required by vertical curves, horizontal curves and offsets shall not -eceed the maximum deflection per joint as recommended by the pipe manufacturer. If the alignment requires deflection in excess of the maximum recommended, special bends or a sufficient number of shorter lengths of pipe shall be used to provide angular deflections within the limits set forth. ATS-Page 5 '. 5 SPECIAL TECHNICAL PROVISIONS CONT. ATS-05 PAVEMENT RENDVAL. TRENCH EXCAVATION, BEDDING AND BACKFILL (CONT.3 e. Trench Backfill end Compaction (Cont.) tests shall be selected by the Engineer. If one or more tests do not meet the specifications as stated above, additional tests will be taken as requested by the Engineer at the Contractor's expense. (3) Subsequent Backfill: Ail subsequent backfill under street and shoulder areas s a be pTaced in lifts not exceeding 8 inches in loose depth, and each lift compacted to at least 95 percent of maximum dry density at optimum moisture contact as determined by ASTM Designation D698-58T, Method D. In-place density determination shall be made in accordance with ASTM Designation D1556-58T, except as otherwise approved by tie engineer. Testing for compactions in the improved areas shall be in accordance wtih the testing as ctated in the section on initial back- fill. (4) ,Vont: No separate or extra payment of any kind will be made for conpa on wetting, drying, water, or processing of materials, but shall be included in the applicable unit price pa . for the waterline in place, complete. f. Select Trench Backfill Select trench backfill for the pipe shall consist of crushed or naturally occurring granular material from sources selected by the Contractor. The source and quality of the material shall be subject to approval by the Engineer. Select trench backfill shalt meet requirements for bank run gravel Class "B" as outlined in Section 26-2.01 of the Standard Specifi- cations. The horizontal limits for measuring select trench backfill in place shall be the side of the excavation except no payment will be made for material replaced outside of vertical planes, 1.0 feet outside of and parallel to the barrel of the pipe and not the bell or collar. Any excavation in excess of the above requirements shalt be replaced with the native material or select trench backfill , as directed by the Engineer and at the Contractor's expense. The price per ton shall be full compensation of selecting the source, furnishing and placing the material as outlined in Section 26-2.01 of the Standard Specifications. ATS-06 PIPING MATERIALS, VALVES, AND FITTINGS All pipe sizes as shown on the drawings, and as specified herein, are in reference to "nominal" diameter, unless otherwise indicated. All piping ATS-Page 4 SPECIAL_TECHNICAL PROVISIONS CONT1 ATS-05 PAVEMENT REMOVAL, TRENC. EXCAVATION, BEDDING AND BACKFILL (CONT.) c. Excavation (Cont.) Excavation of every description, classification and of whatever substan- ces encountered within the limits of the project shall be performed to the lines and grades necessary for pipe, bedding and structures, and as indicated on the drawings. Temporary drains and drainage ditches shall be inmtalled to intercept or direct surface water which may affect the promotion or condition of the work. All excavated materials not meeting the requirements for backfill and all excess materials shall be wasted ' as specific!. No separate nor e::tra payment of any kind will he made for storing, handiing, hauling or manipulation of excavated materials. d. Foundation Preparation and Bedding Foundation preparation shall be in accordance with the applicable provi- sions of Section 73, A.P.W.P.. Standard Specifications, except that the bottom of the trench must be shaped to uniformly support the bottom quadrant of the pipe throughout its entire length. Ir case unstable or unsuitable existing material is encountered at the trench bottom, the engineer may direct the use of borrow bedding material in accordance with Section 73-2.05 of the A.P.W.A. Standard Specifica- tions. Wet trench conditions will not necessarily be considered as an indication of unstable conditions. The trench shall be de-wste-ed and an inspection mode by the Engineer to determine the suitability of the trench material. All costs for de-watering shm.11 be the responsibility of the contractor Bedding material shall be as required for Bank Run Gravel Borrow. a. Trench Backfill and Compaction (1) General: Excavated materials that are free from mud, muck, organic ma' er, broken bituminous surfacing, stones larger than 8 inches in dimension, and other debris, shell be used for backfill except where otherwise required. (2) Initial Backfill extending to a plane at least 12 inches along the crown of-T e p1 shill be hand-placed, salected excavated material free from atones, hard lumps or other material harmful to the pipe. Initial backfill shall be placeu around the ,pipe in layers not exceeding eight inches in depth, and each layer shall be thoroughly compacted by mchanical tampers to at least 95% percent of maximum dry density at o7timum moisture content as determined by Standard Proctor Compaction Test, ASTM resignation D698-58T, Method D. Ail works related to the testing of the compaction, including proctor tests and compaction den- sity tests shall be by the Contractor at his expense. Three compaction tests shall be taken on the water trench areas. The locations of the ATS-Page 3 SPECIAL TECHNICAL PROVISION (CONT.J ATS-04 CLEARING AND GRUBBING Clearing and grubbing shall be accomplished in accordance with the appli- cable provisions of Section 12 of the A.P.W.A. Standard Specifications except as otherwise provided herein. No separate nor extra payment of any kind will be made for clearing and grubbing, but will be Included in the applicable unit price bid for the waterline in place, Lomplate. ATS-OS PAVEMENT REW".L. TRENCH. EXCAVATION. BEDDINC AND BACKFILL a. General Pavement rewvai, trench excavation, backfill, foundation preparation and bedding for waterline and appurtenances shall be in accordance with the applicable provisions of Section 73, A.P.N.A. Standard Specifications, except as modified herein. b. Pavement Removal Pavement, or other street and road surfaces shall be cut only to ;ne minimum width which will permit the proper excavation and bracing of the trench, and which will allow passage of vehicular and podestrial traffic. All pavement cuts shell be made smooth, straight lines or to nearest con- struction joint, and shall be made with clean vertical faces. Remval of bituminous and concrete pavements an4 utilities shall be con- ducted in accordance with Section 52, A.P.M.A. Standard Specifications. except ss otherwise Provided herein. The contractor shall inform and satisfy himself as to the character, quantity and distribution of all pavement removal. Removal of existing pavement shall cover all types and thicknesses of pavement. The con- tract price per lineal foot for "installation of water main" shall Include full comrpensation for cutting or line drillinS, breaking and removing all types and thickness of pavement encountered in this protect. Neither separate nor extra payment of any kinu will be We for storing, handling, hauling or manipulation of removed pavement. c. Excavation The contractor shell inform and satisfy himself as to the character, quantity and distribution of 11 material to be excavated. No Payment small be made for any excavatt: material which is used for purposes other thin those designated. Should the contractor excavate below the designated lines and grades without prior approval , It shall replace such excavation with approved materials, in an approved manner and con- dition, at his cwn expense. The engineer shall have complate control over the excavating, moving, plain .bilctygofasaterielstond ion of be usedil materisi.as backfill.anAllhall unsuitab unne the suitable suite- el shall be wasted as specified. ATS-Page 2 o t SCHEME A SPECIAL TECHNICAL PROVISIONS ATS-01 GENERAL STATEMENT This section, Special Technical Provisions, is devoted to features of on-the-site conditions which are pecul'ar to the water facilities to be constructed for W-380, Talbot Road S., U.A.B. Project /8-1-102(21). Articles, and some materials, operations, or methols mentioned herein or ' indicated on the drawings as being required for the pro.!ect shall be provided by the contractor, (except material which is to be supplied by the City of Renton - see Special Provision SP-03) and he shall provide each item mentioned or indicated and perform according to the conditions stated in each operation prescribed, and provide therefore all necessary labor, equipment and incidentals necessary to made it complete and operable installation. No attempt has been made in these specifications or plans to segregate work covered by any trade or subcc tract under on- specification. Such segregation and establishment of subcontract limits will be solely a matter of specific agreement between each contractor and his subL"- tractors, and shall not be based upon any inclusion, segregation or arrangement irr, or of, these specificatiors. The Contractor and subcon- tractor in each case is warned that work included in any subcontract mey be divi.ed between several general specifications, and that each general specification or sub-head of the technical specifications may include work covered by two or more subcontracts or work in excess of any one subcontract. ATS-02 STANDARD SPECIFICATIONS All work under this contract shall in general be performed in accordance with the applicable provisions of "Standard Specifications for Municipal Public Works Construction" prepared by the Washington State Chapter, American Public Wo-ks Assocation, and in accordance with the require- ments of the City of Renton, except as other:ise amended, modified, or specified in these Special 'technical Provisions. Items of work not specifically covered in these Special Technical Provisions shall be performed in accordance with the requirements specified in the A.P.W.A. :Standard Specifications, and in accordance with the City of Penton requ i remm is. ATS-03 EXISTING UTILITIES If, iu the prosecution of the work it becomes necessary to interrupt existing surface drainage, sewers, underdrains, conduit, utilities, or similar underground structures, or parts thereof, tC.e contractor shall be responsible for, and shall take ail necessary precautions, to pro- tect and provide temporary services for same. The contractor shall at his own expense repair all damage to suc► facilities or structures due to his construction operations, to the satisfaction of the engineer. ATS-Page 1 � i R I ' I 5��•I�f��r,f $tiFt �TSK }(R..f4 El••IG l(M[R � tM 7[[ rvti > ]CURL( StRK �[R•fE CtASw` N'ft.E-�q�� f�R ay0[Sin$ NA:ti Reduced Print i 2. .�CIIAi\ 9:N —•: NYELLIR M. jQ[[ i.—�i fpR LW.6 Hw.A — _ Do Not Scale ffAE�A $YiEcTER�REtt w(t(a pa [E twkr R+a.2n 9e"�T_� STANDARp,w• [�4 I�AiION oa -EC ®( NUELLfR NAR I-T_ WATER 7E R41C t_ Vaiw i t c f {t . s ak.- NO. 4 BAR AT 8" 0.C. NO. S BAR AT 3. 0.C. NO. 3 BAR AT OPENING 2*y I 4 8" — � E30X REINF 3- 3 I/A- I/4 MESH WITH 6'B• N0. 9 BAR AT 12 " VERT. NO. 3 BAR AROUND ALL OPENINGS 40" Ir 6. „ --==—='-_=-- c pp• 5STYROFOAM 0 0, r - 0 0/ { f 25 1/2" 610" NOTE DIMENSIONS SHOWN ARE MINIMUM STANDARD DETAIL FOR 24" BUTTERFLY VALVE, VALVE FOR RG CONCMBER RETE CO.,CO.,, INC., TACOMM CCRETE A), LARGE PRECAST CONCRETE OR APPROVED EQUAL. BUTTERFLY VALVE CHAMBER 1 1 f a •. , ELEVATION VIEW PLAN VIEW (NOT TO SCALE ) !NOT TO SALE ) MATERIAL LIST (2)-SMITH-GLAIR 313, 12"x2" SADDLES ( 1)- SHTH-GLAIR 414, 2" FLEX COUPLING 3 (I)-2" GATE \ALVE (SxS) ( 0-2"x 24" GALV, IRON NIPPLE 3 (2)-2% 12" GALV IRON NIPPLE ll (2)-2"x 6" GALV. IRON NIPPLE (2)-2" GALV. IRON SO" SEND (SxS) OR APPROVED EQUAL STANDARD DETAIL FOR 2" BYPASS ASSEMBLY FOR 12" GATE SALVE ( �+ t OLYMPIC FNDRY. CASTING MS822 WITH TYPE D LID OR EQUAL , CONC. RINGS BLOCK L a OR BRICKS (TYP.) r a = r MORTAR (TYP.) 1 1 :< s r Z N i ! n ae" a" L PRECAST VAULT SHALL BE STANDARD 12" VALVE CHAMBER ( LUNDBERG CONCRETE CO. INC. TACOMA ) WITH 1- 12" ADDITIONAL SL )TION OR APPROVED EQUAL STANDARD DETAIL NOTE FOR PRECAST (DEXPANSION JOINT MAT'L CONCRETE VALVE CHAMBER (STYROFOAM) A; REO'D FOR 12" GATE VALVE (TYP) • 0 U r2" MIS FINISHED GRADE SHALL INCLUDE 1 HYDRANT EXTEN WHEN NEEDED OLYMPIC FNDRY - OR EQUAL C I ALVE Bit 6" C.I SPOOL -6" GATE E(FL•MJ) 3/4"SHACKLE RODS BLOCKING- BLOCKING II/2"WASHED GRAVEL L X" 6" TEE FL) 16" 4" CONC BLOCKING e HYDRANT .. 8 HYDRANT GUARD POSTS SHALL BE S1ATE OF WASHINGTON DEPT > OF HIGHWAYS DESIGN OF CIRCULAR 2' 2- y _ 2- J 2- PRECAST CONCRETE GUARD RAIL POSTS. J GUARD POST (TYP) 0 STANDARD DETAIL FOR HYDRANT ASSEMBLY BI HYD GUARD POSTS TABLE I FIGURE I Thrust At Fittings in Fcyndli ft TYPical Thrust Black Lecstlons Er pal " ;11 pM �t n 4 •., .r331j'f9 r—IW InO Itm s/ H6 _ IN 17W Is0 las al IM I VW Ism am MS3s 6—Is !s"W "-- InsO— Is0 no maIM mm 3 Im0 m0 NN 31W Iwo ma r—Im mm NA "- mes Ism Im 4100 ]WO Its Is0 ma E10 Hf0 NO IW r'—I00 ms0 "IC-- we am •/ IN as an UO Om rJ' - m0 "is Ilse We) Im 1 Ir— N rm I3W0 --is10 0 N ) Im MUM 166W fam ON IIWO i3900 sm O400 m0 IS100 U6W -um NIO n"— W 11600 I93M 10600 Slm Is 166W ION 113M 57M _ Ip 159M 333W00 IM x]W 6310 mlvr 'm IN 113 2NM Ix3 6130 16 60--.—I N00 26M ION 1110 1W I6W0 MOMISIW 1110 IN LOW 10600 MIN NM m0 331M 331W 116W mW If N J*W 116W INM O1U IN HWO 3960 31JW IOMO T 3m WON _I3sW 11100 HOW_ Ir'— be ANN 616W 23M_-- 117M �A In — SISM ENs 16M 13EW ., IW 3WW VION MOO I11W m0 N1W NIW H)s 166W O'— N 397W WIN WIN 14300 IN 361W 40M N300 ISM IN 610M Was Isms TOO 3W 616M HOW N300 10300 s"-- N 3s300 160s 60004) m2N IN 346W 80300 ONO HIW IN 611W H]W His 161W — IW 6630_ moo 53m0 __msW W' Sn--- W 636M IIfO 031W MOO IN 6a=M II5Oo0 111541) 366W IN 661W IsfW0 16000 311W IN I060M_ TWO, film 616M m" !0—__II60M WOW WIN 661W IW 11-' M 11f0 "IN H 0 "IN IN n90W MON "NO "IN NO IS10W mme0 II1100 Sf300 TABLE 1I Safe Bearing Loads in Lb/Sq. Ft. The safe bearing loads given in the following table are for horizontal thruste when the depth of cover over the pipe exceeds :. feet. SATE HEARING LOAD SOIL Lt. Per Sg.Ft. -Muck, peat, etc. o Scat Clay 1100O Sand 2,000 Sand and gravel 31000 Sand and gravel cmented with clay 4,000 Hard shale 101000 •In muck or peat oli thrusts are restri•nted by piles or tie rods to solid foundations or by removal of mock or peat and replacement with ballast of sufficient stability to resint thrusts. Blocking page 3 D. CAWILATION BOOATIONS Maximum operating pressure - I.S x normal operating pressure Area of concrete (A) - Throat in pounds _ _ = T Safe Bearing Load In (Pounds/og. ft.) SRI. Maximum height of thrust block (fyl = Depth of trench in feet = h 2 2 Depth of concrete thrust block (Width of trench in feet) (outside diameter f pipe in feet) 2 1 1rd I 2 Maxims length of thrust block (1h) = Area of Concrete = A Maximm Reight No Required mount of concrete (cu. yd.) _ (Height x depth x longth)xO.037t)4=(I6xltxDc)xO.03704 E. EXAMPLE 1. Prohlea: Calculation of the amount of concrete required to block s. 900 bend in An S' C.I. Watermain; the normal operating pressure in the pipe rill be 65 psi and the soil condition in the area indicates sand and gravel. 2. Solution: - Maximm operating pressure = 1.5 x 65 = 97.5 psi - Outside disaster of 9- pipe = 9.05 in. = 9.05/12 ft. - Go to Table I: The calculated maximum operating pressure is 97.5 psi, the table does not list this figure so we take the first figure in sequence being 100 psi For an B' wterpipe, having a maximum operating pressure of 100 psi, We see that the thrust on a 900 bend is 5,420 pounds. -Go to Table II: Table II gives the safe bearing load for rand and gravel: 3,000 lbs/sq.ft. -Go to Figure 1, Figure I indicates the position of the concrete for blocking the 900 bend -GO to the specifications of the project and find depth of trench (h) _ 3 feet Width of trench (W) - 3 feet With the above assmbled information We procsed t„ the final calculations: -A.ea of concrete (A) = Thrust - 5420 = 1.80 sq. ft. Safe Bearing Lout 3000 -Maximum height of thrust. bloc[ (H.) = De�Of trench = h = y 1.5 ft. 2 2 2 -Depth of concrete thrust block (Dc) Width of trench in feet (W) - 0utaide Diseeter of Pipe (d) 2 3 - 9.05/12 = 1.12 ft 2 -Maximum length of thrust block (Ion) --- Area Of Con r to = A = 1_H6-1.2 ft. Height of Conc. R, 1.50 -Required amount of concrete - (Hai ghtxDepthxLength) x 0.03704 (Mm x 1,W x Dc) x 0.03704 a (1.5 x 1.2 x 1.17) x 0,03704 = 0,074 cu.yd. blocking Page 2 1 r f STANDARD DETAIL FOR GENERAL BLOCKING CONCAETE BILICKING SIZING PROCEDURE A. GENERAI. The amount of concrete required to anchor horizontal bend,, tees, and dead ends depends on -lie strength of the soil. The methods of placing concrete to keep the joint accessible is shown it Figure I. The area in square feet of concrete which must bear against the side of the trench is found by dividing the thrust in pounds shown in Table I by the safe bearing load of the soil as shown in Table II. B. CRITERIA - The sizing procedure is for horizontal or downward thrust only. - Height of the thrust block must be equal to or less than 1/2 the depth from the ground surface to the block base. - The thrust block bearing phase is approximately rectangular. - The concrete blockinq shall be as per APMA specification 74-2.14. C. SYMBOLS d- Outside Diameter of Fipe in Feet T - Thrust in pounds at the fitting !Table 11 SAL- Safe Bearing ;,mad in pounds/sq. ft. (Table III h a Depth of trench in feet Y - Width of trench in feet A . Area of concrete which must bear against the side of the trench in sq. ft. Hm= Maximum height of the thrust block in feet Dc.= rk.pth of the concrete thrust block '� bearing surface in feet [m- Maximum length of the thrust block in feet MM D N,A h � h 1fiflp7iJ i J ps .._ .. W blocking Psgf 1 ti SCHEDULE B SPECIAL TECHNICAL PROVISIONS CDNT. BTS-Oq CRUSHED SURFACING COURSE_�1-1/4"j Crushed surfacing Course, (1-1/4"), shall meet the requirements as outlined in Section 23 of the Standard Specifications. The Contractor shall select the source, but the source and quality shall be approved by the Engineer. The price per truck cubic yard of crushed surfacing shall be full compensation for furnishing and placing crushed surfacing, (1-1/4") . BTS-10 ASPHALT CONCRETE PAVEMENT PATCH Asphalt concrete pavement patch shall be of Class "B" asphalt concrete conforming to Section 34 of the Standard Specifications and shall be 2 inches in compacted thickness. Measurement and payment for asphalt concrete pavement patch shall be at the unit price bid per ton of asphalt concrete pavement patch compacted in place. BTS-11 MEASUREMENT AND PAYMENT Unit or lump sum bid prices for all items shall include all costs for State Sales Tax as applicable on this project, labor, equipment, material, testing, relocation and modifications to existing utilities, and all incidentals necessary to make the installation complete and operable. BTS-Page 6 -w� SCHEDULE B SPECIAL TECHNICAL PROVISIONS _LCONT STS-06 SANITARY SEWER PIPE Con1Y Joints for concrete pipe shall be rolling "0" ring rubber gasket type with concrete bell and spigot cast integrally with the pipe. Sanitary sewer pipe will be measured and paid for by the lineal foot of pipe, in place, including all clearing, pavement and removal, trer, ding, pipe laying and jointing, class "B" bedding and backf1111ng with -avated r trench material. When called for by the engineer, imported select Drench backfiil will be measured and paid for under the bid item for ;elect eveneh backf111 . Where crushed surfacing and asphaltic pavement patch is specified in pavement areas, the crushed surfacing and asphaltic pavement will be measured and paid for under the bid item for crushwi surfacing and asphaltic pavement patch. BTS-07 MANHOLES Manholes shall be constructed in conformance with the plan details, Section 63 of the Standard Specifications )n+ Standard Plan 37 except as modified herein. Manhole cover_ shah to Jlympic Foundry No. 5920, 7" depth, Style C or approved equal . A minimum dnr wr ,e of 6" wiue brick shall be placed under the frame for adjustinq. rir.cl adjustment of new manhole frames and covers tc match finish pavement surface will be included as part of the bid item for the respective man- holes and no separate payment will be made therefore. Type IA5 or IB5 manhole will be constructed in its entirety and part of the Manhole, bid items. Manhole will be paid for at the unit price bid for the manhole complete in place, which payment shall be full compensation for all labor, equipment, materials, including pipe connections, adjusting frame to final grade, and all inciuental costs necessary for furnishing and placing manhole as specified. BTS-08 DROP CONNECTION TO EXISTING MANHOLE Drop connection to t.ie existing manhole shall be installed with 8" Cast Iron pipe in conformance with Standard Plan No. 43 in the Sta• aril Specifi- cations. Payment for the drop connection tO existing manhole will be at the lump sum price bid for the connection in place including all labor, equipment, materials, transportation and all incidental costs necessary to complete the work as specified. BTS-Page 5 i SCHEDULE B SPECIAL TECHNICAL PROVISIONS (CONS ' BTS-05 PAVEMENT REMOVAL TRENCH EXCAVATION, BEDDING AND BACKFILL (Cont:). e. Trench Backfill and Compaction (cont.) shall be selected by the Engineer. If one or more tests do not meet the specifications as stated above, additional tests will be taken as requested by the Engineer at the contractor's expense. (3) Subse uent Backfill : All subsequent backfill under street and shoulder areas Shall e p aced in lifts not exceeding 8 inches in loose depth, and each lift compacted to at least 95 percent of maximum dry density at optimum moisture content as determined by ASTM Designation 0698-58T, Method D. In-place density determination shall be made in accordance with ASTM Designation D1556-58T, except as otherwise approved by the engineer. Testing for compactions in the improved areas shall be in accordance with the testing as stated in the sect .n on initial back- fill . (4) Patent: No separate or extra payment of any kind will be made for comac�on, wetting, drying, water, or processing of materials, but same shall be included in the applicable unit price paid for the sewerline in place, complete. f. Select Trench Backfill Select trench backfill for the pipe shall consist of crushed or naturally occurring granular material from sources selected by the Contractor. The source and quality of the material shall be subject to approval by the Engineer. Select trench backfill shall meet requirements for bank run gravel Class "B" as outlined in Section 26-2.01 of the Standard Specifi- cations. The horizontal limits for measuring select trench backfill in place shall be the side of the excavation except no payment will be made for material replaced outside of vertical planes, 1 .5 feet outside of ano parallel to the barrel of the pipe and not the bell or collar. Any excavation in excess of the above requirements shall be replace6 0'' the native material or select trench backfi'1 , as directed by G-e cniineer and at the Contractor's expense. The price per cu. ye. shai' be full compensat!<,c of ;:-'e:'in9g the source. furnishing and placinc .tie matf�4e' Is ca•t, ne• +i ',ection 26-2.01 of the Standard Specification . BTS-06 SANITARr Sirr,F. PIPE Sanitary sewe ^'la shall be non-reinforced con.rete pipe conforming to ASTM Designation C14 Table II (Extra Strength) and Section 60-3.01A of the Standard Specifications. BTS-Page 4 r 1 1 ■ SCHEDULE 8 SPECIAL TECHNICAL_ PROVISIONS CONT. BTS-06 PAVEMENT REMOVAL1 TRENCH EXLAV_ TION BEDDING AND Snx7ILL Cont. c. Eacavation_Jcont.j the lines and grapes necessary for pipe, bedding and structures, and as indicated on the drawings. Temporary drains and drainage ditches shall be installed to intercept or direct surface water which may affect the promotion or condition of the work. All excavated materials no: meeting ' the requirements for backfill and all excess materials shall be wasted as specified. No separate nor extra payment of any kind will be made for storing, handling, hauling or manipulation of excavated materials. d. Foundation Preparation and Bedding Foundation preparation shall be in accordance wtih the applicable provi- sions of the Standard Specifications, i .cept that for the class "B" ;,eddiig. In case unstable or unsuitable existing material is encountered at the trench bottom, the engineer may direct tf,e use of foundation material In accordance with Section 51-3.03D of the A.P.W.A. Standard Specifica- tions. Wet trench conditions will not necessarily be considered as an indication of unstable conditions. The trench shall be de-watered and an Inspection made by the Engineer to determine the suitability of the trench anterial . All costs for de-watering shall be the responsibility of the contractor. e. Trench Backfill and Canpection (1) General : Excavated materials that are free from mud, muck, organic matter, broken bituminous surfacing, stones 'larger than 8 inches In dimension, and of er debris, sh l l be used for backfill except where otherwise required. (2) Initial Backfill extending to a plane at least 12 inches above the crown ooT tFi-epTpe shall be hand-placed, selected excavated material free from stones, hara lumps or other material harmful to the pipe. In'.tial backfill shall be placed around the pipe in layers not exceeding eight inches in depth, and each layer shall be thoroughly compacted by mechanical tampers to at least 95% percent of maximum dry density at optimum moisture content as d-term+ned oy Standard Procter Compaction Tect, ASTM Designation D698-58T, Method D. All works related to the testine of the compaction, ,ncluding proctor tests and compaction den- sity tests shall be by the contractor at his expense. One compaction test shall be taken on the trench area. The locations of the tests BTS-Page 3 �• 1 SCHcJULE B SPECIAL TECHNICAL PROVISIONS (CONT.) BTS-04 CLEARING Pavement, or other street and road surfaces shall be cut only to the minimum width which will permit the proper excavation and bracing of the trench, and which will allow passage of vehicular and pedestrial traffic. All pavement cuts shall he made smooth, straight lines or to nearest con- struccion joint, and shall be made with clean vertical faces. Removal of bituminous and concrete pavements and utilities shall be con- ducted in accordance with Section 52, A.P.W.A. Standard Specifications, except as otherwise provided herein. BTS-05 PAVEMENT REMOVAL, TRENCH EXCAVATIONIBEDDING AND BACKFILL a. General Pavement removal, trench excavation, backfill , foundation preparation and bedding for waterline and appurtenances shall be in accordance with the applicable provisions of the Standard Specifications, except as modified herein. b. Pavement Removal The contractor shall inform and satisfy himself as to the character, quantity and distribution of all pavement removal . Removal of existing pavement shall cover all types and thicknesses of pavement. The con- tract price sill include full compensation for cutting or line drilling, breaking and removing all types and thickness of pavement encountered in this project. Neither separate nor extra payment of any kind will be mace for storing, handling, hauling or manipulation of removed pavement. c. Excavation The contractor shall inform and satisfy himself as to the character, quantity and distribution of ali material to be excavated. No payment shall be made for any excavated material which is used for purposes other than those designated. Should the contractor excavate below the designated lines and grades without prior approval , he shall replace such excavation with approved materials, in an approved manner and con- dition, at his own expense. The engineer shall have complete control over the excavating, moving, placing, and disposition of all material , and shall determine the suita- bility of material to be used as backfill. All unsuitable material shall be wasted as specified. ilk Excavation of every description, classifi_ation and of whatever substances encountered within the limits of the project shall be performed to Ei;-Page 2 1l lx . 1*0 TEpip 4 ,i III y lilt, .a V —1, ✓� p° / • �� t' gi j{ 4# J6. ; 1 Y is Al ^ I fi i 1 I=( v ! Z � •7 P 1 T. 23 N R 5 E W h4. \ � --- --�-- -- aMOrs- Lr a..._- \ END OF PRO ECT \ CPO.T.�Tn. 433 `�9.93 - - ' \\\ \ i P.O-C. 5TA. 8 • 27. 3s-6RADY WAY O .e a ;:�, �- DO_ RA ST. (vacated� I I -� aS��1y:d i 'qi � /1� 9Q � I Y � S.R. 515 . 9 -- •--- _ BURNETT ST. ( riot optn) a sfo i hQ Pfau.•..-� i � , ' i. • O J I, f i • 1 I i !E G E N D O.Aa PROJECT 41-1-101-M Ew.tTM! P.�,3...k. yes •,f new r1i'l1167 sv •na CITY OP A£NT-6 9 �. pty R SC.II i.• �f{• « Y+tt •Ayt• tNIIF\{11.Y• Ot.At TYt YT a »�,::f• M-350 TALADT ROAR PUGET DRIVE 1e 4RADY WAV =W" pR 1. 3.IW_ pfwAl. ■ T1. 23 N. R. 5 E V! M. i a ? g C]]pp ' I ors Si'�si ttt � .' i!°-• • { s � :w�+ - lii+><fi k i.+ _ ,a,Y�3 �� 1 J {asri• ` .�= � 1 EGINNING OF ; N � _,��— _ —{ - t �) ;4t ROJEGT 5R549 .e. \` TA. +25 6T z r ! c r a II �---`... (- a :�I T ST. t TA 10 +00-P)GET . ..� iVQCQ) .� ) b / - �"}' 423 ' Q` ^a< _.,.r: ..a•[ i. _ 1 J .. d wn 'uw.r u•..r_. / .`1` D/ �. F �a•w yl. � t• O • Q A. 5Zu:3 0 a 1� r•c. w••r+o jE p _ t ter_ 100th: Ave. S. - (not open t 1 1 1 L F F N D U.A.G. PROJECT ■-Ma-M t Q ... .[ CITY Or RENTON — o•w roe : . r` rwl..•ib.. • �" ::'e: .e•[. - - WAO TALSOT 11MD • ",.rs' ' ME OR IVE bGRADT WAY k fir ' • l s`d - 19 t h ST. '. • 11Hco � S�• g 1 { K I a 1 i C s + /' 0 n ga 17th. P1. Snot open) ; W 17th.ST. S. rn U r• A m o U� 0 ; ? 16th.ST. S. - 2 > � x•xw ( rh I fto i t M •UB CY•[iY) re. iw0/.."•win.) "�- 15 h u QQ wA � U iY • wrt 00) Continued and fires perforedng 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 F surety or sureties on such bond or bonds must be duly licensed as a surety S in the State of Washington. (11) The total amount of this contract is the sum of which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "general conditions" of this contract. - IN WITNESS WHEREOF, the City has caused these presents to be signed by its i Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above written. CONTRACTOR CITY OF RENTON 14yor ATTEST: ------- i ty Clerk (7) The Contractor shall commence performance of the contract on the day of_ 19__ , and shall complete the full performance of the contract not later than 30 calendar days from said date of commencement. For each and every day of delay after the day of completion, it is hereby stipulated and agreed that the damages to the m City occasioned by said delay will be the sum of _ One Hundred Dollars • ($100.00) as liquidated damaa;s for each such day, which shall be paid by the Contractor to the City. (8) Neither the final certificate of payment nor any provision in the contract nor partial or entire use of any installation provided for by this contract shall relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor snall be under the duty to remedy any defects in the work and pay for any data;-,ne to other work resulting therefrom which shall appear withir the period of one (1) year fr.m the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects ac heretofore specified with reasonable promptness after discovery thereof. The 'ontractor and each subcontractor, if any, shall s,ibmit to the City such schedules of quantities and costs, progress schedules, payrolls, report>, estimates, records and miselianeous data pertaining to the contract as may be requested by the City from time to time (10) the Contractor shall furnish a surety bond or bonds as security for the faithful performance of the contract, including the payment >f all persons 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 sane to completion by contract or by any other method it may deem advisable, for the account and at the expense of the m Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event the City if it so elects may, without liability for so doing, take possession of and utilize in completing said contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. (4) The foregoing provisions are ir. addition to and not in limmitation of any other right: or .emedles available to the City. (5) The Contractor shall h ld and save the City and its officers, agents , servants , and employees harmless from any and all liability of any nature or kind, including all costs and legal expense incurred by reason of any work on the contract to be performed hereunder, and for, or on account of any patented or unpatented invention, process, article or appliance man-i- facture for use in the performance of the contract, including its use by the Ci ,, unless otherwise specifically stipulated in this Contract. (6) Any notice from one party to the other party unoer 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 notice as heretofore specified shall be giveo by perso..al delivery thereof or by de- positing same in the United State: mail , postage prepaid and registered. a (2) The aforesaid .m tract, entered into by the acceptance of the Contractor's bid and signing of this agreement., consists of the following documents all of which arc component parts of said Contract and as fully a part thereof as if herein st out in full , and if not attached, as if hereto attached: (a This agreement b Instruction to bidders c Bid proposal d General condit,ons e Sperifications IF Maps and plans (h Bid Advertisement for bids i Special contract provisions, if any (3) If the Contractor refuses or fails to prosecute the work or hny part there- of, with such diligence as will insure its completion within the time speci- fied in this contract, or any extension in writing thereof, or fails to com- plete said work within 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, of if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of •his contract, the City may then serve written notice upon him and Ms sun of its intention to terminate the contract, and unless within ten (1C) days after the serving of such notice, such violation or non- commpliance of any provision of the contract shall cease and sa..sfactory arrangement for the correction tnereof be made. this contract, shall, upon the expiration of said ten (10) day period, cease and determine in every resoect. In the event of any , _h .termination, the City shall 'mrediately serve written notice thereof upon the jurety and the Contractor and the surety shall have the right to take over and perform the contract, provided howe .ar, that if the surety within fifL�een (15) days_ after the serving upon it of such notice of termination does not perform the contract or does not 1 THIS AGREEMENT, made and entered into this _day of 19_, by and between THE CITY Of RENTON, Washington, a municipal corporation of the State of Washington, he r_inafter referred to as "CITY" and hereinafter referred to as "CONTRACTOR". WITNE5SETH: (1) The Contractor shall within the time stipulated, (to-wit: within calendar days from date of execution hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines , tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as UA6 8-1-102(2 V o. W-380 for improve- ment by construction and installation of: _ 24" Watermairi an(' Sanitary Sewer Extension in Talbot Road S. from S. Grady Way to Puget Drive All the foregoing shall be performed, furnished, constructed, installed, and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and the other documents hereinafter enumerated. It is agreed and stipulated that said labor, materials, appliances , machines , tools, equipment and service, shall be furnished and the constriction and installation be performed and completed to the satisfaction and approval of the City's Engineer as being in such conformity with the plans, specifications and all requirements of the Contract. 1 hit 1 w r_ , SCHEDULE OF PRICES SCHEDULE B APPROXIMATE UNIT TOTAL ITEM QUANTITY _ DESCRIPTION PRICE PRICE 0-1 150 LF Furnish and Install B" Concrete Sanitary Sewer Pipe Per L.F. (Words) (Figures) — B-2 1 EA Furnish and Install Sanitary MH Per aF eF—� 8-3 1 LS Furnish and Install Drop Connection to Existing Manhole Lu�un B-4 76 CY Furnish and Install Select Back- fill Material S Per Cu. Yd. 5-5 6 CY Furnish and Install Crushed Surfacinq Course B-6 3 TONS Furnish an(,, Install Asphalt Concrete Pavement Patch Per Yon '— Total Schedule "B" Total Schedule "A" TOTAL SCHEDULES A AND B THE UNDERSIGNED BIDDER HEREBY AGREES TO START .ONSTRUCTION WORK ON THIS PRO?ECT IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN THIRTY (30) CON- SECUTIYc" CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE: _ THIS _ DAY OF 1972. SIGNED:_ TITLE: ADDRESS: _ � 4 SCHEDULE OF PRICE", SCHEDIN.E A (Cont. (W..380) APPROXIMATE UNI1 TCgAL ITEM QUANTITY DESCRIPTION PRICE PRICE A-10 4 EA Install 8" and Smaller Gate Valve Assembly Per Each (Words) gur*s A-11 2 EA Install Fire Hydrant Assembly Per ac A-12 Sn TONS Furnish and lnstall Temporary MC Cold Mix Asphalt Restoration Per7on— A-13 10 CY Furnish and Install Concrete Blocking Peru. Y�. A-14 36DO TON Furnish and install Select lack- fill Material S — Per on A-15 70 TON Furnish and Install Asphaltic Conc. Surface Restoration I Per Ton A-16 1 EA Reinstallatior of 3/4" Water Svc. Per Each — Total Schedule "A" J`ital�r _ 3:HEDULE OF PRICES SCHEDULE A (W-380) APPROXIMATE UNIT TOTAL ITEM _QUANTITY DESCRIPTION PRICE PRICE A-1 1512 LF install 24" Ductile Iron, Class i (T.J.) Water Pipe PeT vror s puree A-2 144 LF Install '6" Ductile Iron, Class 2 (T.J.) Water Pipe Per L.F. A-3 54 L° Install 12" Ductile Iron, Class 2 (T.J.) Water Pipe — — fPer L-F-- A-4 108 LF Instp'll 8" Ductile Iron, Class 3 (T.J.) Water Pipe Per A-5 450 LF Install 6" Ductile Iron, Class 2 (T.J.) Water Pipe f Per L.F. A-6 18 LF Install 4" cast Iron (T.J.) Water Pipe Per L.F. A-7 2 EA Furnish in part and Install 24" Butterfly Valve Assembly in Cont. Vault Per Eecfi A-8 LA Install 16" Butterfly Valve Assembly S Per tac A-9 1 EA Furrish in Part and Install 12" Gate Valve Assembly vith by-Pass valve in Conc. Vault Per cat '� 4 PROPOSAL :0 THE CITY OF RENPO.; RENTON, WASHINGTON Gentlemen: The undersigned hereby certi£ that has examined the site of tho proposed work and ha rem anJ thoroug yTl�erstanJ the plans, specifications and contract governing the work embraced in this improvement, and tl 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 muh 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, anTtotal asount of bid should be shown. Show unit price both in writing and in figures.) Signature Address Names of Members of Partnership: OR Nave of President of Corporation Name of Secretary of Corporation __„_ Corporation Organized under the laws of ., With Main Office in State of Washington at _ t F �Ye WATER MAIN ADJ. AND RELOCATION IN SR 515 BEN SON lJWY V, 3 8 0 TAELE OF CONPEN;S SPECIAL PROVISIONS SECTION DESCRIPTION PACE SP-26 Construction Signs SIX-9 SP-27 Removing Traffic and Street Signs SF-9 SP-28 Construction Equipment SP-9 SP-29 Size, Weight, Load Restrictions for Motor Vehicles SP-9 SP-30 Delivery Tickets SP-10 SP-31 Waste Site SP-10 SP-32 Dust and Mud Control SP-10 SP-33 Payment to the Contractors SP-11 SP-34 Liquidated Damages :P-11 SP-35 Awarding of Contract SP-ll - TABLE OF CONTENTS SPECIAL PROVISIONS SECTION DESCRIPTION PAGE SP-Oi Description of Work SP-1 SP-02 Date of Did Opening SP-1 SP-03 Materials Supplied SF-1 SP-04 Construction Direction SP-1 SP-05 Time of Completion SP-1 SP-06 Public Liability and Property Damage Insurance SP-2 SP-07 Equal Employment Affidavit S;-2 SP-08 Fair Practices Policy SP-2 SP-09 Affirmative Action Program Sp-3 SP-10 Non-Collusion Affidavit SP-3 SP-ll Nondiscrimination in Employment SP-3 SP-12 Standard Specifications SP-3 SP-13 field Changes cP-3 SP-14 Failure to Meet Specifications SP-4 SP-15 Protection of Public and Private Utilities SP-4 SP-16 Schedu'.ing of Work SP-4 SP-17 Construction Conference SP-5 SP-18 Disputes and Litigation SP-5 SP-19 Wage Schedule SP-6 SP-20 Subcontractors SP-7 SP-21 Change Orders SP-7 SP-22 surveys SP-7 SP-23 Overtime Field Engineering SP-g SP-24 Hours of Work Sp-8 SP-25 Public Convenience and Safety SP-8 GENERAL RID & SPECIFICATION TARtE of CONTENTS Scope Ctll for Bids Vicinity Map Instructions to Bidders General Table of Contents Special Provisions,Table of Contents Technical Provisions, Schedule "A", Table of Contents Technical Provisions, Schedule "F", Table of Contents Bid Bond Form Bond to City of Renton Form Special Provisions Equal Employment Opportunity Form City of Renton Fair Practices Policy City of Renton Affirmative Act?on Program Non-Collusion Affidavit Form Certification of Nondiscrimination in Fmployment Form Minimum Wage .Affidavit Form Technical Provisions, Schedule "A" Technical Provisions, Schedule "B" Standard Detail for xneral Blocking -tandard Detail for Hydrant Assembly b Hydrant Guard Posts Standard Detail for 12" Gate Valve Concrete Vault Standard Detail for 2" By-Pass Valve Assembly Standard Detail for 24" Butterfly Valve Pre C-:st Concrete Vault Standard Detail for 3/4" and 1" Meters Proposal Form Schedule of Prices Agreement Construction Plans