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HomeMy WebLinkAboutWTR2700315 WATER MAIN INSTALLATION NE 12TH ST � � �� W-315 V - V v � d <Oils-- IL 72P C✓— PAv > Tc y - - Sc. cale 1 :.. .. IM[erenee [Jz�lit � Y FacilltY ---------i g./aavy✓c Mp tiry -1%1 -�i'�1 l/. a� / 7 I1 �Illri -- '. .t ✓.�- riff . 7Cq. z .G if(L - _ _ _ Qc- cltiJrA .=v:✓2>: sTz�rr, � \ .V c� c_ a t. „yy'R,..eference Uz,'Uity Facility .•t.,.:c�oa . __ �i, !G-3�3a • w _ _ IR i __ t � _ r ti�S.r✓ c - _ �- .��ram. a>�•.�lCl3q L 2V 7-CM- Ililct--•� � Ca^/ !7�[ cv,•ri,/ n'�lA�i•-rt -- - i>fti r. �. . .� ✓[i3/2 CiYJ+ o.Jr 77� � // J✓ �' ? t rya - r � qT .c r •:3n lw+ c ,?C•,_r�- fki ra ��.sue, ni- � G�,rJ. T i o. i1 e I Utility Facilityi Loca;,i.oa; rr— ._ oJV r-'ry of .A' ----------------- rl -- �isrzcr�ns ;;:.aorr: .—__,� i; �T/L L ..n..... c�.c �V 1 .7'Ti r,•' /3_y}^ COL7 2Al.F P f - o{ r _—.— l(i 9t.�C� e'e=!` L F, /= is _ ✓ _-----� 2.� iT. � a �.v r.t..c-n•C R�,c= .rtT ie c-f 4in� .GrlS<= A,v 7,1 sILz:TG: 0? 'roT� ik C.i ry wrs s C't L L 4e[7> C:L one scare � .rr:+v o.... w.+r. _O co T_tlfe{.sNr ,C E,aq,Az tyPvcP -- -% erence UtlUtJ FaciI1L7 Loc- a. on- Lac _ �+s j '3ul f 1 I I � eJ TM4 j pe _c ^L�/Iycc � i <</^--c�,s 1. cc_ -xt• //_- � NOW A.! I�' gllll Q �f _itl i 1151 TtJ 1 _ �'@4�.t- Tr/J /FJ r7 - � ' t ,c •r - - rfi- Nr� - r -c- - S C Naf/[./:.`- e� Tie BfOi�i?... Y _>•!. ,.a..y - r[ / S S[�.�4.• .c. .•[l.� �.I-i[• S . e=.Y?c7 Laic 7 •T/JN = S'J/f. / Cy / (c t+ /4LS' � Nt' , .�.-.� � CwYc- L✓- S -K .ci rrW, /F S r H 7 - .T de=e - Fit/ e- ° /i� Af ?-/t G 12 ' K Th/ r/J. /ti" S2 G3 07 W07ZX Sca:e i �i Reference Utility Facility Location. i T. 1 �.vry.ti. I M n•N� i � _ ly fM: lwii) ` " ♦ 1 �lf� fi. V ow L1SPEc'M is iC70iYi �.(� t csCf c'1 .mac+� c •^ C.Lr _ 1 ' - _—___._�, $f���•c:y,•T !.2• / a ^µiSS l' S � s re, Y r.t c { �. < it-� / 'T RY /� �. �/ p1 .SC e•its u TL'c•c tc S_ /`IOY� r,- !%h— .y > > cc-lie ( !1 b> r > — sl i r; w wo-,K Scale t — i P 1 1 "O erence UUUt7 Fact:.: j .2"�vwRa LocationenRMn.N I Sk -JGv c . / 3 3 iW ,•'•,'. l LL i i`i 4 RI R- Smw J �7^ F-71 ovum Ir � M� �T"iTn�1 ' I � sfn.rr yo Ili/ 9L.oF-�. — 1' :uojgrooZ Amna 1-m-nn, nova:ate . .x-z L - _ . nr .•d J "fir Vi p"aJ fY ^fpL J r __ _ _ 1 9' r• q _ _ -• 47 -- d7 ��ajy r j—"W= S}ICLTJ?dS1T st _ Weather: day 1UT;..'^P:d.IN SM:2 3L:M F*dpffient on job Z Yar2 Shovel 25 B Pynr roe �ectcr Loader a` ISvc.. .-- 2 Z :Y+a RYa^ka 'V4 -on Ilaok -- Ver.. I. Pa--1 Ursino— For"n _ - r -- 2. Ctatia Link— Operator _..- 3. iwy Gresb r-- La`r>rcr 4. Tic Allcn— Plumber --� — 5. Steve PmUi:!-- Laborer .� ■ R. Frank Ursiao— OperrLor _- 7. !.crnie haccrsoa— duck Driver — e. _ob 11,Dowll— Plumber } _ °. George Erogsteat— Laborer 0 TO- GM Perfect— Plimmber 4 II. :`ill Ting--- Oper*tAr $ ;; -- I2. Leo i..r^Pdtao� Clerator R _ SIGN: '-- All MUt made W aura d�lA �me '.. meeryma +aa�tea or •� � . I INFORMATION F.A. No. Contract No. C Ab_ ici' 1- '2 dale of tt.ntract c:A� wmirhut days calCulate' ccrep'c:•oe W>:e a Station. 1IW , 04, CNE 12T" Si' to Station 194 • ac 3t'" Began principal classes of Work: F! CLASS OF WORK DATE ROOK , ... . 'ATCR. MAIN IN%r/ft_S4110f1 J.pVfi i2sict72 _. d 2, Fill in p data on Ittfarftw Begirt each scut day .:. tap of riot there is activity on the projeet. If sow than 2 pages if needed- :. 4. Stock to FACPS. If entry is ar opmiat, so stMi. S . During excavation oFetatimis note seal, typ m conrimons. <. 6. Etter full expisnistioa of elevation changxs, le and who Was conru ted. _ 4 1.1=t tiClow prime contra,;or, subs, material suppliers, bonding company. adjoining or ox*Tlapoing - 7. On Soak of page enter equipment pnanivilig, ^tractors, federal, state, county or city personnel or utility, railway. board or commmim broken down, with sae, Capacity anti rpm, .,presentatives through Which liaison has bern made: i t: log activities of utter agetwcieX NAME AGENCY ADDRESS PNONE NO,Utilities, 18IlrOad, FRANK COL4CCIO CONSTnLACTON CO- S. List amvw Conditions to and frnra job site, material" C Progrm deviations from sci,c,uk, phintos, a, 1i18 Se"I'40 PARK Nt. 5 mnplaints, status and conditions of e6nstrnc4ctnsigt 6, stud SGATTCE wASN 9811 B DAY PA 2- 15 304> NGNT PA S-4C1i 3 IN the fWV Shia book is tounit rehWAS !o AGENT W1TW Cor4PANY VINCEALT GOLL4WO ttds (ddreu: __.___...._ NnTE ON QAG1( OF SWEET CATTACNED) . .r _ EQ`AtP"NErvT U5E0 t" PROJCCT AND 434M,,: NEt,. t ' STATE ImspetflO¢ MAW t- ME CONSTAuC7100 JA"t£S A. vJAtxiR GI-5-2%34- x- 145' '� .. CITY 1NSPECTDI2- (L�,/!MwLC_. l.. OLSFN a RE1'1ToN ,_ . _7-13-71 �uWo,_,_p¢_WwuE •. ti +h J BEGINNING FILE TI w ' — r �• r ante 7-17 -7z rec e+o�Y �o, RESMLTS OF TNG PNyTy SA••�pl-ES C.A�.6 TKE SA.wPc.6S itPoe10N t OF- zwus�r g4rwcEN _ use SON A� a -NC- Aw0 mo"Alche ' TOG SArP1..Ci it 2a0 4 * 24i Twt.e.•�l 0w w PoaToer 1 — OF Su0.1115T QffraJe®N uNtow 41n3 No 4060 13.f " A46 S& pAtt.Cp , ---------------------- _ 3 — I SIGN: All entries made by person signed abme unkm 1 otherwise indicated by other si{natwe adlece-it 21 to entry day —� �� of --- —•—�� a-h_.--_— iOC . . Pc.E.s P NGAt,Tt.! - OF SVNIET gETW�N T�_'�C6N -C*4 POATipN * 1 A=o t3V."Aut•5E I -- —__ AMID --! --, L . SNN Stir —TNwC/16 T,S1(Gn/ bN PWC►'hyy OF A* N -- �- cri AJ6 S6 j f _ I -� I _ I it 1 _ � _ A ---ice -_ �• ^-- SIGH: All enlnes m de b o y oym +fied a b� tn inatcatea by ohar;b �1 Linature Mlannt - �. f _ -- LNSP2Cij, Z.POn SKETCH 0? -Foil{ Scala 1 Lr.c.h St. �u"�'2 SwkJC2 AMO MvSCtF w1�pC 'waft oi`' E,,4 rd 2eP2wEcT .... SITG NMAmo NOrCo POT UOL#"(. IN C.cxt� .hrr gtrwwcT T7E PATr , COHrnACrQ(L WAS rNFa 2...00 To 4ALAF QON o"am — —�� ce Utility Facility Locat •7 ion : _ — // �Qy�a/�yN ,v/N•N II I I ► � I I � � I ► Am 601 I City of RFnton, Utility Dept. PR,SSURE TEST FCRH i '.later Project Name of Pruject on's test was taken by aT=• � �ro / on — .» At a pressure of __� rp PSI for '� tZ 3 r minutes. - z �3 The test "Failed" on i "Passed"_ on ' 70 Comments: F-r?, Si♦ 12 Si yY TO g�/+ I54 f$� J I I I i �, � I i I I � I II I Y City of Renton, Utility Dept. PRESSURE TEST FORM IWater Project IName of Project This test was taken by �•� ! ,(f h on At a pressure of � for,SI ' r'p P ' y � S "rtutef. The test "Failed" s' S Z on $! "Passed" /o fit' on gE9 Comments: J r�'d% '� /�.S /. /� l�l • Iin t �� fe iry�f>'. �/o Jr 5g$ 3 /F3-0I R rrYirriis�ar;_,:.rrw�f�.:�.as..�ernsY9ios(ref.?.4R8.:.Y,�E"f.IACtIa :UY rl- DSPEC-,Oas IC pon ----------------- /f Y F'J V N a:• - E�- - c 'PlPr - Scale 1 i....• - IItility Facility 7,ocatio.: : :h c ,/ A4 � k _ IxSpr-Ca1ORS mpo/2: r - .7•v..? -C'ir�. cam' i>. �-.. . /.?_tf ice... - Ow f- 9•. fin.. r.t= s . . 1 { /C s { t - � ql V. Scale 1 '.•iC.h — - iaaCe Utility Facility Location : - e i a"/H'le .�. l�l�i{L w L/ic FAA Rn, 1S to entr, - ♦rr ris t /Jr� 7[ _ : uoT;fooZ t; ng i t;TITIM — — J �t� I °ZtoS 3mom �o + _ — 7 7777 uod= oas.� W !. ;,fit. 177 4U' /.1 X2 F�sJ rY » C L AgktT WY I��C AIL —h d h'd.. Y ��.f 2(J ( t♦'3 _ <• .i _ J i l t o mil?'✓ r,I it✓ as -1.4 11f,7 4. 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'y + i ♦ f A;r f n r . :-+ -� .-.,.yf' .M/•"..✓ w,n.. ) .y ,. ♦ 4 L/ .^ e t? w .a i s',U ('n ./ '!� i s(,o Q y t ! g l•3 k .�•✓ ..i 9i- t�f •,. in/ray/ ./dm i/S sR•a.�.;a+ .S: v� � '.� l:H nj/ YJ![� r E �� h 7 •� r'r� ti.✓wN .r+''+ -%. .-ter r ...., r•� R F,. y.:r;..• �/•// .f3 �2 � At L 4. r• $uNwY date ------------- 2.1 1 �ouS -M C7ianf -- SIGN: . _ AL mtries made b7 Der* aiVed abOW urLs Otherwise indicated b7 other agnatuse adj c t 201i / 23 to miry. PEW- r ! lu�a■{o. aanlaoTs ,Wio cq w,calpm a IAWU no - + xaf� Moge yiu2n w jd .tq aPew wljiw IIY _ r--- 'S�tw�S cr• W.M, 1 - - ----------------------- N.'1?/`+178 C3'7vLS N, 7BI p1. N,�• ���� .+o ��•d car, � - alrF 6ep - ZL—OL-L tM' � Y WATER MAIN INSTALLATION NE 12T.H ST . W- 315 MIWJTE6 Ok- MEETING AT REWT0% CIT. WX-MOHDAY, 1A1d:H 27, 2972 in Atter:dances State [ri.ahway ?at,t. City Mr. John Deputy Mr. I<n Open Mr. Guido llowinna Subject: Cc::':^ral Rev,ow of State highway Proceduv,s - H.L. Sr.r;,.;et Blvd. Watormain Installation 1. City of I^nton is responsible for the hid advertisement and ctonstrue- _. tion spcclfi.ations; in ti:is respect was asked %:list should P;3 aBded to the existing Er,oCific':taons in order to ccml-ly with the nti.te Highway proce,iure,s. ' 2. Hon-Discr •:minatirn Prcvi_ions: A certification of nnn-discrimination i cu.nplyin<; with the equal opportunity rr3ulations ;must b(a a part of the I bid adver'risement and construction specifications. 1 - 3. Surveying: An inspector has to be provided on the job by the City of Renton. A state inspector has to be contacted for sta):ing: - Center line location and grade " 7 b. Cut or fill up to su:.>grade at the point of the waterline c. Culverts a ,. ccasnaction: See &tate of 9:ashington standard srccific .t:ions for road and bridgo construction, Section 2-09.s(l)r'.. h::tee Statement -f at page 110 to be chprged as follows: *Backfill that ir: part of the rc,adbed or a roadway embankment or which must 13 .-J in ♦.,adway am- I barononts shall be placed in horizontal layers net rorc than 120 thick (conpacted)....^ 5. Ridding Frocedure Steps: •e" -��• - a. City ::::ads crr.•.plete bid advertisement and constrnc'ion ,ocuments to th^ State 111ghway Departcn�. City states in c, �attct rhat thr-y ::ill po on contract. b. State .4ighway Department transmits authorization tc: go to bid to the City. e. Ridding phase for the City. .•I d. City sends three topics of t'ie eontcact bici proposac.l to tha State Highway Department. City requeste .or auttmrizaticn to go to work. o. state transmits to tl,e City an authorisatici, to ga to wor' y means of a letter. R W-3tS i March 24, 1972 To: Bert McHenry, Utilities Engineer 1. Fran: Ron Olsen, Utilities Office Engineer Subject: U.A.B. Project Me-1-102 (14) N.E. Sunset Blvd. The construction of this street widening project will require the reloca- tion of the existing watermains and the installation of new supply connection in Sunset Blv^_. N.E. from N.E. 12th St. to 138th Ave. S.E. tr+ The design of the new rain size was based on the desige requirements of the State Highway Department (20 year highway life), and the Washington survey and rating ;;urcaus, design requirement (which are a part of the ,. ` . City of Renton, Water Utilities, ordinances) a copy of which is attached. +d' Due to the design location of the new water main, where relocation of existing mains occured, the State Highway Department r.-,quested the City install the new supply cornection to save later excavation and prcvide r adequate flow. The total estimate of material on this project, tax included, is $65,979.70. (Material estimate attached.) f The total estimate for installation of the main, supply connection and tie-ins, tax included, is $50,349.60. (This fi.lure was based on 7,992 LF of installation at $6.00/LF.) nolocation of existing water services estimate is $3,800,00. Total cost of the project, tax included, is $120,129.30. The State Highway Depart- ment is providing $60,809.00. This would leave approximately $59,320.30 of the cost of the utility relocation for the City of Renton. We request the :'4B/Forward Thrust provide the $59,320.30 participating cost for work solved in relocating and providing materials for the ^tility adjust....ant necessary in this project in order to bid this work. Adjustm�nts 8nd replacement S.W. of N.E. 12th are not included in the above costs. The work involved in that area will be performed by City utility £ones and billed in accordance with normal activity billing. The need for bidding the work N.E. of N.E. 12th is due to the cost being in excess of $5,000 in materials and workr and the water utility has insufficient personnel to provide adjustments required in that area. I P",V RO+imp .r' r . EXHIBIT "A" SPECIFICATIONS AND SPECIAL CONSIDERATIONS I The work proposed under the terms of this agreement rontemplates the adjust- ment of certain City facilities, as described herein; WORK TO BE PERFORMED BY THE STATE Vertical adjustment of existing sanitary sewer manholes and water valve boxes, between SR 900 H.E.S. 139+45 to 142+45 and 168+80 to 183+85, as outlined and shown in Exhibit "B", plans. WORK TO BE PERFORMED BY THE CITY None SPECIAL PROVISIONS FOR STATE CONTRACT Specifications far the work outlined ender this agreement shall be in accor- dance with the Standard Specifications for Road and Bridqe Construction, dated 1969, and the applicable special provi:ions incorporated into the State's contract. Betterments The adjustment of the Utility's facilities, as required herein, does not ' constit-.rte a betterment, as defined in Bureau of Public Roads' Policy and Procedure 1 Memorandum 30-4, and no betterment credit is included in the estimate of cost. 1 IA - EXHIBIT "A" f '► 1 covering the irv;rease in work. :e tht event it is determined that an, change from the stat^ment of work contained in this agreement is required, approval must he secures the City prior to beginning of such work„ subject to the condition of Washington State Highway Commission Resolution No. 2224, Where the change is substantial , written vFY , } ,approval must be secured. f'� w , VI yy OTHER WORK TT The State agrees to adjust certain sanitary sewer manholes and water valve boxes, which are within the City Corporate Limits, as shown on State's contract plans, but not shown on attached exhibits and estimate of cost, IN WITNESS WHEREOF, the parties hereto have executed this agreement on the S day and year first above written, CI:4F11TO8 Tit tOr Attest: City Clerk STATE OF WASH GTON WASHINGTON S ATE HI y OMMISSION By Assistant Director for Highway Development - APPROVED AS TO FORM: 19— By Assistant Attorney General 14 GL it a _ 4 r,, engineering costs, as detailed herein. ITEM NO QUANTITY UNIT ITEM UNIT PRICE AMOUNT 1 2 Ea. Adjust Sanitary - Sewer Manholes $70.00 $140.00 2 17 Ea. Adjust Water Valve Box=s 25.00 '425.00 Subtotal 5565.00 (Estimated) 10/ Engineering S Cont. 56.50 Subtotal SE21 ,50 1 State Retail Tar. 31 ,08 a Total Estimated cost to City 5652.58 t B. The city agrees that if payment for the work is not made to the State a'r;• �' r t within 60 days after the City has been billed for [he work, the State may withhold i . any tax monies which the City is entitled to received from the Motor Vehicle Fund # ` until payment for the work is received by the State. III t ••r!: � Y LEGAL RELATIONS °• ;S 1, , •. No liability shall attach to the State by reason of entering into this e agreec:+nt except as expressly provided herein. The City hereby grants and conveys to the State the right of entry upon the immediate area in and about the City's facilities, outlined in Exhibit A, attached hereto and by this reference incorporated herein, within the right of way of the highway, for the purpose of improving and/or constructing said highway. IV r K41NTENANCE 1 The City agre s to perform normal maintenance on the completed facilities once these facilities are nut in service, and further agrees to assume full responsibili- ty for the continued maintenance of these facilities upon the completion and acceptance by the State of its contract. V CHANGES IN SluRK ` In the event unforeseen conditions require an increase in the work of twenty- ' j five per cent (25/) or more, whit" is to be accomplished in connection with the .. work f•erein proposed, this agreement will be modified by a written amendment CiC.-� r MENOMINEE In the estimate of cost. The State's liability under this section shall be contin- gent upon receiving satisfactory and acceptable bids on the proposed improvement and the subsequent award and execution of the contract therefor. Bureau of Public Roads' Policy and Procedure Memorandum 30-4, dated February 14, 1969, and amendments thereto, determine and establish the definitions and applicable standards for this agreement and payment hereunder, and said memoranda is incorporated hereby and made a part of this agreement for ail Intents and pur- poses as if fully set forth herein, The City hereby approves the plans and specifications for the accomplishment of the described adjustment and agrees, upon the satisfactory cor.pletion of the work involved, to deliver a letter of acceptance of the completed work which shall include a rei-ase and waiver of all future claims or demands of any nature result- Ing from the perfrrmance of the work under this agreement. The City may, it ' t desires, furnish an inspector to insure proper :ompliance with the City's requirements and standards during installation and adjustment of Y. their facilities. Sucr. inspection costs will be borne by the City. '..d. The State shall notify the City prior to the commencement of the work on the City's facility, ana the City agrees that its inspection work shall be done in such <. a manner as not to delay the State's Contractor in maintaining his construction schedule. The State shall provide the City with a copy of the construction schedule - as soon as one is available. Should the City fail to make an inspection within the construction period, the State's Engineer may order the State's contractor to proceed with any required operations, and the failure of the City to make such Inspection shall be considered as acceptance of the work. The State agrees to provide ail tonstrur'ion engineering, supervision and t' inspection required to complete the adjustment of the City's facilities. + 1 . PAYMENT A. The City, in consideration of the faithful perfurrance of the work to be done by the State, shall reimburse the State for the actual construction cost accumulated in accordance with the State's contract unit bid prices for the quantities actually used in the work, any necessary additional work attributed to the construction, and a pro-rated share of the State's entire construction - 2 GC - 1 A &. 3 " 14 cc HWY_& A G R E E M E N T r THIS AGREEMENT, made and entered into this J..y of between the State of Washington, acting through the Washington State Highway Commis- sion and the Director of Highways, by virtue of RCW Chapter 47. 12, hereinafter called the "State" and the City of Renton, with a local address of City Hall, 20C Mill Soi.th, Renton, Washington 980tc, hereinafter called the "City"; WHEREAS, the State is planning tie construction and improvement of State Sign Route No. 900, 115th Ave. S.r. to 138th Ave. S.E., and the planned construction under the proposed contract requires the adjustment of existing sanitary sewer manholes and water valve boxes as shown on the ex"ibits attached hereto and made a part of this agreement, and WHEREAS, it is deemed to be in the best public interest for the State to Include the necessary items of work for adjusting the City's facilities in the (((i State's construction contract proposed for the improvements of this section of State Highway, with the aareed stipulation that a credit is not due for the value of the expired service I "fe of the facilities being adjusted due to the adjustment of the facility, and WHEREAS, the Citv's facilities are City-owned utilities located on streets out- side the municipal City lir,its and the City 1 . obligated for the relocation of these facilities. NOW THEREFORE, in consideration of the terms, conditions, covenants and per- f ormance contained her a in, or attached and incorporated and made a part hereof, IT IS MUTUALLY AGF.FEO AS FOLLOWS: I GENERAL In accordance with the rurrent State of Washington Standard Specifications for Road and Bridge Construction, and adopted design standards, unless otherwise noted. the State will furnish all laoor, materials, eouipmtnt and tools required for, and do all work in adjusting all of the City facilities in accordance with, and as ,huwn on plans and me .d exhibits attached hereto and by this reference made a part of this agreement, and agraes to aSSLme the cost for the item work as outlindd ASSOCIATED SAND & GRAVEL 8 COMPANY, INC. . NRM DIVISION PU. BOA 6S610 19500 H)UTNCEP,T[R PARKWAY • TUXWILA, WASH. "IN SSAME . (Spy PURCHASE ORDER C'IflU0260 00 a own 1 Q "M I'AIS- C' LLCCI' CO PST QO... PUNT - RW, FFNTON A%%L WA I18 8600 �w wwRwR 4 I1;. GUAlBITY- __— _VNIT LSCRIIrtIQM --�----PRICE tn. MC COLD MIX TOM STANDARD MIX TOM SCHOOL MAX TOM TOPEXA MIX II TONS SHEET TOP MY `n TOMS STATS OWIPICATION COA55_& -- - TONS ASPMAST TSSAI.D SASE DAIS. SASXSION OALL S610D ASPHALT . 11tiYCM _. - I G fAW - TAX � 1 13730 � A 1 /USTMETHIS MUS SS4- CUSTOWR COPY ic. A ASSOCIATED SAND & GRAVEL 56 �' COMPANY, INC. • NFM DIVISION I.O. sox S[STO • IN"OO SOUTNCENTER PARKWAY • gJKWIE& Wi'H 901" UATTEE - (T'Tb) EA nW PURCHASE ONUEq CU[TOMLq 300260.00_4 DATE • , 24 72 JAAN� C)LUCCIC COAST 00 PUM - ! l'7L[ VA sio11• 2a0� ._ . ---------------- +w rurRAq� Ell MC COLD EEIX TOM STAWNp MIX TOM SC,M701.MIX t ! 1014 TOMM MIX TOM SHM TOP MIX---_.�`, '•__ _ _ __..—.--__ TOM STATE SMCIKEGtT" CWS_. _— TOM ASPNMT TREATED AM GALL EVALSAM — GALE. M100 AAM MT NV. R[c61 [ T 1 X 13719.. ._ . "W'SO& .' CUS7OMER COPY i } 4� F. rC ■ !"'�► ASSOCIATED SAND & O GRAVEL pr r' I COMPANY, INC. NRM DIVISION PO. 64x "170 • 1VW SOUTHCENTEF PARKWAY • TUKWRA, WASH. i6155 SEA"U • (206) ]IFSMp 1 PURCHASE CI'eT0.1" OR,,ER NO 300260 00 DAYS ►9 27 72 i4ANr CrLUCCIC CCMST CO PLANT ?'l- SfMAPD Piing AYE maim u .ATTL[ WA )e11! ISM _ ___ __ ----- MC WW AUX ' MOM STANDARD MIX TOM SCIIOOE MI% IT i TOM TOPVA MIX - ..._ TOM SNIST" MIX _ TOM STAR SSKIPICATIDN CEASE �• __ _.. „�_ TOM ASRIIMT MAND MEN MAIs. ,uEURwN MALL .saa ASN6YT A IR . 1 13709 C PANIRO ft THIS T,,Xn.T 'R CUSTCMER COPY «a A ASSOCIATED SAND S GRAVEL str COMPANY, INC. NRM DIVISION LO. eOx 88810 • 1891O SOUTNCBNTES FAAXWAY • TUKWILA, WASH. 981" WATTLE • (2M) ]46]WO - IUIICMA•t OAO6• 10260 00 IL _ DAY& 19 27 72 r } FNN. C' LLCCIC CONBt 00 Y4r PARK AVE �M -- � : ., uA ar,118 N=NON .r , RACE , e JO•MVM••HI� J 'i gpAN:.y L_ _ __... UNIi OlKytI110N MLM-Sjjj ANOY 7. } UN. MC COW MIX TON STANDAW WX TON SCHOOL WX o- ;ON& TOPEXA MIX TONS~ TO/ MIX 1 y . TON STATE USCINCATION CLA TON ASPHUT TWATW L#M .GALS. !MANSION *ALL MIN AM"MT TAX RIRIRI 13691 NET CUSTOMER COPY `� 1 A ASSOCIATED SAND & GRAVES. 5gG COMPANY, INC . NRM DIVISION P.O. BOX $8870 • IB.AO SOUIHCENIER PARKWAY • NKWIIA, WASH. 96188 SEATTLE • (206) II6m.d00 PURCHASE y/ CJ� L rE 4 1 c + Fxl Fin,Y 1 U2V0 00 Y own ' 9 17 72 1 z:: Fvl►N} C LUCCIO CONi! 00 PUNr T% rAhv PAWLArL ' IfTJN , R , WA )F11e �tMYNttA r ¢ r l3 R"y� _ ------------ _ _ __. r v QUANTITY ____� VMIT OrJCRI/TION UNIT PRICt I � ' LSS MC COED MIX TOM STANDARD MIX 1 4w f TONS SCHOOL MIX --------� EOM TOPEKA MIX TONS SHEET TOP MIX iOfd STATE SPECIFICATION CWS � j H Kfi _ _TOM ASPHALT iRFATFD MR OAAL EMULSION —_--.' _ I•g+'Tq+ OALS. 83.I00 ASPHALT V�NFCN0. X \ TAn 13687 OAODDUPAl�IKD w TICS°a CUSTOMER COPY � r ASSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION O. BOX BEBJO • I8500 SOIIMINTER PARXNAY • TLXWILA, WASH. WIB/ SEATRE • (706) 2"2f,00 O N R OBOE ' ORDC NO.__. " B P t7260 00 4 DATE B b 25 72 S' FPARM C LUCJTC EQN;S_� WANT WW, PARK AID.' r r R L f JOR RYW[R `�74 .LI!F.�.�eN".Fr.4i ClfCI11"ION �URii Pace AMOUNT_ IDS MC COLD MIX TOM STANDARD MIX i TOM sc"m MIX �.. TOM TOPFXA RHX TOM SNEET TO► MIX TOM STATE SKCIEK:ATION dAU_ .^ 100 AIRNALT TREATED BASE t QAIi. fiY1111310N GALS. W100 ASP MET TRUCK NO r RVEC YEO � SAAL" a_ I 13676 OI BY T:NRNT MUTT RI ALCOM IXD RY T:4D TN:RDT. T�fAI C IOMER COPY f i UTILITIBS PR-CONSTRUCTION CONFERENCE 116th Ave SE to 138th Ave SE, SR 900 May 18, 1972 A Utilities ?reconstruction Conference was held at the District 7 Utilities Annex at 9:30 A.M. Thursday May 18, 1972, Prior to work on the SR 900, 116th Ave, SE to 138th Ave, SE State Contract, The conference was attended by the follo•.ainr;: Dou7las Dam. Washington Natural Gas Co, Carolyn Ferguson Pacific Northwest Bell Tall. Go., Hank Nelson Pacific Northwest Bell Tole. Co. Greg Wilson "Niget Sound Poser & Light Co. Tom Trimm Puget Sound Power & Light Go. Jerry Rahner Teleprompter CATS Paul Lurioert City of Renton Ron Olson. City of Renton Jim 47alker 14SO Dist. #7 Utilities Jerry Edwards WSHD Dist. #7 Utilities Jerry Edwards started by saying that the ,,urpose of the meeting was for dis- cussion ana development of ideas to coordinate the relocation of the various utilities. He also added that there wii.l be one more conference with the State's contractor. The contract is now on AD, Bid opening will be on June 1L, with aetnal work staring about July 12. 6:o do not have reduced contract Diana yet out they will be .vailable on Friday (Tomorrow). He th-n stated that :ie has had, some requeets from the Utilities to place fac- ilitigs thr^ugh retaining, :alls and that those interested should contact the State Contractor as soon as possible and givb them the blockout d% 'igni however, i" the oesigns are not accepted by the State, the most probable recou•se will be to circumvent the xalls. Dour AAmm asked where the walls are to be locateo. Jerry pointed out the two proposed wall- on the nap exhibits, He ccntirrue4 sayinr that many will ce Lnterested in early installation of fac- ilities such as vaults a:.d si.,u_d sur-_t .-�rin:-s s o.i.- rro-os d 1oc3t.o- - for a.:.- re ew. Also s= ._ -ar_es &re _ Lced azd no .._ claced in :hase areas. :.:ese -arc' sv: CITY Of REdIjpN 1.8697 at Sta 180+25 to 181+90 (So, Side) Ri CE►y 1-8652 at Sta 128+00 to 129+50 (So. Side) MaY E� 1-6627 & 1-8726.Sta 117+10 to 118+50 (No. Sidc) 2 6 1972 Gregg Wilson asked, "What about sidewalk 11ne7" ENGINEERINGofP1 Jerry replied that in most cases the parcols extend into the proposed sicewaLcs. �Ir f -jots V" -z- 3. The ex-gasmain at Newport Avenue will be located by the Gas Company at the time of construction. 4. Frank Coluccio Construction Company will start the project approximately ten (10) days after signing of the agreement. The meeting adjourned at 3:00 p.m. 1 IS �i T�T�n A}'" > MINUTES OF MEETING AT RENTON CITY HALL. - %VdSDAY, MAY 23, 1972 AT 2200 Y.M. In Attendance Miss Carolyn Ferguson, pacific Northwest Bell Company ?' Mr. John Deputy, Washington State Highway Department e Mr. Jerry Edwards, W.S.H.D. Coordinator Mr. Jim Stalker, W.E.H.D. Inspector Mr. Douglas Datum, Washington Natural Gas Company ''" Nz. Robert puhich, City of Renton ti Mr. Ron Olsen, City of Renton Mr. Vincent Ccluccio, F. Coluccio Construction Company Mr. Guido A. CeWinne, City of Renton Subiect: Watermair, project at Sunset Blvd. N.E., SR 900, W-315 1. The starting lxatior. of the project will be at the intersection of Sun- set Blvd. N.E. and Union Ave. due•tosthe 154+48) progssing State ghway Constrto the East , and subsequ, -y to t:he West, schedule. A major area of filling will be from N.E. 12th Street through Monroe Avenue N.E. 2. The construction seat date for `h State Highway Department is determined for July 12, 1972. Inspection aid surveying of the project will be handled by the State High- way Department in coordination with the City of Fenton. A minimum or 4.5- of cover is required. The alianment will be done on the existing edge of pavement, off set fror. the new center line. Fire hydrants should be installed 5' back of the sidewalk, out of the way of construction. Fire hydrant guardposts are available if necessary. The pavement contractor is responsible for all final adjustments. The organizations] sequence of contact between the involved Parties will be: City of Renton,�____�Contractor State Ilig hway Dept. Y m /w pv' . A O Ci 'x OFFICE OF THE CITY CLERK 1REN'PON.WASMNOTON ^� R&MM MUNICIPAL BDILDDIG, R W", W.SHINGION 98055 BA 8-3310 ���b• c.nrv.°� �� ?'a� 17. 1972 Bowers Construction o 16239 Ambaum Blvd. Ste. Seattle , Wash. , 98146 Re: City of Renton Bid Award Installation 12" waterline on N.E. Sunset Boulevard from N.E. 12th Pt. to 138th Ave. S.E. Gentlemen: The Renton City Council at its regular meeting of MAY 15, 1972 has accepted the low bid of Frank Coluccio Construction Co. on the above-captioned improvement in the amount_ of $44,16B.25. A copy of the bid tabulation is enclosed for your information. Thanx you for your interest and your bid. Very truly yours, CITY OF PENTON Helmie P,. Nelson City Clerk HWN/ Enc. 1 L Of A eIV V~ OFFICE OF THE CITY CLERK KENTON.WABHINGIMN - � o MMXM MINICIPAL BUILDING, RHKTON, YASHING10N 90055 BA 8-3310 lao.. n,.. May 17, 1972 E&mond5-Stevens, Inc. P. O. Box 504 Woodinvil-e, Wash. 98072 Re: City of Renton Bid Award Installation 12" Waterline on N.E. Sunset Boulevard from N.E. 12th St. to 138th Ave. S.E. Centlemen: The Renton City Council at its regular meeting of May 15, 1972 has accepted the low bid of Frank Coluccio Construction Co. on the above-captioned improvement in the amount of $44,168.25. N copy of the bid tabulation is enclosed for your information. Thank you for your interest and your 0.d. Very truly yours, CITY OF RENTON Helmi„ W. Nelson City Clerk HWN/ Enc. 4 pF R4+�.v - A U 2 OFFICE OF THE CITY CLXRK . RENTON. WASHINGTON e RSNI'ON MUNICIPAL BDILDING, RAf1Y7N, WL9H INCION 95055 M 8-3310 �b��Gnu�d Yay 17, -')'72 Lindbrook Construction, Inc. Y.O. Box 1076 20215 64th West Lynnwood, Washington 98036- Re: City of Renton Bid Award Installation 12" Waterline on N.E. Sunset Boulevard from N.F. 12th St. to 138th Ave. S.E. Gentlemen: The Renton City Council at its regular meeting of May 15, 1972 has accepted the low bid of Frank Coluccio Construction Co. on the above-captioned imp: -. iement in the amount of $44,168.25. A copy of the bid tabulation is enclosed for your information. Thank you for your interest and your bid. Very truly yours, Cl'iY OF R£NTON , Helmie W. Nelson City Clerk c HWN/ Enc. Of AeAv U Z 0FF9CE OF ' HE L!'i :'LERK . PEN'I'ON, WASHIN07"N L po j' PENTGN MUNICIPAL FDILUING, RWffON, tlASHLNUION 98055 BA 8-3310 CAPIA, May 17, 1972 United Contractors Co. 470 South Kenyon St. Seattle, Washington 98108 Re: City of Renton Bid Award Installation 12" Waterline on N.E. Sunset Boulevard from N.E. 12th St. to 138th Ave. S.E. Gentlemen: The Renton City Council at its regular meeting of May 15, 1972 ha- accepted the low bid of Frank Coluccio Construction Co. on the above-captioned improvement in the amount_ of $44,168.2G A copy of the bid tabulation is enclosed for your information. Thank you for your interest and your bid. Very truly yours, CITY OF PENTON Helmie W. Nelson City Clerk HW14/ Enc. i, `:ay 17, 1972 Frank Coluccic Construction Co. 7778 Steward Par% Ave. So. Seattle, Wash. 98119 Re: City of Menton Bid Opening Yay 3, 1972 Installation 12" D.I. Watermain N.G. Sunset B1vO... frcr h.L. 12th st. to 138t1h Ave. S.E. Gentleuier. The Renton City Council nas accepte(i your low bie in the amount of 544,16E .25 et its regular meeting of !'ay 15, on the above-captirnr ,d improvement. Please f.urnian undatec> psrfornance Lond and rneceatsavi insurance along with copy cf your state contractor's license. Very truly yours, CITY OF REN'TON W, licLfiie W. I.elson City Clerk EtWN/m 4 �T 'i CN i -3- B. Construction: (cont.) - Traveled roadways should be hot patched. - Open cuts are allowed, no boring is required. - All open cuts across concrete pavements...should be restored with a one foot (11) layer cf cement concrete up to finished elevation, supported by a 2" layer of IV crushed rock. - Select trench backfill must be measured by "tons." - Testing and backfill are at the discretion of the State Highway Department. - The contractor is responsible for any restoration or patching. - Staging may be required as necessary with respect to contract. 9. Traffic Control: - City of Penton should notify the King County Police Department. - The uniform traffic code - part 5 of manual should be followed. f r rE 'na 1 f r -2- 6. Billing Procedures: a. Without approval of the headquarters, the State Highway Depart- ment does not pay for material on hand, however there can be made an exception if the material is stockpiled on the job. " b. Progress Billing: Anything before the execution of the contract is pre-engineering. Billing Packed: (1) Engineering Costs: labor Transportation Office Costs (2) Contractor lay Estimates Sequence: (1) City Submits package and voucher , 4 �, (2) State Department pays within 3 weeks retaining 10% on each bill. The payment of the 10% retained from each bill submitted will occur within the year following the date on which the final bill was sub- li: P mitted. 'r A - Exceptions concerning the one year period may be instituted under "t titr certain circumstances and after a written request. , "fig r; � •• c. Billing for meter relocation should be f,erformed in accordance ' with the agreement. Breakdown: (1) Engineering (2) Crew - (3) Contractor d. Temporary restoration costs should be made incidental to the contract. e. The State Highway Department can supply an extra work order if necessary due to a mistake in plans. 7. Adding of Fire Hydrant Locations: - City has to state in a letter a request for the provision of four (4) additional future fire hydrant locations. -• State Highway Department will transmit an approval to the City. 8. Construction: " All restorations must be in campli ance with the State Highway pro- cedures and specifications. ThisStatement should be added by the City to the permit or franchise covering the watermain. 1 UA HIl77JIES OF MEETING AT RENTON CITY HALL-MONDAY, MARCH 27, 1972 In Attendance: State Highway Dept. City_ of Renton q Mr. John Deputy Mr. I:on Olsen Mr. G4ido DeWinne Subject: General Review of State Highway Procedures - N.E. Sunset Blvd. Q Watermain Installation 1. City of Penton is responsible for the bid advertisement and construc- tion specifications; in this respect was asked what should be added to the existing Epecifications in order to comply with the State. Highway procedures. 2. Non-Discrimination Provisions: A certification of non-discrimination R ' complying with the equal opportunity regulations must be a part of the bid advertisement and construction specifications. _ 3. Surveying: An inspector has to be provided on the job by the City o.`. venton. A state inspector has to be contacted for staking: ,; , a. Centtr line location and grade -*y> b. Cut or fill up to subgrade at the point of the waterline c. Culverts "'. . 4. Comnaction: Sce State of Washington standard specifications for road anw bridge construction, Section 2-09.3(1)n. Attention: Statement -{ at Page 110 tc be changed as follm;s: "Backfill that is part of the roadbed or a roadway embankment or which must support roadway em- bankments shall be placed in horizontal layers not more than 12" thick (compacted' .... 5. Bidding Procedure Steps: a. City sends comp:ete bid advertisement and construction documents to the State liigaway Department. City states in a letter that they will go on c�tract. b. State Highway Department transmits authorization to go to bid to the City. q. Bidding phase for the City. F d. City sends three copies of the contract bid proposal to the State Highway Department. City requests for authorization to go to r, work. e. State transmits to the City an authorization to go to work by means of a letter. r u ,',pri 1 21 , 1972 Washington State Highway Commission Department of Aighways Office of District Engineer District V 10506 N.E. 4th Struet BELLEV1E, Washington 93004 Attention: H. J. Semenock, P.C. District utilities Engineer Re: CS 171301 U SR90J 116th Avenue S.E. to 138th Ave. S.E. Waterline Relocation, City of Renton Agreement lo. 00036 Gentlemen: Enclosed are two (2) cooies of the City of Renton Bid Proposal for the watermain adjustment and relocation for N.E. Sunset Blvd (SR900) for your nsoection. The City would like your permission to proceed with the bid as submitted herewith. Yours very truly, )ack E. Nilson, P.E. Director of Engineering Ronald sin RiO:ad Utility Engineer Ene. PRE - CONS;Tv'uCTION CONFE(ZE^ICC— t-lEE TING MAY 2Z,, Ici-7 L 2.00 001 Viu6c�lJ .�ar, G<1�4 �� MA 1-(e7�C7 K-IS o /'-V OR �fi.✓ ,� �,Fou.� I,JS�-f0 °�'�t U�l. S., / -� CC¢?lp' e. J s 114;. d y1( ,... f�.. OV x THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.991156"wR _ I b AVERY GARRETT, MAYOR • DEPARTMENT OF ENGINEERING Yv '�,f9rF0 SEPIEM';�'P 1, 1 Yaa; Mt. E. L. Beckley 3517 N.E. Sunset Blvd. Penton, Washington 98055 Re: Relocation of Water Me' ur Dear Mr. Beckley: r,r Because the water mains are Leing relocated in the vicinity of N.E. Sunset Blvd. and some .1.0ditional mains installed alcnq the same route, it beccmes necee::ary to relocnce your water muter. At present you are served fon N.E. 12th Street and the new loca- tion will be along N.E. Sun:,:t Blvd. City Forces will relocate 3 .; the meter. The connection L.:om the house to the water meter will r '} be your responsibility. w Please contact Mr. Rowe at „sir Water Shop for further information. (Phone 235-2646) ,'f Very truly yours, y . Bert H. McHenry, P.E. Acting Director of Enginr,.rinq �' Richasld C. �lioughton Acting Utilities Engineer RCN spmp Y�ri7�iYr - . _.. t�Yil'i�YYN/aWrYa 4OF R'4't hx THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE SO. REN(ON,WASH.99M y AVERY GARRETT,MAYOR • DEPARTMENT Of .NGINEERING �I%SEFII .. . ..;t 1, , 71 u Mr. L. M. Johnson 12609 N.E. Sunset Blvd. Renton, Washington 98055 RE: Relocation of Water Me-.:r Dear Mr. Johnson: because the water pains are )eing relocated in the vicinity of N.B. Sunset Blvd. and some -llditional mains installed 41ong the same route, it Lassoes nece�lrry to relocate your water meter. At present you are served free N.E. 12th ::treet and the new loca- tion will be along N.E. Suns:It Blvd, City Forccs will relocate the meter. The connection Y.-am the house to the water meter will bo your responsibility. Please contact Mr. Rowe at :,it water Shop for further information. (Phone 23502646) Very truly yours, Brit B. McHenry, P.E. Acting Director of Engineering Richard C. Noaghton Acting Utilities Engineer RCH:P^P 06 1 {� IratTrrreFntE+a>trr*alrrErzruEll�v`:r9EDs. �. '. x THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AV".SO. RENTON,WASH.90056 AVERY CAFRETT,MAYOR • DEPAR IMENT Of ENGINEf RING W P +jFO iEP�J� August 1, 1972 Mr. Paul Peadshaw 12621 N.E. Sunset Blvd. Benton, Washington 980s5 Res Relocation of Water Met :r tear Mr. Readshaw: Because of the water mains b?ing relocates in the vicinity of N.E. Sunset Blvd. and some adlitional mains installed alorq the same route, it becomeE necessary to relocate your water peter. At present you are served fun N.E. 12th Street and the new loca- tion will be along N.E. Sunsort Blvd. City Forces will relocate the meter. The connection if the house to the water meter will be your responsibility. Please contact Mr. Rowe at cor Water Shol, for further information. (Phone 235-2540 Very truly yours, Bert H. Mct:enry, P.E. Acting Director of Engineering Lt 4ard C. Houghton Acting Utilities Engineer ffi' RCH:pmp M AhhP' i it is estimated that equipment costs amount to $2.00 per linear foot of pipe t4eN0 installed. The following equipment and rates arc to be used; E 38 (67 Hopco Backhoa) (a $6.25/Hr. E 35 (66 John Deere ✓hoel Ldr. w/B.hoe) P 4.50/Hr. 0 24 (62 Ford 1 1/2 T. Dump) 0 1 .50/Hr. D 29 (66 Chev. 4 yd. Dump) p 2.50/4r. C 37 (67 Chev. 3/4 T. ?ic',uo) y 0.75/Hr. C 38 (67 Chay. 3/4 T. Pickup) (d 0.75/Hr. C 39 07 ford 3/4 T. Pickup) 0 0.75/Hr. S 64 ({!-tacker Tager) P 7.75/Hr. S 72 0" Hemelite Diaphram Pump) (a 9.00/Hr. S 21 (j8 Ingarsol ` .)ca Compressor) G+> 5-DO/Hr. i The total linear feet of pipe installed . 4213 Sub Total - ($2.00) (4213) _ $8,426.00 METERS it is estimated that three hours ara required to relocate each meter. The following equipment cad rates are to be used; E37 (67 Case Const. King) (X 3.50/Hr. C37 (67 Chev. 3/4T. Pick-up) (D •75/Hr. S64 (Wacker Tamper) (, 7.75/Hr. Total cost per hour $12.00 The cost per meter = '(3) ($12.00) _ 16.00 The total number of nieters to be relocated - 28 Sub Total - ($36.00) (28) m 1 ,008.00 rt Total cost of Equipment 9,434.00 Sub Total (Materials, Labor and Equipment) - - - - - - - - - - 66,742.47 Engineering and Contingencies (a 10% 6,674.2,E Total cost to State $73,416.72 38 _ EXHIBIT "B" 1 It is estimated that labor costs amount to S4.00 per linear foot of pipe installer . The followi �aersonnel and wage rates are —Se used: Equipment Operator 11 $5.0134 Equipment Operator II 4.3558 Crewmman 1 4.3558 it 1 4.3558 (\ " 1 4.1538 " II 4.9558 C.aintonance Nan 4.1538 The total linear feet of pipe installed - 4,213 feet f Sub Total - ($4.00) (4,213) _ $16,852.00 METERS it is estimated that three hours are required to relocate each meter. The foilcwing wage rates are to be used: Crewman II P $4.9558/Hr. Crewman II 4.8931/Hr, Crewman I 4.3558/Hr. Crewman 1 4.3558/Hr. Total cost pe • hour $18.5655 The cost per watur meter = (3) a $16.5655 - $55.6965 The Total nunber of meters to be relocated - 28 Sub Total - .55.6965 x 28 - $ 1 ,559.50 Sub Total - Labor - - - $18,411 .50 - >r Overhead P 27% - - - - - - - - - - $ 4,971 .11 Labor Total - - - - - - $23,382.61 Overhead is made up as follows: 4ocial Security 5.2% Retirement 6. 1% Industrial In rance 0.97 HCGical Insurance 1 .4% Li ;, insurance 0,301 Vacation 5.5% Sick Leave 3.3% . Holiday 4 37 27.0•/ 28 - EXHIBIT "3" 1 *. 1 f MATERIALS MAINLINE AND CROSSINGS U N U TITY 'lIT ITEM COST AMOUlir 34S'. ' 75 -Be^--- a+ 9eet tie fF- - 70S -tT --tF q +— 6A I2 . A. z 14- 4,19- EA-- 96 2 ^t— f -ftiF-- ' 14. to S `3"--- .---i" dirt-tLydrants____--- _ __ Zym.4b.__.._—_ 734:98 L 1-12 i -- to c11 •, c Yana (IUgI{d) �A--34- "•�'18.-37+ s 2 EA - - (94 E„"------*L-1,4 P1.ge Ety-Tepaee 2u �'r.+:'-f+vse'-(Y-y�}fiepped-2u- tf: 4 X L'+'- C.I . Gate Valve ffager—fl.80 BO O { GAS Li r 4 a-_a II IxMJ) O cl-- full 280 LF Misc. Shackle Rod .32:01 89.60 Q 1360 CY Select Backfill Material 2.32 3, 155.20 (No Restoration) Sub total - - - - $32,766.67 METERS a 1121 Ft. 3/4" Copper Pipe .65 $ 728.65 68 Ft. I" Copper Pipc .91 61 .88 27 Ea. 3/4" Corporation Stop 4,43 97,46 1 Ea. Ill Corporation Stop 7.90 7.90 27 Ea, 3/4" Angle Stop 5.01 135.27 I Ea, I" Angle Stop 8.24 8.24 27 Ea. 3/4" Anglt Tall Piece 2.13 57.51 1 Ea. I" Angle Tail Piece 2.29 2.29 27 Ea. 3/4, Union Coupling 2.13 57.51 I Ea. 1" Union Coupling 2.48 2.48 i Sub Total - - - - - $ 1,159.19 materials Total ,$ 33,925.86 I B - EXHIBIT IV 1 SuniSsT SL40 N6 SR �'SQ ITS rN I-ST -Mw rE w PkrtT&kAL $ 32�71o1e.G7 '2, Co09 ,G4 Ip16TeuAriwn4 Lu400.4 64v✓�B-T� ff'r$,04- ZG �flo2,4S' 4 T 11d IN S MBT64% WlnffniA+_. �' I 1y 9 , Iq f 2�d53, ig' I AEort rErMS $ I 980• SG 3, 31 2 ,07 Eu�ar,sN r rie�cn� f I, OCQ • 00 (, 32 S. 53 46,742 .44 E^l1r�N0G�U ni;., a Cov r,Ncr,�vY.rG"S Co,G74. 2� Tcrc � 1 ► nl NYP,rrlrm Sr.4 or Wwrr.ryryn pPwrn..nr N•M•w M 4YLIr W.ru pq.rrrM.r M W.P M4 rMrlr M..er rWrY SM..w WATER WPYrr►ww' wrlM Mrw prwr LwLIr Tewr Wrry. on\nM w111P N GnrrP Tewr W'•y, PIMyrMr NrM gALTI PIOLOOICAL RM:II PIOl 0411.A1 YAVLNE ANAYt SIS N I. M IM.n,r..r..r....nrro•r _ I r A twrACF.MwN.4 rI•rwN Id O Mww:o Mrw+.Y•eruwr rnrr...e•I. �' •�Awrr .4r�•rr. N 1,bwrn•ALL uPn M Mw bM.M+pn rMpN T D Orr T + r M.rPr Nrr►w.wrw••r�.n/•wi ` r..,....r: nun.r M.r.wn•.M rnr.rMy/• � O Air.rY Wwrr�l/rMPMMLM•Yry 7 T ' rrw'sMi+�aM��.YY IYr�"ar•rM T E ! >.+ri"�,n.r E E ,..r.r r...-�4..m r.4....�4r E TOIL LM IeE ONLY •RWr1`YA � .II.�«"_ '�'_ '" LN.MD I r� fOR IY IISI DIRT �. TN.GTYP M NM.fr BATE cotlfcTfo.w rw RiETiL'V$e - M� 4 rs Wr ""— 0*T1COLLICTIO1.i4 N� D411 AAALV11D 4; n t.1 VIM, Le.LLMMMR rdP�m. Oq YAW PSElE(Pp p/AA_ / Y ID/IW6lR rPrM.hw.n.I COlP1 COLLl�TEO �� 1_� C_3 A.yyM,ppAA n n • • MMMMMAAAAMMMMMIt{{E{ OLLf�T{D AT ANr.O'REM 9M I NYM Of WATFR W{IEM SISTER ADDRESS SYSI EN{AODRfWE _ LOCATIpIY1RERE 9EFMllMN OOILFCTEO IrI.•riw4n YMM,Iw n,.4e.1 LOCATN)P W1rEPt{AWIf wAI fALLE[iFO nr4 rL•rw 4MM.SMr n.NSI CMLFCTEVIR, q l GOLlvcv.o.Y IN., TYPE OF �Rr gWPMgsI -,InMMnN r 1 ►YwnA TYPE OF �M ggYD IndVunN P.rv/M SYSTEM 1r)C6IwPwniry « ZI. ICemmNsrM M 'Rwdsnp SYSTEM 1f JC6IenNMty n t Cnnm/IUN r.r ] R..".cP SEND REPORT TO IPnrn FVR Nome.Adtau and Z.D COdn SEND REPORT TO (Pllnt Full NS.,Add,.,.RM ZIP CwrleI pl WASNINGTON WASHINGTON _ mr RCE TYPE i u$orlApr, 2r_)VEWI, 7f.J SIRmnq, AI P.,U wd.9(_)Coa�soon iS / r Comdn..Non a SwtF )W.I J 5V^nE, A P.Ialawd: W Ip Diwr dlnYlnq ��gA Bwrmrnrnq 1 WowZ(j Raw Wnn 3UN6w MNn E(.7 I� 1 O nYlrq 1 ARaw Wsar 3 Wear )Vod Sr_/S� Aq 9r'JHW1UPY 7(-)SL.WULn 9L,daps IfYl 5(J8 rrcn�nq 6f._JSEr"S. rwi'Y 7l jEeeywrer 9l J&IPcl1Yl I I A FOLLP!, 10 A: 'P' NTS�A LE A-r6 LOW W TO A--- ——�—�-- PREVIOUf,NONCONFORMIMOEUEE IET 17)Vn O,jNo PRE VIOU{,NON CONFORMING SAMPLE) I' ;Vn O( )Mo If YE6.GIVE PREVIOUS IF YET.GIVE PREVIOUS LAST NO �'EIXiFVI�pL r Tai 6rrnunq aar _ iT Y}TE YR'CRYq[{T sL onrr er m In' E Y Pr"3smpTwS-____—. IOW'; ;LJCEIEEN' nlwl; f- ifnnnron: C.IFiw)rlding : 1, Ala,.' 'JCNIGInnrmr, OfllRmm�; ( IFIWWrdennl L:IOIR E (Mpoofy)_ _ ..... _. I IOUWr IS II ♦SEE REVERSE SIDE FOR INTER►RETATIONSIe LSE SIDE p//Y RF9ULIS {L711 SEE REVERSE SIDE FOR INTERPRETA710N8 nALY YMYIP.SANrTARY Vf+ RAN YWL TWO VEY, GRINNING WATFR.NfM MAINS. WIN, wIrD WATER ANNE p1RATER WIN, Yr VPINPIN4 wATFN.NEW WIN{. MIL1Y _.—.—••�• MNIWI MBL /O{.p111IOMAOTAL FOPTIpYS ,n n 1 n ... ._�._ q.__ Fob rowTI0N41 TOTAL"TION5 _ E ""Tw AcloRYc r>� r 101.I FL♦Tf COUNT_,WE OIbiAIWKTOPY' TOTAL c 77 PLATE CDYNT_.___J*II I I I4UN6ATWKTOII1 Eqn wrM I ....._ VlUN{IIWE T1My 771y�. TA LRINTIEFK1011Y LI'I: 77 FSCAL COLnORN 1'!UN{AIIM KTOPY LI' •• IgCAL fAII/OMt W i� IH LMISATWKION♦ TT 7) of ._. ._. YS11rr{A rl{FKTOPr 97 f'I AINE._._.. ME ANIMNTIEFKTO"16%) wrw ._ . .,• 1 _.. 1a lMlbat!k KTob 160(L: ms,.,,. ....F w. .. ! 66orMAtIAr ACIORI )166C1 —�... ' _. .'vsU MTNATUI►NI *140 ONL/�9 RffAIVED DAWNNRI ITIO D.Stt 11EC61W0 oATt COYPLFttD M L•OLDRM{I IfE1M _.._�u�r Nw1117N IN 77 MI LOLON4s,1OWM _.. J/�,1. P rM 6rr.PF4rY I) " _u 4 .. _ . wMrP.tN4 CI ,/I ,r r. _ E Owx.rMNrr ❑ ��V// MA UMt/it, rff.I Ml+ro '• ycy - cPs41 IWATER SYSTEM COPY "w i W/,TFO 3VbIL t CCWY i • V ��_ MUNI�.:)VAi 9U � f-i'�'% NFNiGN WASti:NCfOry 98055 235. 2631 �rj :� N-315 watermain Adjusttsent 4 l Relocation - Suneet Blvd. N.E. PROGRESS ESTIMATE �s Contract CAG 1981-72 E,lrmuteNo. _.`+F"F.k� Da}e . 172`^-' Shoot of Item Descri LAST ESTIMATE THIS ESTIMATE f Unrf Knit Price _ O�untliy Total Ouanh�_ Totol 1, Install 12" D.I. Water L.P. I 3.25 6165 20,036.25 Pipe 2. Install 8" D.T. Water ! L.P. 5.00 456 2,280.00 Pipe 3. Tnstall 6" D.I. water L.F. 6.00 I 368 2,208.00 ine 4. Install 12" rate Valve EA 350.00 6 2,100.00 Assemblies 5. 1 Install 8" and smaller FA 25.00 16 j 400,00 Gate Valve Assemblies 6. i Tnstall Fire Hydrant EA 100.00 8 800.00 _ i Assemblies I 7. Furnish 6 Tnstall Fire EA 25.00 0 I ---- I Hydrant Guard Posts 8. Furnish 6 Install 2" EA 160.00 i 8 1,280.00 Blew-off Assemblies 9. Furnish a Tnstall Cu. Y4. 30.00 13 390.00 Concrete Blocking 10. 1 Purnish 6 Install Select Ton 1 1.50 1 219 328.50 Backfill Material 11. ( Furnish 6 Tnstall Con- Cu. Yd. 25.00 0 ------ crate ace 12. Furrniufnstttonaln sh 6 Install As So. Ycl'. 4.00 0 ------ tic Surface Restoration tub Total 29,8 2.75 i 46` ale axl 9 To 1 � � � 31, Lea Ot inaga� I 2/08 8 1 t Dt�t is Es mate 28,331.61 I f 1 i I 1I J FaaNWA CULucc ,o 4'0e,167- co I 1 '1'7 7$ SC-WAQ MiK A C S. SLAT�rtG� wASU. s��,4'. 1H .N e1+ Frank Coluccio Construdon Company, Inc. BEWIU, WATERMAINE, UTILITIES 1 7778 SFWARD PARK AVENUE SOUTH SEATTLE, WASHINGTON 98118 Phone PArkway 2.5706 Tuna 19, 1972 i i I City of Renton Engineering Department zoo Mill St. Attention: Mr. Eon Olson Subject: CAG 1981-72 - N.E. Sunset Blvd. Gentleman: Enclosed is the Statement of Intent to Pay Prevailing Wagon on Public Works Contract on the above project. Sincerely your@, FRANK COLUCCIO CONSTROaM CO„ IE10, rza a. Office Eiroept 1P axl i ► DEPARTMENT OF LABOR AND INDUSTRIES .luao 1, 197t Frank col"clo Coastructioe %:o., Ins. 7779 sowed Park Aveew south sesttle, wuekiostou 94,19 .w Is: I1,rn so. -� Gentlemen: � we hove boon osrifiad Ust Yoe have boom awrrd a contract re bobalf� u da of the city of Last", offlu of City Clark, Sane 104, City M11, lost". 4ashisaton 94053. This contract calla far voter Bain relocation an X. L. tuaset Boulevard O few /. L. 12tb to LUtb Av~ s- s. in "stool limb Cewty, Cameract go. JG 1991-7I. ALI wrk undar tba juriodiatiu of the Worknee'■ Conyaooetice Act se this oartraat is to to reported by your fin os/er eless/flutter 1-1 eYlab ►ea the 1971 rates of $.1934 yar wrYre Lour fsr idnetrtsl ine„ryse led $.obss roe wrksou hour for rediaal aid. LW 'w are eecluLeL a aUyyly of Cur !erne for your ye ro sls beeio *WWI bssr a Cal"" aw eartifiaatioe t►at prevailus e rr Paid tkis aontraot. Very ugly yours, says ",sous *merest Clark 11e enclosure act City of altar 77 �..fM-.M�wt`n MY.YYM.i.fk Mf �N T Doug Da-n asked about trench depth. Jerry asked ,aul the nepth of his trench. ?aul replied ei tteen inch minimum uelow sidowal.k. Duuq then inquired if it wouia oiract jury or encased. Paul saia aii airect burial is _nuicated. Jerry r en asked Oreg it ne raoe arrangements nor iodation of vaalts ai; the aar_ier meet,nr. ^rep stated that the clan to piece va,lta in the sidewalk because u. oroulems of levelin•. Jerry stated that va•ilt locations would have to be coordinated with out luminaire4drains and road scnes�c locations and that due to lirdted space neneath the videwalk the vaults may have to re n�a�ed back of walk. Paul then said he'd like to see them in oack of the sidewalk. Orel added t�3t special covers have beer, ordered to fit in the .sidewalk. Jerry indirated he would review and reply as soon as possible, Jerry Edwards then brought up tee subject of 'ranchises and permits stating that old ''SPL fra,chise No, 66 and No. 78 will expire tcis year and that SR 900, SR 901, and SR 202 in one franchise will be re-:mitten as t'aree fra,chisess SR 900 - Renton to Issaquah, 901 to SR 90 to Redmond, and SR 202 - Redmond to ?all City (Dist. #1). Jerry added that P.N.B. had a similar situation and would be handled in the same ranmer as PSPLOS. Jerry ti-F ti,at the let distribution of contact plans will be limited and, oei• ::C. had relatively little work to perform on SR 900 ac com- par_d .r ,..sera, ,hug may nct Viet a set on t .e first distribution. Doug said he ,,ee id a set 3' plans a: soon as possible. Jerry replied that we'd get hir.: at least copies of needed sher_ts until 2nd distribution, if no copies were available. Jerry Ranner, referring to crossings of SR 900, asked if these siould be done before State's construction. Jerry Edwards replied that this was prefe^able to avoid problems. Jerry Rahner asked if all hand holes are to )e in back of sidewalk. Jerry Edwards replied yes, that this was the waY Dick Reintze designed them except adjacent to retaining walls, Jerry then opened tie meeting to any other questions. ..o questions were made. He then ad4ourned the meeting. -3- 1 ♦ ti Drug Damn then stated that in 1970 .he Gas Co, submitted a plan shuwin, stub locations to the State but never heard any pore about it. Jerry said ne would check into it, Greg a.id that these unuquixvi parcels affect 3 of their vaults. Jerry asked that tr.ose interested in early construction of their vaults to resubmit new vault locations for our review. He then added "It is of interest to ?iTdB and ?SPL to note that some of phi existing poles will probably nave to be relocated arior to koing underFTound because of confliots arising due to their present location and the contractor's limited work area," Jerry t cn talked about the joint trench and that the city of Renton has in- dicated that their trench will not cross all intersections and any crossing a work will have to be negotiatedwith the City's contractor or they would have to provide theme own, (At this point Paul Lumbert and Ron Olson, with the City of Renton, arrived at the meetinr! and Jerrr brou?ht them up to date on what had been d'seussed) Jerry Rahner asked ?ail why he hadn't received a cony of their plans. Paul replied that tnis plan ",.as developed with each Utility,.and "By Others" on the ?lan means the State. Jerry- 3&dards said that he wasn't aware of this and would have to research the matter further. ?ail then stated that. he -:-ave their olans to Don 'Hoffman, State Traffic S.ngineer. Jerry commented that these street ores in s should be resolved as soon as poss�b'.e arr, that this was one of the oig;est questions we had. Paul said that '" City will not excavate across streets where : traffic systens were to be constructed by the State's contractor. Jerry asked now soon the City would be doi .', this work. Paul replied tnat it woulc .;o to bid on 'Nosday or Wednesday of next week with a two w ei, Ad. Jerry, added that an offset -ine established by the State should be completed by then. Jerry asked if then would oe doi ;,, some work on Edmonds. :ail answered.yes. Jerry continued, sayinj that there will oe many crossins.on SR 90C so the Utilities shou'_d get to ether on these. Greg asks- if we could tack about some of the other street crossings, what about Queen Ave. ^tc. Jerry re?lied saying they sno ..d contact the C,t•y of Renton on which street$ will be crossed. Jerry added that tnere may oe conflicts with existing catch basins i:nich nave -,o he resolved. Also tr.ere is one area of =suitabl material a- Sta. 168+75 to 01+00, on the South side - this will ne n the sidewalk area. Hank Nelson asked Jeriy if ne had a location a: the ooles to be moved. Jerry replied tnat ne would ae able to nee this m the contrct mane wren they am distributed. Re continued, ,In rerard to the ;,Late trench,, those interested in sharink in the State trench will nave to contact the State's Contractor. I would like a letter stating their desire to negotiate with the Contractor." -2- 1 .., .. .... , .-, a 7.r •, • WASHINGTON STATE HISHWAY COMMISSION NUMgi� L _ 0-, DEPARTMENT Gr HIGHNIAYS `^......_ w_ I l/ovenber 21, 1972 _. CC-3044 9352 j 169� -- M "oko taw w WA� SH,r+(;'ON STATE TREASURER�•�_____-- I D(4A%!lf6i NT OF HIGHWAYS City of Renton Mali Tor DEPARTMENT OF HICAMAYS 2o0 Mill South Highway Administration Building Renton, Washington 98055 Olympia, Washington 98504 DESCRIPTION - -- ___ AIAOUN, ,Progress Billing � --- -- `To reimburse the State of Washington, Department of Highways, foX costs incurred in connection with the adjustment of existing sanitary sewer manholes and water valve boxes in the area of State { Sign Route No, 900, 116th Ave. S. E. to 138th Ave. S. E. j Estimates: (detail attached) I � Group 6 $140.UO Sales Tax Paid to Contractor 7.00 147.00 $147.00 City -hare 1007. C: iIAB So2.5-,I42. 13 &3 08)- I /)F 40V271972 L;... Ift.xlwr, Apt I i i r TOTAL AMOUNT DUE t� s 441.00 l - t 1 i c N, �3 71 CITY OF RENTON —UTILITIES DEPT. TRE.ASURI:R's STUB 200 MITI Aronvo So., Renton, Washington 90055 RFNTON UTILITIFS DEPT. Phone 235-I527 PUASS R9T=H THIS STUB WITH REMITTANCE MAKE CHECKS PAYABLE TO CITY TREASURER DATE ;,��,,,;;,,r `7:. 200 Mill Avenue So., Renton, Washington 9BOSS ) n . SUNDRY SALES BILLN9 3275 SUNDRY SALES BILL N2 3275 5 411 1" AMOUNT DUE g'7J_` t'M, 26"4 Insnrct' ^. ,r I- zr- I."*'viat@T ( ' _I_IC2 .- r' -Y. �x i t b,3`W U ^ $2:7 03 +p k„ i � $27 �15 vx ie Z t� Tiz Sya i7 �3 � r �. 70 i Sot y / �: 7. i 13 C'HklTER 116. LAWS Or 1965 j CITY Or fi CL.:i,It I-Ai ION S. S.BILL No 3275 i %. 1 r CITY OF RENTON -UTIL= DEPT. TREASURER'S STUB i 200 Mill A.onue So., Renton, Wauhln94on 98055 RENTON 71TILITIES DEP'r. Phone 225-2S27 PLEASE RETURN TSI'IS STUB WITH REMITTANCE MAKE CHECI(i PAYABLE TO CITY TREASURER 200 Mi:l A•enue So., Renton, Washington 9$055 DATE SUNDRY SALES BILL SUNDRY SALES BILL � �i :3� �� r ,r •n Cii} t" L. j AMWINT DUE $27•$5 W27.?�t I p t — 997 05 CHARTER 116, LAWS OF 1465 ^ITY (;r :)cNTOIti C;E-Rr'FICATION 5 S.S.BILL x ' TREASURER'S STUB RENTON UTILITIES DEPT, PLEA" RWMN THIS VW MIRK RSNRTANC[ MAKE CHECKS PAYABLE TO CITY TREASURER 200 MiH Avenue So., Renton, Washinq}on 98055 BLtiDRY SALES BILL W .i975 r City of Renton ,. t�r:'nr-r•': D'T;nrt:-pnt i AMOUNT DUE 527.e5 Y!C W6 A ?nspac 1�;�ilsg nd vnioaciirg .,no un).c,.r;rg 120 wa* r r , at 8un.et B1vd.NF. IikB _1-1r2 (14) ?r.ject [{o, N 315 L,%bor $2 23 Fringe 27, 49 n3 $27 85 r, fyZ Ia L 3 , 1rIzl"r ' P .IYYI Y. S S.SILL 3275 � 1. 8 s r SCHEDULE OF PRICES h � (W-315) 4 F Approximate Item OuantitY Description Unit Price Total Price r 10. 3420 TONS Furnish and Install Select Backfill Matorial 11.70 Per Ton (Figures) 11. EO CU.YD. Furnish and Install Cement Concrete Surface Restoration �r t' 00 00 Per Cubic Yard 12. 160 SQ.YD. Furnisl. and install Asphaltic Concrete Surface Restoration _ S 3.10 $ S5S.0o Per Square Yard J-.btotal -7 55 �.�0 D% Sales Ta s 2 375 4S TOTAL }�9.968•'45 �� ' ` 'M UNDERSIGHFD BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT IF AWARDED HIM, WITFLN 7i ZN (10) DAYS AND TO COMPLETE THE WORK WITHIN FORTY-FIVE (45) CONSECSITIVB CALENDAR DAYS AFTER STARTING CONSTRICTION. DATES THIS DAY OF 1972 TITLE: ADDRESS e r } WNW j 'SCHEDULE OF PRICES (W-315) .. Apprbxir.ate � ; 1tps Quantity Description �.;, it Price Total Pricn ( i 1. 7200 LF Install 12" Ductile Iron, Class II, (T.J.) Water Pipe r.0O 0c .J0 Per L.F. (words) (Figures) 2. 360 LF Install 8" Ductile Iron Class II, (T.J.) Water Pipe '4 s 3.0O $ 1,080.0O � Per L.F. 3. 540 LF Install 6" Ductile Iron Class � II, IT.J.) Water Pipe _ $ .00 5 I� (02O.O0 Per LF 4. 6 EA Install 12" Gate valve Assemblies in Conc. Vault 05 A� s 2 430.00 Per Each 5. 23 EA Install 8" and Smaller Cate Valve Assemblies — 15.00 � Per Each 6. 6 EA Install Fire Hydrant Assemblies _ s 2E0.00 5 1 .54O.0O Per Each r 7. 1: EA Furnish and Install Fire Hydrant Guard Poets -. 5 2.(0.00_ 5 3)2.00 Per Each 8. 10 EA Furnish and Install 2" Blow Off Assembay (15 .OG �_I CoJ 0.00 Per Each 9. 20 N.Y . Furnish and Install Concrete Blocking S 31 ,CO (o.Z0.oO Per Cu. Yd. y PROJErT NO. UTILITIES DEPARTMENT CITY OF REfTON WORK CADER NO. WASHIN(7CN DATE SUBMITTED DATE COMPLETED DEPARTAENT DESCRIFTI'JW OF WORK 'IECESSITY WORK 70 BE DONE BYi _ City Forces O Cor.tract O!hers L� nu QUANTTTV UNIT COST AMOUNT C .1. PLUG (T•. J ) TNOPCO 2 2 EA $' C- I PLub to G" C•1. PLu` 13 E-A 4" C.i Rub I EA g . A 24• C I GATE r1AWC g Oc`"S Z(o EA 5" HV0 Flee rA'10"N T•S (M) CONN. > I (Q EA ♦•IJORAAT GH420 Pc.trS ;iU CA rlrSc. 5144C4lC %WO TOTAL COST APP,r7JED BY SUPT. OF UTILITIES DATE APPkOVED PROJECT NO. UTTLITIES DEPARTMENT rl NTY OF P.EtTCN WORK ORDER NO. WASHINCTON DATE SUBMITTED GATE COMPLETED DEPARTMENT DESCRIPTION OF WORK NECESSITY WORK TO BE DONE BYs City Forces O Contract G� Others ITEM UANTITY UNIT COST AMOUNT 2.I EA 12�X Co•, C.1. TEE ) 12" X 4" C.I WI) x F� > I EA ,r n) SE 6� I EA C 1 2EOuCE2 (Pe , tO X 12 CJ. QEOu CE2 ( Par K H), tE6� L EA 4. C.I. REDuCC2 PC < M), SLT 6) 1 EA 2 12 " C.I. 4� C" 8EN0 MJr M) ) EA 8 C.�. .2Z L 6EwO L M) �vt)) i Eq Co 2. L'.1. ¢S (3GN✓J xM) CA C.' 1. 1 ZZ—0 'BEND 4" C .I. 450 (CNO 1z CA SoUh $tCEki6 tN'U, EP� i En L" C.1. SOuO SLOE✓C CV"S, lP 3 tfn EP) EA TOTAL COST APPRO/ED FY CUPT. OF UTILITIES DATE AFPROJED — 1 " ' SOME FACTS ABOUT THE PROJECT PRIME Tri-Stole Construction Company, 3829 Bridge Way N., Seattle. CONTRACTOR. PROJECT .For District 1, State Highway Deportment:) L. H. Scheibe. ENGINEER: Project office located at 107 S. River Street, Seattle. Phone: 767-4677. PROJECT Widening the present two lane Highway 900 (Sunset Blvd.) to four lanes, plus DESCRIPTION: sections of a center, two-way left-turn lone. Installing traffic signal systems at the I lath Ave. S.E. and 138th Ave. S.E. intersections. Building retaining walls and sidewalks. Installing signs, illumination and fencing. All work will be along the existing alignment of the highway. MATERIALS: 23,545 tons, Asphalt Concrete . . . 17,412 tons, Asphalt Treated Base - - - 30,603 Cubic Yards, Roadway, Borrow and Duch Excova!ion . . . 108,509 pounds, Steel Reinforcing Bars . . . 2.540 linear feet, Asphalt Concrete Curb and Gutter . . . 13.553 linear feet of Sewer Pipe . . . 21,690 Gneor feet Special Cement Concrete Curb and Gutter . . . 23,237 square yard!, Cement Concrete Driveway and Sidewalk. (Plus numerous other material items.) UTILITIES Pacific Northwest Bell Telephone Co. AFFECTED: Puget Sound Power & Light Co. Woshingtan Natural Gas Co. Northwest Cablevis,on (THE PHONE, POWER AND CABLEVISION LINES WILL BE PLACED UNDERGROUND) TIMETABLE: Contract was awarded to Tri-Dote Construction on July 12, 1972 and actual con- struction was begun in early August. It is anticipated ?hot completion will be achieved by late summer of 1973, Comments or questions from the public regarding this project should be directed o the Project Engineer's Office, 107 S. River St., Seattle. Phone 767-4677. In case of emergency, Notify: Max Starcevieh, Tri-State Cunsvoxtion Co. ME 2-7717 a TTTTT�VA 1 is t y W y e W ` � a a ANN c e n O e so n ei ivo.z is, en s —N[ I]m 91 0 ec r man 0� Renton Interchange 11 Clry Of RENTON ADs'ISORY INFORMATION FOR: PROPERTY OWNERS . . . . BUSINESS OPERATORS . . . . RESIDENTS . . . . HIGHWAY USERS The Washington Department rd Highwots has recently awarded a contract for the reconstruction of o two ,.ule section of State Highway 900 (Sunset Boulevard) in northeast Renton. The project involvas widening the highwuy to four lanes, with o fifth, two-way left-turn lane also provided. In addir on, traffic signal systems wijl be installed at key intersections, retaining walls and sidewalks built, and fecctng. signs and Illumination will be installed. Tn-State Construction Company of Seattle was the successful low bidder on the project at $1,293,981 and has already begun early phases of the work, which is expected to be completed by late summer of 1973. The work will be done on the segment of Highwoy 900 from 116th Ave. S.E. to 138th Ave.S.E., a heavily- troveled arterial running through a populous residential and business oreo. Because the project is along the some alignment as now exists, the work obviously will cause inconvenience to both motorists using the route and to business operators and •esidents adjacent to the highway. Factors such as noise, dust, and perhaps mud will be present at times during the course of this construction. Concurrently, the City of Renton will be installing d -odified signalization system at four intersections within the project fat Harrington, N.E. 10th, N.E. 12th, and Union.) A new illumination system also will be insfa Jed by the city . - all this to be dome under the TOPICS program Traffic Operations Program To Increase Capacity and Safety.) This city project, to cost approximately $135,000, will receive Federal aid through the U.S. Department of Transportation, w•th Federal participation being roughly tw_ ids of the test. Also wlthir the limits of, or adjacent to, the project, relocation of utility lines will involve facilities f Pacific Northwest Bell Telephone Co., Puget Sound Power & Light Co., Washington Notwol Gas Co., and Northwest Cubleyis.on. The State Highway Deportment, along with the City of Renton, recognizes the public will be inconve- nienced while this project is under way, but will do everything possible to minimize negative effects. The deportment and the city appreciate the patience and tiderance of those affected,and hope the improved functional and esthetic values of the reconstructed highwcy will outwwigt the temporary problems caused wh,le the job is in progress. TURN PAGE OVER FOR FURTHER INFORMATION s N.E. SUNSET BLVD. IMPROVEMENT (SIGNALIZATION 8 ILLUMINATION) SOME FACTS ABOUT THE PROJECT **' CONTRACTOR: Rainier Electric Co. , Seattle (Signalization 8 Illumination) PROJECT ENGINEER: City of Renton Robert Drews , Engineering Department 200 Mill Ave. S. , Renton, WA J8055 Phone: 226-4818 or 235-2631 PROJECT DESCRIPTION: Complete unde:•grounding of electrical and phone facilities, and improved street illumination system installation. New electronic controlled computerized traffic control system will be installed at Barrington N.E. , N.E. loth St., N.E. 12th St. and Union Ave. Considerable improvements to Water, storm sewer, and sanitary sewers will be incorporated during the con- struction period. This project is in conjunction with the State Highway Depart- ment project which will include substantial portions of widen- ing, drainage, curb work and retaininq wall constructions. UTILITIES AFFECTED: Relocation of utilities in the construction area will include teleuhone, water, power and sewer lines. TIMETABLE: Signalization and illumination contract for Sunset Blvd. was awarded to Rainier Flectric Co.-Construction is expected to start about August 28, 1972. It is anticipated that complet- ion of their contract for this project will be about June, 1973. Comrents or questions from the public regarding this portion of the project should be directed to the City of Renton Engin- eetinq office, 200 Mill Ave. S. , Renton, WA 98055 Phone: 235- 26'.1 or 226-4818 In case of emergency, please notify: Rainer Fie( ric - Bob Conrad Days - AIA .J90 Nights - "17-3740 City of Renton - Bob Drews Da'- 226-4818 or 235-2631 Nights - 242-1380 i * ti IMTER-OPPTCF, `*rMn TOa ttelmie Nelson, City Clerk PROM: Aert H. McHenry, Acting Director of Engineering PPc sunset Blvd. V.P. Contract 4 CAn 1901-72 near Helmie ! submitted herewith and recommended for payment is estimate !1 for Sunset Blvd. M.F. watermain relocation project. The amount duo the contractor, Frank Coluccio Construction Co. Tne. is $28,331.61. This is to be paid from the following accounts: U.A.B. 904 $302-542/13/63 (1 ) $ 25,498.45 P.T. 10• 4701-542/13/61 (1e) 2,03.16 $ 28,331.61 P.atimate httached. t Augnst 2, 1972 Mrs. M.O. Naas Route 21 BOX 199 E Silverto ., Oregon 97381 Re: water Service on Sunset Blvd. N.E. Dear Lira. Nava: As per our conversation on July 25th, the City would like you to install new water service to your duplex at 3426-3428 N.B. sunset Blvd. at this tf.o2. The City has installed a new 12" C.Z. water main in N.E. sunset 131wi. and cc, now offer you a fine wate- a-upl-ly. The City Ordinance requires each buildlrw to kx metered separately, and it will he less expensive to install It at this time, if done prior to the widening end paving of N.C. Sunset Blvd. by the State Highway Departt.ent. Enclosed is a water service application please sign it and return it as coon as possible. The cost of a 3/4" service is $141,.00 which is not by Or- dnance. The ewt of a 1" service is based on time and material and an as- !:sated cost of this .rite service would be $200.00. Please decide on which s:ae service you wo"ld prefer for the duplex and enclose a check for $140.00 for the 3/4" service or $)75.00 fox the 1" servioe. The additional charge if any for the 1" service will be billed on your now aacowt. Thank you. vary truly yours, Bart H. McHenry, P.E. Acting Director of Engineering Ronald i.. Olsen Utility Office Bngiaeer , y ) r ' I t It A 1 J R . ENDING FILE TITLE W. Ad f J, '�9f"If/iYYll!•f l�))N)•.j11/)��411k•-I till) V r � � Aeptamher 5, 1974 nick Houghton / !erns 01sen Sob Aerostr[m. City Hold Late er'r, on 9un4et A1vd. L.k;. !. 138th Avg. S.E. Water Main (M-315) Thare has been recent construction or. Sweet Blvd, by developers and the City should irarose a latecomer's charge on these facilities per the new City watermain ordinance. 1 have reviewed the ap^-orriste costs and oxW.qur involved in the Sunset Blvd. watermain project and have derived a front footage charge of 17.27973 for all ;xoperty frontin? on Sunset Jlvd. and 138th A-`e. 3.E. The lb-,its of this latecomer's area Jr. from Sunset Blvd. ri.E. - 9TA 116+06 to 193+05 and on 138tn hvenoe r.e. free 61+70 to 67+19. As &-scribed in the City ordinance, ell prooerties not provicu+ly assessed shall pav their ahere of the c-ility development. aA•an i .�-. .-, .. �_. w ._.�.u _.sna._����. .,ruer:W n�v.».v_,a.a..u....u.aa_.�....J.va w�a-r..�.r��i�✓ �._-x..� Y���+�1.'14wae4tia.nLuww�i� �-1! x September S. 1974 nick Boughton f %on Older. Bon Berostrom City ;laid "tecmer 'o on ::ansst Blvd. N.C. a 139th Ave. G.L. Water Main (W-311) There has Wen recent construction on, unemt Blvd. by developers and the City should impose ♦ iateoomar's charaa on these facilities Par the Mm City vate-main ordinancn. T have reviewed th.• appropriate Mato and oryenses involve" in the Sunset Blvd. vaterAain pro)act and have derived a front footage chL.--a of $7.27973 for sli property fronting on sunset Blvd. and 138th Ave. S.C. The limits if this latecomer's area ir, from bunmet Blvd. N.E. - IMA 116*r^ to 1S3_85 and on 139th Awnue S.P.. from Bl+. ` to 67.35. As de�crlt,ed in the City ordinance, all Pr'oPaY_'las not previoLi1v assessed sWl1 pay their share of ti,e utility development. alr.7 1 I N T E N O F F r C E C O R R E S P O N D E N C E Date December 28, 1973 TO Vincent Lee U.A.B. Department PROM Ronald Olsen.�U1,1litv Offirp E, g],t SUBJECT U.A.B. N8-1-102(14) - Sunset Blvd. 14. E. This is to inform ycu that the City of Renton Utility Department has purchased by warrant transfer (datli*' December 27, 1973), the ioliowing plisted materials which were purchased originally by the U.A.B. but were never used on the project. (eel Durrh♦IP O"vP/ � p,�iu v�i..: ✓',, is/,p.- .�" :� . Unit Total Item Quantity Price Price 12 x 8 C.I. Reducer (SEB) 1 Ea. �,:� , 44.10 44.10 12" C.I. Bend 450 (MJ) 1 Ea. =.'. C-62.43 62-.43 " 6" C. nd 22-1/20 1 Ea. 24.10 24.10 4" C.1. Baud 450 1 Es. %•' 16.93- 1&.95 ' 6" C.I. Plugs (MJ x TAP 2") 5 ea. '0 32d5 4" C.I. Plug MY x TAP 2") 1 Ea. �- 6�48 _L 46 Sub Total 206.21 21- 5X Salto Tax 1.0:31 TOTAL $ 246.52 If you have any other questions, please contact this office. Ronald Olsen, Utility Engineer W,.Nr � 4 N T E R O P F I C E C 0 R R E S P 0 N D E .N C 8 • Date 'November 2E. 1974 To Vincent Lee i-- FROM Ronald Olsen, Utility Office Engineer SUBJSCT U.A.B. #d8-1-102(14) - Sunset Blvd. NE This as to inform you that the City of Renton Utility Department has purchased by warrant transfer (dated December 27, 1974) the following listed materials W ich were purchased originally by the U.A.B. but were never used on the project. (Ref: Purchase Order #00146 - UAB Voucher N7) Unit Total Item Quantity Price Price 12 x 8 C.I. Reducer (SEB) 1 ea. 46.30 S 46.30 12" C.I. Bend 45" (MJ) 1 ea. 65.55 65.55 6" C.I. Bend 22-112" 1 ea. 25.30 25.30 4" C.I. Bend 45" 1 ea. 17.80 17.80 61I C.I. Plugs (MJ x TAP 2") 5 ea. 10.95 54.75 4" C.I. Plugs (MJ r. TAP 2") 1 ea. 6.80 6.80 Subtotal $216.50 5% Sales Tax 10.83 TOTAL S°27.32 If you have any other questions, please contact this office. Ronald sen, ti ity Engineer RO:ed • 1 - .. ...n -•-'I �.r.Y�-.1.MM�YYI1���Iq VIrI�,Yr�M b14,--L.IIY IM rP HIV M..1 a114•i MY,•11.�'MN u. ''YP� November„28, 1973 ' TO: Cwan MlrLbull, Finance Director VMHt Ronald Olsen, Utility Office Engineer Water Projoct 3154"�sunset Blvd. d.E..,(SR 900) j Water Main Relocation Ocean, Attached herewith is a check in the amount of $1,592.85 which represents an overpsymenb of sales tax on the installation of the water main by the Frame Coluccio Construction Co. This money was origi .11y paid out of the following accounts: 90% U.A.B. 302/542/13/63 (18) $ 1,433.56 ' ti 10% F.W.T. 301/542/13/63 (18) 159.29 /�$ 1,592.85 } This money shou_d be placed back in t)te 6aloe-eecovnis as shown above. ; • R1q:{mp cc: Ted Bennett f .. � •II/Y• ..I/.MII-M'IM/NI.H-1�IVM.�fYN1/FMMnf N.I/MIIMwYMw�'W+.1 .NNarIINI/NIMI/ I NI. INI' FIf% I ►I I. I1 I KI N If IN. IN I, (IN \ W-315 Watermair. Adjustment and Relocation N.G. Sunset Blvd. - PEOGRE` ` Wlf wont,act CAL; 1981-72 F .t,mote No -. !INnL Dote .--12-1742- Sheet-.Lof .-�_ LAST_ ESTIMATE _ THIS ESTIMATE Item - Description unit Unit Price---- -- I---- ! _ - Quantity, Total -, Quantity p - -� I. Install 12" D.t. water Pipe L.F, 3.?5 6165 ,036.?S 7,130 23,335.00 Tttstali 8" D.I. Water Pipe L.F. 5.00 :5F --_--- � 10?80.00 399 1 945.00 3. lttatall 6" D.I. Natet Pipe L.F. 6.00 368 ?,?08.00 �- 649 3 694.00 -- -- - 6.0 _.-.3 -- - --- 4. Install 12" Gate Valve t.A 1350.00 f 6 ?,100.00 6 2,100.00 Assemblies i 5. lust 11 8" and smaller Cate FA ?5.00 16 400.00 19 475.00 Valve Assemblies ' 6. Install Fire Hydrant CA 1 100.00 t 8 I 800.00 lU 1 000.00 Assemblies ! _. I , 7. Furnish & Install Fire Itydrant ! FA 25.00 0 I ------- 0 0 Guard Posts 8. ! Furnish & Tnstall ^" Slow-off I FA 160.00 R 1,280.00 j 14 F 2.240.00 ! Assemblies 9. Furnish & Install Concrete ! C11. YDj 30.00 11 390.00 16 480.00 10. tBlocking Furnish & Install Select Back- I TOY 1.50 ?19 328.50 219 528.50 fill Material ! il. Furnish & Install Concrete ; CU. l^), ?5.00 I 0 ------- 0 0 Surface Restoration 12. Furnish & Instsil Asphaltic ! Sri. YDi 4,00 0 -----'- 166 664.00 ! I Surface Restoration I C,O. Furnish F, Install Asphalt SQ. � 3_00 0 _______ ! 226 1,808.00 ! i11 ( Surface Restoration 12" ! , thick in lieu of Item all I C.O. • Change order Sub Total S 38,269.50 53 Sales Tax 1,913.48 Sub Total 40,182.98 j Less 10% Reta�nage 3,826.95 i I Sub Total 36,356.03 � 1 , Less Amount Previously Paid ' S 28.331.11 Contraztor: j I! V. Frank Coluccic Construction Co. inc. Amount this Estimate 8,024.42 -�' 7778 Seward Park Ave. S. Seattle, WA 98118 II , ( i f � � � 1 j i ! 'N.l FL 325 Contrast No. C.A.G. 14frl -7 Z Nov. 1D/14;'70 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT To: Excisa Tax Division Date: a&G 11 1477_ Audit Section Tax Commission Olympia, Washington Do Not Use From: C;,ITV dF RGNroN Assigned to: (,ITY r'Iu1.l,C1 SAL IbN„-Unl(1 joo MIu- Date Assiglod: RC•�roN I,l/wKKINV roU 94us' P.W.C. Numbers Dater Gentleman: Notice is hereby given relative to the completion of contract or pro,e:t described below: Description of Contract FUL MC, S..N SI."I wk✓,7 Contractor's Name F2AN.L CcuC..lc f i..uS..QNC TOnt C,{ .NC . Contractor's Address 177'b y;;,....aio PA2K Arc. S. , 6641ra , IAS10IM6704 . 491'T Date Work Cnnmenced i J4NE 121e 1137'- Date Work Completed AR Woo to, i`•wtDate Work Accepted: Oec. ,V 'i72- op s...e17-I A Surety or Bonding Compar>y SrANLEY T. :Ccrr z CC , A(� . 1 i 2312 EFSrIAKOLGA1Tl.G , W/.G IIUW.rfrM Agents Address ,ontract Amount : 41.005'-oo Amount Disbursed : $ 3�, C3'3S(c . f7rt,e",;.. C 3• lA S. sc) Amount Retained : ; 1G `iS- Se.les Tax s I q 1 % . 4E Total 8 40i I g Z . 9v Total t 4i;1, 1 Q 2 • 9$ By Disbursing Officer - Finance Director THREE COPIES OF THIS NOTICE H ST BE COMPLETED BY THE DISDITHSING OFFICER AND MAILED TO THE DEPARTMENT OF REVFNUE AT OLYMPIAD WASHSNGTON DMKEDIATE' . AFTER ACCEPTANCE OF THE WORK Do, UNDER THIS CONTRACT. NO PAYMEbTG SHALL BE MADE FROM. RETAINED FUND UNTIL RECEEITR SAID DEPIPT OF C 0 CERTIFICATE. f w�rww..rww..r+.•-w�ww++�....w.r r...,.u...r..�....uu.... Lars ::_ f • :,,; .,•.:L:vwswak.;xsr° " "" Yi!YY1891�Yi mow...+.wr.re....... ..f.- i ..—...+v...y... 9 .,.. ....w...•: ... ....•-u.+yra....�. ••.>•. _ ,:•:y+.u.wr. • .ar-.u•B2..iin&ri, .S1MAMIMI�M..nYscnf+r�•wwM.�.�-, .�.. i 53r &0 %D. Z7.2 'Aga r F'+ / n /-/YU. 36.0 • i ? Tovo. Ia" f IpE /:i,. p rt_ •y 77. } i 96'�) 7a SD. L(am• y+PE 33, 0 rf / "/. 9(so, -aain m41• 7 4- 7/ f2� Hy0 .135 � r ' `7f' lei (�w or-F 4 evfa v rr N ,.N 'r rr, t / f $9 tow &,-- Gf} 14ta hr 16-4 �O f Y U 3H .� /1 t a. t 32 '24- COW oFF(h*)' 33. 5 J6 I- y r�s. u y t �rI Vb 32 +20 how oFF(rr HS. fit-. • 7 J i .I J ♦..•✓.�u e X• w. 4 S �♦ • � •. h .WA_ a P)Pt� T/l•rRls /o r. r l y a r �-\�) 4N(.4t PT. is sa f Mr ,n'K..'1 t i l i 1V l ) l7t� d P '� � � /s Grp Cr I �o•I GAS A/!. ON i 3 ZQ•',LL.t ►Iw•N�•w wifM••iI�IMJN rP • . P� C I T Y (, f A t N T 0 N rv0. JG'rL. DATE_ pcnU151T" TOTAL AMOUNT DEPT MAter MAlntwbame UAA 9p� VENDOR ACCOUNT e. i _ AMOUNT__ PVT 10% Pt f I& Nat,gVnrkr A..er.ly C..__ ACCOUNT AMOUNT—,_ ()TV CESCRIPTION IN DETa ;. s.atclA. rA as 420.00 _ -236.00 ❑ PURCHASING TO ORDER _ AUTH RY � r ' q • . .. w..... • rr..rN.Hr�rrM UkU�rr.Ir�••rr lw.L��4v..Na..r✓. ... .. ..» .... . •.r.. r .IrY�.r.rrrrYlrrl.••�IMrr►YIM1H• t i CITY OF RENTON— UTIL= DEPT. 200 Mid Arenwo Sc., Ronfon, Washingfon 96055 Phon• 235-3577 DATE , _. - �,„r 7�- _ ;v^ SUNDRY SALES BILL N2 3320 r licholas -:asa .ba;, 9651 40 192nd Renton, dash 9:>355 L Inetall 3A Yeter at 96K1 ; 192nd Y— s.u. 387L i i S.S.EUL No 3320 1 r '► y x OANIEL J. EVANS I/;-�) S*Arc or wASNIN4roN DEPARTMENT OF LABOR AND INDUSTRIES Oene,ut AdminisNutio,i Buildiny OLYMPIA 98504 DIVISION O, INDOSIRIAI INSURANCE VNnux t Now SUM, "If Jane r, 17, 1971 V TO W110M IT MAY GONC681I: iJ I Re: ,nlln-t M,. CAG 11J61-72 �! Crnt lrmru: This is to rertlf7 that Prank Colnccin Construction C.,myany, Inc. , 7778 Seward Park Avenue Suuth, Seattle, Washington 9811A. Firm No. 704,169 ban made payroll report and paid pr<miumn dur thr Accident and Medical Aid funds of the Department if Labor and lndustries covering vatefmain and sever construction on N. >. Sunset Boulevard in Renton. rv`117 Very truly yours, u; C" OF REM1'ON SOPIINVISDP. OF INIAI;TRIA7, Iti5lPMi irE JM23a�� W. E. Greater W3 Chief, tin, •rwriting Sectfon Ila I 11 L � 1 i 11 1 li k : , SRI STATE CONSTRUCTION 1_�IIrAdiY WASHIH6TON STATE H168WAY COMMISSION coNTnaci � 3829 DRIDGEWAY NO SEATTLE, WASH. 98103 ouuwsrr or xcww�xs U-020-1-6 SR 900 KING COUNTY PROGRESS • FINAL • VOUCHER DETAIL 116TH AVE. S.E. - 138TH AVE. S.E. , CL,GR,CR,DR.ACP_A RET WALLS CD.RL,ILL._ ETC. _ WORK_CIONE TOOCT08ER 20, IT TINIATE NO. 3 Y RC ITEM UN�i UNIT F (ICE QUANTITY AMOUNT MO GROUP 6 STATE PROJECT, ADJUST WATER VALVE BWCES AND MANHOLES PER AGREEMENT NO. 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JDV,< 20A010411 3 ' /�c--r-77' Oj Lr V" ri wr61,11r 2CRTH 30' ry 3s ' /2r .. - (�li-+�•Ty Tyr-act/ �,eaFofc) , I/ lair s TNr- :c/ �,ti'�'e-cr<:n Tb L--X•s r. �6 T ' 3 +Cr air Dex/o s t, 13 AV S �iu �n 55 wuictS [;uxcs ' J� SLne ,!'fw < jn.F7 /Z2 + 7c/d x lrsni,c �xtiS Qi.coC' .i+�f, — L-dWt/� '�iL/LC �l1'S./ �iUl%Ol.✓o' C �/ N �L'L'i.4V• I. �./�.y}TG'/Z JCiE'�//cF' t�OXE S Dlx>• 3 /✓�ac'c— �c-E-r, T:r��^ • �r_Ly- i.,Y •7',Ci s Arr .vsr�icrioctC; . !�>trN ACKthc'ritc��'ir, 11Gto2O&0� Lacat j /�Grr'T ;iZ'LFomj IArE�L ' I 4�;N 9ny 3�3G uAwrcC SClfuce CLnslci+G a C' � ,� /D � r{ C. r t PoloF, .1 ` • f •••.• .• �..wAranYrl.ST/ S'h 74e ro SrA. S/*29 MAIM ,�rl■■1M ieM► CEFTIFIED COP. OF CORPORATE RESOLUTION I OF FRANK COLUCCIO CONSTxUCTION COMPANY I, J. N. COLUCCIO, do hereby certify that I am the Secretary of Frank Coluccio Construction Company, a Washington corporation, and that at a meeting of the Board of Directors , duly held in accordance with the Articles of Incorporation and Bylaws of said corporation and at which Leeting a quorum was present and acting throughout, the following resolution was unanimously adopted by the corporation, t -wit : "RESOLVED: That Frank Colucclo , the President; Vincent Coluccio, Vice President; J. N. Coluccio, the Secretary; and Vincent Minice , Assistant Secretary, or any of them, be and they are each hereby authorized to make , execute and deliver on behalf of this corporati-r, any and all documents, papers , contracts and instru- ments of every nature whatsoever that they, or any of them, may consider necessary or appropriate in connection with the affairs of this corporation, including, but without limi- tation by reason of specif`_cation, the signing of contracts , bonds, and other assurances." I further certify that said resolution has not in any way bee. amended or revoked. DATED at Sea.l. ', , Washington, this ,{day of 197A- r 1 � FU ts.00 crrx or Aer,Tox 2 1972 BUSINESS IACNJM FRANK ODLUCCIli CUNSMUMOP (D. . rMC. 77)c Seward Park Aw Seattle, Ha. 98118 UnJerground utilities w w.10-1-.. 1.. . a,r r •..1.wM.w � r,.. •. sY... snwur crw 1 ,+4 �� ���, i w � .11 Mla .11 ..V L\I. Wr M O.•J ua ...Y •• J .�.yr ` elYly 4W1 Ouwy, Iv w ..R•r..r I a.YYy www•�ti11� br�.1 o.fl lror0 I2/.13/11 1' - �f•� em atw ia.•�����ao��wsr��� , STATE OF WASHINGTON IUsINgs ►ROPISSID43 ADMINISTRATION♦ RR2PIS11ONAL DIVISION RID* CnkTRACTOARGIVIRRi COLUCC10aFRANK CONS' CO 77711 lINRRO PARK e ! SO SIRTTL! re YR; i� .r.e i a� ••r. i..r.rs r 3 223 Dl 4I60 1 O1: 01; 1S ar�drrv• W: 10 ,Instructions to Bidders (Cont.) �. The bidder shall, on request, furnish information to the City as to his financial and practi.al ability to satisfactorily perform tt:e work. 10- Faymeat for this work will be made in cash warrants. a y, INSTRUCTIONS TO BIDDERS n 1. Sealed bids for proposal will be receivea bl the City of Renton at the office of the Renton City Clerk, Renton City Hall, until 2:00 o'clock P.M., Wednesday, Me,, 3, 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 practi- cable. No proposal may be changed or withdrawn after the time s-t for receiving bids. Proposals snall be submitted on the forms attached hereto. 2. The work to be done is shown on the plans. Quantities are under- stood to be only approximate. Final payment will be based on field measurement of actual quantities and a" the unit price bid. The City reserves the right to add to or eliminate portions of the work as deemed necessary. 3. Plans may be examined and copies obtained at the City Engineer's Office, s+.dders shall satisfy themselves as to the local conditi me - by inspection of the site. 4. The bid price fur any item mr;t include the performance of all work necessary for completion of that item as described in the specifica- tions. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the emit price Lid will govern. Illegible figures will invalidat^_ the bid. 6. The right is reserved to reject any and/or all bids and to waive informalities if it is deam. 1 advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the TREASURER OF CITY OF RENTON in amount not less than 5% of the total amount bid shall accompany aach bid prop-sal. ¢, Checks will be returned to unsuccessful bidders immediately follwina decision as to award of contract. The check of the successful hi3der will be returned provided he enters into a contrac.. and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award con- tract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. S. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. , .t, i' 9� , I i 1 ! � 1 V GfN. 5!na0, r a r 1 CITY OF NENTON .0 } } 1 r .1 '•� ti ENGINEERING DEPARTMENT _ •. VICINITY MAP ""'��\,t' ,� i � r_-Y___ t �a'Itib'�a1�r� ....«..=b�e.T_.�.7.'.0 +. +•E+ R� • ( PROJECT 511 i i� t . r • •«- irq p ♦ . . 1 i . � uif �/� 1 � . -a, ' (... yY,•-.: F, ��•. a i._•_..—._.—• • l� h.. l 4 . t � , «airy 40L .x clt ro'�yh �f frm the off Pe of t w flo.r0 For *tali secs The Z wl11 be .feiEed3 mElaq 1*lans and e^peoiftoatione ere retnraed in good condition thirty (30) dtye after data cf - bid opooitiq. s _ a certified cbecx or hid band "n the aft of ti.0 t53 percean t k=. of the total amount of the bid not accaq*n- 6acL bid. _ - - liashington State Salee Tex shall be a aepacete bid :tee. The Cit, i - native any�or all inf4hotaalitie,rejin bidd for all bids ant11 '. �- all ductile iron --ipe, fire hym-mite, gala valves, fitsi_�wga rri , _ be furnished by tba City. �T m IlrLaia NalaEia• CiW Clattic i ftto of iat POW'Cit'ml a riL; . ,�. - �i�W d� Pw Pablloatiant ho"'I Mr "72 t=. lad_the MdAy jow3ax at a ft^m^ft a a CITY OF BID PROPOSAL ANr SPECIF^_rATIMS r. WATER PROJU.f #315 _ rr- WATER MAIN ADJUSTMENT & P£LOCATIcN Ft)R N.C. SUN-FT BLVD., UAB PROJECT 8-1-102-(14) ;V.. F: r� l k The installing of a 12" Durtile Iron Water Main in N.E. Sunset Blvd. from N.E. 12Ch St. to 138th Avc. S.E. Jack C. Wi�I P &. D1.re ctor �x LVSP.'•.C:JZS �u'•PJ2i /37 / 30 7- 2o - 7z (rc� IFA + 'c A .. , 7 ? CZ13z/rz3 7- z � - > z (zs� IRI + L'o f! 3-7Z l�J /13, 7z 7- 2 i-7.Z l ='+/ SI ir'1 �r P ll-7i /3� lyy zY- 7z. ) 3 +43 e-17-7'2- Jg1 ��- /; � . y� 7 zv• 7z s� ) � °�G Bzs �z //17) yy ' yo 7 zv 72 145o< `t! lei 204 (.Y 7- 75 71- ,��i�) I(elc(.t) l '1 Iz9l30 7- 25-7z- / iv ) ►7z , zo 9- � -71 / z8;80 7' 21' 77- /-73-070 9. 7 - 7Z- l� 07 '7+ YS 7- zs'- �77- rsy GY. 7z 9 te -7z rs is /zzi� 7-z6-.7z- 03 J s 3.'0 9 c rL r3 - IYJ, zo 7-z6,7 L ;S< 1571 75 /Yz-.o3 7-z6 - 7z �3`I /51i6�y 9-,v 72 --------------- �' �3A• 3 7-z6 1-0 it i f2�a3tLy, 7- 71 t7 Lxs.Sl 7-2:7-7a 'i IZS+�"L -c.>a-%2� 170-fior -27 >— 43 J 114-3 7-Z8-77- g4 /2Z+ Ge • j /6G�yy 7•ZB-7z /z 1+06 /17-1 -7Z 7431-7z / ��y;�fu✓Pe� k !� 5<-7x_ 6iD_h3 , 3G Sl t>? •r " l�ve 1G 3_7L 16 L , 77 -/-7z _(�y, Iq �+0 V �4�4 Jo-ro 7Z 0 OR 1 77rt 7</ 8 / 7Z 77+40 �o:azrtco BSility 7aoi11iy Location : T.�—���.�. . �A!*!'r1�.jl - (,C�lucUoA e.O,vaT • C4, l7n�� /�P (. • �UAIe_P //. c Sr on Our- '``•. 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SrA /BOf7�y© rr 7o any Jim ./80r9s ',/ laco,rf - Witrtre (('7cra-.G box P / LIPvc ' /U-'ST so AI /a 47- , 7H, 3 ZoL,,,n Iv U�/A2`f t wn r 0 , f� ZOnQ t c fr PrNG IV4 rc:,,' 14-7-cr- RaX /FS ACKF/cCrD �' �Cli�s.PA cr-c;L1 l.►//rN Gv/�cKE,� �ACKr"+C - j 1 + F 1 , 1 ?a:t:oreo fiiLiliL/ 7acluty Location 'S: i Ac.«'r I /Te vrn s �e�ou rr' sP 900 1 I eole" k`tuc. rrx«c�C• /BO t BK - 4s r i r Ja pl.vr�wy i • 71 _._. 4 1 /t�-w,rr.J WAr.�/� �c'✓� /'Nrc�lr.: ��CtiCNIt (`� S/.' l:JG .it/lTJp.i: -? /•fie r• /1"t Irw _>Ef::1c0 (tcn Nir:�-1 f�=.ram{`:- "-r re Zzle" oP c {b' L..�:.�r,:T*i1 (.(�i r^( %i /�J n".a'>; !''/'C<:-" /✓P •fir /o l.c<» �i�,r }• L4L7` .F A) 3 _!°Trc L:yTr! �/- G• �e14LIL� 4J�irr � LLc/L �Tn• 1yZrJ< /{ a•-4 n/FrcN 1s! 3 Lt%'7r SLRS YGc c-:i '`- ::.•.., 1J Lr ro ^y' [ r z,/� FiQ•,si /� !X/ To G!?T lU/(sc l�rl� du /rC� /�Arc.ras �, tDGCS (Jr J�SotIA[ ; 6U�'tz �LC t;U Gn Mm"iCH 0 is9RX Scale 1 • S �a I jD 3L LLkoc�c RsvA<ur �- f f (!.O►/ �-PA tc+ad4 c /yo [fir SDF OF .2e ADwAY to $o c . i' ,r... /./i. r, i' J. -.�T. ! wot —� _ , . ✓Cw Ttc: ��iCs �tr Tti Z.' -.9 J /1rh `�.=�,;:s a :Yc or.: ro ,l a�ac..-.� "�;;,�• ....��• .�aPL� Tors,./ /HL �IP Y e: /'�J.:+..:.J /D E`J:.IT/efv JL/@•/N 'Tu C.:e✓.awe' }} w/ T.J.L :/::TCi.'.. �LD /✓:TLK L—'- Z-O �-01✓AT':-' �?iCLaCr✓r4: k�; • (Ut /r ,- SrA TlOiv 3/ / 90 IL.� �NHuf SG-�. /TLJ N9ync� W'i/ S /i�✓� ; I -- a _iU =T TD �i fi � 2T- / - •i 3� �[-'c•P %�i:s �Ra.��-99aie- -`� wH..rNC7':' r;�cl.:i� -. / � �{) aF ..I,/` LCi/.-•' �fr/.V1( �a_ rc.�^l�" � - I F ?c:a:oar c •.a.y ,,ci �y Loc ..ioa . . 4'i� n6rtT � t'..•�s.,J ' .�tornrc >� •,-c �'�J... ," �•' ��' „ Mg- de ( sc k1A M,.L :Ja rr4 � � . ..•:w.r v /J . 4 � �O 1C. �•n lY✓, :%8 c/�� Door. S rt✓.�cs j r/o ?/rv.. as 9`' 'as I 1 - Sr4r a/ �pu t+n! L{/aTz G %FPT, C be A ^ 0/4 /S Abt /t r ro 2z T�tra:cA Z l�liu[. STA /6/Z � is (.Vj/q 5/ii4crGO IS"' T 0 `7, Ilal c /YAuc- %o 6.r,c- l?4r.r .Zr 12,r— r /aiq 7-c.2= S �i✓ �+ T//est- A A4 /Iqq r !f, Dt-107-i/ 6F rcr Seer/w i -/JCP7'f/ OF EK,st/wiG /!�•,T/B. _T,v /1« Or.+�/e. S'Fc;+o.�r. /0 - 7V/ �Pf �/l C,CFiccpD 4 au O1jc?%7J �N 1/Fric ,n;,C �iPIUCWAY QF/�rAJ /doe ,/V4 cKrN D �« &.-Ta 0: .ro.0 Seals 1 ira - - Facility 7oca..on : nn " - �; .; tr V, !A�ro,utr i 5:2 %OG _ �>r//lAGr {'i}r(n,,y6 rt� ^�'t` 'QG•..r v,etc (� 3(. Wnardor, oic rr4 l/F.Lr I�r s.pe h.+A.kv1Y • Oi J� !itrri W.•nLi 1 S>/t. /y 04 it /c12 s /0 ! 7ty lGrs.•Ki 1 I OWN SP�36 DISPUTES AND ;.I'PIGATIO:J Cont�1 designate an agent, upon wlmom process may be served, before commencing work under this contract. SP-16 WAGE SCHEDULE ; 3 The prevailim; rate of wages to be paid to all mechanics workmen, laborers or employed in the performance Of any part of this contract shall be in accordance with the provis_ons of Chapter 39.12 RCW, as amended. The rules and regulations of the Of Chapter Of 12 RC and Indnstries and the schedule Of prevailing wage rates for the locality or localities where this contract will b: the Industrial Statistician of the Department of labor performed as determined e are by reference made a This contract as though part of oug and Industries forth herein. h fully set Inasmuch as the Contractor will be held responsible for paying the prevailing wages, it is imperative that all Contractors familiarize themselves with the current wage rates before submitting bids based on these specifications. In case any dispute arises as to what are the prevailiT.: rates of wages for work of at similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representa- tives, the matter shall be referred for arbitration to the Director of the Department of Labor and industries of the State, and his deci- sions therein shall be final and conclusive and binding on all parties ini �lved in the dispute as provided for by R.C.W. 39.12.060 as amended. The Contractor, on Or before the date of comnence<nant of work, shall file a statement under Oath with the Owner and xith the Director of Labor and Industriec certifying the rate of h•,urly wage paid and to be Paid each classification of laborers, workmen, or mechanics employed upon the work by the Contractor Or subcontractcr which shall be not less than the prevailing rate of wage. Such statement and any supple- %,�e..t>` statements which may be necessary shall be filed in accordance with the practices and procedures by the Department of Labor and Industries. 1 Prior to commencing work, each Contractor and each and every subcon- tractor ,shall file a sworn Statement of Intett t-et 9882) with the Owner and with the Department of Lahr ana Industries as to the pre- vailing wage rate, including fringe beneii,�, for each job classifica- tion to be utilized. The wage rates thus filed will be checked against the prevailing wage rates as detezn.iaed by the Industrial Statistici o e f the Department an o t of tabor and Industries. correct, the Industrial Statistician will is I1 wage. rates are sue th he e acknowledgment of approval to the Contractor and/or Subcontractor with a copy to the e.;arding agency (Owner). If any incorrect wage rates are included, SP-Page 6 ar SPECIAL_PROVISI_____pp7s SP-14 CGNSTROCTION_ CONFEITNCE _ Prior to the start of constriction the Engineer will call for a pre-construction conference. The COntca. •or ant his subcontractors shall attend the pre-construction conference, t_ time, place and date to be determined after awcrdance of the contract. Subsequently a repress^�ativc of the Contractor will attenc a weekly conference with the Owner's representative to review prooress and discuss any problems that map be incurred. SP-15 DISPUTES A:'D 1.lTIGATION 1 Any questions arising between the Inspect: r and the Contractor or hie Superintendent or Foreman as to the meaning and intent of any part of the plans and specifications shall he immediately brougk.t to the atten- tion of the Ergin=e and will be adjust!',; by him. Failure on the PIrt of the City Engineer or his representative to dis- cover and condern cr reject bad or inferior work shall not be construed as an ac,:eptance of any such work or the part of the improvement in which the same may -lave Occurred. To pr?vent disputes and litigation, it is fur ha: agreed by the parties hereto that the Citv Engineer shall determine the quantity and quality of t'.e several kinds of work embraced in these improvements. He shall decide all questions relativx to the executi,.v of the work and the interpretation of the Plans and Specifications. In the ev-nt the Contractor is of the opinion he will br damaged by such interpretation, he shall, within three (3) days, notify the City Engineer and the City C1 -k in writing of the anticilated nature and amount Of the damage or damages. In the event an agreuoent cannot then be reached within three (3) days the City and the Contractor will each appoint an arbitrator and the t,+c shall select a third. The aecision of the majority of the arbitration board shall be binding upon both parties and shall to delivered before any work in performed upon the feature in question. The arbitration shall he conducted in accordance with the statutes of the State of Washington and court decisions governing such ,.rocedure. The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the majority Opin•,ion that the Contractor's filing of the protest is capricious and without reasonable foundation. In the latter case, i,ll costs shall be borne by the Contractor. The venue of any suit shall be in King County, Washington, and if the Contractor is a non-resident of the State of wastiinaton, he shall SP-Page 5 SPECIAL PROVISIONS (CONY,) SP-11 FAILURE To MEET SPECIFICATIONS Cont. if the City Engineer deems such acceptance to be in the beat interest of the City, provided, the City may negotiate payment of a lower unit price for said workmanship. fP-12 FROTkx'fION OF F1'ALIC AND PRIVATE UTILITIES 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 underoro• nd facilities are in accordance with the best available information without uncovering and measuring. The Owner does not guara.itee the size and location of existing facilities. It shall be the Contractor's responsibility to contact the GAS COMPANY, TELEPHONE gj PANY, POWL,` COMPANY, and the to WATER the GAS-CO, and It—jlitN L'T7G 1F1ELLLNC: DEPAI.TMENT, for exact locations of their rW.NT'�ive utilities. SP-13 SCHEDULING or WORR Section E.01 of the Standard Specifications shall he deleted and the follOwin9 iasertn,t: Promptly aftor Iz•. a•c,:rd of the contract,for the Contractor shall submit .:rproval t., th- 1;n,ineer A M+rox(ress schedule_ From this informa- tic,, a prooress Schadulo dia.Mram will be computed, Plotted and a coFY rate:rr,+d to the Cente:actor. Lrrnnt to the Contractor on any estimate may be Tithheld until such nth e,k+l . has been submitted and approved. Should it became evi Tient at ally time during construction that opera- tions wil or may fall belin,t the schedule of this first program, the Contractor ahs.11, upon : ,,quest, promptly snimi.t revised schedules in the same fore as specified b�:join; aettin; out operations, methods, and equipment added labor f1rc0s or working shifts, night work, etc., by 'which time lost will tie made ap, and confer with than Engineer until an approved mo,r c:A-{.,,t. of the Original schedule has beenaocured. Further, if at any time any portion of the accented schedule is found to conflict with the centralf, i.,nvis' MS. it shall, upor request, be revised by the Contractor and the WAik shall t� perform. ' in compliarce with the contract provisions. Payments Of any further estimates to tb_ Contractor a_ter such reTpic;st is made and until an approved ma'ifioa schedule has been provided by the Contractor may be withheld. c:ccuti en of the work according to the accepted schedule of construction, ,approved modifications thcre,f, is hereby rjadd an obligation or •Je A.contract. Sp-page d 1 S PF.CIAL PROVISIONS w , S P-O^ NON-COLWEIGN AFFIDAVIT (runt to satisfy the City that the bid offered is 4'yenufne, is net sham or collusive, and in no xespect or r1^g roe is made in the interest or on behalf of any person, firm, er ; ....,.poration not named in the pro containing suc:i a bid. P Posal SP-08 NONDISCRIMINATIN] IN I'.MFI,OYMENT Contracts for work under this proposal will obligate the Contractors and subcontractors not to discriminate in employment practices. - <'F-09 STANDARD SPECIFICATIONS The Special Provisions hereinafter contained shall su rsede an visions of the Standard Specifications la conflict therewith. y pro- The standard Specifications for Municipal Public works Construction prepared by the Washington State Chapter of the American Publis Works Association, 196n Edition, shall be hereinafter referred to as the "Standard Specifications" and said specifications together with the laws of the State o1 Washington and the Ordinances and Charter of the V ity of Renton, s ^ o far As applicable, are hereby included in these specifications as though quoted in their entirety and shall ap except as amended or superseded by these Special Provisions. ply A copy of these Standard Specifications is on file in the office of .1P tht city Engineer, city liall, Renton, Washington, where they may be examined and consulted by any interested party. Wherever reference is made in the Standard specifications to the Owner, s,4ch reference shall to construct to mean the City o: Renton, and where reference is made to r.ho Engineer, such reieran i, shall b d e construe to mean, the City Engineer, city of Penton, or his dulyt' tant c- assistants. authorized assis- a _tt? SP_10 gF.LD CHANGES . Any alterations or variances from the plans, e-:c-Pt minor adjustments in the field to meet existing cones,ions shall ix ram;nested in writing and may not be instituted until at., ,ved by thm Cltv Engineer or his representatives actin, spneifically upon his iislanl Lions. In the event of disagreement of the necessity of s,•ch h2-+oes, decision shall be final. the Engineer's S F__ll FAILJRE TO MEET tl+�•,�IFTCATI,INS In the event that any wccianansh n d '- ` specifications, the City may nave the s Option to the requirements or acrert suca workmanship SP-Pane " NON i SPECIAL PROVISIONS (COW.) SP-05 TIME OF COMPLETION The Contractor is expected to diligently prosecute the work to comple- tion in all parts and requirm -nts. The project shall be completed within fotty-five (45) 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 extend the time of completion of said work. No extension shall be valid unless the same be in writing and accompanied by the written con- sent to uuth 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 the work, and shall not release the Contractor from damages or liabilities for failure to complete the work within the time required. SP-06 PUBLIC LIARIIITY AND PkOFERTY DAMAGE INSURANCE The Contractor shall obtain and keep in force during the term of the contract, Publre liability and property damage insurance in companies and in form to be approved by the City. Said insu_ance shall provide coverage to the Contractor, any subcontractor performing work provided oy this contract, and tht City. The City shall be named as an addi- tional insured on said policy insofar aL the work and obligations Performed under the contact are concerned. The coverage as Provided shall Protect against claims for personal injuries, including acciden- tal death, as well as claims for proletty damages which r.ay arise from any act or emission of the Contractor, or the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as fo]lms: Bodily injury liability coverage with limits of not less than $100,000 for bodily iniury, 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 $50,0C for each accident. A copy cf the insurance policy, together with a copy of the endorsement naming the City as an additional insured, shall be provided to the City witnin a reasonable time after receiving notice of award of contract. PROOF OF CARRIAGE OF INSURANCE The Contractor shill furnish the City with satisfactory proof of carriage of the insurance required. SP-07 NON-COLLUSION AFFIDAVIT The Contractor shall be required to execute a Non-Collusion Affidavit SP-)age 2 'WaiRiAA`i wmCRl�lFffifJ{ •@`� -_._. _ Lrr 4# SPECIAL PROwSIONS - GENERAL PRO"ISIC,45 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 service, if any, specified herein to be furnished bytheCity or 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 made a part hereof. This improvement is subjer to the installation of a 12" Ductile Iron water main and related fa_ilities, in conjunction with the reconstruc- tion and widening of Sunset Blvd. N.E. (SR 900) by the State High v Department. The contractor should work in conjunction with the State Highway Department. SP-02 DATE OF DID OPENIN(: Sealed bids will be received b, the City cf Renton. Washington, by filing with the City Clerk, City Hall, Renton, washinoton, until 2:00 o'clock F.M. Pacific Daylight Time, May 3, 1972, and will be opened and putaicly read aloud in the fourth floor conf.rence room. SP-03 MATERIALS SUPPISED The City of Renton shall supply all water pipe, fittings, fire - hydrants, gate valves, and cast iron valve boxes with their required accessori.s. The contractor shall supply all other material such as the pre-cast concrete vaults, concrete blocking, shackle rods, firc - hydrant guard posts, valve markers, and all other materials necessary to make a c� nplete installation. r The water pipe shall be strung at the trench site and all other materials will be stockpiled at the Highlands Reservoir site (N.E. ` 1.'th St. at Newport Al,e. N.) It shall be the contractor's responsi- bility to pick up the stockpiled materials and transport them to the job site. _ b P-09 CONSTRUCTION BY PORTIQNS It may be necessary to ins, 1_ this main in portions due to the State Highway Right-of-Way acquisitias and the highway cc struction schedule. The starting location for this project will be at the intersection of Sunset Blvd. N.E. and Union Ave. N.E., first progressing to the East and subsequently to the West. SP-Page 1 _�sL4sY a CH.Ti.'I'I:F'ICATE OF' INSURANCE �� in affect on data of this certifcafe, arranged by 'ANLEY T. scawT & CO., INC. e eases m..tt.�. AV. E1 a.6tt1..W.alaafTgLOT aaLoa This is to certify the+ the inw,ame described below has Gwen arranged for the Insured desionated ,• thi cwtificafe. Any requirement, or provisions in any contract or agreement between the s Insured end any oMer Person. firers or corpc•ation will not be construed as enlarging, altering or amendingµ definition of insured or any other tamp or conditions of this carfiCcata or the insurance designated.Sech inwranca,s..biad to the Gmits of h.brTlty, coverages. hetardt exclusions, provisions, conditions end if,, terms thereof, is in full force and effect as of the data this certificate was Issued. _ Wma of insured FRA-W COLUCCIO CONSTRUCTION COMPANY Address of insured 7778 Seward Park Avenue South, Seattle, Washington 95 '18 bear ly.rf WMry Iw,wr..e—am.f i..Aw4wwbae P:,,wery I..., UNITED PACIFIC INSURANCE COMPANY E. APRIL 1.1973 Pd N. CLP 7243507 Li.ih f 100,000.00 Each Pwwn } 300,000,00 300DO Each the.rtese. f _Agynaaeie bur, Inwn. Lirnih E— —Each P.aon t Each Occurrwrp } ''at•9e� Tahl s100.000.00 Ea h ?.. 300a000.00 h O 300 000 00 ' e elver 114"U.NIIrr N.n..—'w'ewer. P,�rn.ry Inw», UNITED PACIFIC INSURANCE COMPANY Erpr APRIL 1.1973 MI N,. CLP 72435f17 Urnih s 100,000.00 F-ch Paris- �300,000.00 — Each Occurr.r.c. b. I..unr E.pn• Pd. No Lirnlh f Each wnson t_ E.<h Oc<wnenc. Tonal i 100,000.00 _E...wr. .f 300.000.00 E b Oc Pr.P..h.o.".u.b"I.v..._olbw Vs.. P,.,.,y In.m, HARAOR INSURANCE COMPANY bpi ANAPRIL 1.1973 b., 14. 110651 Limih t SO 000.00 c-ch Oa.n.nu S-5QAQQ_OO �99+9a r 6ceu tqunr E.pir., Pd. Ne Li+aiA t ch Occur.enc. } —l`99n.Yr. To•d t 50.000.00 Eech O< 11 59• -00 _ Prww.rtr e..wa.Wfalar I.. ..—♦.I.a,an. _ Primary I...r,v UNITED PACIFIC INSURANCE COMPANY E.,,.,APRIL 1 1973 es,. Nu CLP 7243527 O.ih If A0 000.00 Each Occunence E.ew., Insurer 6p,r Nw l:.at 1 E.eh Ceewnnu Taal s 50.000.00 Ewch Ocewneou In accordance with the above. the insurance coven the operations and locations described as follows including contractual liability covaraga with respect to any contract or agreement whol�lY in writinq� �61 t to oil the • - clusions, conditions and other provisions of the insurance. As respects Watermaih Adruetnent and Relocation for North East Sunset Boulevard, Water Project No. 315. At least ten (10) days prior written notice of cancellation or reduction of thin Insurance shall be given to the below named holder of this Certificate. It is agreed that the City of Renton, kenton, Washington, is named as a: additional assured as respects the above described operations. This certificate is not a policy and c!ws not afford any msuronce coverage. This certificate of insurance does not in any way amend, extend,otter or'.ary the coverage afforded by the policy or policies referred to herein. Except as specifically provided for in this certificate, the Insurers shall have m duty t, notify the party to wham this certifi�ofe is addressed as to any change in, or cancellation of the insurances and shall not be responsible for any failure to do so. Data May 22, 1972 91""gLacY T. 9COTT 1 CO., INO. To City of Renton Municipal Building Address 200 Mill Avenue South it III Renton, Washington 98055 E. W. Scott r t BOND TO CI7Y OF RENTON i7 91100 ALL PaN By THESE PRESENTS: That we, the undersigned _ pa.wx ,ntncr*� CamgrRncrlow rfwv.0 - a Waehi ton _ Cor oration 7778 Seward park A-,, -,uth, Seattle ,Washington 98118 -_— aa pr nc pa . an 11 L 7�OF BRICK —— - — and existing under t o awe o t s cafe o corporutlon organise anion s q Wash• con as a surety corpor- ualified tinder the laws of the State o Was n ngton tc eeome 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 star of f 44,16E-25 for the pay- mast of which sum on demand we bind ourselves and our successors, airs, a nistrators ory personal representatives, as the case a., be. This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Drdinance of the Ciry of Renton. Dated at _r; Washington, this ZiCL�— J day of�it. 19 1 Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. or b Council action of the City of nenton, passed y of said Cityof Renton have let or are to e- 19 ��M° pend City Clerk to t e sal W.yahova bounden Prin, ipal, a certcin contract, the said contract being n ere _erect No. 315 ove and providing for*-. � Ad1us m•nt Aelucation for North East Sunset aoulevar�. _ contract s re a to erein an is madeNa part hereof astoug attac a ereto and WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NON: THEREFORE, if the said FRANK COLUCCIO CONSTin RUCTION COMPANY shall faithfully perform all Of the proviaions of said c scract the stunner and-withiithe time therein sot forth, or Within such extensions of tier as may be granted under said contract, and shall pay .,I laborers, mechanics, sub-contractors and material, met., and all persons who shall supply said principal or sub-contractors with provisions and supplies for :ne carrying on of sa11 work, and shall hold said City of Renton harmless fton any loss or damage occasiamed to 44 person or propert, by son Of any or any sub-contractor inA the performance lofs negligenceness or said work, andshall^idemnify the tisd hold of said pthrecity of Renton harmless from any damage or expense by reason of failure of perforaemce as speai- !ied in said contract or from defects appearing or developing in the material or weriasseMp provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. APPROVED as to legality: rRA%V20LUCCIO CONSTRUCrII+ON CDWMR *Proved: GENERAL INSURAACE COMPMR OT YQjC♦ W. seott ttorney- J RIB >1a� IM �riwtl . , 4# MR" tb ftml deposit is the form of a certified check, cashiers check, cash, or bid bond is the umovat of 1 wbirb amount is WA less thus five portent - Of chi 1i total bid. _fit Sign Here BID BOOM Know All Men By These Presents: That w, FRANr renrrrrn roes Te aw, rnw AAy� - u�e>,�.,Rr.... r, VP'_k4 ,,, , as Principal, and _ :FNF AI INCfRANCP COMPANY OF MFRI s , as Surety, are be!,; ••.d firmly bouni unto the City of Renton, as Oblicae, in :he panel am of ***FIVE PER CPNT (51) OF TaTA• AMDUN uF RID*** _Dollars, for the paymen, . which the Principal and the 3uret+ bind themelves, their hetrs, executors, administrators, successore,and assigns, )ointl,, and severally, by these presents. s The condition of this obligation is such that if the Obliges shall sake any award to the Principal for installation of a 12" D. T. WATF.RMAIN in Sunset B1vd. ,N. E. from N. E. 12th St. to 138th Ave. S. E. according to the terms of the proposal or bid sale by the Principal therefor, and the Principal shall duly sake and enter into a contract with the Obligee to accordance with the term of said proposal or bid and award and shal! give bond for the faithful per- formance there', with Surety or Sureties approved by the Obligee; or if the Principal Beall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit %ceoified in the call for bids, than this obligation shall be null. and void; otheivise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 3rd DAY OF Me*, 19 72 FRANK-�OCCIp-r jJCT N COiiP Pelocfipa: Vice-Prosidoat GENE$�fy-1NNSJi LCE 90!j til•I DP AMERICA R. E. rortanbty pccier, Attorney-in-Pact _ Mew 19 Received return of deposit is the ass of 1 j I a , M Y� 1 i TABLE OF CONTENTS SPECIAL TECHNICAL pROVISIONS t Secticn Oescriation Paye e TS-01 General Statement 1 a TS-02 Standard Specifications I TS )3 Existing Utilities I TS-04 Trench Excavation, Seddina and Oackfill 2 TS-05 Pipe Installation y TS-06 Restoration. of Surfaces 7 i TS-07 Testing 9 TS-08 Disinfection 10 TS-09 Cleanup 10 TS-10 Measurement and Payment i0 r f TAPLE OF CONTENTS (CONT.) ,! SPECIAL PROVISIOMS --Q` DeR2L& tlon P age SP-23 Construction Signs f SP-9 SP-24 P®Oving Traffic and Street Signs SP-, PP-25 Construction E quipnent SP-9 SP-25 Size, Weight, Load Restrictions for Motor Vehicles SP-9 SP-27 Delivery Tickets SF 10 SP-28 Waste Site SP-10 SP-29 Dust and Mud Control SP-10 SP-30 Payment to the Contractors SF-11 SP-31 Liquidated Damages SP-11 SP-32 Awarding of Contract SP-11 Nd No kid tie Id W h t 1 TABLE OF CONTENTS SPECIAL PROVISIONS S I N DESrRIPTIDM PACrr SP-01 Description of Work SP-1 SP-02 hate of Bid Openingt SP-1 SP-03 Materials Supplied IP-1 SP-04 Construction by Portions SP-1 SP-05 Time of Completion SP-2 SP-06 Public Liability and Property Damaoe Insurance SP-2 SP-07 Non-Collusion Affidavit SP-2 SF-08 Nondiscrimination in Employment SP-3 S11-09 Standc'd Spccifications SP-3 SF 10 Field Changes SP-3 SP-11 Failure to Meet Specifications SP-3 SP-12 Protection of Public and Private Utilities SP-4 SP-13 Scheduling of Work SP-4 SP-14 Construction Conference gP-5 SP-15 Disputes and Litigation SP-5 SP-16 Wage Schedule SP-6 SP-17 Subcontractorb SP-17 SP-18 Change Orders SP-7 SP-19 Survey-. SF-7 SP-20 Overtime Field Encineering SP-8 SP-21 Hours of Work Sp-8 SP-22 Public Convenience and Safety gp-a �.f G£NCRAL BID s SPECIF_CA:ION TABLE OF CONTENTS t Scope Call for Bids Vicinity Map Inetructiona to Bidders General Table of Contents Special Provisions Table of Contents Technical Provisions Table of Contents Bid Bond corm Bond to City of Renton Form Special Provisions Non-Collusion Affidavit F<nn Certifies, ,an of Nondiscriiination in Fmployment Form MiniMUM Wage Affidavit For.i Te nical Previsions Standard Detail for General alocking Standard Detail for `salve Chamber Standard Detail fax v-ilve Assembly Standard Detail fo mbly h Hydrant Guard Posts Standard Detail fo Assembly_ Proposal Form Schedule of Prices Agreement Construction Plans WATER MAIN INSTALLATION NE 12TH ST SPT'CIAL T IMICAL PRtWISIONS -05 PIPE d, serial Ancho+�e court, PSFinu shall be adequately braced and blocked to prevent mcvesent frm thrust by use of concrete thrust hlocks, tie rods and joint harnesses. s Concrete thrust blocks must be pored against undisturbed ground. Thrust blocks shall be provided �t all changes in direction of r In addition, all joints at Deeds or changed in direction, to e piping. - X... least tRrr_ 'pints beyond the trn out Point at shall be 4 point on either side of the bend, o£ provided with A positive locking device to prevent separationa joint under full test pressure. The locking `Taxation by use of tie rods sec+ hed joint harness, subject to the prior approvalsof the engines r. After tl:e pipe has ion joined, all be,:ded, the joints shall be drawn up to assure Aligned and permanently - but not so P y permanent water-tightness an ti•]ht a8 to Prevent flexibility to allow for some movertent ? � caused by Aibrations, expansion and ccntracti,�. ,� Sr e. Connections to Existin Fi and StruetuIP.S i. Connections t., existing Piping are indicated on the drawings. The con- tractor moat verify allll e ex,istting piping, dimensions ane elevations to assure proper fit. The contractor must also provide an,- adapters, nipples or other- '- required to make a satisfactoz r specials n. Te ties Department shall make connectionoto existingCity mainsf Rentoc Utili- The contractor shall be responsible for the protection of all existing ' g piping and a r pportenances during construction, and shall take care not to damage then or their protective coatings or impair the operation of the existing system in any wad. f. Val%,s and Valve Ch&viers Valve installation shall be in accordance with Section 75 of the A.F.W.A. Standard Specifications except as modified herein. 6" and 8" Gate fares shall include an 8" x 24" cast iron qate valve box and extensions if required by the City Engineer. The 12" gate valve assembly shall include: 1211 Gate Valve (NJ x MJ), 2" Bypass Valve Assembly, and a precast concrete vault. The City of Renton Strndard Detail for "Precast 12" Gate Valve Chamber" and 2" bypass Assembly are bound in these specifications. valve chambers shall be in accordance with Section '16 of the A.P.W.A. Sta-xlard Spe-ifications except as modified by details bound in these specifications. TS-Page 5 t L . f„ SPECIAL TECHNICAL. MOVISICK CONT.Z TS-04 TRENCH gxCAVATION BEDDING AND DAC,FIL.L (COKT.) e• Select Trench Backfill fcont ) -he price per ton $hall be ful) compensationselecting he _ furnishing and placing the material As utned ir Section t 6-2.01 of the Standard Specifications. TS-05-- p?pE INSTALIATICN a. (•eneral 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 its entire length, quadrant is uniformly SupporTIO throughout AND BACKFILL� as specified in Section TRENCH EXCAVATION, AEDDINC The average depth of cover for the water main shall be 416" , and the trench width snail be no greater than 36" except at valve chamber locations. v b. Lavinq an Jcintino Ductile iron pipe and accessories shall be handled in such a manner as to assure delivery to the trench in sound u^damaged condition. Particu- lar 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 nd Curves Deflection from straight line and grade, as required by vertical curves, horizontal curves Lind 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 kends or a sufficient comber of shorter lengths cf pipe shall be used to pro- vide angular deflections within the limits set forth. td. 12e2ial Anchorage - All free ends, bends, tees. laterals and any change in direction of TS-Pa7e 4 sPEcxu TEl•BhICAL PRevlsz�s,�cwr.t �0 TBENCN EXGVATION BEDDING AND BACICFILL (CONT.) d. French Beafill and Compaction (1) General: Excavated materials that are free fro• mud, muck, organic matter, broke., bituminous surfacing, in dimwnsion, and other debris- shall be us Usatones larger than 8 inches s: otherwise r squired ed for tackfill except where . (2) Initial Backfill extending to a plane at least 12 inches along the crown of the pipe shall be hand-placed, selected excavated material free fry stones, hard lumps or other material hermful to the pipe. Initial Lackfill 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 determined by Standard Proctor Compaction Test, ASTM Designation D698-58T, Method D. 0) 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 content 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. (4) Payment: No separate or extra payment of any kind will be made for compaction, vetting, drying, water, or processing of materials, but shall to included in the applicable unit price paid for the waterline in place, complete. e. 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 :or bank run gravel Class "B" as outlined in Section 26-2.01 cations. of the Standard Specifies 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 �,ertical 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 8ngineer and at the Contractor's expense. TS-Page 3 i @PBCIAL TECHNICAL PRLVISIONS CCgMa MS-r,1 TRENCH EXCAVATION BEDDING .`NI BACKFILL a. General i Trench excavation, backtill, foundation preparation and bedding for f waterline and appurtenances shall be in accordance with the applicable Provisions of section 73, A.r.w.A. Standard Specifications, except as modified herein. h. L=:3vat The contractor s::111 inform and satisfy himself as to the character, quantity and diztribu:!or, of all material to be excavated. No payment• shall be made for a:.y excavated material which i for purposes other than those designated, b'.auld the contractor excavate below the designated lines and grades without 1=tor approval, he shall replace such excavation with approved materials, i-. an approved manner and condition, at his own expense. The engineer shall have complete control over the excavating, moving, placing, and disposition of all material, and shall determin- the suitability Of material to be used as ba .kfill. All unsuitable mater- ial shall be wanted as specified. Excavation of every description, classification and of whatever sub- stances encountered within the limits of the project shall be performed to the lines and grades necessan! 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 back£ili 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. C. Foundation Preparation and Beddino Foundation preparation shall be in accordance with the applicable provi- sions of Section 13, A.P.N.A. Standard Specifications, except that the bottom of the trench must be shaped to uniformly support the butt= quadrant of the pipe througha t its ent=re lencth. In case unstable or unsuitable existinc 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 Specifications. Wet tench conditions will not necessarily be considered as ,an indication of unstable conditions. Bedding material shall be as required for Bank Run Gravel Borrow. TS-Page 2 SPECIAL TECHNICAL PROVISIONS TS-01 GENERAL STATEMENT This sxticn, -pedal Technical Provisions, is devoted to features of on-the-site conditions which are peculiar to the facilities to be con- structed for W-315. 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 th.: City of Renton - sce Special Provision SP-031 and he shall provide ca-h itrn: mentioned or indicated and perform according to the conditions state! in each operation prescribed, and provides therefore all necessary labor, equipm-nt an-] 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 spccification. 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 sub- contractor in each case is warned that work included in any subcontract may be divided between several general specifications, and that each general specification or subhead of the technical specifications may include work covered by two or more subcontracts cr work in excess of any one subcontract. TS-Ol STANDARD SPECIFICATIONS All work under thi, --:.tract shall in general be performed in accordance with the applicable provl^ions of "Standard Specifications for mmicipal Public Works Construction" prei-Ared by the Washington State Chapter, American Public Works Association, 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 accordsice with the requirements specified in the A.P.W.A. Standard Specifications, and in accordance with the City of Renton requirements. TS-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 cons•.ruction operations, to the satisfaction of the engineer. TS-Page 1 Nam MINIMUM WAGE AFFIDAVIT FORM City of Renton ss COUNTY OF /r.�.L� 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 in the performance of such work; and no laborer, •kman 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 ' ,nwledge and belief. 1 FRANK COLUCC10 CONSTRUCTION COMPANY CONTRACTOR -7 Subsc,ibed and sworn to before me on this j �-�'� day of 1? _ Notary Public in and for the State o Washington Residing at CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT The bidder represents that he �f has, / / haw-i t, participated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained In Section 3C1 of Executive Order 10925; that he �; has, /_/ h , 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. FRANK CCLUCCIO CONSTRUCTION COMPAW. Company e `Y 4T 7/ / Title 17 D to � (The above representation need not be submitted in connection with contracts or subcontracts which are exempt from the clause.) D.1.F. 14.43 JL NOII-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) COUNTY OF SS being duly sworn, deposes and says, that he is the identical person who ubmittcd 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 frori bidding, and that deponent has not in any canner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. SIGN HERE: FRANK CCOOLU/CCIO CON_TRUCTION COMPANY, Subscribed and sworn before me this ,i.a<<<day of 191�. Notary Public in and for the State of of residing at [2 a-6 therein. { ,}4 i SPACIAL PROVISIONS (CONT.) SP-29 DUST ANT) MD CONTROL (Cont.) for the duration of the project. The Contractor shall be prepared to use watering trucks, power sweepers and other pieces of equipment as deemed necessary by the Engineer, to avoid creating a nuisance. Dust and mud control shall be considered as incidental t the project, and no compensation will be made for this section. Complaints on dust, mud or unsafe practices and/or property damage to prir:at«, o.arership will be transmitted to the Contractor and prompt actim in correcting will be rewired. written notice of correction of cc.:plaint items will be called for should repetitive complaints be received by the City. SP-30 PAYMP72 TO T-I� C(WrMCMR Payments to be mad' to the Contractor will be made in the manner out- lined in Fe(,tion 9 of the Standard Specifications. Payments shall be made in CP_.h wi�rints. Partial payments an estimates may be withheld until work progress schedules as described in Section SP-11 of these special Frovisious has been received and approved. SP-31 )ICOIDATED rANAGES Liquidat-d damages for failure to execute the contract as specified and in a-cordance wit), Section 8.08 of the Standard Specifications will be assessed as fcll(ms: One Hundred Dollars ($100.00) per calendar day plus cost of inspection, supervision, legal expense and court costs incurred beyond said date. The cost of additional inspection and supervision shall be an amount equal to actual salary cost, plus one hundred percent (100%) for overhead and other indirect expenses. SP-32 APhRDING OF CON^•'RAPT Awarding of contract will be based on total sum of all schedules of prices. No partial bids will be accepted. SP-page 11 - - 9PECIAI. PRnt�ISI(xdS (�QI�,7T� j SP-26 SI2E, 1rETGFlT, LOAD RESTRICTIONS FOR MOTOR VEHICLES (Cont.l Any aross violation ct t-hese regulations shall be reported to the affected law enforcement agent. The contract-,r is to furnish to the City Engineer a listing of all haul vehicles used on this project, listing the vehicle number, license number, tare weight and licensed load limits. SP-27 DETJVERY 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 layment will he made on tickets turned in after date of delivery of material. i Payment will not be made for delivery tickets which do not show type i 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 , night is not available, the inspector shall measure the truck vol.me a.,d cecti'y as to its full load deliv- ery. SP-28 WASTE SITE 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 nc further compensation will be made. The route taken to the waste site _hall be maintained solely by the } Contractor in a manner as described belo:r. t 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- tion of the r,:. te is mandatory. SI-29 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 . SP-Page 10 r a J* SPECIAL PROVISIONS (CONT.) SP-22 PUALIC -,;NVENIENCE AND SAFETY (Cont.) B, Lr<al police and fire departments shall be .lotified, in writing, prior to construction. 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 no further compensation will be made. SP-23 CONSTRUCTION SIGNS The Contractor shall furnish and install construction signs which conform to current City v - Renton Sign No. T-39 "CAUTION, CONSTRUCTION AHEAD," 24"x24" diamond, clack lettering on yellow background. One (1) sign of the type mentionel above will be posted at each street entering onto the project site. All construction and detour si.ining shall conform to Part V "Traffic Controls for Highway Construction and Maintenance Operations" of the Manual of Uniform Traffic Control Devices. SP-24 REMOVING TRAFFIC AND STREET SIGNS The C,r.tractor shall be responsible for maintaining all traffic and street signs. In thu event it shall be necessary to remove a traffic or street sign, the Contractor shall notify the City Engineer, City Hall City of Renton, Washington, for all ch.a iges 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-25 CONSTRUCTION EQUIPMENT Drivers of motor vehicles used in connection with the construction or rc,.air w rk shall Obey t affic rules posted for such location in the m sae manner ant under the same restrictions as provided for the drivers of private vehicles. SP-26 SIZE, WEIGHT, LOAD RESTRICTIONS FOR MOTOR VEHICLES All motor vehicles of the Contractor, Subcontractors, and suppliers shall strictly adhere tc Ch. 46.44 of the Motor Vehicle laws of the State of Washington (1967 Edition and amendments ::hereof) in regard to size, weight, and loads of motor vehicles Paym: ' will not be made for any material that is delivered in excess - of the legal weight for which the vehicle is licensed. SP-Faye 9 �44' �F. (mrassmsaasssssssa� SPECIAL PROVISIONS (CONT.) SP-20 OVERTIME FIELD ENGINEERING When the Contractor performs construction work over the accepted 8 hours per day or 40 hours per week, or on any City holiday, and the work re- quires 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 necessitr• 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 mor thly estimate. SP-21 HOUP-1 �)F WORK The working hours for this project will be limited to week days during the period frCm POO A.M. to 4:00 P.M., unless othen-ise approved by the City. SP-22 POELIC CCNVENIENCE AND SAFETY The Contract,, shall, at his own expense, provide flagmen, shall 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 C_^tractor should fail to maintain sufficient lights and barricades in the ,._union of the Engineer, the City shall have the right to provide these 'fights and barricades and deduct such costs from payments due the Contractor. A plan for traffic control must be submitted for the Engineer's appro- val before the beginning of construction. The Contractor shall main- tain detour routes and other routes used by hie el!c_pu,ent hauling mater- ials to and from the area. 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 the Engineer. 1. me lane each way to be available 7 days a week between the hours of 4:00 P.M. and 8:00 A.M. v 2. One way trai_ic (one lane' may be permitted between the hours of 8:00 A.M. to 4:00 P.M. Monday through Friday provided that a minimum of two flagmen be used. 3. Under no circumstances may the road be closed in both directions for any exterded period. Ss-_ave R SPECIAL PRDVISICIS 1COHr.1 11-16 WAGE SCHEDULE (Cont.) the Contractor and/or Subcontractor will bo notified of the correct rates by the Industrial Statistician and approval will he withheld until a correct statement is recaived. Each voucher claim submitted by A Contractor for payment -n a project estimate shall state that prevailing wages have been paid in accordance with the prefiled Statement or Statements of Intent a, file with the Department of Iabor and industries as anprrnmd bV the Industrial Statistician. Affidavits of Ws'es raid (Se 9843) are to be filed with the State Treasurer, or t Treasurer of the county or municipal corpera'_ion or other officer of person charged with the custody and di shvrsemeut of the state or cotporate funds as the case may be and t•.:o (:) copies of each affidavit at,- to be filed with the Director of the t'cnart*ent of Labor and Industries, Attention: Industrial Reletrons •.isi on, 1601 Sec,' .d Avenue, Seattle. whenever practicable, Retidavits pertain- ing to a particular contract should be submitted as a pa; 1:Ane. SP-17 SDACOHTPACTOP.S A list of subcontractors and suppliers that will be in,mlved with this project shall be given to the Engineer for his review ani al.roval immediately after them contract has been awarded. This list must be rerNi vex': by the Lngineer before the c,+ntracts may be sinned. SP-18 CT1ANGE ONI Ra All additional work that requires compensation to the Contractor for items that prices aro not included in the contract shall require a written change oruei before work may be done. The Contractor shall be responsible for acquiring the necessary change orders that are reiuired by any of his subcontractors. SP-19 SURVEYS Section 5.06 of the standard Specifications shall be amended by the additior. of the following: The surveying on this project will be dome by state Highway Department personnel and the Contractor =call notify the State Highway Department Inspectr, a minimum of forty- igit (48) hours in advance of she need of survey. . The information t:> ne supplied is the streot cent>r line IxAticn and grade, the cut or fili up to tub- grade at the point of the w.^ter line l,,,;atjon, and the lccaon of all proposed r'Alverts. SP t 7 MR PROPOSAL �f "i TD THE CITI OF RENTON RENTCv, WASHINGTON Gentlemen: The undersigned hereby certif that w Of the proposed work and ha v ha atexamined the slte .. specifications and contract g erning they work embraced thisimprnd themplans, the method by which payment wtll be made for said work, anJ hereby propose me undertake and complete the work embraced in this improvement, or as much therecf as can be caapleted 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, anotal amount of bid should be shown. Show unit prices both in writing and in figures.) FSA„h CON;)4MPON COMPANY, Signature�ti- -�.�'L FRANK COLUCC10 CONSTRUCTIOR C$ Address 7778 SFWARD PARK AVE :;O. Names of Members of Partnership: OR Name of President of CoTporatic,n Name of Secretary of Corporation n ���E...c.e.-e.c.� Corporation Organized under the laws of With Main Office in State of Washington at_� ! 1 M t 40 CUR13 OR SDEWALK WATER MAIN HYDJ V PLUG WITH 2 TAP GATE VALVES �\ \ 2-BLOW OFF � A'SEE;SEMBLY BEHIND CURB OR SIDEWALK �.,..... T f2'GALV, APPROX. 21x1015 METER BOX-- VALVE BOX- 21/2ADAPTER(IPT• HOSE) TH CAP 9 CHAIN BLOCK END OF MAIN GALV PIPE PLUG WITH 2�TAP 90• ELBOW ITH 1/4'ORILLED HOLE WATER MAIN 2- GALV. PIPE - 2"GATE VALVE I �67- 2"GALV PIPE - (C I BODY 9 2�J OPERATING NUT) STANDARD DETAIL FOR 2 " BLOW OFF ASSEMBLY I � I a , o Jib C� 2' MIN SHALL INCLUDE FINISHED GRADE r � HYDRANT EXTENSION^" WHEN NEECED OLYMPIC FMDFY. — OR EQUAL CI %ALVE BOX 6" C I SPOOL —6" GATE VALVE(FL•MJ) CONIC 3/4"SHACKLE RODS ,k) .. BLOCKING— . d — _. ' CONC. LO B BLOCKING 1 1/2"WASHED GRAVEL `—X• 6" TEE IMJ•FL) 16" 4" CONC BLOCKING HYDRk1T HYDRANT GUARD POSTS SHALL BE STATE OF WASHINGTON DEPT. OF HIGHWAYS DESIGN OF CIRCULAR Z' ^' 2' PRECAST CONCRETE GUARD RAIL POSTS. OiUARD POST (TYP) O I I i STANDARD DETAIL FOR <.. HYDRANT ASSEMBLY 81 HYD. GUARD POSTS I r 4Se �. " MATERIAL LIST I - 12" GATE VALVE (MJ) ELEVATION VIEW 2- 2" 900 EL L(IPS)(TYP) 3- 2" GATE VALVE( C.I. BODY) ( 2" OPERATING NUT) . .: 4- 2" NIPPLE ( IPS)( TYP) 5- 2" DRESSER COUPLING f --- 3 of 4 ; - --- INS PLAN VIEW STANDARD DETAIL FOR 2° BYPASS ASSEMBLY FOR 12" GATE VALVE j OLYMPIC FNDRY CASTING * 5822 WITH TYPE D—� LID OR EQUAL c CONC RINGS BLOCK OR BRICKS (TYP)— Z � I MOTAR(TYP.)� co �2• (• e t0 c N I Q r , 9 l; XPA SION f t z JOINT MATERIAL 0 t 4" 4•-0„ 4 "AIN 4- i i I i STANDARD DETAIL FOR CCNCRETE VALVE CHAMBER FOR 120 GATE VALVE Thrva/al I!H1nps In Pounds M� a/100 Pound.per Scuure Inch of Wut.,pressure r-1000 1l70 Bf 131 476 1336 im Im 619 _ 30 ilia 22" I230 {?{ 6 —1`b 1960 2750 IOC 759 ISO 3020 no I650 790 100 IMO 3330 !900 919 r--100 U70 $430 — 293o--is00 ISO 4100 SONIC Silo I900 200 1730 6710 U30 1950 r ISS0 ;s a Nlo S3/0 2720 See i9w 11200 Soso 309 Ir— 06 Mx0 13600 7510 700 1 ISO 100 1900 7O0 4020 ! ISO 1131700 I5900 9620 4400 'a,",10 i=9s- n MOO 17400 9450 4,10 -- Ir— so iISE 39500 --1oc00— 3394 - -- ` -- 100 16600 20600 11200 $700 - 00 15900 3x300 2 12200 .21C SOD 17200 2N00 13200 6720 14"— SOSO t96o0 i67oo 1i300 7370 ,` ISSOO 2116600 3 N 306O0 15300 77O \I6500 I8440 m 1 m6 13300 3:990 um two9 �•� :" is — so 34000 339M 19400 0370 \ 100 15700 X300 19700 10000 �-- 130 27900 39600 31300 lamr• tog 30M0 �2800 23M film ISO 33000 69500 16700 13700 — / I50 3$0U.300 54IN 29300 149M 00 1so 36700 51 t9300 16900 PPP m�— w 3c7oa si9oo 2e100 uwo 100 39700 56100 30300 ISSo0 --- ISO 0000 60900 329M 14M too 67600_07000 36300 16500 34 s0 52300 76000 60000 90/00 100 36900 00300 43500 22200 1S0 61700 07300 472M 14100 i no 69200 96600 $2200 2660O 30"— s0 12i00 117000 63100 32200 ' - t00 66200 125000 97s00 3/600 �. ISO 96700 13700p 76000 37700 200 106000 130000 91106 61600 v5 ¢ 36"-- 70 II v 197000 00 6G100 �e 100 127000 IT9000 90 9G0 69600 a€a ISO III 000 107000 I WO 9300 200 I52000 910000 1 Isom 160d7 $9300 1 STANDARD DETAIL FOR GENERAL BLOCKING SPECIAL TECHNI at PfrWlSIONS MOM.) TS-10 MEASUPYMNT AND PAYMENT (CONT.) h. Concrete Blocking COMcrete blocking shall be measured and paid for at the applicable con- tract price, per cubic yard, payment of which shall constitute full cam, nRatte^ for furnishing the material in place, complete. i. Select Trench Dackfill Select backfill shall be measured and paid for at the applicable con- tract price, per ton, payment of which shall constitute full compensa- tion for furnishi, and i;,stalling the material, in place, complete. j. !C Cold Mix Asahalt All MC Cold mix asphalt requir•.d for te.,,snorary restoration shall be incidental to the .: ntraet. k. Resurfacing or Patching of Cement Concrete Cement concrete resurfacing or patching shall be measured and paid for at the applicable contract price, per cubic yard, as per Section 78-3.01 of the Standard Specifications, payment of which shall consti- tute full compensation for the resurfacing, complete, including sub- grade preparation, and all necessary incidental work. 1. Resurfacing or Patching of Asphaltic Concrete Asphaltic concrete patching shall be measured and paid for at the applicable contract price, per square yard, as per Section 78-3.01 of the Standard Specifications, payment of which shall constitute full compensation for the resurfacing complete, including subgrade prepara- tion, preparation of and connection to existing pavements, base course, tack coat, finishing, and al: _ssary incidental work. TS-Page 12 {:- SPECIAL TBC)MICAL pMgs?ONS (CONY.) TS-10 MFa6UREMENP- AND PAYMENT-(CONT.) c. Gate Valves 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 ccapensation for the concrete vault: and all other necessary accessories for A complete installation. Y t-Note: city Supply - + only the 12"pass valve assembly. gate valve and material for the 2" bv- - The R" and smaller gate 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 valve, valve box with extensions, if necessary, concrete valve market, wnd for all other necessary accessories for A complete installation. d sa llote: City to supply only the valve and valve b,va pd. Fire Hydrant ro Fire hydrants assemblies shall be measured and paid for at the appli- c able unit price per each, in place, complete, which shall constitute full compensation for tee, valve, valve box, spool, fire hydrant, shackling, installation of blocking, bracinq drains, fittings, and all .r other necessary accessories for a complete installation. Note: City to supply only the tee, valve, valve boa, spool and firs hydrant. e. Fire Hydrant Guard Posts Fire hydrant yd guard posts shall be measured and paid for at the appli- cable unit price per each, in P)nce complete, which shall constitute full compensation for a complete installation. --} f. Fittings Fitting installations shall be incidental to the contract. ty - g• 2" Blow-Off Assembly The furnishing and installation of blow-off assemblies shall be paid " for at the applicable unit rice p per each, in place compete, which shall constitute full compensation for plug or cap tapped 2"x 2" galy. iron pipe, 2" gate valve, valve hox, 2" galv. 900 betd with �" drain hole, 2" x 2h" adapter (IPTX Hose) with cap and chain, and meter box, and all other necessary accessories for a complete installation. TS-Page 11 SPECIAL TECHNICAL PRQVISIONS (CONT.1 T_-07 TESTING (CONT.) c• Leakage Tests 'cont.) satisfactorily completed on the new pipeline or concurrently with the Pressure test. The hydrostatic pressure for 'he leakage test shall be equal to 100 psi. TS-08 DISINFWTION Disinfection of the new water s;•stam shall be required prior to com- pletion of the project and shall be in accordance with AWWA specifica- tion C601-5,. 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 period of 24 hours. Disinfection of the entire water system installed or disburbed under this contract, including pipe, pipe fittings, valves and appurten- ances, is required to conform with the specification stated herein. TS-09 CLEANUP During the time that the work is in progress, the contractor shall make every sffolt 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 he main- tained in a satisfactory condition, the engineer may cause the work to stop until the "clean-up" portion of •he work has been done to the satisfaction of tine owner and/or engineer. TS-10 MEASUREMENT AND PAYMENT a. General Unit or limp aiz� bid prices for all items shall include all costs for labor, equi(ment, material (if included), testing, .aIocation and modifications to existing utilities, and all incidentals necessary to make the installation complete and operable. b. 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, backfilling, foundation preparation, ccmpacti�n, pipe laying, jointing, fitring installations, sheeting, shoring, deweltering and temporary restoration, excluding cement concrete and asphaltic concrete resurfacing or ,matching. TS-Pa_ge 10 s PECIAL Tcr•iNICa* FROVtSIrIJS (COt;L.1 iMSTORATION 0. sUgF.%CES ((ONT ) f• Crushed Rock_�cina (cont.) U.S. Standard Sieve Size % by Wt Pas square opening 1" square openina 1001 4" square opening 70.951 4200 35-701 10% max. Water shall be added during rolling operations as necessary to secure required compaction. The crushed rock may be spread in cute layer and shall be adequately t•laded and mixed to obtain even distritutim of the rock. Alternate bladinq and rolling shall continue until the required finish surface and density is obtained. The crusb& l rock shall be compacted to at _ least 100 percent maximum dry density at Optimum: moisture content. Water shall be added As necessary during blading and roiling opera- tions to obtain the required ccmpactim. 9. Trmt,or&ry 14C Cold Mix Asphalt !1C Cold premixed asphaltic concrete shall b., required in sane areas for temporary patching on this project, where deemed necessary by the Engi- neer. V -r•7 TESTING a. General Hydrostatic pressure and leakage tests on t.1e new pipeline shall be made in accordance with applicable prnvisioes of AWWA C600-54T or C603-64T and Section 74 of the A.P.W.A. Standard Specifications, except 89 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- 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 bnfire 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 thr_ ,r,lscnce of a Utilities Department -� Inalr .actor. Insofar as practical, tests shall be made with pipe joints, f±.ttir-a Arm valves exposed for inspection. c. Leakage Tests r.eakage tests may be required after the pressure test has been TS-Page 9 SPECIAL TECHNICAL PRf+VISIONS 16 FESTJ) AT?Ott OF SURFACES CCNT. Asphaltic Concrete Surfacing ont. Base coursr: aat..1111 shall meet the requirements set forth herein for crashed rock surfacinq. Asphaltic concrete shall be hot plant-mix, conforming to Section 34, t A.P.4.A. Standard Specifications, Class B. ASIhalt cement shall have a P- Irt rat.on of 85 - 100 and shall meet the r Y, equirements set forth g in APflic•able provisions of Section -7, tions. A.F.W.A. Standard gpecifica- : e. Portland Cement Concre�e Surfacin The °inished Patch shall match the existing thickness of the concrete sur'ace over 4 incl,es of crushed rock base courss. Be:Pare Placement of the Portland cement concrete Patch, the base course material shall he shaped to the same section and slope as the finished .trade and compacted to 100 percent maximum dry density at optimum moisture content as determined by Standard Proctor compaction test, ASTM Designation D698, Method D. After the subgrade for the Pavement has been compacted and constructed to line and grade, the cement concrete Pavement patch shall be placed, compacted and struck off to the grade of the adjacent pavement in accordance with thepertinent provisions of Section 39, Standard Speci- fications. 1 ease course material shall me-t the requirements set forth herein for crushed rock surfacing. Portland cement concrete shall be Class 5 0S) . High-early-strenqth cement may be required at the option of the engineer. f. Crushed Rock Surfacing K Existing shoulders, and existing gravel surfaces shall he resurfaced with crushed rock so that a minimum finished thickness of 4 inches is obtained. The finished surface shall match the slope, crown and grade ■ of the exiting surface. ■ Materials and placing shall be in accordance with the appiiceble pro- visions of Section 23, A P.W.A. Standard Specifications except as moLified herein. Ballast and maintenance rock will not be required. - Crushed rock surfacing shall in all respects meet the requirements set forth in Section 23-2.01, A.P.W.A. Standard Specifications, except the crushed material shall beet the foliowi,io gradation: TS-Page 8 - 1 BFECIAL TE HH7CAL pROVISION�s.«ONT) TS-06 x'T044m7pr1 OF SUMACE3 a• Genexal `3ue te to the fact this work is being performed in conjunction with the decidr+didente State project, ,;; e,the extent and type of restoration will be h,H:I__-r or his delegated representative. Basic FcyuirFments for surface restoration are as follows; Roads, streets, driveways, shoulders and all .ther surfaced areas, .a removed, broken, caved, settled or otherwise Lam installa- tion of the improvements covered by this contractgshalueb o= pairedand resurfaced to match the existing pavement or landscaped area asset forth in these specifications and as qualified above. - 'rhe ends and edges of the patched and resurfaced areas shall meet and match the existfnq surface and grade, and shall terminate in neat, even lines rarallel to, and at right angles to the roadway. No piece_ meal Patching or repair will be allowed. Damaged, disturbed or other- wise affected areas as defined shall have edge trimmed back to provide clean, s of existing pavement material. solid vertical faces, free from loose All temporary aui ace restoration where no hid be incidental to the contract. item is provided shall b. Areas to be Resurfaced (1) Existing asphaltic concrete surfaces shall be Patche? with asphaltic concrete over a crushed rock base course. (2) Existing Portland Cement concrete surfaces shall be Patched with Portland Cement concrete to match existing. c. Privat�vewa, Private driveways, walks, and other surfaced areas shall be repaired, Patched and resurfaced as required for the type of surfacing encoun- tered. d. Asphalt y_ 'cam ete aurfacina The finished patch shall provide a minimum thickness of 2 inches of }� asphaltic concrete over 4 inches of crushed rock base course. Before , placement of the asphaltic concrete patch, the base course material _r. shall be shaped to the same section and slope as the finished grace ' and compacted to 100 Percent Sta maximum dry density at optimum moisture content as determined by #r Designation D698, Method etandarI Proctor compaction test, ASTM The asphaltic concrete patch shall he placed ove as to obtain a minimum thickness after compac r the base course ^o tion of 2 inches, and shall match existing surfacing. The asphaltic concrete shall-.id cross-rolled to obtain thorough compaction. he railed TS-Page 7 "b 1 f ( `"' SPBCIAL- TECTT7I..AI, PROVI�iONS (CONE ) � _ I TS-� PZPE INSTAL ram y fC(ki'f� f• Valves and Valve-a Ch rs (c ) ort. All valves shall have concrete valve markers with distances clearly marked as required by the Engineer. Note: Only Gate Valve and 2"by the City. 6ypass Assembly materials to be supplied 9• Fire Hvdrant Assamblies Fire Hydrant Assembly installation shall be in accordance with Sectio,r 77 of the A.p,W,A• Standard Specifications. The Fire Hydrant Assembly shall 6" Gate Valve (FL x include: 12" x E" C.I. Tee (MJ x FL) - MJ), 6" C.I. Pipe Spool (PE x PE), 5" MVO Fire Hydrant (MJ Connection), S" x 24" C.i. Gste Valve Box, Ind 3/4" Shacks Rod with accessories, and hydrant extension where called for by Engi- neer. 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. Note: Only the Tee, Gate Valve, pipe, Fire Hydrant, Gate Valve Box, and Hydrant extension will be supplied by the City. h. 2" Blow Off Assemblies Water main blow Off assemblies shall be constructed as shown on city of Renton "Standard Detail for 2" Blow Off Assembly" as bound in these specifications, Galvanized steel pipe and fittings shall conform to the requirements in Section 72 of the APWA Specifications. Note: Contractor shall supply all material for the Blow Off Assemblies. _ i. Concrete Blaming Ger-.eral concrete thrust blocking shall be in accordance w: provision Y2.14 Of Section 74, A.P"W.A. Standard Specifications, The City of Renton Standard Wtail for general blocking is bou cations. nd in these apecifi- .'.•�. TS-PA9a 6 a t w All'']NI'IlV iS4V,v✓•r'N �Allmlr�qp L U N T d11t XY1 87VS AY 4:C?N 1 +�: �rva xotteunoi :.w, OU m A"WVnt ....... . .;::..r. .. ... .< ildAl"©Q ..................................................._... . 0=, w C, � �� }tt"��3•S�YQvy���} � y�rT i r �►11i �3 i 1{✓3r'1 � ry IMM 'rt1i1 'LQI • . �lYlll�wS�2bOI flM.t Amwwlpm 1t010 60y'? ZgEl lABUWAT - - [EMT. WAiK toil M. A. REGALE, INC. 8A &1100 SOLD TOI:,�,,.�?'f .•C,t{�..... � . ..... ....... .........f....................._...._. ............ DII,IVER 6UAMrMr QI.Yp 'IbXt 86C U® Pnow PR= AIIGJ'dT _r+axac WIDQM La -- — —.MET WE1CM Lm g ^ R=- -- Aaa—"rr si.l6 TAx N? 125 725 K"madly wool MW M A.HGAIt,IMc,.w a M IIPYIP ly oar dawep.ro rMPbaPry,Z=dly dd. ;fls wK� roadwr w Pr�rwP pppPrry ;n MUwrIP/ n rnPNryl boN obey.w IbPN PronMPw B tF: n 1 ., Iwlo so mr, xaex. worl M. A. SEGALL INC. SOIL TO:. ��fiG................ ...._............._ _..........._. ........... ........... NpR .......f ..... r DI T4 . a oG GUAIRVY a TM ,� .alm AYJIIIR — ,AI — TM a0clrr LB& ,ADCD K _ _ AFg01R _ SALPS T�. A � TOYA.IUtL N" 125724 ° o M A�Y/��C,' ? M Ibb11:: , du+wp�w•"V 1t afro.Wow ••.e..Y a MhM popwYy In «II on B J •.wnN Orr Nw•..n..w..a.. 1 P mia+t"Cs`tlIR°rt7.9'4'9irAr' a [BA3w- HVENVI HI�BMAT . . +' M'. A. SEGAIZ INC. MM 6-3200 SOLD M C4, . ..... AMOtW BM -- TM Boo 'T!768 WN@R'JA __T91K7C WHOM_I2Q -_ .a': MET WIICM IJS � PL".`p BY AMOUNT SALEF T % �- :v 25721 W—..A w .�...�xrd IDA lp SC7TNCp� ►A8[W4T W7T. WABK "M M. A. SEGALL INC. &9300DATER., y, 7.2�, .. I SOM TO: .. ............ ........... ....................... . ... r .. .. ......�.7................ CUAWn" CV.TA TONS =c DarmMom AMOM .. pN - wmwnarrr LDL — 1 wrxixr tes ' - , I Net welcNr LB& nE17D n ,... '7F EALEP T � T4TA. {Mt. NO f'2 5 2 0 N b Ip lfN fly.pa.a Ib.I ba A UG&J,INC.. .. M Ili:bl.Iw wy J....p.I.IM.bb.m Md.. sb.. Io.d.nf � .,%.I. p.p..,,y i dNI.W.p B otaii.l I�IM bo.. Inw o,.n%r.. � r MONO" ,ww,!m.... ., y w'- ,. S±'*'.•'+,s•1++NI.tli - 1Nli � eOUTRCaM vAttwar . - ymrt wAs seal M. A. SEGAM INC, BA 6-3200 DATE.W r - . nG2.. . SOLD TO: ,., . �• ... DUNM OUATn" CU.ne TOM DQLwIPT70M PR= AMtlu1R _rre.s _dose Wmaw un . n�ixac wHcrrxr cx eer wncser us, _•,; _ _�.Y� A1�gyt� S i$ YTorb: IY '`I N9 125718 a q l .oily A 1[GALL,W,wM;, M ii�bl.IM onr Aoinop.ro Yx.Ab Ir,Aewr� .yy F .e6�, rnd.ev o. o..a�. C�� in IdIwHM Y It wabrl.l I.I« bon on�A« i�w i � ti 'ogle SOOT110EWM PAAXWAY EM, WAt1L 98001 K A. SEGALL INC. SOLD TO: _ ?_T.-lL.r-l�.p.......................... t DEUVfft Tom. . ' :r: ¢...f.✓. .i i r., QUAIIfPFY ❑7.of ]VNi �= OML_'pIPRON PW= AMOUNT �M ' Dbt _ _ r N I-U bn --- N[T WEIrW LM. _ s IIE=BY M�.JOIR __. bALFS TAX mm POfA_ AMY, N4 1 1 1 4 N N-P N IeY oan Ma M A.SIMALL 1MC.A M 1 y.Iiobi.is anY 4..�.0.to ArWbwV,Il.w..,yry yN .olYa. ro W" a >•,roN Or^Da1Y in MINMM �o•..i.l IMtl wka.a Aw peM1a F °�FN . Tags 4 16spone1b111ty 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 data 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 sub-contractor, if any, shall submit to the City such schedules of quantities and vests, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertal�.ang to the contract as may be re- quested by the City from time to time. (10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the contract, including the payment of all persons and firms performing labor on the construction project under this contract or furnishing - materiels in connection with this contract; said bond to be in the full aneur.t of the Contract Price as specified in Paragraph 11. The surety or sureties on such bond or bonds must be duly licensed so a surety in the State of Washington. (11) The total amount of this contract is the sum of Forty-Four Thousand One Hundred Sixty Eight and 25/100 ($44,168.25) vhlc!: includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "general conditions" of this contract. - IN WITNESS WHEREOF, the iity 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. k' CONTRACi'OR - CITT Ur RENTON Frank Coluccio Construction Company, Inc. Wa%hi _ ?�A YacAtn4}ffi Cn/r�npra tin elZ -Mayor State of Washington License: 223-Olp4860 ' G ^-ity Clerk - - City of Renton License: 345-72 i i 9! - bald contract such materials, machine-„ appliances, equipment, plants and other praperties belonging to the Contractor as may *e on site r.;.' the project and useful therein. (4) The foregoing provisions are in addition to and not in lizitation of - ' any other rights or remedies available to the City. (5) The Contractor shall hold and save the City and its officers, agents. A 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 contrae, to be performed hereunder, and for, or on account of any patented or unpatented invention, process, article or appliance manufactured for 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 authorised representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States Nail postage prepaid and registered. (7) The Contractor shall commence performance of the contract or. the day of 19 and shall cm- lete the full performance of the contract not later than 45 calendar days fron, 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 i One Hundred Dollars (1100,00) as liquidated damages for each such day, which shall be paid by the Contractor to the City. (8) Neither the final certificate of payment nor any prv�iision in the con- tract nor partial or entire use of any installation pr3vided for by this contract shall relieve the Contractor of liability in respect to any express warranties or r t s 400 ?ags = (a) This agreement (b) Instruction to bidders (C) Bid proposal (d) General conditions (e) Specifications (f) Maus and plans (9) Bid '3• 0 Advertisement for bids (I) Special contract provisions. if any (3) If the Contractor refuses or fails to prosecute the work or any part thereon, pith such diligence as will insure its completion within the time specified in this i contract, or any extension in writing thereof, or fails to Complete 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 sail be appointed on account of the Contractor's insolvency, or it he or any of his sub-contractors should violate any of the provisions of this contract, the Citv 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, sac'. violation or nor,-compliance of any provision of the contract shall mane and satisfactory arrangement for the correction thereof be ma?t, 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 shall immediately serve written notice thereof upon the surety and the Contrat- for and the surety shall have the right to take over and perform the contract, provided however, that if the surety within fifteen (15) da`s after the nerving upon it of each notice of termination does not perform the contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itse if may take over the work under the contract and prosecute the same to completi^n by - contract or by any other method it may deem advisable, for the account and at :he expense of the Contractor, and his surety shall he liable to the City for any excess cost or other damages occasioned the City thereby. In such event the City if it ao elects may, without liability for so doing, take rossession of and utilize in completing t t i IBIS AGREEMENT, made and entered into this rh 30 u.y of by and between THE CITY OF RE.JTON, Nashtngton, a municipal corporation of State of Washington, hereinafter referred to as "CITY" and Frank Coluccio Consturction C Washington Corporation ] onpany Inc a _ hereinafter referred to as "CONTRArTOR". W I T N E S S E T H. + (1) The Contracc^' shall within the time stipulated, (to-wit: vlthip 5 5 calendar days from date of execution hereof as required by the Contract, , of which this agreement is a component omp part) perform all the work and services required to be performed, and provide and furnish al' of the labor, materials, appliances, machines, tools, equipment, utility and transportation services � necessary to perform the Contract, and shall complete the construction and in- i stallation work in a workmanlike manner, in conne,tion with r'_e City's Project (identified as WanQR Plt*J�,INo. 315 ) for improvement by construction and installation of: 12- Ductile Iron rdter main in Sunset BlvB. N.E. from N.E. 12th St. to 138th Ave. S.E. All the foregoing shall be performed, furnished, constructed, installed, and completed in strict conformity with the plans and specifications, Including any and all addenia issued by the City and the other documents hereinafter enumerated. It is agreed and stipulated :hat said labor, materials, appliances, machines, tocle, ' squipmant and services shall be furnished and the construction and installation on V performed and completed to the bstiefaction and approval of the City's Engineer as being in such conformity with the plans, epocifications and all requirements cf the Contract. (2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documemts all of a J rE1m;b an cosponaot pare of said Contract and as fully • part [hereof as it 3 bareln set out in full, and if not attached, as if hereto attached: _ t { , F r S:kI EMY.. OF PRICES - (W-3151 Approximate Icty Oeacrintfon _� Unit � r:cc_ Total Fri;.. c 4- 10. 3420 TONS Furnish and Install Select. !jackfill Mater' I Per Ton " 7 (Figures! 11. BO CU.YD. furnish And Install Cemanc C ncrete Surfaceft qtoration QIKC.fi •• / ' V Par -,uVIW Yard f 12. 190 SQ.YD. Furnish and Install Asphaltic CypereGa Surface Restoration Per Square Yard Subtotal NBC 5% Sales Tax '.. TOTAL f� THIS UNDERSIGNED BIDDER WREBY AGR=S TO START CONSTRUCTION WORT ON THIS PRO.LECT i IF Alt>_?0M BIM, WI'TBIN TRW (10) DAYS AND TO COMPLETE THE WORK WITHIN FORTY-f'IVS (45) CON®Ct1TI+78 CALEND" DAYS AFTER STARTING CONSTRUCTION. DATR2 TRIS� OAY Of . 1972 ,. 3 c 1K COLUCCIO CONSTRUCTION COMPANY, f TITLEr ADDREcs:FNANK COLUCCIO CONSTRUCTION CA 7778 SEWARD PARK AVE SO SEATTLE. WASH. 98118ji 1 I i i •SCHEDOLE OF PRICES - (M-315) approdsa to - _ Deecriytion unit Price Total Price 1. 1200 LF Install 12" Ductile Iron, Gaspp _ oa I IT* J.) rater ipe U-� a - = �S �+ Paz L.T. (Words) (Figures! .• 360 it Install 8" Duc•.i 'e Izcn class I (T.J.) water Fi; z, �- Per L.F. i 3• W I.T Install 6" Ductile Iron Class iI (T.J.) Water Pipe p Per LF a• 6 BA Install 12" Gate Valve anbl a in Conc. V At 0 00, >. '- 23 Bw Install 80 and Smaller Gate NV}I1ve Assv%}blies Mott+�C.i fta..tiL�t�l �.�y_•• 5 .f7.�-• •e Per B 6. 6 3A Install Fire Hydrant sasblioe ::' S S f+m•e— 1 D Per Each 7. 12 BA Furnish and Install Fire Hydrant Gu&rq Poste 4 Per I am H a' a. 10 BA Purnish and Install 2" Blow Off A•namb ly d/6aytr 'op, Pet Each f � 9. 20 N.YD. Furnish and Install Concrete Ely ckinq p` .%L L or / .ice Per Cu. d. ) r A ASSOCIATED SAND & GRAVEL 5gG I COMPANY, INC. • NRM DIVISION I.O. WE U870 • 18500 SOUTHCENTER PARKWAY • TUKWIA, WASH. 98183 SEATTLE • (ws) 2.&I800 PURCHASE ORDER N°— — - - c°RT°M0260 00 N own E $ 23 7;t t*rRlffz--C-EUM10 COpBT-Qp - PLAMT '7??A SEYARD PARK_AYJ____----- #CRT" t-ATTL:"-QA- -4N'lY9 tA00 �------- -------------- --- -- - -- gIANTITy LINK Rl"10A AI1T 1 ANOYM Lei AEC Can wX TON{ STANDAm MIX TONS SCHM A X TONS TOPEKA MAX TONS SHEET TOP MIX _, �... a, TONS STATE SIECIPICAYION CIASS,� -T'i TONS ASPHALT TREATED SASE � �• 1 Qi K Y GALS, EMULSION % it A GALS 8S.100 ASPHALT +" nn TTs �,R.E r AM1FP C^,rr �..y ASSOCIATED SAND & GRAVEL 5gG COMPANY, INC. • NRM DIVISION P.O. WE SSSTO • 105M 5WHCENTER PARKWAY • :UKW I:A, sASH. 98188 I.. SEATTLE • (206) 2"2500 PU"CHASE /� t ORDER NO - CURT77 - 0200 00 �1 y DATE I :l 14 7A ' To►*& C LLCCIC COItiT 00 PUNT YA;•. PA117I_ A�[_ " ATTL. 7A iAllt 260t1 _ ------ -------- Lot MC OLLD MIX TONE ETA OARD MIX TONS SCNM MIX TONE TOPEKA 10 % +yy TONS SHM TOP MIX TOILS STATE SPECIFICATION TONS A04MY TREATED SASE OASS. EMOISION 9/d5, e6T00 ASPNAIT I ♦RUCfc NO. �� 11XGAIVXO XY TA% � TOTAL --01 13391 AcC�;P ,Eo BY THIS TICKET R. CLSTOMER COPY i . ....,.. .. �. ...._ Sri AiIP i IY r;- C AULASSOCIATED SAND & GRAVEL S&G COMPANY, INC. . NRM DIVISION { P.O BOX 888/0 • Iw6 SOUThCENTER PARKWAY . TUKAOA, WASN. 98188 )E UPATTIE . (206) 149-7800 1i} PURCHASE Onou noO ..--- 8 ' -- C'.UBTOMBR 3.OMO 00 4 ___ _ ___ 1 s 72 FRANK CCLUCC10 CM?? 00 ANT 'rTTT SCr71t0 PARF"i-------- ---- ATIMN I Sr ATTLE VA 26110 R6C7 ------ -- w wvpa OUAMITY —__ UN�I EBC�1►T----------------- ------------- on." Ab4UNT LSL MC COLD MIX TONS STANDARD MIX TOMB SCNOOI MIX TOY4 TOPEKA MIX TOM SHEET TOP Wx TOM STATE SP'..INCATION CUIss�- TOM ASP*ALT TREATED BASE ��`• 'T.°; '"t� GALS 'JMMEION 'At& W100 A. RALT TIIUOR I C� RRC6IVRD RYA -- LAILR IT �13374 MP K��;;N:^MU. of Au CUSTOMER KOPY } ti I ASSOCIATED SAND & GRAVEL Sg,L•7� COMPANY, INC. P. +. DIVISION P.U. -I_x tltltq • 18061 Y.)n/ICtNTER PARKWAY • TUKWILA, WASH. 98108 SEATILL R V0612. 2800 PUPCNA`;R ORDER 300260 00 9.. . _ .____-___-. -.__ DATE + 9 fd 72 FRANK clr,uccic Cox$? go PUw ^EAT%L IdA Op118 26C7 ------- - --- - - -- ... / ____ _ _ __. ♦uR MYND6R __ QUANTITY__ U 171T- Of%R�II'ION� URrt Pem[� AMIOUNT_ LSS. MC COLD MI% a.. TONS STANDARD MIX y IONS SCHOOL MIX TONS TOPEXA MIX TONG SHEET TOP MIX /�- TONS STATE SPECIFICATION TONS ASINALT TREATED SASE GALL LVAK3K)N GALL "100 ASPHALT TRUCM NO. (ap:61K0!T TBALAIEII - -_ 13360 ACC GLAIMR A V THIS TICKET T Of - AfMM FR ADJUSTMENT J THE T HURUS. cWCIMCK COPY i mrs M10WAv 9T0 N I=-WAV 0004 ';; p°__--�l--- MAPLE VALLEY L'dr1Cl�[G •1tAVE P.O. /O% 409-R[NTON. W ASNIN6TON 9E033 AT A11 SA 6.1000 • 83%.3100 RA*f -A FPO" UNLOAD ' W-2 TWN T I' "cgw OAtt NUMBER YAW)�� siasin �7ae EBB. oP.� P..RCI.ABE J OCR NO. rw._... .v......-, .. v w.... r�rz.✓♦rw TB COLICCIO CONSTB roM�Nn.s.rw r'I^RCE AMOUNT 1 J 11/2 )A PEA GROU! i LlWT IBM f i 2 3 4 i —'- Trucl CI.LCNM 1 1•t1ry Vff 1 lIERfACN PERfKN pLeReE •EA tWT W.r[P MCWENT -�O�ryCgLMSNt _ —JYYi CUBIC YAmm 30001 M1NN.WM LOAD!YARDS EXTRA HAUL lA.r !AA •-- s10 NrwRr Bxw1 f090z _ a -. ...- EONCNETE f1N[ SVPERPNR YNO 6ANp !•NG AlD10 EpN •b]0 WM 'J•Nt. 5"m G 59011 SUMO Sbb EItPANftON JOWT t EtT RE eAR A50 CUTE 86000 ! roTAL 1STN t S!1N8[T •, TAx n1¢'N No ti.N� M.EUM TBTAL ntn oA1[ wA • UsT rs�w.T TOTAL Ik la 4 _ C W) ; r 11 DELIVERY TICKET RENTON ^. STO N E WAY �` _ MIDWAY CoTlz• lllmt _ E -- AWYRLF. VALLEY A O. DO% sot-R[NTON. WA6NINGT ON 96099 AT" Alb RA 64000 6 631.3100 wrow � . UNLOAD ACC. 9 i.cKL j T1c1T rvw MOK0 J-CALLI-CAUL DATC NLI.B•M YAW 133tol I s ':: o.o �raan �sfs s 7T_ w+i1 y++.« V _UNIT,616CE SLAAMIS 2 . 9TTO nYIMLv !� --- AMDLWT l •T 11/t 7/6 MA�ORWJT LTWT �m ` 2 3 — A i 5 vtn rNew - oz w fz oz.LAST - cA�wx wTm wnn 3'tR S.C. AER S.C. - cra.OwbC a no*wA•:X nz CtuEnT or ctw xr ---�L YIIRD6 •300D1 M,NMIUM LOAD t YARCK EXTRA NAUL tIY MYUIILY IC001 1060f t � —..-- coNCRcrz tw[ wrtRr•R V A1019 6101E 6E010 � ryRA yQ, DMM� G1YVtl f6610 61«0 !JO)D _ I EXRAlMIONJOINT PEET RE wR 950 / CUT9 96000 `»f 1U6 TDTK �- TAX -- - TOTAL. T111RX N(. RARr kLCUN.TOT4 '91t OUt NX1tR AdKD (U5 RT MiN{TR I Z Q �•� X_ __:L1/_ .__—.._ C.O.D. ::: 'jS.RY TICKET ._.---•--- wICWAAN SLTO N E WAY IrIrART f MnItiJ E VALLEYP.C. BOX 509-ORNTON. WASHINGTON 90055 AT xJS GA b10M 9 611-3100 .WIIM — ---- - - # tc III PEi PL\M1 { Np � �) r,1lY � UATE NVMBER M�� 113207 1 it 1 ::.PIA[e. uiu7s t..---asia [ou..wwoRnNTvSNao•a ll � � � PUII[MAIH ORDER NO. UMR.RIC[ — M1DtMr CoLucclo ------ - a •90EM3-(UR�L[A 1 y "� .. rO9 rAwol ox at oz PLF9T uLcnx+ wTw LwTM ]P[w sAcx [R u[x ` __ CM.aJMC[ +u MOI�— or cAMrRT w�.\c+i '` CUM:VARp/ 3p001 MIM•aiw:'LGAO J VARM [xTRA MAUL :` 9tb MMWl J WIO 4Y AJnfl F101b AJpJD _ vx nv MA fiR.\VR 'J\FVR GRFV[L SJOIA 5R)Ll lRiJD [x►ANSJON JdMT I y PE[[R[OAR gyp / curs 56000 TOTAL _- 7 �, f TAX TOTAL rRlRlf b. PL/J\T AU\ tUT4 1Mll dr N1Tf11.G0[b --SIT MGNa11111t x----- -- C.O.C. 1 M DCLIVERY TtP*KET: ,•oll.'Y '"� S T O N E W AY Rw J "ONE / P.0 e0.( 509-RENTON. WASHINGTON 1805S AT" t MA 6-1000 . 631-31M FIMSN J / �7 ,II•L.wo c. MCA ISM I 7 itE:Nr wM• 6/I2/YR 3961 ♦V EWAL Is T~V EMPLCY {r fi ere Como r.a,.:wo�Yr•Mt•�.wc;�[�r[..xn or♦ontK.E� UNR PRICE AMOUNT W R �� SLUMP 4•�.^ NYuwLY 1 lix Tn �PICA i c 4 5 Iw p.a 1 t 2 9 1 ox w4T _-- C[IEI I 1Y�.'1 r.'i 11E ✓f.Np [ ICR . —_ CAUMW MpT�AiEN J OY i.[MEM W CEM.EC. A4 4 vT,T Cu61C�AR0• 30001 MNi1NVM LOAD 5 YAR05 4 ' 'S6 FXMA HAUL .•• �� W r 41X 'R] MYNIILY [0Ri cONViTL rRR 4U^[ y Wq SAND Iwo AxpZO 1 ' ry[RS(L ryMyp W1YLl y �{-` Ex►ANMO[I xxRT— / x X10• 3-- rRr RE wI B90 / ( CUTS 06000- T'TEAL IA! �•t. i $t*9V MISMUAY ` r,[x —x �---- TOTAL rTa[11,p�I�NT v..u.TO T+I TY[OU[ NATP,100EO < [IGNATI�IV � 6' P� 4 � f FRANK COLUCCIO CONSTRUCTION CO. 7778 SEWARD PARK AVE. SO. SEATTLE, WASHINGTON ?8118 P4r PA 2-3306 7-21-72 W-315 Waternain Reloestion - Sunset Blvd. NE. 3 c.y. of concrete hand mixed on the job. f �*a y ^ b `� 4JJu 51 �. Y? i ♦ y INDIO 6097'CENM ►ARIMA7 STR7. WARN. $8131 y M. A. SEGALE, INC. / DATA,. _:.....i...v�-... Som To .. .( �2 { .cL l rrk................................................. ..__........................4:];..................... ..} ... /�/ .. Q/ . 'mot'.•. .....(. ..................DMIVER ... OVAMIiTy a. 'Y l SM (MSGAmr1ON rRgE ANOtxrt O_W _ ip laY _. GROFA WFKFif 18& — MUCK woom La Mm)By AMOM ._. ._____.._ SALLS TAX -,A?ViSl TW#— yR_ 25783 � p N? 12 5 7 V 8 M`*-br 11�n d Mal IA A.SEOALf,INC.,w 1 p Aa�eW ro A,bb , Mown,city wd. �aNMi MIa/abew nw.aorne,w..Mnraruq B L +► ti M. A. $EGAD jNG, w.ra w�i ee �:noo SOLD } ......................... tDEIlVEt{ Tot, L!/j(..... 1 i i h QU11MTRf 4/,TV 7DIQ SAC �tSRf�f10N AYCE AMOVM _ C& !u I _ ANOINT 7 ^---•�_. SALES 'AJ[ fOTA. ANT. i 1 NP 5732 " b.�'k Ma M SE'V, INC.. ,�W'(O.nny damop.b Nrvbbwy, 11oww�. +pwial li MM bawd^�. arep.rry n d.11wrvrq Mw or.nw. B 1 1 i _ .PASZWAY mff, WASH SSy7i ISL 10 soUTHGFMEA • " M. A. SEGALE, INC. DAT t-..� .. " BA 6�'ZBU ��^y /J ` SOLDRq of TO:^>,..-Cc4'-`c ,!GG.................................. G� I { AMOUNT Tows sm wr{-*iv wx 4R'3 i OUANTTT'T CU.TDs l d.4d_ rN t�_I� AMO_11KT PHCD r/ c� TAX TOTA- AMC. ",lota r Mal W&lEC.A1P.UIC., rJo j 5730 b.Ilob4 f«Sa"r d -"*b i ti 1 Imlo SOVTH_CMPR7t PASSWAT . ZMT WASL. SMW M. A. SEGALE, INC tZ / BA F9100 / SOLDTO /. fl.6.fre�C'�i�1...................................—.............. .........i..............._..... ...... .. 'A✓r DEUVER TO tA4...,.... ..... !/C... . ........ . i Car i i OUAIflRY a.YDe TONS sr/e DEIMMON YNKB AMOtY'R C s� Cl.Yh —I-- oM rytw _ 1 —AA WSHnrc IRL m Tm=vmomr LDL Her vvMGW L _-_---_ — SALES TAX M Y pelikull�op•..•r AW M A. SKO WC.wA^/ N4125728 b.N.bY v.,Q.m.q.r.NrrbWry.A....M ..rA r..d. .. .,I.,. r•.o. r 9 ..lww Ysr.bo..N•�..er«.n.. � ti ASSOCIATED SAND & GRAVEL ..ARu COMPANY, INC. I NRM DIVISION ^ ,. non eearo ;,',00 souTHH®nEE PARKWAY lUIcw0.A, WASH, wta V nT•li • (2py) 24F TAW r PUm'HAS[ A •` ORDER NO. `•Y. 4 ,0 _ ..v«.vrA T err < 300MO 00 4 _ DATE .rr � 72 RANM C"'LU:CIG CCNST CO 7 YARC PARK AVE -.- - PENTON r< MA .rP118 24C 1 a 1pS �MR MIY.fI 1 f - F QYAMTI�T/ __YNrtT�T~O[YCRIPSIf" AMUYMTT r LEE. MC COD 4..X 1 TOM STANOA90 AUX Sp•� TOW SCHOOL MIX a t TOM TOPEKA MIX {�`( X -_� T 4 11 ' NS E/RETTOPMJf .. TOW STAR SPEGTKIITIOI C7J155ifr_L TOM ASPHALT TSEATW SASE .. GAM EM%SIOS - WIf. S1/00 ASPHALT ._ No, TRDpI MO. R EI R (9AL[[ � TAT i L C".*,,M *ADULIENT 13670 ACOOMPAHIW"THIS TIC 06 CUSTOMER COPY � r I it A OCIATEJ A G SS SAND & GRAVEL Sg CUMPANY, INC. . NRM DIVISION ►.E BOX EWO • lb'W SOUTHa NTER PARKWAY • TUKW.U, WASH. 93I0 0E A • CM) 2.&1800 PURCHASE MMn/jER11n(� ORDER NO-_- _ ry(� CUB V,.2 V O 00 4 DATE ) L) 72 }RAN- C' I,IiCCSC COMET P1b PLANT 7?% rAhDL'1R1C_l?1---------- NFNTON it: A: :l - YA >iallt Y600 �, IW.VVY•Y S. : M QUANTITY _�_ UNIT. DESCRIPTION UNrt P=iC.1_AMOUN L0L MC COED MIX TONS STANU..AD MIX +x¢ TOP. SCHOOL MIX I hI� R TONS TOPF'A MIX TONS SWEET TOP MIX TONS STATE SPECIFICATION CLASS..__ r TONE AWHALT TREATED SASE 0" EMULSION OYSLL 06100 ANWLT }AYCR NO. RECI RD■T I SAL" TAX X 13665 ACCOMP U THIS TICKST SR -- CUSTOMER COPY t. 4� ., ASSOCIATED SAND & GRAVEL COMPANY, INC. . NOM DIVISION P-M SOX 116E70 • MWO SOUTHCENTER PARKWAY • TUK'W:LA, WASH. 98108 StATTIE • (206) EALESX) PURCHASE "T�0�60 00 4 4` ----- DATE � a{.f 72 c Z��cic coNsr co PLANT . ...TM77r :"WARO POIX-AYE FAi7LF Yi �A118 R?NTON ---- 26C� -_ .. --- __ JOP MURS[r1 _____ _ ___ _____ _______ �ES IY '. TCRIRION��—�'yUnrr LM. MC COLD MIX • r TONS 'ITANUARC MIX 1 °..+ :.: M•�Fr TONS xHow Aux TONS TOPEKA MIX TONG SHEET TOP MIX . TONS STATE SPECIFICATION CU1f TONE ASPHALT TREATED BASE GALS. EMURICM •• „S AM • GAR. ES-100 ASPHALT 3 , ass TRYGR N4 �.s.— Fx SA, ATAR � By THIS 13659 Out A RNTMUTT.E Kim By TN1 MIY TIpRET. STOMER COPY I Ap ASSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION P u',.s [ptll0 • id,W SOUTIICENTER PARKWAY • TUKWILA, WASH. MSS SEATTLE • L1 <NS-]RDD PUR'"NASC ORDER NO,__. 300260 00 4 DATE ,I zg 72 P11ARu Cr:LUCCIC CCX3T CC PLAMT _77.7�x_L .tEAA:�--RAAK Ajvz .__ .--- RENTON EATTLE MA .+P11B t6C3 e.-0yi f ___ JOP N V MIG UNIT. D[fCRIRA U rt awc[I A�IOUNF i USA MC COLD MIX A is TONE STANDARD Mix AMA SCHOOL MIX --. TONS SHEET TOP MIX / TONS STATE SPECIFICATION CIASS--- _ TONS ASPHALT TRYATED SASE �— - GA•S. EMULSION GALE. RSIDD ASPHALT inucK WO. —RKCLiY .. —� — RS `AQ0~ A YY TH"f TICRLTT B 13657 R CU Omkk COPY is .i �A. �yYe ASSOCIATED SAND & GRAVEL COMPANY, INC. NRM DIVISION P.O. SO% 98d'o IeoyY.� SJUTHCENTER PARKWAY • TUKWItA., WASH. 98188 - SEATIEE • (IR) 2�2& I �{�jy��7R�� (� ORDER NO C ER NO _I.1—•_.� DATE 779'.. C:yAF,c PLANT PARK_AYS_rA pule 1 2E00 —JOR NUYIq 41 OVAMITY UNI +OESCNI 1 T U.'hql _AMOU T_ to I" COED MIX 1 k - TOW STANDARD MIX y •° TOES SCHOOL MIX TONS TOPEKA MIX TONS EMERY TOP MI% J s Y TOW STATE SPECIFICATION CLASS ,i• y TONS ASP'IA:T TREATED SASE GALS. EMLRSION 1" . GALS. S&IOD ASPHALT YHEMK NO NRCLIV D NY Mu \• S �I 13655 CILAWS I"*A NY NEW116 MHT.BEACCOM _ CUSTOMER CONY ( t—; „arw + A I A ASSOCIATED SAND & GRAVEL COMPANY, INC. h NRM DIVISION 5gS PO BOX BR[JO • IBnUO SOUTNCENTER PARKWAY • TUKWILA. WASK "IN SEAME • 1106) 2461800 p f DRAI.[ ORDER no GUiIOMEh 300260 C4_ - DATE ► s 25 12 TRAM-: C- LUCCIO COM QO PLANT A_TLr EIA tells P?MTOR — . . --------- ------- - >zso^ iUANT�� La MC COID MIX TONS STANDARD MIX �- TON{ SCHM MIX tt1115 TWEIU MIX TON{SNEET TOP MIX IONS STATE SPECIfIATION`C1A53 TOM ASPNMT TSEATO M1q a" EMRRstom 4 V� V TAX 13654 �Y►A I w°"»�",,.. CUS(OMER COPY 1 Z Yf "f ire f 2 A��K[!I ASSOCIATED SAND & GRAVEL s&(a COMPANY, INC. NRM DIVISION ` P J. BOX BBBID IbSW SOIiTI}CENTFR PARKWAY • TUKWILA, WASK 981N SEATTLE • (M 24&2WD PURCHASE ORUEq NOO __ ' GOBTT!0c:60 00 w DATE 23 .N; ": CO UCCIC MET CO PLANT i -IL. MA iislle - zeo� s _ V1 TwNIv�oescR.-IGESGRI-I MI%RD MI%MI% MI%C' MIX--- ar TONS STATE SPECIFICATION CLASS TOIL ASPHALT TREATED BASE L AIS. EMULSION GALS, 851W ASPHALT THIL/Ck NO.y�—�I RmGEiVKO kY yAL[I TAX GLAIMK FOR ADJ EM MUST at 13647 AGGOMTANIKO KY HGA[E. CUSIOMGR COPY ♦ ti EMESASSOCIATED SAND & GRAVEL COMPANY, INC. . NRM DIVISION I P.O aox EBB-O 185M SOUTNCENTER PARKWAY . TUKWILA, WASH. gal SS WATTLE • (RW 2467800 ORDER ORDER NO---- _ RE"TAM260 00 4 -T-F.iBE"C'LiiCCIC DATE 9 AD 72 COM�l� QO PLANT 7771. SEYAPp p�R.K_I1tE_ . 7-7-I r DA 9bI36 PEO?p/ ?OQJ ___ ioR RuwEE QUANTITY — UN1=.DESORVNON UNrt P.1c. AMOUNT < Lm MC COLD MIX TONS STANDAPD MIX ! TOW SCHOOL MIX A" TOW TOPEKA MIX TOM $MEET TOP MIX TOW STATE SPECIFICATION CIASE(,y�. — TOW ASPHALT TREATED GALS. EMULSION , > GALE. EsVDD ASPHALT —7 A NO. X ! by SA" —� v '....__ 13638 -u . "`AGlUSTMp1T NDRT.X -- . w`c ,RO n TNI.TICKR CUSTOMER COPY 1 _ � r ryl"i 1( oil 1 ASSOCIATED SAND & GRAVEL COMPANY, INC. • NRM DIVISION d" EA] t P.O. e x 88870 • 185,W SOLRHCENTER PARKWAY • WKWILA, WASH. 9818E SEATTLL • ;20 , 248-2500 Pt DFR NO OflFR NO..__ ` ' 60260 00 DATE 7f• RCNTON A : 1. �� aella 26CO ' ... . JO NUY•Y 4UANTITY _,_ IINR DC6C111PTION__ .. _Uw 1 PwIGF _.ANOONT__ � \:' LSS. MC COED MIX TOM STANDARD MIX TONS SCHOOL MIX TONS TOKKA MIX TONS SHEET TOP MIX TONS STALE SPECIFICATION CLASS.,_ TOM ASPNLLT TREATED SASE GAM fATWWN GALS, S✓HID ASPHALT r' s TRUCK NO. It y 13634 A_' ."�,Is 01'THIS TI T B[ TICKET CUSTOAER COPY 6 L'. 41 cc,p Tl [A]ASSOCIATED SAND & GRAVEL COMPANY, INC. . NRM DIVISION P.O. tJX SEAO • IBS00 SOUTMCENTER PARKWAY . TUKWiLA, WASH 991H y SEATTLE . (TOB) 24&n 0 PURCHASE ORDER NO._ .. `"*T7".260 00 4 DATE qE 72 CC6uCC3C CON4T CO PIAw EATTU YA N833• RENTON 2603 'o.RUM.KR . QUANTITY I UNIT OESCftU/r10 -Unri hlc[I AMl1UNr_— T -LES. MC COLD MIX , t TONS IT, MIX TONS SC MI% I:I TOM us MIX L EMHT ror Mlx -- -- --- I� S STATE SPECIFICATION C ASd_.JL -----'ASPHALT TREATED. EMULSION —� GALS. RS100 ASPHALTZON _— —M- TRUtn I._I� fDli-zz»z._—__ AID ~ TE SAV TA i 1 13630 CL A My THIS TICKET METt OF AC 1. OR A EY TMIS TICKET L CUSTOMER COPY,y I 11. � � t � ASSOCIATED SAND & GRAVEL �po, 1' COMPANY, INC. . NRM DIVISION , •.(�. BOX 80870 16500 SOUTHCENTER PARKWAY • TUKWILA, WASH. 98188 IE.%TILE . (2061 248-II00 `JRCHA%t ORDER NO OLIRTDMfR 30D260 -OD- A _ :UA1K 12 I a ANK CC LUCCIO COSSET CO PLANT !�rl`_:,WAl1'r-PARK-1R -- PrNT:)M SrATTLF NA 90110 Pets -- —---------------------- ---- UAW _ 101NVM�G 1 :R P4 4ITV YI T TO[SCRI URI ►Re'�. AMOUNT LBS. Mf. COED MIX ,14 TONS STANDARD MIX . TONS SCHOOL AIX TONS TOPEKA MIX TONS SHEPT TOP MIX / l TONS STATE $PEC61CA110N CIASi TONS ASPHALT TREATED BASE GALS. EMULSION GALS. 86.100 ASPHALTTIMUCK No, _—._� - I ..---__.� t�i.➢xF'�-.H`A?�:`i1i"E�1F�F- 1 e -LAXu X 1 .�. CLAIMB ADJUBTM[MT MUST RR - - 3627 ACCOMPAM D oY THIG TICRRT n CUSTOMER COPY a. s. _4 a 11 EII]ASSOCIATED SAND & GRAVEL CCMPANY, INC. . NHM L. 'ISION P.O. SOX 80870 • IBSOD SCUTNCENTER PARKWAY • TVKWIIA, WASH. 98;88 SEATTLE • (E06)2NIS00 PURCHASE "°"°'sM0260 00 q ORDER NO__ C_ DATE f qS ..._ '." tN61,, PAR �N8'i'-Q� - -- `� 7:T / tTLE SEY PLANT A '------ YCUT .. 113 �CMlO/ A, -- - --- - JO•M1VYM oo a ' I QUANTITY �-UM1T•DfRD1T1►11GN _ URrt►eyce� AI�i(jUNY— LES AC COLD AU)( a TONS STANDARD AX _..._ . TONS SCHOOL AIX TONS TOPEKA AUf 1004 SHEET TOP Ap71 9 70N5 STATE S►ECNxY1110N CLA53�— y TONS ASPHALT TREATED EASE #+:;'• GALS. UUMION CLOR ar TAX � , I 13622 V" PpR'°J4.Y TR'«IAa'H�xusT RE ,_ CUSTOMER COPY SIN 1 o A A ASSOC'ATED SAND & GRAVEL strm I CoPAPANY, INC. . NRM DIVISION P.O. SO% LM70 . 19500 SOUTHCENTER PARKWAY . TUKWIUI, WASH, 9810 SEAITLE . (206) 2u 24W PURCHASE ORDER NO____. c9ET'>MER .100260 Q0 4 DATE 19 1 R AWK cc Lucclo efts YY PLANT rrAtlII—T1RI['A1L- A�MT011 d A,T " VA 90118 88C0 —- --—- ----- - I _9�Frtln --------- upill.descRimove URrt Pnw[ AMOUNT .S•;j, ILL. RIC COLD AU% x< . TONS STANDARD MIX TONS SCHOOL M1% _ TONS TORKA MIX TONS SHEET TOP MIX —1�}�q(} (w 1 1 1 STATE SPECIFICATION CLA55_� k ' TONS ASPHALT TREATED LASE I• -�..qq h... _ DALE. FMU1S110NN OHS. W100 ASPHALT 11 [ iG V [, SAL" TM i MJUETNEM MUST P[ __--' - - 3 FV[L ACiO ILDWTHIS iIOR ET CUSTOMER COPY a � fgF7I�i�R�7l