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SAN-1 LID 248 S-70 1X I Y' w ' e _ ti • J M - .; f � ♦ r September 30, 1y.)� South Ind rokers 1?5L 7 'Penton amens South Seattle, °lastdru ton Attention: .r. :,rgyle Dear Sir: T"o Sanitary Sewer Counection to the Fain Sewer drunk has been cmplated for tha residence at 72508 68th Pane South, Renton, VaAington. The connection was made ana inximted on September 26, 1965. This connection was -ad* undo7- Perilt "o. 7252. .a copy of Y.he inspection is on file in the :f}Yce of tho City Engineer, Penton, XashIM7ton. Si-cerely, .:ichard Houghton Office lneineer iH t ms E September 300 1965 South .nd ;:roksra 12540 `canton Avenue :South Seattle, Washim,ton Otwntionz Mr. \rffle Dear Sir: The :sanitary Sewer ''onnection to the Main Sewer Trunk has been completed for the resideme at 12500 fifth Aloe South, ?,entono Wa•hinj%.a. The cona®utSon trap made and inspeoted on Septet or 2E,0 1965. SU connec-tion was rade under Pe.nsit 'So. 7252. A copy of the inspection is or tile in Lhe Of..iice of the City -'zzgineer, Renton# Washin,;•oon. 5inceroly� 3iWwrd ;Lwu4,,hton Office Win"W ifi n a0 1� `+s: ' U�ftir Agllr a� ifanR hii. load A w�I •wr.wM MilkMilk. ti�i _-- - -- -. 6 CID-ft. ice------Tr.� Mu +(et pp1l DwcR oft,.(o).r n.«..,T*` wrt ice^w,.) Or1.., 1 S�(Qwi M fM MQ.,IN,) lCAM Matt, M t C�]wi/iv.ryd =�LJ 1tl.i w.y.I.A.M °�Q M.r.i u u.. •[��w•A i.. wlT~wl• 1`J�wr. 1OLJ dwi.ly tl w.y tO'�flwvami..- to❑OU"a"M MOW Kris ,pt73i.i.iw..M4 11- . •• • iU---m.. 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Aft law .x�1.M below ..RM • - MM«I« Rw. ._Si2.tC261 ' -�E—R.wli��■il N.M M I.n �y i 1 we Wl WHAT DRI•I'WI/ wmz DOM AT TDIIr Or �• 'a Urlvar No. 1 was r" C➢ � f'1 �a�... .. ...iifwt � wma a❑a.u..e I7ri,fr No, I was header! 1p 4 4 wfl m �. .. N 0 Wnn 7 ].w.,y Driver ND. J wa] headed Me�iw 4. 4 r5 m ..._...... ».... r wawi ...a-L..-. . raw! a❑rY1" o-.w f11w a.... 0dre, 12 9 1 9 a _ 1 ] ] 1 It ;[ a❑aeeelr aww _ 1 p4,:f y.. AMed 1 OYf:y r. Tw 1 Ir .Ar a WE u go b IN1« 11ftsw Ya!•4, b. 1. 4 1 1 1 l5alwiNk Ca r la t I 10Islas,W WHAT Pm=STRIAN WAS DOING ❑a.r a❑aw a n uwI Pdeftrim wits,toffy Along _.Mai►ii.r...._ifMwe ....._................. i cow w ]ww 'i' ww crasins..._....... . f f. Islas 1+ Nly.M.a..M..f....IrT�1...........«....w IQ ..a. aflt11�1 - 1 T IN rewY w Him, AI IN a • •' I Iww It I CIA Man MIId roAad V --�ry�yr Gwr If s:se.,f r rl�l� •a u I 1 Ne 1 1 CwrM:�_IMr It U M 10Ap o1A.ac+Te 41 1, IN Il Jwe*l. r 121 i mania._. �^ Iciaa n.ol RZASON FOR NOT SMNO DANGWR y1®is h .<.e No. 1_11I I _................. No. 1 ........._ .. .... .__._... No, 3.......... _............. bra w:w— rI�--11 KaR^Id DiF10I.'C6 ' a1.1 c.�.o +_. aloe Zrl ....... ............... ... Na 1.__ ............................ ........ Na i.. WAON }��1 _._ . ..._ Mrw.aww: I W lM1 -- IMaa..• IrMI�M. all II�M._.�� PHYSICAL CONDITION ..-we+fl•.ww 20 IN a,ae. No. I .......so" - __._.. ._ No. 7 ... . _ . . No. I.... . . ..... . . . .Yl I1yw1aM, Mw1" ,11. Ial.avoe .w I two TYR OF a DESIGN MMIITY SI11D Iawd wl 1 9 ] wend (Mrs, AT PH Iw All V.Arcla lft .ael 01 tw It" I. ]. ] a:M a__------ 1 1 a I 0 olw ... mmo.-0a, Daaa I 1.a.e Speed 024. -- ] .as, •f k*W*.W — Mw o Salsd r wlNIMA n.l r ---- Q 140-W, a As. 1 wo f Mewl I:r:M - - _ a rwd.w Mar d w MINI Mel team Ewabe a IVd Uo ako " ram'' w a. Ar Is rrIar�1 .I:�:r j.f 1��•� I Tw1 tMlVrf'f 1MMM: 1 )1 f. '11/'fai:aa f bw maSAINTAI 1. of fld a11al 1 led ar ag _ _T.__ l« --__ } OIe a�.w Wrn aaA.M da 111faw - vwaAllaM INDICATED a raw.w a,„w eywm:oa a el Abnw 1 ON wapile46 I** 1 ( ��� I worth 1 . 1 1 � Ilalei apart lin:I I1 ON_M Mfn r yprl 1 1 \ �r� I � y '• la l,��IaAlq ret 1 1 �i♦ I � I # W.+'IW/ee CMalr — 10 .oleo 1MAP vipwow - WHAT HAPPSNSD III oedrlawl qer w.aadd.w aaro:«.Arldao 4myawo-ilwaew Nrd 'a , OWN M vaaaams be NNHA.1 Takitle ^ staweh_ a.poked litek dimtgm .nth" a1�esRk..Iq �anth�r •�hiila..a_.ln. alartu...lut�e� �l.'i�_..�ei«!r rarri.aa .oc iwtsf,._ _. ._>r/r�frfr a .._....... .. .... ._ ... _ ., »......... _... ca.rr.... ... ..... CTaTye. �11M1 1► Reath 11 _. __ r A'1lf!° ACCb��!T ,� 0lT Seen or wAeMxaroN 0 v *sit of Day of lYeek .. )s0 AT !{ A.N. olassrla : County x wbwe City. town ut iockleat was oulalde city bm1U .. ( 1 f� ledlcate dlalee)ee fifteen neareat town... ......... . ridials Na❑] R i9 of It Road ses wbleh Accident acc om ._ p ident trred. .._..�"a1er' •oT! ...._. HI s Clw nerve of Mreet`?AT*, number 1 V M.a. of/t. l. If rw Melissa) number. Identify oY ame 'atla` lrwr' At Its intanaelion with N.shr•y Dear ., ,. IMaH Iwp None Of Ibtereeeting yraN Or highway number If not at intersection, 200 feet E) of S1111e LEMtke Nor I W she. __ _ ... I Imerarlln atreel or h.Y r IhM tdlnnf , bMn i MIW. ,a Driver.- _.XX*ha%1 ...Ot !*a E Frfeltere E4El iia EiOth� tt-�we� Ass Ma fa7n1 . Nerve lld�tg E�athe * Wthet L LIIr ___� libl-403r.. No 4 otter t ES ..Y. _,... rlwr' ufratlmC D�Iver's Lu•ensr No. Sim, Sptt'tq' T)pt Rrsutrllon Date 'J at Front Center Name Address ..... ......_ w hoo Right ti'!a I�ifll) irlDa litL Rear Name A0,ber .. ... �. .�.. tyt�� w Lert Rear Au1 Yry ..•'�' o. Center .. Name Address Right........_. Nor,, Address .. Vehicle....._.. D License Pole _ Yea'. . stake Type laeWn, [reek. reel. ace. ete.l - .a... . Way Stur Numaer ino stake Parts of Coal to Vehicle :. vehicle damaged light front &jM E.pr Repair fi00e,OC.. removed to Drivable E owrrer__Car _Glt7 Adaren Saint.r Drivar....firkfi, Utah digger Age bex Ptdeatrlan p (Check) Namr . .._. Address Regular Other — rront prtupetlon - Dnvin s La,ras, Nu SI ,r. -- -- ._.......: Stm�Iq Tylx rReetnaYron Dal<uZ�je1A hoot Cener . . . Nerve _. __.. .... ._. .... q Front wedre.. p Right N Nerve Address _-.. ..._ _...,,..: I<ft fi `r i Rear MaineAddrya ILCanter None Ad& .. ... ....... r _.. Right NMlle AOdrMv Vehicle.. License Plule Year M..r Type l.edan, truck. tail. boa, err 1 Yea, Stele Number - Palo of Cent to Vr ! vehicle aged Mime vehicle Repair 1 re hicletl to: �wr 0a1j1/truiotina Q.ee Ea AAAre.Ed� Eli saw* H.thou *A First Aid _ Injured CODE FOR 'N)URY sliversb',.. taken to: baton Hospital Use on'y the "red swtoae drat ' DaM& to property m each space for .fury, Iwr than vehicles K--Dead before report made. r owert sr i sbtr •r d..„xxt, A—Visible s.gns of Injury, as bleeding NaM ant address of wt,und or disturlfd member, or had OwYf of object struck n to be carried from scene. --- 11—Cither visible in)ury.as bromide,ah:a- A1TNfS61'S Aer A" lions swelling, limping, etc. __.,__ C--No visible mp,r) but completing d Ad-)rev. Wm or munr entaty unoonaclousmase, 06--No adlceUm of k+islrF J aid - wy,rm.. T1MN 17Q PAGE-aOYimixTr son J L►.a. TO TO CITY Cg RKVTM RUTON, YL^`T17 MIOl (�antlauasa t Tie timdsrsigmd berec7 oertif_;jW that _.La b4.a.. �1ned the site of the pm- Posed work and �. read and thoroughly uuadsrstmncUj' the plus, specifications cad contract gsyslmiag the vork embraced in this impmrvawmt, cad the vethod by which payment ttM be asda for said work, and hareby proposeg,_ to undeataks and complete the work embraced in this improvement, or as Nwh thereof as can be oow plated with the money available, in accordance with the said p'hnns, epeoifiostioar and contract and the following schedule of rates and prioest (fit Unit prices for all items, all wrtensione, and total amount of Lid should be shown. Show unit prioss both is xrdting and in figures.) Slgaat»trt '_ "T r i 1` Address 204 - 216th. S.W. Bothell, Waeh_uiniton lames of Members of Partnershipt A, F. Breda 5._ A&Iler of f , H l° n.v:,rrt c• e.ri V Me- Sam of Plesident of Ccrporatiwr a. F. Ntas of Beaaatary of OorporstioA�11orYy Jr. Ota'Omtl= 4pniesd timder the laws of State yfi WaahirLton Pith main offios in State of W&shingCoa at Bot.rusll . WsahlcatonT� y SANITARY SFJPN L. 1. D. 24 SCHE ULE OF PRICE: APPROXIMATE ,y T ITEM QUANTITY DE.CCRIPTION P+ [CF, TOTAL 1. 421 lin.ft. Furnish and Place P, $FS VsnboJh and p c Per n, t, �vur v gureeT �` 2. :_8,800 lin.ft. Furnisb and Place 8" Conc.r Bever Pi $ r oel l r�r s_ at de x a Per lift.ft. 3. 5,400 lin.ft. Furnish and Place 6'�ft Y0,aaar�ancdver Pipe $ c n , .y en n 2. �0 $ 15,660.00 r ,.1n.ft. 4. 1 Only "' x b" Concrete Taps In Place $TenFallars $SJ,00 $ 10,on er cDoh �. 195 Only 8" x b" Concrete Tees In Place $Six Dollars $6.00 5 ; .170,00 Per c. 6. 3K Csly 8" x 4" Concrete Teee in Place $Six Dollars $6.00 $ 210100 er ac 29 ally Manholes, Type "A" S d Com late $ O u e� er a a ire $.2, yip _ $ 8.265,00 3. 45 Jnly Manholes, Type "Bit Stllo C engtetteH ar Each 9. 4 Orly Manholes, Drep Standard, Complete $Four Hundred $ .00 er .ach _ 10. 12 Or ay Lampholes, Standard, Complete $9event file Dollar4 $ $ ror-�t-- a f ti`7 A?PROYIIgATE N; r ITTY QVAySiTY DESCRIPTION PGICi: TOTAL ]1. 5LO lin. ft. Furnish and Place 9" Cast Iron Sever Pipe Six Dollars and $Fifty oe:rte $6..50 ' ,S1C.0U Per I K t is '-- 12. 210 lin. ft. Furnish and Place 4" Cast iron $ t r e-161 arru and rta $3 _ $ 57-.00 er in. t. 13. 400 cu.yd. Gravel Beddi•ig $Six Dollars _ $6.00 $ �:-,400.00 Per cu.yd. — 14. 600 cu.yd. Selena Backfill $ Three Dollars $ 3.00 1,&00.00 Per cu.yd. — —_ 15. 200 cu.yd. Rock Excavation $Forty Dollars $40.00 8,000.CO` Fer c7.yd. — 16. 10,000 lin.ft. Street Repair $One Dollar $ 1.00 $ J.0,000.00 Per lin.ft. 17. 1 Only Pnewnatic Ejector Sewage Lift Station Complete, with Dual Compressors $£'ztit Thousand $ 8J000.00 $ 8,000.00 Per Each TOTAL: $ 14. ,665.05 4% SALES TAX: $_ 5,866.60 TOTAL AMOUNT OF BID: $F 152.531V6^ i SCHEDULL OF PRICE:; ALTE:LNATE BID FOR FURNISHING VI':RIF_TEL CLAY F`IPE P. LIEU CF ._Jti` n P.PE APPROMA'TE UNIT ITEM QUANTITY DESCRIPTION P7,CF TOTAL lA 421 lin.ft. Furnish and Plate 12"ix tDol . Se $ YrahrdPipe �en $ 6. 10 $ c.5fc:.lu Per lin. ft. (words) gores 2A 18,800 lin.ft. F-irn=sh and Place 8" Vit. "1 Sewer P'pe our to lara anA $ $�_ _ $77.oFo_00 er ia. it. 3A 5,400 lin.ft. Furnish and Place cew Pipe $ hrteeCT� bars anrd to $16.74G_oo s w Per lin. ft. 4A 1 Only 12" x 6" Vit. Clay Tee in Place $ Twenty Dollars 20.00 20.00 Per Each — 5A 195 C v 8" x 6" Vit. Clay Tea in Place $ Eft Dollars $_�� .00 12 5' .00 Per Each '- 6A 35 Only 8" x 4" Vit. Clay Tee in Place Eight Dollars $ : .00 $ 280.00 ear Each Total Alternate Items $ 98,248.1(1 Total Items 7 thru 17 $_ 55,797.00 otal $ . 4,045. 10 4% Sales Tax $ C,161.90 Total Alternate Bid for Clay Pipe $ 16o,_:o6.90 THE UNDERSIGNED BIDVER HEREBY AGREES TO START CONSMIriTON „}r)RX ON THI PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN ONE Hl'NDftRE'D FIFTY (150) i CONSECUTIVE CALENDAR DAYS tO'M STARTING CONSTRUCTION. DATE AT,L.e.y7 r /_ . ��1 ',y-.sN._`THIS 16th. DAY OF _ Aprll -� 1962. SIGNED: �f '• <c_� r _ TITLE: PRESIDENT ADDRESS: 204 - 216tfi. .W. L-. n1.. '__1. - . injNEAC BIC n-T. BID, 1. -7 0R6URtA L0 07-0 215,830a! 'L221780Z A COWST, GO . Nauaer. ,. 152,531 VS I 1 f.C, 20L DEER CO . M) 110 , C L. U CC i d COAST C,0 LLI -' w uRv,;-1 ( F3RA5 . 1 vJG . ,1 •. A9,6-= 1T1Etzi Colas`(. ZC �J� �$ .' 227,9/1 (,3 Luu vx-�Qt., cooST co 23G 9zc _''- ' 2 51",, 3oZ4� it' -(b.`(LO �', l�T1LLTICS CDUS� . q - �4t-rl0ut\- L Cpog, . 1731 973,:0 186304 Al S-TATG: Cl QST _. ., �"'�QS �sT-, � � 49, a �s . �= Masi '� �'��5 �."�.Ma: 1 � '.�.'.Ca WcE� Local Improv :ment Dist.252 D:1TF January 25, 1965 _ -44 t-T Sanitary Sewers I certify that all utilities and roads in the above plat have been constructed in ac �orclai,ce -Ath ap,�rovod plan,. I fl;rteer cortify the folloiriq; na:.crials, giaatities and costs a-a correct: STaSETS (posts to include ;avi.ng, curves, side- alks and subcrade) 1. Total Lin. Feet Street In.provoments _ Total Cost of Str:eL improvements UTILITIES-( li:;t each size C. typo of pipe :)parately) :-LITER: Lin. Ft. Pip- Ca $ Per Lin.Ft.- Li.n. Ft. P',ue a — — Por Lin.Ft.= --- Li:.. Ft. Pike 3 v Per Lin.Ft.= Lin. Ft. pipe v :1 Per Lin.Ft.= iot.al Cost. of "a'.er Ilai-ns= L.st sire and post of all fire ra:: i Total Cost of Fire :Iycirants ar, 2�11r,5 _ inn. rt. 8" Pipe G $ 3.95 Per Lin. Ft.= 48,484.60 Ft. 6^ Pipe 0 v .'-.25 --Per Lin. t.= �2 074.50 __Lin. Ft. Pine 0 w_ Per Lin. Ft.=— _Lin. Ft, _Pipe Per Lin. Ft.=_ Total Cost of Sanitary do•.rer Kains lo,�59.10 Total Cost of ; anholos ;:. ar;phal: 79329.32 Total Coo:, o_ .;an�I,ry Sct-rer J},stc:.'w17,$$$.42 _—Lin. Ft. Pipe 0 . Per Lin.Ft.= _Lin. Ft._ Pipe 0 ,` Per Lin.Ft.= —Lin. Ft.— Pipo Per Lir:.FL.- Lin. Ft. Pipe Poc• Lin.Ft.= Total Cost oP Storm Sewer ?Iaina Total ost of Ilani.olos, Catc*a :'asins, Gutter Inlets, 'Ar, _ Total Cost of Storm Sewer System \ (Gity Engineer) ass PFTTTION YR ANIOUTION TO T:r: CITY 01' RVITON, KING CMUTY, h'ASHINGTON Honorable Frank Aliment, "gvar City Council of the City of Renton, Waaft-Mton Gentlemen: We, the uxxlersigned, owners of not lose than 75% in value, according to assessed valuation for general taxation, of the property herein dcseribsr: as per map attached therrto, and by this reference made a part thereof, res- p+oetfully petition the Honorable City Council of the City of Renton that the folloking described property be annrved to G1e City of Renton under ornvision of R-C.W. Y%13.130 as amended by Chapter 292 Lars of 196). "_1* petitioners are not to asmime any ^re-existing banded indebtedness of the City of Renton. The Innd we petition to have annexed is described as follorss That portion of the t7 1/4 of' Sbetion 19 Twnship 23 North Unpe 5 '-aat WoMe 'Lying Westerly of the Easterly Right-of-Wzy li, of Talboi Road (Springbrook County Hoag) and lyin-a :,aszsrly and Southerly of the existing City Limits of Renton as established by Ordinance No. 1547 (Tracts 28, 291 30, 31, 32, 33, As 63, M. and 72 of Renton Cooperative Coal Coss Acre tracts No. 2, as recorded in Volume 9 of I'late, on Page 27, Reeods of Icing County, Washington, plus str-ets adjacent), Date: February 1962 HAM ADI)RT:-S 'r"ROTI:RTY D1,0CRIPTIGN MARK a�■� PETITION FOR AWIFUTION TO THE CITY OF R"MU, KING COUNTYs HASHTNOTON Honorable Frank A'.iment, Mwar City Council of tows City of Renton, 'dashington uentleuans Was the umiersigr,ed, owners of not lose than 75% in value, axording to assessed valuation for general tacution, of the property herein described as per sop attached thereto, and by this reference made a part thereof, res- pectfully petition the Honorable City Council of the Cit_ of lenton that the followinK deserlbsC property be ans.esed to the City of Keaton wider provision of "t.C.U. 35.13.130 as amanded by Chapter 262 laws of 1961. The petitioners are z^-t to assume any pre-sxiatiog bonded indebtednese of the City ar Renton. Thu land w+ oetition to have annexed is desrsibe:l as followes Tisat portion of the Southeast Quarter of the Northwest Quarter of Sec. l:i, Township 23 North, Range 5 E:ast.j W.M. described an follows Lot 3 and 4, Block 30s EarlSngten Aare Tracts, as recorded in �� , Volume 15 of Plate, Pa,:o i4s records of King County, Nas>.ington, � i lying Northerly of ienton Avenues including that portion of Lot 3 dedicated for street lying northerly of Renton Avernus and also including all of South 132nd Street adjoining said Lot 3 and 4... Dates June 1962 NAME ADDRESS W.OPERTY r&SCRjPTIO'i PFTITION FOR ANNEIATION TO THE CITY OF RENTON, KING COUNTY, WAJHINOTON Honorable Frank Alirsent, mayor City Council of the City of r+gnton, Wash'_neton Gentlemen: We, tlx undersigned, owners of' not lase tk+an 75% in value, according to assessed valuation for general taxation, of the property herein described as per mar attached thereto, and by this reference made a part ths,,eof, re- spectf�al/ petition the Honorable City Council of tte City of Renton that the following described property be annexed to the City of Renton under provision of R.C.W. 35.13.130 as a^rended by Chapter 232 lave of 1961, The petitioners are not to assume any ,are-existing bonded indebtedness of the City of Renton. The land we petition to have annexed is described as followst That portion of the Northeast Quarter of Section 30, Township 23 Nortii, Range 5 East) W.M. and portion of the Nnrth one-Half o: Section 29, Township 23 North, Range 5 East; N.M. described as followas All that portion of the Norchwast Quarter of Section 30, Township 23 North, Range r, Fastj W.M. lying Fast of the Westerly margin of Sprirgbronk Road (96th Avenue S.E.)j all that portion of the Novth one half of the Northwest Quarter of Section 299 Toarras!lp 23 North, Range y gastj W.H. lying Westerly of lenav^ :toad (..S.H. 5-C), less the South 100 feet of the East 100 feet therjof alread, within the City Limits; the Southwest Quu^er of the Northwest Quarter of said Section 291 Lots 6 to 10, 'llock 11 all of Blook B. Akors Farm Addit-on No. 5, as recorded in Volume 40 of Plats, Pago 27, records of King County, Washington, together with alley and all streets ad3oin':ngj all of XLook B, Akers Farms Addition No. 6, an reocrded in Voluate 1&2 of Plate, Page 15, rsoords of ging County, Washing. on, together with all streets ad3oini.ng.... Cates June W62 !SAME PROPERTY DESCRIPTION s GEI:ERAL CONOITIOUS 1. Interpretation of Phrases: a. 'lhnever the word "City" is used in this contract, it shall be rnder- stood to mean tte City of Renton. be Whenever the word "Engineer" is used it shall be understood as rnfer- ring to the City Engineer, or his representative on the job as the case may bee Ihenever the words "directed," "permitted," "considered necessary," or words of like i.cport are used, it shall. be understood that the direction, permission order, etc, of the Engineer is intended; similarly, "approval," satisfactory," "acceptable" shall mean approved, satisfactory, or acceptable tc the Engineer. e. The word "contract" will be understood to include all the terms, stipulations, and convenants contained in the Bid "rroposal, General Conditions, Specifications, Plans, and Bond* do ahenever the word "Contractor" is used it shall mean the porson(s), co-partnership, or corporation who has agreed to perform the work covered by the contract, or his legal represen ative. Durrinp the absence of the Contractor, the job superintendent will. be considered to be the Contractor's representative unless otherwise designated by the Contractor. 11. Ri.hts and Responsibilities of the City: r a. Inspection: It is nutually agreed that the City, through its agent the City Engineer, shall insuect the work durin[- the construction to determine its acceptability, conform mce to plans and specifications, quantities of work performed, and other functions requisite to accuring a satisfactory, worlauailike job. The Contractor shall furnish reasonable aid and assistance as required by the Lncineer, or Inspector, for the proper inspection of the work and measurement of quantities. be Rizht of Entry: The City reserves the right to c onstnact or install such cola era worts as t may des-.re during the period of this construction. Such work rill be done with as little hindrance or interference as possible with the Contractor. Me Contractor agrees not to interfere with or prevent the per- formance of such work or to claim any extra compensation or dmnaZes by delays or hindrances which may be caused. c. ChE ea Alterations and T'xtra irork. The Contractor agrees that the City may as suc alterations as it may in the line, grade, form, dimen- aions, plan or material of the work either before or after the beginning; of con- struction. If such alterations diminish the quantity of the work to be done, they shall not constitute a claim for damages or anticipated profits on the work that i.:av be dispensed with. If they increase the a.:ount of work, such increase shall he paid for according to the quantity actually done, and at the prices establish- ed for svch wor!c under the contract. Fio,aever, if such c•-ar,-es mane useless any work already dono, or material already furnished or used in said wo k, the City shall recompense i.he Contractor therefor. o work shall be regarded as extra wort: =less it is ordered in writing by the Engineer and with the agreed price for the same specified in said orders provided the price is not otherwise determined by this contract. All claims for extra work shall be made before the work is started, an.' a state-ent of the cost of the same shall ') ;Wade within 30 days-'after completion of the extra work. d. Discrepancies and Orvnissions, It is further agreed that it is the in- tent of this contract th4t all work must be done and all material must be furnish- ed in accordance with tF , best practice. In the event of any discrepancies be- en the plans and specifications, or otherwise, or in the event of any doubt to the :Weaning of any portion of the contract, specifications, or -lar.s, the Lnvineer shall define which is intended to apply to the work, and the Contractor shall be bound by such decision. Any work or material not herein specified but which may be fairly implied as included in the contract, of which the 'Engineer shall be the judZe, shall be done or furnished by the Contractor without extra &aige. e. Estimated cantities: This agreement, ;ncludin, the plans, specifi- cations, and estimate is intended to show clearl)r ail work to be. done aria material General Conditions to be furnished hereunder. The quantities are approximate and are to be used on- ly as a )asis for estimating the ,xobable cost of the work and for comparing the proposals offered for th, work. It is understood and agreed that the basis for payment shall be the actual a;aount of work done and the material furnished. fe Line and Grades: The alignment ,v:d grade shall be as shcwn on the plans, wZ as staked in the field by the Engineer. The Contractor shall give the Eng_-neer ample notice of the time and place where the lines and grades will be needed. All stakes, marks, etc., shall be easefully preserved by the Con- tractor. Q. Securing of i rsnchiaes, =ase_mentD,icights_—h?ay: The City for the purpose o t1�is cons�suc ion, agrees o secure such franc, iges, permits, ease- ments, and/or Rights-of=lay as are necessary for the performance of the work. The Contractor shall be furnislied copies of such agreements as affect construc. tion operations. The Contractor agrees to secure those special permita, casements, or agree. ments of a temporary nature as lay .e desirable due to conditions of construction. h. "stimates and Pak,::ents: An est'matc in writing will be made by the Engineer once a mont i of the amount of work done , iaa:4.Ma- ± , , and of the value thereo in terms of the contract. The City will nay the Contractor 85,'. of this estimated value, and whenever the contract shall be competed, and when said work and material shall be accepted by the City, a careful ana detailed estilate shall be ade of the value of all work and material furnished and. the Contractor shall be paid for this amount within thirty-five (35) days, provided, however, that claims for labor and material, damages, royalties, or otherwise have been satisfied. i. Extra ''ork: If during the performance of this contract the Engineer shall or er .r other work done or materials furnished which cannot be classified under the unit prices of this contract, the Contractor shall perform such wo-k ani furnish such material and shall be paid therefor the actual cost plus ""° in addition thereto. The actual cost is defined to include the cost of all 1 . , equipment and materials necessary for the performance of the extra woric, including any extra expenses incurred directly on account thereof, and also the wages of foremen and the expenses attached to the Contractor's liability insurance covering the labor so employed. Equipment rental rates used in arriving at the actual cost shall he the prevailing rates, or the latest published ACC schedule of wynership expense. ..o additional allmimice shall be made For overhead charges, general. super- intendence, general expenses, contingencies, or depreciation of equipment. III. Rights and aeaponsibilitiea of Contractor: a. 7ersonal Attention of Contractor: The Contractor shall give personal attention to the fait:-. prosecutes an:: completion of this work and shall be present either in person or by duly authorized representative on the site of the work continually during its progress. b. Contractor's Address: The Contractor shall designate in his proposal an address o w c wr n no ices pertaining to this contract ma,r be sent, and shall immediately notify the City of any chine in such address. Delivery of such notices to the address drei;mated shall constitute receipt by the Contractor• c• Observance of Laos and Ordinances: The Contractor shall conform to the re a ;Ere o e anc. sea covering irork along State and Count'; i i;i ways and to the State and Local laws pertaining to this work. d. Protection against Negligence and DamaCes: The Contractor agrees during t :Fe per�`iormance o3�the worcTto�Tc all necessary precautions and to place proper safeguards for the prevention of accidents, including barriers, liLhta, and warning signs. The Contractor shall take proper means to protect property which might be injured by any process of construction, and he shall be liable for any claims for damage on account of his failure to so do* e. Protection Against Claims for Labor and Material: The Contractor agrees t e willn -e7iaiffsj save harmless TR. City from all claims for mat- erial furnished or work done under this contract. It is further agreed thPt he will furnish the City satisfactory evidence that all persons who have done work or furnished material under this agreement have been duly paid for such work or . 2 • General Conditions material. In case such evidence is de .anded and not furnished, such amount as !nay in the minion of the City be necessary to meet the claims of the persons, afore- mentioned, may be withheld from the money due the Contractor until satisfactory evidence is furnished that all liabilities have been fully discharged. f. AssiMaent and Subletting: The Contractor agrees that he will not sublet tFe aforesaid work or the furnishing of material, and that he .rill not assigr by power of attorney or otherwise any portion of said contract unless by and with the previous consent of the City. The granting of such consent by the City shall not in any way relieve the Contractor of his prime responsibility :Ca the performance of the work including the work done by subcontractors. g. Abandonment: In case the Contractor shall abandon the work an! fail, or refuse, to cornrence it a-lain with 10 days after notification, or if he shall fail to complvr wit', the orders of the '_ngineer or with this a ree;zent, then an: in that case the sureties on the bond shall be notified and directed to complete the acme. h. Time and Order of Completion: It is the meaning and intent o: this contract, unless otherwise hereafter specifically provided, that the Contractor shall be allowed to prosecute his work at such times, in such order o, precedence, and in such manner as shall be most conducive to economy of construction, provided however, that The order and the time of prosecution shall be such that the work shall be completed as a whole within the time of completion hereafter designated; provided also that when the City is having other work done, the Engineer ma;, d!xect the time and manner of constructing the wori% under this contract so that conflict will be avoided and the various works being done shall be harmonized. The Engin. eer will arrange all such work so as to avoid as far as practical all unnecessary inconvenience and e,cpense to the parties concerned. Extension of completion tine will be granted only upon submission of a request in writing to the Engineer stating the condition necessitating such ex- Sension, at least two weeks before the expiration of the contract tine. Deter- mination as to whether or not an e::tension of time shall be granted will be at the discretion of the Engineer, subject to approval by the City. The Contractor agrees that he will comR,ence the work within days after the signing of this contract and will progress therewith so t;:a days after date of contract the work shall be completed. i. Plans ans Specifications Accessible: Ve Contractor will be furnished copies cT pp fans-an3— s ications and shall ep one copy of the same constantly accessible on the job. J. Protection of Finishe,. or Fartially Finished Work: The Contractor shall 'xe responsi5le ;`or a1Tfinished` or p a y 33s:�e�c—work until the entire contract is completed and accepted by the Engineer. Estimates of partial payment shall not release the Contractor from such res^onsibility. k. Defects and Their Rer:edies: It is agreed that if the work or any part thereo , or any .-ia eria arougl. on the ground for use in the work, shall be deemed by the Fngineer as unsuitable or not in conformity with the specifications, the Contractor shall forthwith remove such material and rebuild or otherwise re- reedy such work so that it shall be in full acco dzncs with this contract. 1. Sanitation: iecessary sanitation conveniences for the use of work• men on tR_e_JTo_9_3pFoper_1y secluded from public observation shall be constructed and maintained by the Contractor. m. Cleanup: Defore this contract shall be considered complete, The Contractor shall _eave the job in a neat, orderly, and worlonanlike condition. x�:.�laxr iif�caurTl�u �k l»l.u. du. � ....&mew... :1eginni,ng at a }oirt on the westarl, *argl n of ULWAM A r~y a*id point being 2r0 feet Norther]; of tea lbrtlMs17 kV ]ins of ;y•ss -'lace 191st Nlncs :kmthl produced 9outiosstarlyl t1leme 'Northerly along the westerly line of RaLrAM AVesu to the �cutr:erlj Right-of-veer`,- liiM of Stu ith 122ad u"aat) the=e wentarly alonr said Southerly Right-or-Wev Use to the conterline of `lth avenue :3atthl timme 8oatherl along the centrliae of saic -+venue end along ti,o asnterline of tee t.aatsd portion of A th Avsnuee South to vie ^enterline of vncated ,oi.th 123rd �trooti tho,lee 9outtwesterly along said eanterlino te, t'.e Easterly night- of-wm+q line of " 4th r 1we Sot,th (Latimer Avenue!)l thence `+oathwestarly across "'th ela^e :South to the Zest Right- of-tray iiao of "7th Avenue fouth; thence Joutterly alonf said easterly RLCM-of-Wey line to the Northerly Lot line of Lot 100 block 2p of N.R. latimere lace eWk Addition, as rocorded in Volume :ut of Plate on .'age 63, Records of King Co nty, Washington$ theme lust alonr said North lot line t, the Fast line of said lot 10; thence Z+c" w 1, alorq. the 5ast lines o' iota 1 Un*u 10 Of said Block 2, to the North bight-of-war line of South 126th �,traetf thence estarly alone, said : oft`. 1. .s to the Lasterly night-of- 4s;y line cf ATth Avenue South; theme So.:ther l,r aloi*y said 1 astarly night-of-W line t� an intw4watio,- with %o procreation lastarly of the itarth ll::e of Nallin-ldw.roo First AWItiuue am recorded i24 Volume 54 of flats, Page 68, '.'Accords of ding County, Washington; theme Woa*"Iy aloe;;, said pro3eetion am a,on, said U« h 11no to the west line of said Plat; thence 4o:thwly along raid +dart limp a distance of 184.0 feet; th.aoe Awt.arly Parallel with the North line of 3eation V';O Tom- ship 2: Korth, 3aago 5 "art W.Yep a diateme of 2"1.0 feet; thence Southerly parallel with the •est line of &rid Loeetion 18, a distance of 1lkL0 fart, to a point on the snistir4 City Limits of Renton, as established by Ord erm:e No. 14611 theme Eesterly and ioutherly along the eecietiae City .',units of Kenton, so established by 0rdip>ames No. I1e61 and 1579, to the kastarly Right-of-Way line of %th Avenue :louthl „hence hortherly alorW said kwrterly Night-of-aay line, a dlstanrs of 177.5? feat) thence S kY037'.59" +art to the S rtherly Right-of-aey line of ;iauth 132nd street, thence iSastarly along said Nartherly Ught-of-ala lice W the Oalt Um of t3loce 58 of M1. _.. Latiners Lake Washington slat, an reeordsd in Volume 6 on Pa.s 70, 4cords of 'Ring -'ounty, Wasnlnctaml thmoo North &lent saiA West Tina, a distance of 135.0 feet{ thecae Kest pare11e1 with the North fine of came Block 58e to the as" line of Mock 60 of said plate thence :South along said Meet line to the North Right-cf-Way line of South 132nd Strout; thence "'act along said North line to Oe lest line of Dlortr 61 of ad d plat i ttuime "orth alora£;: acid West line to a point 67.5 feet southerly of the +acrtli line of said Uack 61t donee kastorly parallel with the North line of a&lc' block 61 to the kssst Right-of-WeW line of gist Avenue Soufhl thence Soutr,srly aloaL said least line and along the basterly dtght- of-,tuy lieu of 3ayes Please to a point which is :dseterl, 3f and at right sni.les to the point of beginning+ theme easterly to tare point of leoglnning...... 1 RENTON POLICE DEPAR' ENT OFFICFR'S REPORT b/2,g/68 mr 10.40 trx Accident Report At about 6.20 P.;1. 5/23/62, mar i 42. iffleers Coo,:er and ioars..,, worn detailed to an accident at So.129th., and Rainier Ave.. On ar'ival we found that a oar, 1H56 C,.evrolet, Kash. :,ic d KTD199, driven by nakeel Ot6 rownYeltar, a4 14 So. 2:, th. .ent, belon;irro.; to Cvr City, had struck a mobile ditch dle er, belon lnu to A 1� conetruotion co., 204 �6th S.W. :sothell, Vash., phone HU c,-4u45,v Mr, Frownfvlter stated that he time of the accident there were -o barricades 1_ the area of the ditch digger. Also that he had not eoen tue ..jogger intil just before the iayaote During the time of the invostl •ation it we, sported to th* station by persons unknown that he he.: s°.rucK this barricade a few minutes bo:ore klAooking it out of the street. ti.e also state.j that he hLd struck it because there was no lir. ht on it. The 113ht on ttis barricade had been on about ten to twenty minutes Wore the aside^t . 1: a was observed by the Officers in. Car #43. Officers the/an and 'Ungammm . Cooper/Fearson Thi5, rBGO•t q, Capt. aDate L•2 T ne No. RENTON POLICE DEPARTMENT COMPLAQ'T RECORD 0H4en A W nrd. W INFORMATION SOT. 0. Axis .................._......................... ............ Daft....Q_P3.62 TuinW....... ...P.�__X._.... Sub. ..3_... R-I C--A D-i- BR OrNN ...............-.. . . ....... ... 14=30 , DI@r.. GXOTl . 0 X Aura SALRs--100 SAD Arr. ALb-1166 Address —.......... ........... ........... - - .......... ._.........._........... ----.--.- Phone............ ........................ &Pow THAT rHE BARRICADEN PLACER AT THE CONSTRUCTION ARrA HAIIDir1 BY I d A CONSTRUCTION AIRPORT & RAINIER IRK VERY INADNQUArr AN! INSUFFICIENT TO HANDLE THE SITUATION. AS HE WAS TRAVELLINI IOArI ON RAINIER HE NARROWLY KISSED ONE VHAT WAS NOT LIT AND THE VAR IN BACK OF HIM NIT THE BARRICADE. WILL WE CONTACT THE aARAICADv COMPANY OR E h A AND HAVE THEM COPREC T THIS SITUATION, A EHJRT WHILE LATER THE PARTY WEO HAD FLIT THk' BARRICADN CAEi INr! THE STATION IN AN IRATE MANNER STATING rAAT HE HAD HIr rME DAnsw ICADY AND WANTED rO K90W WHO WAS DOIA'G THE CONSTRUCTION WIr9 rNi IDEA OF HAVING THEN TAKE CARE OF DAMAOE TO HIS CAR, PARrr DIi NOT GIVE ME HIS NAME STATING TEAT HE WOULD CONTACT X d' A co"r. CO rOMORA?W FOR THE DAMAGES, CONTACTED E if A CONSTRUCTION CO IV BOTHELL, H116-4645 A.MD ADVISEi rNEM OF THE SITUATION AND THEY 3TATED THAT Th I WOULD GEr IN r OSI WITH NArIONAb BARRICADE CO FROM WHOM THEY RENT THE DARRICADNf AND NAVE TAllM CORRECT THE SITUATION. S TT THE CITY OF RENTON KING COUNTY, WASHINGTON SPECIFICATIONS BID PROPOSALS FOR: WEST HILL SANITARY SEWER LOCAL IMPROVEMENT DISTRICT NC. 248 s i AUTHORIZED BY: THE CITY COUNCIL RESOLUTION NO. 1133 ORDINANCE NO. 1943 CALL FOR BIDS CITY OF RFNTON, WASHINUTON Sealed bids will be accepted until 5:00 o'clock P.M., Monday, April 16, 1962, or presc ' :d to the City Council at 8:00 o'clock P.M., same day for the CONSTRI 2ION of a Sanitary Sewer Sy_tem for the West Hill Area of the City of Renton. The approximate quantities of wor . are 421 feet of 12 inch pipe, 18,600 feet of 8 inch pipe, and 5,400 feet of 6 inch pipe, together with all necessary manholes and wyes, and one pneumatic ejector lift station. Plans and specifications may be obtained from the City Engineer upon receipt of a deposit of $25.00 for each set. The deposit will be forfeited --less plans and specifications are returned in good condition within 30 -ays after date of bid opening. Washington State Sa s 'Tax shall be included as a separate bid item. Federal Excise Tax shall ue excluded. the City of Renton to furnish exemption certificate. A certified check or uid bond in the amount of five (5) percent of the total amount of the bid must accimpany each bid. The City reserves ,he right to reject any and/or all bids and to waive any and/or all informalities in the bidding. Payment for work authorized under this Call For Bids will be made in cash warrants drawn upon, the "Local Improvemen` Fund, District No. 248." HeLnie Nelson. TD1y 'lerk Date of 1st Publication: March 29, 1962 Date of 2nd Publication: April 5, 1962 i a,� ( I l 1 1 r r '00 i �.) ti �s INSTRUCTIONS 10 E�D.FE 1. Sealed bids `or this proposal will be received -by the City of Renton at the Council Chambers in the City Hall until 8:00 P.ri., ls gz i e At this time the bids will be publicly opened ar.d read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals uhall be submitted on tha forms attached hereto. 2. The work to be done is shown on the plane. Quantities are understood to be onl;7 approximate. Final payment will be ba3ed on field measurement of actual quantities and at the unit price bid. The City reserves t1:6 right to add to or eliminate portions of the worms as deemed necessary. 3. Plans may be examined and co;.-'es obtained at the Cat Ei:gineerIs Of Bidders shall satisfy themselves as to *he local conditions tF insi�rtion cf the site. Work along highways ::ust be in conformance with the appli- cable County or State regulationp. 4. The bid price for any item must ineltAe the performance of all work and the furnishing of all material necessary for completion of that item as described in the sperificatons. Where alterneta material is bid, the bidder shall fully describe thy- material Proposed, either in th9 b: i proprsal or supplementary letter attaehcd to the proposal. 5. The bid ;.rice shall be st,ted in terms of the units indietated and as a total amount. In the event of errors, the unit price bid will govern. Illegible figures -!ill invalidate the bid. 6. The right is reserved to reject any or all bids and to waive informalities if it is deemed advantageous to the City to do so. lt� shall state tka time of beginning work ar& =tim ofcoL $tatUM. TAia will be a dcftnite oonsideration in daaiding 4%M4 of the --uat. 8. A certified check or satisfaotkr7 bid bond made payable without reservation to the TREASURER OF CITY OF RE,70N in an amount not lose VAn 5% of the total amount bid shall accompany each bid proposal. C -oks will be returned to unsuccessful bidders immediately following decision as to :yard of con- tract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performaaos bond cover- ing the full amount of the work within ten drys after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as li,uidated damages for such failure. • ti INSTRUCTION TO BIDDERS (CONTID) 9. All bids must be self-e p story. No OPP01-Unity Will be offered or oral explanation except as the City me,}. request .further information onparticular points. 10. The bidder shall, on request, furn_sh information to the Ci;,y as to his financial and practical ability to eatisfaotorily perform the work. U. Payments for this work will be M TO THE CITY OF RMON RENTON, WASHDGTION Gentlemans The undersigned hereby oertif that he examined the site of the pro- posed work and he_ road asd thoroughly understand—. the plane, specifications and contract governing the work embraced in this improvement, and the method by vhlob payment will be made for said work, and hereby propose_ to undertake adcomplete the work embraced in this improvement, or as mach thereof as oar be eel.- plated with the money available, in accordance with the said plane, specifications and contract and the following schedule of rates and prieess (cgs M-dt prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Signature Adcx'esa Names of Members of Pf tnarship: OR Name of President of Corporation f_ _ Nelms of :eorstary of Corporation Corporation Organised under the lsws of With main office in State of Washington at _ _� 1 SANITARY SEWEP. L. I. D. 248 SCHED6LE OF PRICES APPROXIMATE UNI"' IT124 QUANTITY DESCRIPTION PRI TOTAL 1. 421 lin.ft. Furnish and Place 12" Concrete Sewer Pipe $ $ ` $ 1834 er lin.ft. words gores 2. 18,800 :in.ft. Furnish and Place 8" Concrete Sewer Pipe Per lin.ft. 3. 5,400 lin.ft. Furnish and Piac6 6" Concrete Side Sewer Pipe Per :iin.ft. 4. 1 Only 1:" x 6" Corcre`e Tees in Place $ $ S F;n $ 5.So Ter Each 5. 195 Only 8" x i^ Concrete Tees in Pla :e $ $ S.d� $ �-F,a. r. 6. 35 Only 8" x 4" 'oncrete Tees in Place mach 7. 29 Only Manholes, 'ype "A" ar Standard, ( omplete - `5 _ $ $ 500.e9 $_ woo=- er ch 8. 45 Only Manholes, T.,pe "A" Shallow, Co uplete I O 5- c' er�arh 9. 4 Only Manholes, D-op Standard, CG>mplete 00 A ^^ � $ $�_ $ 1 -(aoo'2P Per Each 10. 12 Only Lampholes, Standard, 'moo Complete $ $ Icc $ 1� 200 '= Per FFach 1 APPROXIMATE UNIT .ITEM QUANTITY DESCRIPTION PRICZ TOTAL 11. 540 lin. ft. Furnish and Place B" Cast Iron Sewer Pipe c; Per lin.ft. 12. 270 lin. ft. Furnish and Place 4" Cast Iron (Force Main) Pipe '? g $Pe $ �. $ e 4 c oe Pei lin.ft. 13. 400 cu.� +, Gravel Bedding " �t Per cu.yd. 14. 600 cu.yd. Select Backfill Per cu.yd. — 15. 200 cu.yd. Rock Excavation 1 P'er cu.yd. 16. 10,000 lin.ft. Street. Repair Per lin.ft. 17. 1 Only Pneumatic Ejector Sewage Lift Stat:on ,C Complate, with Dual Compressors $Per Each $ Doc $ TOTAL: $ 14 , h'1 1 So 4% SALES TAX: $ `14 (o TOTAL AMOUNT OF BID: $ 14 q I R ^3tb TOTAL =1 AS ,(.11 so * 2076 Co'+T 14 LID.COS(S. 216 ;134 e'o 'TOTAL 'L—"6R'c EsT*A&*— t"1 7, 1406 �!� � Y SCHEDULE OF PRICES ALTERNATE DID FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIP$ APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 1A 421 lin.ft. Furnish and Place 12" Vit. Clay Sewer Pipe $ w $ Per lin, ft. words -.gures 2A 18,800 lin.ft. Furnish and Place 8" Vit. Clay Sewer Pipe er inn. ft. 3A 5,400 lin.ft. Furnish and Place 6" Vit. Glay Side Sewe^ P.7c $ $ er 1in. t. uA 1 Only 12" x 6" Vit. G-lay Tee in P?_ace Per Each 5A 195 Only 8" x 6" Vit. Clay Tee in Place Per Each 6A 35 Only 8" x 4" Vit. Clay Tee in Place $ $ $ Per Each Total Alternate Items $ Total Items 7 thru 17 $ Total $ 4i Sales Tax $ Total Alternate Bid for Clay Pipe $ 1 Ta c>0 c),4S THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WURK WITHIN ONE HUNDRED FIFTY (150 l CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. 2, DATE AT THIS DAY OF 1962. SIGNED: TITLE: ADDRESS: C-ENERAL CONDITIONS I. Interpretation of Phrases: (a) Whenever the word "city" is used in ti.is contract, it shall be understood tc mean the City of Renton. (b) Whenever the word "Engineer" is used, it shall be understood as referring to the City Engineer, or his representative on the job as the case may be. Whenever the words "directed," "permitted," "considered necessary," or wr.,rds of like import are used, it shall be understood that the direction, permission order, etc., of the Engineer is intended; similarly, "approval," "satisfactory," "acceptable," sbrll mean approved, satisfactory, or accep- table to the Engineer. (c) The word "contract" will be understood to include all the terms, stipula- tions. and convenants contained in the Bid Proposal, General Conditions, Specifications, Plans and Bond. (d) Whenever the word "Contractor" is used; it shall mean the person(s)s co- pa.tr_ership, or corporation who has agreed to perform the work covered by the cohtra,�tt :,r his legal representative. During the absence of the Con- tsactor, the job superintendent sh3il be considered to be the Contra--tor's representative, unless otherwise designated by the Contractor. II. Rihts and Responsibilities of the City, (a) Inspection: It is mutually agreed that the City, through its agent the City Engirr .er. shall inspect the crork during the construction to detez� mine its acceptability, conformance to plans and specifications, quan+.i- ties of work performed. and other fanctions requisite to securing a satisfactory, workmanlike job. The Contractor shall furnish reasonable aid and assistance as required by the E;gineex. or Inspector, for the proper i.nspecticn of the work and measurement of quantities. (b) Right of Entry. The City reserves the right to construct or install such collateral works as it may desire during the period of this construction. Such work will be done with as little Hindrance or interference as possible with the Contractor. The Contractor agrees not to interfere with or pre- vent the performance of such work or to claim any extra compensation or damages by delays or hindrances which may be caused. (c) Changes Alterations and Extra Work: The Contractor agrees that the City may mace sue a era ions as may see fit in the line, grade, form, dimen- sions, plans or material of the work either before or after the beginning of construction. If such alterations diminish the quantity of the work to be done, they shall j not constitute a claim for damages or anticipated profits on the work that may be dispensed with. If they increase the amount of work, su,•,h increase shall be paid for according to the quantity actually done, and at the prices established for sue'.i uork under the contract. However, if such changes make useless any work already done, or material already furnished or used in said work, the City shall recompense the Contractor therefor. , Page 2 - General Conditions No work shall be regarded as extra work unless it is ordered in writing by the Engineer and with the agreed price for the same specified in said order, prov-.dea the price is not otherwise determined by this contract. All claims for extra work shall be made befog^ th< w Pik is started. and a statement of the cost of the same shall be i.ao within 3) days after completion of the extra work. (d) D'acze��a__no--i�es and Ommissions: It is further aC ^a that, it is the intent c Eir��ract tfi t all work must be done and all material must be furnished in accordance with the best practice. In the event of any dis- crepancies between the plans and specifications, or othPrccise, or in the event of any doubt as to the meaning of any portion of the contract, specifications or plans; the Engineer shall define which is intended to apply to the work, and the Conata : 5„all be bound by such ie ision. Any work or material not herein specified but which may be fairly implied as included in the contract., of wniah the Engineer shall be the judge, r shall be done or furnished by he Contractor without extra charges. (e) Estimated Quantities., This ag-eement, including the plans, specifications, ar.i e ended to show :_early ali work to be done and saterial to be furrished hereunder. The quantities are approximate and r•.re to be used only as a basis for estimating the probable cost of the work and for com- paring the propcsais offered fo.: the work. It is understood anc agreed that the b®sis for payment shall. be t,ie ac-�ual amount of work don,a and the mater- ia: Punished. �f) Lines and Grades: The alignment and grade shall be as shown on the plans, and asstaked in the field by the Engineer. The Contractor shall give the Engineer ample noti.e of the time and place where the lines and grades shall be needed. Alm stakes.. m rk3. e* ., shall be carefully preserved by the Cortractor. (g) S cgij of F�anchisea Easements. Ri hte-of-Wa The City for the p—pose o s eons ruc on agrees�0 secure suc an ises, permits, easements, and/or Rights-of-Way as are necessary for the performance of the work. The Contractor shall be furnished copies of such agreements as affect construction operati.ne. The Contractor agrees to secure those special permits, easements, or agree- ments of a temporary nature as may be desirable due to eonditi.ons of con- struction. (h) Estimates and Payments: AT, estimate in writing will be made by the Engineer once a mon e ,e amount of work done and of the value thereof in terms of the contract. The City will pay the contractor 85% of this estimated value, and whenever the contract shall be completed, and when said work and material sha't be accepted by the City, a careful and detailed estimate shall be made of the value of all work and material furnished and the Contractor shall be paid for this amount within thirty-.five (35) days, provided, however, that claims for labor and material, damaf-es, royalties, or otherwise have been satisfied. a, Page 3 - General Conditions (i) F.xtra Work; If during the performance of this contract, the Engineer shall or er n writing, other work done or materials furnished which cannot be classified under the unit prices of this contract, the Contractor shall per- form such work and furnish such material and shall be paid the •efor the actual cost plus 15% in addition thereto. The actual cost is defined to in- clude the cost of all labor, equipment and materials necessary for the per- formance of the extra work;, including any extra expenses incurred directly on account thereof, and also the wages of foreman and the expenses attached to the Contra_tor's liability insurance covering the labor so employed. Equip- ment rental rates used in arriving at the actual cost sha a be the prevailing rates, or the latest published AGC schedule of ownership expense. No additional allowance shall be made for overhead oharger, general super- intendence., general expenses: 2ontingen�ies, or depreciation of equlphe:,:;. III. Rights and Responsibilities of Contra !xi ^ (a) Persona:! Attention of Contraatora The Contractor shall give personal atten- tion to ai proaecution` and completion of this work and shall be present either in person or by duly authorized representative on the site of the work _ontinually during its progress. (b) Contractor's Address: The Contractor shall designate in his proposal ar, as to which written notices pertaining to this contract may be sent, and shall immediately notify the City of any changes in such address. Delivery of such notices to the address designated shall constitute receipt by the Contractor. (c) Obsenrance of Laws and Ordinances: The ;.)ntractor shall. conform to the re-- q riu eme`ny o t e franchima covering work along State and County highways and to the State and Local law& pertaining to this work. (d) Prote._lzn A ainst Ne li eng alid�Dannaaes_e The Contractor agrees during the per orma�ce o e wore o ace all necessary precautionv and to place proper safeguards for the prerention of accidents, including barriers, lights, and warning signs. The Contractor shall take proper means to protect property which might be injured by any process of construction, and he shall be liable for any claims for damage on account of his failur-- to so do. (e) Protection A ainst Claims for Labor and Material: The Contractor sgrees that he w3. n emmfy and save harmless the City ?Tom all claims :or material frnished or work done under this contract. It is further agreed that he will flu nish the City satisfactory evidence that all persons who have done work or furnished material under this agreement, have been duly pa' i for such work or material. In case such evidence is demanded and not furnished, such amount as may in the opinion of the City be necessary to mrrt the claims of the persons, aforementioned, may be withheld fr3m the money due the Con- tractor until satisfactory evidence is furnished that all liabilities have been fully discharged. (f) Assiy�nment and Sub-letting. The Contractor agrees that he will not sub-let e ai o w ork or the furnishing -. material, and that he will not assign by power-of-attorney or otherwise, any portion of said contract unless by and with previous consent of the City. The granting of such consent by the City shall not in any way relieve the Contractor of his prime responsibility for the performance of the work including the work done by sub-contractors. err Page h - General Conditions (g) Abandonments In case the Contractor shall abandon the work and fail, or re- useto commence it again with 10 days after notification, or if he shall fail to comply with the orders of the Engineer or with this agreement, then and in that case the sureties on the bond shall_ be notified and dire-ted to eomrlete the same. (h) Time and Order of Completion: It is the meaning and intent of this contract, unless otherwise hereMer specifically provided, that the Contractor shall be allowed to prosecute his work at such times, in such order of pre-,edence, and in such manner as shall be most conducive to economy of construction, provided however, that the order and the time of prosecution shall be such that the work shall be completed as a whole, within the time of completion hereafter designated; provided also that when the City is .aving other work done, the Engineer may direct the time and manner of constructing the work under this contra-` so that conflict will be avoided and the various works being done shall be harmonized. The Engineer will arrange all such work si as to avoid as far as practical.. all urv»oessary irworvenience and expense to the: parties concerned. Extension of completion time will be granted only upon submission of a request in writing to the Engineer, stating the condition necessitating such extension, at least two weeks before the expiration of the contract time. Determination as to whether - not an extenston of time shall be granted will be at the dis- cretion of 'neer, subject to approval by the City. The Contracts �,_ees that ne will comaence the work within U days after the signing of this contract and will progress therewithso o that: with- ir, days after date of contract, the work shall be complete. (i) Plans and 8pepification,, Accessible: The Contractor will furnish copies of p�ars`an�d speci39ca .ons an s e.T^kesp one copy of the same constantly access- ible on the job. (j) Prntection of Finished or Partiall�Fini.shed Work: The Contractor anal! be responsible or a is a or par 1-a yr1nished work until the entire con- tract is completed and accepted by the Engineer. Estimates of partial pay- ment shall not release the Contractor from such responsibility. (k) Defects and Their Remedies: It is agreed that if the work or any part thereof, or-a-n—y-m-a-Eerial broug -on the ground for use in the work, shall be deemed by the Engineer as unsuitable or not to conformity with the specifications, the Contractor shall forthwith remove such material and rebuild or ot:.,rwise remedy such work, so that it shall be in full accordance with this contract. (1) Sanitation: Necessary sanitation convenil-nees for the use if workmen on the o�properly secluded from public obse_vildon, shall be constructed and main- tainAd by the Contractor. (m) Cleanup: Be°ore this contract shall be considered complete, the Contractor sliall-Ieave the job in a neat, orderly, and workmanlike condition. 4' ft GENERAL SPECIFICATIONS (1) SCOPE OF WORK - This specification is intended for the Contractor to provide all labor, materials and equipment required for tae installation of sewer pipe, manholes and other apuurtences, all as shown or. the plans or as 'listed in these spe ifications. Small items of work which are itemized on the plans or in the specifications and for which no pay item is listed in the Schedule of Prices shall be absorbed in other items. The intent is to provide a completed project, including miscellan- eous small items which may not be listed but which are incidental to the other work. (2) RIGHT OF WAY -- Property lines and easements as shown on the drawirs indicate area limits over which the City has jurisdiction. The Contractor must confine his operations to these rights of way, and shall take every preca»tion to pro- i tect private property. Should the Contractor desire use of adjoining private property, he shall make all such arrangements with property owners _: :o ved. (3) TRAFFIC MAINTENANCE AND PROTECTION - The Contractor shall not be expected to maintain trai'fic on any stree..�{ruring the constrw,tion of this proJe.t, but he shall make every effort not to cbstru,t traffic on adjacent streets. Work on a given street shall be prosecuted it such manner as to make it available for nor- mal traffic, but neither shall he delay his operation so ac to cause the street to be unusable over extended periods of time while he wirks on another phase of work. Barricades shall be provided along the streets, and at night they shall be di- stinctly indicated by lights which are adequately placed. Special :are shall be taken to see that someone is responsible for maintaining barricades and lights, especially during week-ends and holiday periods. If such barricades are not properly maintained, the Engineer may emol)y someone to care for same, and such costs will be deducted from the f.," payment due the Contractor. (4) EXISTING SERVICES - Utility lines are indicated in their 1-n-oximate location on the a dra gss. Water lines will be staked in tte i . : thnlr approximate locations. Gas lines will be staked by Washington Fat,,l•a_ as upon reyusst of the City Engineer. The Contractor shall protect all such facilities, avoid interruption of necessary services, and shall save the City harmless from the results of damage of such facili.ties. (5) LINES AND GRADES - The Oity Engineer shall ::ave the right to make reasonable ctianges�in the grades as they are shown on the drawings. Grades will be es- tablished in the form of offset stakes at stations not greater than 50 feet, set in.. advance of the work. Wherever work is in progress, the Contractoi shall have in his employ a man competent to set batter boards or other construction guides from the line and grade stakes given by the City Engineer. Such employee shall h ve the duty and responsibility of {lacing and maintaining cvch con- struction g_ les. If, through the Contractor's negligence, any stakes should be destroyed tnd require re-setting, a s,rr shall be deducted from the Con- i tractor's final payment equivalent to the extra cost in engineering required for such replacement. The Contractor shall arrange his work in such manner as to allow a reasonable time for the setting of stakes for the ne;:t phase cf his oparabion so that his E work will not be delayed while waiting for construction guides. j i 5 - General Specifications (Continued) (6) CLEkRING - All necessary clearing shall be done by the Contractcr without additional cost. (7) TRENChING FOR SFWEfl - The Contractor shall not begin excavation for any section of the pipe line until he has on hand all material and equipment necessary for its rapid completion. In no .:ase, without previous permission from the City Engineer, shall more than two hundred feet (200) of trench be opened in advance of the completed sewer. Trenches shall be excavated to the lines and grades established and staked by the City Engineer. The minimum trench width shall be 12" greater than the outside diameter of the pipe. Excavation material shall be piled in such a manner as to cause the _east possible restriction to traffic and the best nrote.stion to the worn. The Contractor shall furnish all necessary macho ery for the work a: shall nump� bail, or otherwise remove any water which accumulates in the trench. e shall perform all work necessary to keep tine trenches clear of water while the foundations and the masonry are oeing constructed or the pips .aid. Where trenches (lateral and side sewer) '.&i! within the exist�.r.g aa,u!•;, the asphalt shall be cut on each side of the trench with a jack hammer or some other method approved by the City Engineer. Payment for trenching small be included in the price bid per lineal foot of sewer pipe in place. (8) TIMBERING - The Contractcr shall furnish, place and maintain such sheeting and bracing as nay be required to support the sides of the trench and prevent any movement therein which might image or delay the work or cause injury to street surface or adjacent property, and to provide for safety of woi man and pui`'ic. If in the opinion of the Engineer, any timbering is inadequate, he may direct the Contractor to furnish and place additional supports, but compliance with such orders or failure of the Engineer to give them shall not release the Con�ractor frcm his responsibility for adsauate mair_tenance of trenches. All timber shr.11 be removed from the trench before or during backfilling ex- cept that which is necessary; as determined by the Engineer, for protection of the sewer or other facilities. Such permanent timber shall be out off about two (2) feet below the ground surface. (9) BACKFILLiNG OF PIPE TRENCH - No work shall be covered until it has teen ex- amined by the City Engineer, The earth f' led around and to a depth of six inches over the top of the sewer shall be free from stones and hand tamped with the utmost care so as to obtain the greatest compactness and solidity possible. In filling, the earth shall be kept at the same height on both sides of the g pipe. From a level six inches above the too of the serer to the surface, the material shall be pneumatiev2 ly tamped, water settled, or otherwise well com- pacted to eliminate settling. Where the City Engineer shall so specify, the upper portion of the trench may be filled without tamping. Excavated materials which cannot be returned to the trenches must be hauled away and ceposited at such locations as the Engineer may direct. No sites will be more than one mile from job location, - 6 - 000a1 Specifications (Continued) All cost for backfilling and disposal of excess material shall be absorbed in the unit price bid for sewer pipe in place for the size and kind of pipe involved. (10) SEWM, PIPE - Concrete sewer pipe shall comply with A.S.T.M. Specifications No. - 7, manufactured for use with Brant Rubber Gaskets or equal. Clay sewer pipe shall be unglazed ^itrified clay, conforming to Clay Pipe Institute Standards manufactured for mechanical compression jointing with flexible materials. Cast iron sewer pipe shall comply with applicable sections of Federal Specifications WWP442la for Class 140 cast iron pipe and may be either open bell, mechanical, or tyton joint. Cast iron fittings may be me^.hanica:_ joint or open bell. (11) INSTALLATION OF PIPE - All pipe shall be laid without break, e-ace from structure to structure with bell ends of pipe up grade. Pipe site .aid on stable foundation with joints closely and a :curately fi-,ted ine and grade and with uniform bearing under the full length of the :a. . _w of the pipe. All adjustments of pipe to grade must be accomplished by material or filling in the grave under the body of the Dipe and .l' % wedging up the spigot or the bell. Dieturbirg Vine pipe in any manner, a 'e t:-:e joints have been made;, shall not be permitted. Dar*:=grd or broken pipe :. .1.1 be replaced by the Contractor at his own exaei:z<. At tee close of each days work or wherevrr the work ceases for the end of the pipe shall be protected with a close-fitting s,.c, On any portion of the work where sewe-a are being constructed,, tt.e :'on+ractir shall furnish and keep a ladder in ,ho irw ch at each point where pips is being laid to enable the Engineer to inspect the pipe layinb work. Payment shall be made per lin. ft. of pipe in place, measured along the top of the pipe from outside edge of manhole to outside edge of manhole. (12) MANHOLES - Manholes shall be constructed at the location indicated on the plans•, to the dimensions and of the materials as shown on the typical detail included herein. Mannole bases shall be case-in-place monolithic concrete or an approved pre- cast section. Where sewer lines pass through or enter manholes, the invert channels shall be nmocth and semi-circular in cross section and may be formed directly in the concrete of the maihold base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking it the top exposed section after the surrounding concrete has hardened and neatly trimming the edges. Changes of direction of flow within the manholes shall be made with a smooth curve w th as long a radius as possible. The floor of the manhole outside the ehanna.'_s shall be smooth and slope toward the channel not less than three a inches per foot. All costs incidental to the construction of the manholes including excavation and any stubs requested shall be absorbed in the unit cost per manhole. - 7 - t.� J denaral Specifications (Continued) (13) GRAVEL BEDDING - Whenever the trench bottom is unsuitable to provide ade- quate foundation for the sewer pipe, the pipe trench shall be excavated to extra depth as directed by the Engineer and backfilled with se-act material to provide bedding for the sewer pipe. The bedding material shall be sand, pea gravel or select pit run grave' free from clay or foreign material and graded uniforml.- from sand to gravel aggregate having a maximum size of one inch. Excavation below grade which is made inadvertently or without sathority, shall be replaced with g-ive'_ bedding as directed by the Engineer without additional cost. Payment for "Gravel Bedding" shall be per cubic yard by truck measure a:. the quantity of material furnished shall be recorded on d, licate tickets furnished with each load and signed by the City Inspector upon acceptance of the material. The unit bid price for Gravel Bedding in Place shall include excavation to extra depth s required and no extra compensation will be made for this work. (lli)XSOLID ROCK EXCAVATION - If the trench bottom s.iould be in rock, it shall be excavated to a depth six (6) inches below the bottom of the bells of the pipe, and refilled to anb grade with earth or gravel bedding. Where encountered, rock shall be removed by methods which will not endanger work in progress, adjoining property, or completed sewer. When use of explosives is necessary, the Contractor shall. use utmost care not to endanger life and property, and must provide blasting insurance. All explosives shall be sto.ed in a secure manner and all such storage places marked 'Dangerous Explosives." Rock shall be defined as material found in ledges or masses which cannot reasonable be removed by meats other than blasting, or solid boulders of more than one half cubic yard each. All other material, including loose rock, decomposed rock, hard pan, sandstone, and cemented or uncemented gravel shall not be classed as "Solid Rock." (15) PAVEMENT RESTOFAliON - Where asphaltic concrete pavement cutting is required, cutting shall be done n such a manner as to permit the necessary pavement to be removed without damaging the adjoining pavement. No irregular edges will be permitted. Backfill shall be made with dry selected material taell tamped in place to within twelve (12) inches of the surface, twelve inches of suitable crushed rock or gravel shall then be placed and well compacted. When so directed by the Engineer, rock to a depth of two (2) inches below adjoining pave- ment surface shall be removed and replaced with asphaltic concrete, in a manner to conform with City requireme .,,s. "Pavement Restoration" shall be paid for at the unit bid price per lineal foot of trench which shall include all wort for excavating, disposing of material, furnishing and placing crushed rock and asphaltic concrete. z (16) RESTORING IMPROVED AREAS - All other surfaced, graveled or otherwise improved areas, including all areas in streets, avenue, public and private 'walkways, public and private driveways and easements dispiaced or damaged by the Contractor, must be restored, leaving such areas in as good condition as Fists at the time work is done. This restorati.>n work shall be con- iiaered as part of final cleanup and no payment for same will be allowed. - 8 - IN General Specifications (Continued) (17) LAMPHOLES - Lampholes ,,,hall be constructed at the locationr indicated on the plans to the dimensions and of the materials as shown on the typical detail included herein. (18) SIDE SEWERS -• Svc (6) inch T.-branches shall be placed where indicated on the plans or as directed by the Engineer. BrancY.is shall be placed at an angle of approximately 30 degrees upward from the horizontal. If the side sewer connection is not to be constructed immediately, the branch shall be closed with a stopper using removable jointing material, sufficient to pre- vent leakage. Where construction of side severe is required by the plans or directed by the Engineer, six (6) inch diametel,pipe shall be used and laid on a straight line and grade to property line at a grade not less than one-quarter `'4) inch per foot and terminated at a depth sufficient to serve the property is;ended. Laying and joint making for side sewers shall conform with the apecificationa for sewer pipe. If the side sewer is not made to serve an existing property, the end of same at property line sha_1 be sealed with a stopper in a manner similar to that required for "7branch openings far future connections. If any "T"-branch is placed in the absence of an inspector, the Contra-,tor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. All costs incidental to installation of side sewers other than p4ter,a_t repair shall be included in price bid per lin. ft. of six (6) inch suede eeww" in place. (19) INFILTRATION - Infiltration shall be determined after at least four !u) feet of backfill has been placed by measurement of a:�tual infiltration £rpm the section of pipe tested. The upper end of the section of pipe shall be temporarily plugi,ed so as to prevent any inflow. All blank wyes, and ends of side severs sl.all be plugged tight. A suitable devise for directing flow into a measuring can., Shall be installed at the lower end of the section. Water shall then bcu introduced into the trench, if necessary, so that the pips is submerged in water or saturated earth along its entire length, and this condition shall he main- tained for at least two (2) hours, or until the flow has beco.ae constant. l Flow shall then be measured by timing the filling of a container of known volume. Infiltration per 100 feat of pipe shall be not more than 5 gal.//hr/100 feet for the 6" pipe and 6 gal./hr.j& feet for 8" pipe and 8 gal./hr., 100 feet for 12" pipe. '1 - 9 - SPECIAL PROVISIONS The bidder's attention is directed to special conditions which may affect the performance of the work and for which consideration should be given in submitting the bid proposal. GROUND CONDITIONS: The bidder's attention is called to the sub surface conditions that exist within the project area. There is evidence of bedrock close to the surface in the so thwest portion of this project. A soils survey of the project area has oven prepared for the City, and this report is available for inspection in the Office of the City Engineer. WATER LINES:: The City's available information as to the location of the numerous small water mains in the area is linited due to the fact that these lines were installed by individuals before the City annexed this area. There-'ore, the Contractor should be alert at all times for these lines and be prepared to make repairs if any line is broken. CROSSING OF RENTON AVENUES The street crossing may be constructed by :pen cut trenching. The existing concrete pavement shall be sawed or dri: ed and removed to neat lines. The pavement shall be removed to provice a shoulder six (6) inches in width on each side of the sewer trench. The material excavated from the trench shad be aisposed of by the Contractor unless approved by the City Engineer for backfill. The trench she-: other- wise be backfilled with select gravel backfill. Select gravel backfill shall be Sand or Pit run gravel graded uniformly to three (3) inch maxim+:n size agjregate and free from clay or other unsuitable materials. This ,ackfill shall be placed in twelve (12) inch layers and compacted. Mechanical tamping may be required if ordered by the City Engineer. The top six (6) inches shall be sand or 5/8 inch crushed rock mechanically tamped. The sewer trench shall be paved with cement concrete standard six (6) ,sack mix with 2% calcium chloride added. The sewer trench shall be paved temporarily with asphalt mix upon order by the City Engineer. The Contractor erall schedule the work to maintain one traffic lane open at all times during the working hours. All traffic lanes shall be opened and maintained when work is not in progress. Uniformed persoru,al of the Renton Police Department shall be employed at the Contractor's expense to dire '• traffic around the Renton Avenue Crossing. The unit bid price £or 12" Sewer Pipe in Place shall include the cost of crossing Renton Avenue. DELETION OF PAVEMENT REPAIR_: The City reserves the right to delete any or all of .he pavement repair if it is deemed to its advantage to do so. 1 - 10 - V` PNEL_:ATIC EJECTOR SEWAGE LIFT STATION (WITH DUAL COMPRESSORS) GENERAL - The Contractor shall furnish and install one factory-built, automatic sewage lift station, complete with all needed equipment factory-installed in a welded steel chamber. The equipment shall form a simplex pneumatic ejector sys*,em, complete with two motor-driven compressors, receiver, air reservoir, valves, internal piping, automatic controls, central control panel wi*h circuit breakers and motor starters, ventilating system an( all internal wiring. OPERATING CONDITIONS - The sewage receiver and each compressor shall be capable of del V Ivering gallons per minute of raw, unscreened sewage against a total dynamic headd - 25 feet, including static lift and pipe friction. All openings and passages sha 1 be large enough to permit the passage of trash or stringy material which can pass through a 4" house collection system, STRUCTURE - The station shall be constructed by the manufacturer in cis complete factory-built assembly with three individual compartments. The top sect•ior shall be the control compressor chamber. The middle section shall be the air-storage chamber and shall contain the valves and piping. The bottom compartmen'; shall be the sewage receiver. All three :hambers shall be contained in a verti:a:. cylinder or cylinders with the shell made from it' thick structural-grade steel plate. The intermediate dividers between the chambers and the floor of the receiving chamber shall be ASME flanged and dished heads designed to ASME specifications a.d of 4" mi,nimum nominal thickness with manhole or handhole openings to provide accese. The air-storage chamber and the sewage receiver shall be designed for a iinimum of 50 P.S.I. working pressure and tested to 150% of the design pressure. Where the cast iron pipes pass through the station walls, they shall be reinforced with 4" thick steel. sleeves, welded inside and out to the station wal= . The space between the ripes and the steel sleeves snali be packed tight with Portland cement grout containing Embecco and sealed to ,prevent '_eakage of water or as. The length Qf the station shall be adequate to place *he cover approximately ' above the surrounding ground, with the bottom low enough so that vewage will flow by gravity through the inlet pipe to the receiver. Welded to the bottom of the structure shall be a supporting base assembly consisting of four (or more) re- inforced legs with generous pads. The cover shall be of the hinged type with suitable drip lip around 4.,e edge and shall be epoxy coated with a reflective color to reduce heat absorl .ion. A cover handle and a simple, dependable looking device which can be opened from the inside without a key, shall be provided. The access ladders in the control-compressor chamber and air-storage chamber shall be provided with rungs welded top to bottom on 12" centers to steel side-rails which shall be welded to plate brackets welded to the cylinder wall. Lifting lugs shall be furnished for unloading and erection at the job site. WELDING - All steel structural members shall be joined by electric arc welding with fillats of adequate section for t:le jo" involved. All inserts for pipes, etc., shall be welded inside and out. PROTECTION AGAINST CORROSION -- After welding, all inside and outside surfaces of Me structure shall be blasted with steel grit to remove rust, mill. scale, weld slag, etc. All weld spatter and surface roughness shall be removed by grinding. Immediately prior to coating, all surfaces shall be thoroughly cleaned with live steam containing anti-rust solvents to remove any dust or oil film present. A single heavy inert coating shall be fa torg applied to all inside and outside sur- faces prior to shipment. This coating shall be of "Versapox" epoxy resin especially formulated for abrasion and corrosion resistance. The coating as applied shall be 100% solids material and shall contain no solvents. The dry coating shall contain a minimum of 853 epoxy resin with the balance being pig- ments and thixotropie agents. A toucn-up kit shall be provided for repair of any scratches or mars occuring during installation. This kit shall contaim de- tailed instructions for use and shall be a material which is compatible with the original coating. The dry touch up coating shall contain a minimum of 85% epoxy resin. Two 17-pound packaged magnesium anodes shall be provided for cathodi; protection and shall be buried on opposite sides of the chamber during in- stallation and securely connected there"'o by heavy cooper wire in good e-eotrlcal contact. AIR COMPRESSORS - The motor-driven air compressors shall be of the air- coied piston type with V-belt drive and shall be provided complete with intake filter- silencers. The compressors shall have automatic anloaders which withhold the load from the compressor until the motu:- has reached full speed. The pistons shall be of aluminum or 9ami-steel, fitted with three compression rings and oil control ring. The drop-forged crank shaft shall be perfectly balanced with in- tegral counter weights. The main bearings shall be Timken roller bearings. The cylinder and cylinder heacs shall be cast of nickel chrome, and all iron with deep cooling fins. MOTORS - The compressors shall be drivel: by _.3 HP, 1750 RPM, 3 Phase, —7 Cycle, L40 Volt, horizontal.. sniclded. drip-proof, ball bearing, electric motors. The motors shall be 40c C. rise, continuous-duty type with 15% service factor. CONTROL - Major items of the contrc' hall be mounted with a common Nema 12 type enclosure with oil-tight "hand-off-automatic" compressor switch for each com- pressor and a three-way "test--on-off" electrode switch to permit testing of the ejection cycle by initiating automatic ejection of the sewage all mounted in the panel door. An automatic control system shall be provided for the compressors with pressure switches connected to the air reservoir. An automatic alternator shall be provided to reverse the sequence of operation of the compressors on each cycle. Both compressors shall run in parallel if required. Thermal,-magnetic circuit breakers with dead front shall be provided as a disconnect swit:;h and to provide over-current protection against short circuits or grounds of the motor branch circuit conductors, control equipment and motors. Magnetic across-the- line starters with thermal overload protection and under-voltage release shall be provided to operate anu protect the motors. A three-way valve, operated by a pilot solenoid valve, shall be provided and so connected that the sewage receiver is normally vented to the outdoors through a vent line to the manhole. Where required, the valve shall be protected from freezing by a thermostatically controlled 1350 watt combination circulating .fan and electric heater mountec below the control panel. "NO-FAIL" ELECTRODE SYSTEM - The simplex pneumatic ejector shall be equipped with a "No- ail" Electrode Systam. 12 - The receiving pot in the simplex ejector shall be equipped with a single high- level low voltage DC electrode system. This electrode system small be complete with a specially designed liquid level sensing device to actuate the solenoid valve when the sewage receiver is full, thus closing off the vent line and in- troducing air under pressure to force the sewage out the discharge line. Energizing the solenoid valve shall also energise a clock-type timer, readily and adjustable to control the length of this discharge cycle. At the end of the time cycle, the electrode system shall be returned to its initial state by do- energizing the three-way valve, thus cutting off the air supply and opening the vent. A warning light for the electrode shall be provided on the control panel to indicate when the electrode has shorted or grounded. Should the electrode be- come shorted or grounded, the control system shall de-energize the three-way air valve at the and of each discharge cycle, cutting off the air supply. venting the put abd allowing the receiver to fill. The system shall provide f,- tie ejectArr to continue to cycle through its alternate fill and discharge oerioda despite the electrode being shorted or grounded. The electrode probe shall be of aluminum pipe wi'h a stainless steel ^_orcact and shall be protected from fouling or grounding by a continuous inert jacket of high dielectrio strength and low mpisture absorption. The el .trode serves as the air supply pipe to the sewage receiver, so that it gill be blown clean of con- densation, etc., on each cycle of operation and shall be removable. VENTILATION - Ventilation of he control-compressor chamber shall be provided ou a e air, drawn in by the compressor and circulated by the air-c cling fan built intr wie compressor pulley. The air intake shall be covered by a heavy screen. A fixed clearance beneath the flanged cover and the top of the chamber shall permit the cooling air to escape, coaling the lid in the process. With compressor motor horsepower of 10 HP or higher an exhaust blower with e, capa- cit;r of 250 CM at one-eighth inch static pressure shall be provided. This blower shall run when the compressor runs. ELECTRICAL - The Contractor shall run the rigid conduit from the meter on the power pole to the station, placing it one to two feet below finished grade. Use wire with insulation suitable for wet locations such as type RW or TW. (Service to meter to be furnished by the City of Renton). LIGHTING - A portable light shall be installed adjr ,.ent to the control panel iri the upper or equipment chamber. The light shall to provided with sufficient cord length to allow complete visual inspection of the middle or air-storage chamber. SU14P EJECTOR - On each cycle of operation, moist,.re accimulating in the bottom o the e air chamber shall be removed automatically by being expelled into the sewage receiver with the air being used. PIPING - The sewage influent line shall be 4" inch Class 150 cast-iron pipe wioh mechanical joint bell outside the pump chamber. 4" incl. bronze- fitted check valves and double-disc gate valves shall be Rtx11—Te in the in- fluent and discharge lines. The discharge outlet shall by 4" inch, Class 150 cast-iron pipe with a mechanical joint bell just outside the pump chamber. All air piping shall be of corrosion protected steel. 13 - WTIR G - The lift station shall be completely wired at the fa-tory in acc- o nce with National Electrical Code. All wiring shall be in rigid conduit, ex- cept for the flexible, steel conduit used Lo connect the motor and the electrode holder to rigid conduit. FA:TORY TEST - All equipment in the lift station shall be factorr-tested .pon completion to eliminate excessive vibration or leaks in the piping and to assure proper operation of the automatic control system and all auxiliary equipment. PAYMENT FOR EJECTOR STATION - The lump sum bid for ejector station shall in- clude all costs involved for furnishing and installing as per typical detail included with plans. The 4" gravity cast iron line of approximately 25 feet in length from MH No. 5 to station is included as part of the + tati.on and no extra payment for this item will be allowed. PAYMENT kOR 4" CpST IRON DISCHARGE LINE - The unit bid price per fooc of 4" cast iron d scharge line shall include all costs of excavating, furnishing, in- stalling, and backfilling and no additional compensation will be allowed, { �5T�Ps TO SE "�f4 + DEFaRMErJ =- i7 CAR AA:.`A► ITVr; SAf•ETY or. EquA`� z 5TEVS AKc Tc> ,DE ,N PLAGfi 4 M,N j �. 6tfaRr M.M ���Tw►aS ►Kc A L L E D �2 T{ot NT � 4 � ASTIt 13-1 Tc, 6E: CLYMP« 53Zu w,TIA �rrv� 'C.. L{ D oft eqL{at. MAwwoLE. SECTIoNS f Tc 6 m of Re-lw foR�-ro ,�.' p�� c A.�,T to►a c� �T E VAR{A6�E� -� '__ � • . i7- VAR AISL CZ4.. _ 4� VA$k,AbLiU r , � . A T Y R E_= `A" I 1r tvOTE t S SAv Y' S�l:4'� T t•W�.►J.. L S—r,: a..-Kt.. ' , e-c AR: 'N%i' h.. Tn VS `tvrn Kit[. }•x".'.:•�L`F � !s0 S1Ztl W'��A TU lM."+. y.Y _..._ •,..•: �. .` _ n.,�,�,ti . �Z- MAX. • 0 I O I f t i I L I i ' A IL i 4� t� NOT ?O dSC:al.6 T SHALL OW MAN ! L. E J t. M y �• I1 y' --.� � -'._ v:i�N '_ .�r � _ ++'ar_�'.T.'•„+a M'' Max�tl TO - .x Z4 � "se w 4' . i 24' t ? VAZ I 1l I 4\wzr G_ Ze. 24 ?40' •y 1. c, ,"- L" �' ' -�• li ' ' I J � OLYMP/G FDuNORy NJ S50j/ iv'/ry T � w YE T b'v rz 1-4 -t HT -t Uv I I ' Cl OF .ti ,7il BOND KNOW ALL MEN BY THESE PRESENT, That of , as Principal, and as T rety, are jointly and severally held and bound unto the CITY OF K'72 TON, in the penal sum of Dollars ($ ), for the payment of which we jointly and severally bind ourseives, our heirs, executoro, administrators and assigns, and successors and assigns, firmly by these presents. THE CONDITION of this bond is such that, WHEREAS, on the day of , A.D. 19 the said Principal, here n7,xecuted a certain contract with the CITY OF RENTON, by hte terms conditions and provisions of !hicb contrac', the said Principal, herein, agree to f,u nish all material and do certain work, to-wit That _ will undertake and complete the construction of as per raps, plans and specifications made apart cf sa`.� cntract as so exec�'ed is here- unto at_.ched, is now referred to and by reference :s i*+co^porated hereir: aoa . ?�e e part hereof as fully for all purposes as if here sef . ..- as length. NOW, THEREFORE, If the Principal herein aha-.' . _�.v ar truly obser.c a,7. mL iy with the terms, conditions and provisions of said _: i_- all respects, a:,d shall well and truly and fully do and perform all matters azd :`:gs by undertaken to be performed under said contra,*.., -pon thn terv.s proposed therein, and with- in the time prescribed therein, and shall irdsmri#'y the CITY OF RENTCN against any direct or indirect damages that shall be sufferea or claimed. for injuries to persons or property during the construction and improvement of such and until same is accepted, and shall pay all �iEorer_S, mechanics, subcontractors and material men, and all persons who shall supply such .cntraotlor or subcontractor with pro- visions and supplies for the carrying on of such works and shall in all respects faithfully perform said contract a^cording to law„ then *his obligation to be void, otherwise to remain in full force and effect. WITNESS our hands this day of V 19 Frrincipal Address cf local office anc agent of Surety Company; 1 Approved as to form , 19 Attorney for the CiLy of Renton THIS AGREEMENT, made and enteiA into this day of i 19 , by and between THE CITY OF HENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "City" and hereinafter referred to as "Contractor." W 1 T N E S S E T H: i II (1) That the Contractor shall perform within the time stipul>tgd, to-wit. To complete construction within calendar days from date of execution hereof as required by contract, cf which this agreement is a component part end everything required to be performed, and Contractor shall provide and furnist. ary and all of the labor, materials, tools, equipment, utility and transportation services necess+ery I o perform the contract, and complete same in a workmanlike manner and all the constriction work covered by the contract i.a connection_ with Y.Ye _oustruction and improv,.r.eni of ` and all the foregoing in strict :onformity with trAe plane and specificatior:a, i.c.udi:ig any nd all addenda issued by the City, with the other documents hereinafter enumerated. It is agreed and stipulated that said labor, materials, tools, equipment and servic9s shall be furnished and the contract performed and completed nject to the approval of the Cit.r and/or its authorized representative. (2) The contract entered Lnto by the acceptance of the Contractor's bid and the signing of this agreement consists of the following documents, all of which are sompoient parts of said contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached: (a) This agreern nt (b) ]Instruction to bidders (c) Hid proposal (d) General. conditions (0) Specifications (') Haps and plans (g) Bid (h) Advertisement for bids (1) Special contract prod pions, if any I v ��e Page 2 (3, If the Contractor refusds or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this contract, or any extension in writing thereof, or fails to complete said work within such time, or if the Contractor shall he adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his sub-contractor's should violate any of the provisions of this cbntr&rt., the City may then serve writter soti-,e upon him and his surety of its intention to terminate th6 ..ontraA, and unless within ten (10) i days after the serving of such notice, such violation or 'acn•-compliance of any provision of the contract shall cease and satisfactory arrangement, for the correction thereof be made, this contr .7t, shall, upon the expirsition of said ten (10� day period, e.ease and datermir in every respec'. . In the event of any :' ch termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the contract, pro--ided however, that if the surety within fifteen (15) days after the serving upon it. if such notice of termination does not perform the cortract or noes not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the contract and prose^ute the same to completion by contrae` or by any other method it may deem advisable, for the accowct and at the sole expense of the Contractor, a and his surety shall be liable to the City for any excess cost nr other damages occasioned the C_.ty thereby, and in such event the City may, without liability for so doing, take possession of and utilize in completing said contract such materials, appliances, plants and other properties belonging to the Contractor as ma- 're on site of the project and necessary them (4) The foreeoing provisions are in addition to and not in limitation of any other rights or remedies ava. Table to the City. r; Page 3 (5) The Contractor shall hold and save the City and its officers, agent, servants, and employees harmless from any and all liability of any nature or kind, including all' costa and legal expenses for, `off obi"accoun�o any paten or unpatented invention, ten process, article or applir,ice 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 fr m one party to the other party under the contract shall be in writing and shall be dated and signed. oy the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore spe^.ified shall be by personal delivery thereof or by depceitirg same in the United States Mail, postage prepaid and registered. (7) The Contractor shall convnence performance of the contract on the day of __, 19 , and shall complete the full performance of the contract not la er than calendar days from said date of comme. •ement. For each anu every day of delay after the date of completion, it is here- by stip•ilateh and agreed that the Camages to the. City occasioned by said delay wi:_1 be the sum of �` F'6 r as l±nuidated damages for each such day, to be paid by the Contractor auto the City. (8) Neither tk final certificate of payment nor any provision in the contract nor partial or entire use of any installa'.ion provided for by this contract by city shall constitute an acceptance of work not done in accordance with the contract or relieve the Contractor of liability in respect to any express warranties or re- apons oilAy 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 hall appear within i:c period of one (n.) year from the date of final acceptan e of the wo-k, unl 3s a longer paziod i8 spe ified. The City will give nQ _ce of observed aefects as heretofore specified with reasonable promptness after discovery thereof. i Page 4 (9) The Contractor and ea-:h sub-contractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports.. estimates, records and miscellaneous data oertainir.g to the contract as may be requester' by the City from time to time. (lo) The Contractor shall furnish a surety bond or bonds as security for the i i faithful performance of the contract, including the paynent of all persons performing labor on the construction project under this contract and furnishing of materials in connection with this contract.° The surety or s e• rat such bond'or bonds must be a duly licensed surety company. (11) The total amount of this ccntr& t ne s:n; of whirs includes Was%ington State Sales Tax. Payments will be made L_c *-actor as specified in the sns-al conditions" of this contract. IN WITNESS WHEREOF, the City has causea these presents to be signed by ita Mayor and attested by its City Clerk and the Contractor has hereunto set his htuid and seal the day and year first above written. THE CITY .. .04TON aycr ATTEST; CityTlerk 1 c —�ontractnr �■R�l�Iwf.�t L-T ULL L.I.L. .ainier Avenue: 12" ripe fron Tobin Avenue to Renton Avenue. 8" Pips from Renton Avenue to South 122nd Street. "Ist Avenue South: A" rips fro" Renton Avenuc to Approx. 180' Borth of Scr!th 128th Street. G" Pipe from South 122nd Street South Approx. 120' 8" Pipe frm South 126th Street A-prox. 14G' South. 90th Avenue :mouths 8" Pipe from SuutL 132nd Street to South 128th Street. 8' Pipe from South 12?nd SG-oet Smith Approx. 120' 88th Place South: 8" Pipe froc 90th Avenue .iouth to 87th Avenue South. 89th Ave:_ae South: A" Pipe frvi 38th i'lsce South to Aoprox. 20,;' north of South 130th Street. 88th Avenue Southt 8" Pipe from Approx. North of South 130(h Street ..o bhth Place South. 8" Pipe from South 122nd Street South Approx. 300' 87th Avenue South: 8" Pipe from South 'A Lt Street Worth Approx. 210' 8" Pipe from South 13OLi Street Worth Approz. 110' 8" Pipe from South 129th Street S,wxth Approx. 90' 86th Avenue Southc 8" Pipe frm Approx. 3509 Mertk of South 132Ad Street to sad of street. So. 132W Ste eet t 8" Pipe frees Nakao Areal* b 90th Avenss South. ,r,.. Cont Sep21 5?, 418i ,58 U-2 Jul. 14 53 (Tx pd 105311) Imp,* Ootti " Marguerite Oottt, hwt. to Frank S. HanOer-on and Dorothy L. Hendereon, hwf 200 ft of tr 39 X. k. 7b 3n Latimer' * Lake Uishington Plat, 6 plats L5 70 kow, Exeept p.r't t'. rof condemned in ke Sup :rt Cause No..t')0524 for road. Sub to all.�emta, reebrs and reeve of re pp $'00C. 6f WhIeb $ 500. hasbeeu pd -au fru av 4,3o4356-_ . ,. 5.--Oct 20 21D 53-- xon KL XW Bonded Escrow* f1d STco fb ti+. x' d agsn 2 So. 131st Street: 8" Pipe from 87th Aveuwe South to 90th Aveau2 South, Ju. 130th Street: 8" Wipe from Mh Arenus South to 90th Avenue South. So. 129th Street: 8" Pipe from 37th Avenue South to 88t1. Avenue South. South 125th St-rest: 8" Pipe from G:At Avenue South, .lest "-pprox. 150' 8" Pipe froa �9th Avenue South to 90th Avenue South. Pipe from Approx.130' West 89th Avenue south to Approx. luo' Bast of 87th Avenue South. So. 127th Streets 8" ►'ipe from a th Avenue South Nest A-prox. 130' So. Mth Streets R" Pipe from e8th Avenue south West Approx. 230' 8" ripe fro. Approx. 120' out of 88th Place South to 41st Avenue South. So. 121,th Street: 8" Pipe fro--. 88th Place South to 14sencnt then to Painiex Ave. 4 al So. 122ad Streets 8" Pipe fray dbth Avenue `South to Rainiv^ Avenue. Menton Avenue-. 8" ipe frog: 91.t Avenue South to kainier Avenue. Easements, 8" Pipe between Icts : 20 block 5r Latimers ia;,,e :ark Addition. 8' Pipe west along Lot :.i, block 4. Latimers lake P rk Addition. 8" Pipe frog Let 26, Black 4. to So. 128th Street. 8" Pipe fr-i.* So. 128th Street through Slook 42, Lat-i mrla Lake Washington Plat. AWnte: 8" Pipe from, 9- South along South line Of J, of Block 210 Latirwere Lake r :c Kainier A�enne. 8" Pipe from P.aiaier : .1ong Lots 20 and 10 Block Ajors Lake Park Addition. 4eat Approx. 2-160' ASSOCIATED L)AND to GRAVEL CO., INC. ` " ` 6100 T"° °T f N W o .�E �q fVEPETT W,l MINN AVE APR 1 31982 April 12, 1962 Res City of Renton - LID No, 248 Wmat Hill Sanitary Sewer Bid Dates April 16, 1962 Bs00 P.m. Gentlemens We wlah to quote t1ia following prices for material to be used on aaove subject projects IT,M NO, DESCRIPTION UNIT PRICE (421• ) 1 12 "x4' Rubber Joint Concr-t- Sewer Pipe ASTM C-14X $ 1.49/L.F. (18,8001 ) 2 E"x4' " C-14X 0.90/L.F. (5,400 ' ) 3 5"x3' " C-14X 0.66/-.F. (1 ea. 4 6 on 12" Tees Add 1.35 ea. (195 ea.) 5 G on 81' Tees Add 1.35 ea. ( 35 ea. ) 6 4 on all Teea Add 1.35 ea. (78 MH) 7, 8 & 9, 54" Z.D. Precast Manhole Sections 16.00/L.F. 62" 0.1; c B" Ph ck Top Slabs wath 24" Hole 30.00 ea. ( 12 ea, ) 10 811on 8" wye3 5.40 ea. 8"- 1/8 Bends 3.60 ea. Termss 2% 25th Prox. F.O.B. jobeite where accessible by truck and trailer under own powe_. We hope we may have the opportunity of working with you on this project. Yours trtly, AS30CIATED SAND & GRAVEL 00.1 INC. G- " . Steve CaLlendex r?SC tmL /� .rw 74 . .. .�.,.n..ws. sras�-•�ksrA+Re.-�,+^�--qw-s+ WePM11�tsl�w■ Fags 3 Easements 8" Pipe betmw Lots 26 27, and � 'Alin- dxards Addn.) tN wMh Lot 10. 8" ripe batmen Lots 22, 23, Us am 15 to 86th Aisews South. 6" Pipe botwsn Lots 20 & 21 to back of lots. 8" Pipe betreon tots 2 wwi 3 along Lasasrnt to ram Lot 186. t?" ipe from kortheast corner of Iot 17 along kits 17 and 18 and thru T,,x Lott 177. 3 1 f S .r SAN-1 LID 248 S-70 2X S A Fr '4z F DUE: J 'M i I� 6s O 4 W E / I All y., ll ,0 Div �'1�0 dda 10 U 77� r : IV r�� 57. /' 5 I NNNwo 0 m M A ri iJ - - - vT 7 q U O O (1 1 lz v� 5\a y f y D P v' - RvBtF?'�' k�vlt_Y i 2�� �,c� , � , �.> -r- v Pic'—'• -1— AS e_—�� h to Ld Lt 4�• 1 �°'r' �� � C? ,� c--•gas rN l 7O � 1�� �. 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TA1'ELKER & ASSOCIATES CONSULTING SOILS ENGINEERS ALASKA TRADE BUILDING SEATTLE 1, WASHINGTON July 20, 1961 Honorable Mayor and City Council Cef.ar River Park Renton, Washington Attention: Mr. Jack Wilson, City Engineer Re: Foundation Exploration of Proposed Sewerage Location West of Renton Airport Gentlemen: A'. your request we submit herewith our proposal for a founda- tion exploration for proposed sewerage development in an area west of the City of Renton Airport, comprising; the following additions to the City of Renton; (1) Woody Glenn Addition; (2) Lake Park Addition; (3) N. H. Latimer's Lake Washington Plat; and (4) Wallin Edwards First Addition. The area to be served is roughly 2,000 feet by 3,000 feet and occupies an east-facing hillside which slopes moderately to steeply. Hock outcrops are present in the westerly portion of the tract, and rock is believed to underlie the easterly portion of tha tract at somewhat greater depth. 'Ale estimate that upwards of 23,000 lineal feet of sewer lines will be required to serve this area. Inasmuch as a great portion of the sewer construction will take place in an area in which rock is known to exist at shallow depths, provision must be made in the contract for common excava- tion and for rock excavation. Subsurface exploration along the route to be taken by all of the sewer lines in this area will be required in order to establish probable excavation quantities. We propose to undertake a subsurface investigation utilizing the following method of exploration: (1) Borings made by means of a truck-mounted power auger; (2) Test pits made by means of a power backhoe; and (3) Geophysical methods utilizing a shallow zone refraction seismograph, and electrical resistivity. Our proceaur� in determining the locations for subsurface explorations will be as follows: (1) A review of surface geology will be made ' n which rock outcrops and soil exposures will be 4 Honorable Mayor and City Council July 20, 1961 Page 2 mapped; (2) A review of sewer profile lines will be made, from which the areas of deepest cut and greatest likelihood o ' en— countering rock will be determined; and (3) Explorations will be conducted first at points of greatest intere--t, and at such secondary locations as are considered necessary to establish the nature of materials in which excavation will take place. At the conclusion of the field work we will present you with a report of our findings and conclusions, including transferring the results of the field explorations to reproducible prints of the sewer profile. For these services we propose to bill you as follows: Inspectors and Technicians $7.00 per hour . Geologists and. .Soils Engineers 10.00 per hour Geophysical parties (including geoph;7sical equipment and transportation) 16.00 per hour Dr. Neil Ei. Twelker 15.00 per hour Power augers and backhoes (subcontracted on hourly basis) our cost plus a 10% service charge We estimate that this program of exploration can be accomplished for between $1500 and $1800 which latter amoun5 we agree not to exc:ed without your prior authorizatior.. We are prepared to commend operations within 3 days of your notit%e to proceed; we anticipate: our co�nc_,_usions will be available within 2 weeks of your notice to proceed. We trust this proposal will recieve your favorable consideration. Very truly yours, NEIL L. TWELKER AND ASSOCIAtES by J Neil H. Twelker NHT:acm P.S. We include herewith a copy of our brochure for your information. t TELEPHONE MAIN 4-3946 NEIL H. TWELKER Lac ASSOCIATES CONSULTING SOILS ENGINEERS ALASKA TRADE BUILDING SEATTLE 1, WASHINGTON 6eptember 18, 1961 laity of Yentoa City Hall Renton, S;ashington Attention: Mr, Jack Wilson, amity Engineer Re: roils Investigation for Proposed Sewer Construction near Bryn Mar .'entlemen: At ,our request and in accordance with the terms of our pr(. - posal. of July 201 1961 we h_v(, performed an investigation of geologic and foundation conditions in an area bounded by Rainier Avenue on the east, 85th Avenue Eouth on '.;he west , South 122nd Street on the nort�i, and %youth 132nd Street on the south. We present herewith a report on our findings, conclusions and recommendations. Descri tion of Area The area investigated slopes toward the east steeply c mo-3_rately steeply . streets are in mostcases surfaced with oiled gravel; a fern streets have been surfaced with plant- mix bitumenous paving. Materiols exposed in the area consist of the following: (1) Soils deposited during the most recent glacia- tion of the region, including glacial till and interglacial sands and silts; (2) A bedrock formation consisting of a lower unit of volcanic flows and bree,�'-a and an upper unit of sandstone ; and (3) Residual soils and talus sepositc derived from the bedrock formations. The southwestern portion of the area contains the rock outcrops; while the Flacial materials predominate in the lower portions of the slope. A map of the area appears in Fig. 1, attached. Field Inyesti�a_li�on The investigation of the area was performed y�e ollow. ni , methods: (1) Geologic mapping of surface exposures; (2) Geophysical methods using a refraction seismograph; (3) A pneu- matic-powered drill; and (4) A small hydraulic-powered backhoe. the results of the geologic mapping and locations of the subsurface explorations appear in the attached map, Fig. 1. Logs of i,� st pits and drill holes, together with the results of the seismograph 1 deterrinations have been placed on reproducabie copies of the street profile- for your use .in comparing contract plans. These f f ! City of Renton September 18, 1961 Page 2 have been forwarded to you previously. The initial efforts at subsurface investigation were made by means of a wagon drill , with a 120 c"m air compressor, in the area in which rock Has known to exist at shallow depths. with this equipment it was possible to penetrate the bedrock forma- tion and thereby obtain positive evidence of its presence and extent. Logs of these borings were prepared from examination of cuttings and rate of drilling progress. The operation was abandoned however after 9 I^oles had been completed because of difficulty with wet ground. The balance of the subsurface exploration was then performed with the aid of a power backho: and the refracti.,n seismograph. Seismic Determinations Lhe detevti,.n of bedrock oy means of the seismograph s accomp ishrd by measuring the velocity of shock wave propogation through the soil and rock formations. No attempt was made to study the formation below the depth which wo).ld be of interest in sewer construction in this area. Therefore sei-mo- graph determinations made in areas in which rock li�,s a, consider- able depth encountered only the lower velocity formations. The depth to which rock is known to be not present has been indicated on the street profiles. 'There rock was encountered by the seismo- graph studies, the 'position of the soil-rock interface has been noted, and the velocity of the rock indicated. The comparision of seismic v,>_locities with known materials at test pit and surface exposures was made, and the following relationship developed: Velocity Naterials 1200 to 2000 ft per second ;jilt, sand and weathered glacial till 2000 to 3400 Fresh glacial till and weathered bedrock 3400 to 6000 Sandstone. 5000 to 10000 Volcanir rock The velocity of the rock formation provides an indirect means of estimating the resistance to excavation of tnis material. We estimate that formations having velocities ux to approximately 4500 feet per second may be excavated without particular diffi- culty by conventional methods and equipment. Materials which show velocities from 4500 to 6000 feet per second me y be excava- ted with some difficulty by a large power backhoe. Formations having velDeities of 6000 to 10000 feet per second may be excava- ted only with great difficulty by power backhoes, and for higher velocity, drilling and blasting will probably be necessary. Baokhoe Lest Pits The test pits made in this investigation provide direct evi ence as to the character of materials to be excavated in r r. Renton September 18, 1961 Page 3 sewer construction. Inasmuch as the machine used to excavate these pits was considerably less powerful than the equipment which would normally be used in sewer trunk construction, we anticipate that the s:;fter rock can be removed without resort to drilling and blasting. Ge�olow The oldest geologic formatio , -neountered in this ni vestigation consists of the layer of ilcanic ro^k encountered near the southwest portion of the site. This formation consists of volcanic flows and breccia. The formation of volcanic rock is overlain in part by sedimentary rock consisting primarily of sandstone , whose particles are derived primarily from tiie under- lying volcanic rock. ihe, glacial till overlies the b•1roc'c forma- tion stratigraphicaliy bat is exposed primarily thrcuheu' the middle portion of the slope. The -o•^k outcrops which occur in the southwest corner of the are. project through the thin mantle of glacial till. The lower p o tion of the slope consists entirely of the sand and ;,ilt in.erglacial unit which underlies the glacial till. Conclusions and Recommendations although we have not had, oppor- tunity to examine the pro ec e profiles for this sewer construc- tion, we anticipate that much of the trench in the southwest portion of the area will encounter the bedrock formation. Some of this oxcavation eau be accomplished without resort to explosives; however, we believe that, the harder crticns (as evidenced by seis- m_ c velocities of 6000 fps or above will require blasting. Pro- vision may he male in the construction contract either for a pre- determined p�rcent;age of the excavation to consist of rock, under a lump-sum contract , or for a unit price basis. in any event the definition used for rock should :tinge on the methods to be used for its removal, rather than the origin or the lithology of the mater` , l. This is particularly important in view of the present _ of soft "rock" which can be easily handled by conventional earth excavation procedures. We shall be pleased to render advice on this project on any pro- blems which may anise during the: construction phase. Very truly yours, NEII, H. TW:,LKER AND ASSOCIATru by Neil H. Twelker NHT:acm 0 r a ,, a b �•e7- K r Y 234 .18 2 iG l3 ,0033333 'N3' ��_ i r- �'13q.7�� �� Ia84 .35 I N o r i m i J 1U i N I 4 I r - �"' - - I -� -� . - v s r, i �. I IL j , r r r + 711 I 1 I a 5E 1-4 ;:�i' �'�I I �l c''/ Ly7'�ior�• .-o43_e.cb S _�NO� rJ0.:Y Z u U 00 , 01 1 .µ on•o L�. 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'1 •r r L , f .� �. .) 1') � i J, n !F a .:� a 1 r � A ,, 1, ..� � , . '. . . r _ •, . _ ��.� ..�. y - - . . i • L41, � l. '�' FT vvG � � n• � Y U ')' T +• L L �. d Y � 1, l� •, h• ? I. i •- i U 4 � til. " `� Rio aiT fi � L. s"� V 4• q y v `� Yl. w �C <. I ��_ ' I �! I 7 r� ,' . :� - _ ^r - gin�r-:c' .. . .. ,_. � - �-- � •- �j 1 r � ." `al-, , a , { , } ? 7 t.4 - .i � 7 ! 6,5 t 6.5 3. 1.5 A.5 �.5 A.5 4 4 6.6 0 ci t 266C # = �- 1 i 4 1 ' 1 CITY OF RENTON KING COUNTY, WASHINGTON Addendum No. 1 To Prospective Bidders Under L.I.D. No. 248 Notice is hereby given that the Contract Documents of the above i .1.D. hav^ been amended as hereinafter set forth. LOCATION AND DESCRIPTION OF CHANGE (1) SECTION III Paragraph (h) General Conditions, Time anc order *61Tompl~ et on`.' the following underlined 1-tthb limits: Commence the 1116 within 10 days, 150 days completion (2) eneral Conditions ADD new section as follows: Paragraph (n) Liability Insurance The Contractor shall provide and maintain in full force and effect during the contraot period or any extension thereof policy or policies of public liability insurance providing for l:units of not less than $1001300,000.00 fcr all damages and/or bodily injuries to or death of any person or persons, together with regular property camag liability insurance providing for a limit of not less than $50,000.00 for all damages arising out of injury or destruction of property. Such policy or policies shall provide for at least 10 days notice to the City of change, cancellation or lapae of such policy. (3) Paragraph 5, Agreement. ,.fter the words "Legal Expenses" ADD "Incurred by reason of any work on the contract to be performed hereunder; and for, or on account...." (4) Paragraph 7, Agreement. The liquidation damage amount should be inserted at $50.00 per day. (5) Paragraph 10. Agreement. After the words "Furnishing of materials in connection with this contra t" ADD "Said bond to be in the full amount of the Contract Prc— as specified in Paragraph 11." This addendum shall be attached to and form a part of the specifi- cations and bid proposals. Jacc Nilson Cit gineer 1; s To Tls cnT cy wry PAOPossL rdwoll, WASM3Wlon Gentleman: The undersigned hereby oertif that he examined the site of the yro. posed work and be_ read and thorox;MNy undsrstaas�_ the plans, epeoiftostfaas and oontraot governing the work embraosd in this improvement, and the method kW which peymant will be made for said work, and hereby propose to undertake and oossplete the work embr osd In this improvement, or as nuoh thereof as can be oase- pleted with the money svai:Abls, in aoocrdanoe with the said tiaras, speoitiostions and contract and the following sohedule of rates and prioess (ems Unit yrices for all items, @12 extensions, and Fatal amount of bid should be shown. Show unit priors both in writing and in figures.) Signature__ address Name of Members of Partnerrhip: Nam of President of Corporation NNW of SLoretary of Corporation Corporation Organised under the lave of With min office in &ta'e of Washington at �� 1 SANITARY SEWED L. I. D. 248 SCHEDULE OF PRICES APPRCYIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 1. 4il lin.ft. Furnish and Place 12" Concrete Sewer Pipe $Per lin.ft. words $ gurea $ 2. 18,800 lin.ft. Furnish and Place 8" Concrete Sewer Pipe Per lin.ft. 3. 5.4o0 lin.ft. Furni , and Place 6" Goncrets Side Sewer Pipe Per lin.ft. 4. 1 Onl.� 12" x 6" Concrete 'Tees in Place Per Each 5. 195 Only 8" x 6" Concrete Tees In Pla e $ $ $ eg h Each i 6. 35 Only 8" x 4" Concrete Tees in Place Per Eac 7. 29 Only Manholes, Type "A" Standard, Complete $ $ $ er .ac.h �— — 8. 45 Only Manholes, Type "B" Shallow, Complete Fer Each 9. 4 Only Manholes, 'Irop Standard, Complete Per Each 10. 12 On'.y Lampholea, Standard, Complete Per Each — APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 11. 540 lin. ft. Furnish wid Place 8" Cast Iron Sever Pipe Per lin.ft. 12. 270 lin. ft. Furnish and Place 4" Cast Iron (Force Main) Pipe Per lin.ft. 13. 400 cu.yd. Gravel Bedding $Per cu.yd. $ $ maf iL. 600 cu.yd. Select Backfill i $Per cu,y�'-- $ $ 15. 200 cu.yd, ck Excavataor Per cu yu --' 16. lr,000 lin.ft. Street Repair $ $ Per 7.in,ft. _ 17. 1 Only Pneumatic E3e:tor Se-aage gift S',ation Complete, with Dual Compressors Per Each TOTAL: $ 4% SALES TAX: $ TOTAL AMOUNT OF BID: $ SCHEDULE OF PRICES ALTERNATE BID FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL IA 421 lin.ft. Furnish and Place 12" Vit. Clay Sewer Pipe °er lin. ft.. 'words ( igi.res 2A 18,800 lin.ft. Furnish and Place 8" Vit. Clay Sewer Pipe Per lin. ft. 3A 5,400 lin.ft. Fi:rnish and Place 61, Vit. Clay Side Sewer Pipe Per 1 4A 1 Only 12" x 6" Vit. Clay Tee in Place Per 5A 195 Only 8" x 6" Vit. Clay TeP in Place Per Each 6A 35 Only 8" x 4" Vit. Clay Tee in Place v; $ $ Per Each Total Alternate Items Total Items 7 thru 17 $ Total $_ 4% Sales Tax $ T tal Alternate Bid for Clay Pipe $ THE UNDERSIGNED BIDDER HEREBY AGREES TO START GONSTRJCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THIS WORK WITHIN ONE HUNDRED FIFTY (150) CONSECUTIVE CALENDAR DAYS 'FTER STARTING CONSTRUCTION, DATE AT THIS DAY OF 1962. SIGNED: TITLE: ADDRESS: i , INTER-OFFICE MEMO Date llnvan}wr Q,t 19F7 From: Helmie Nelson, City Clerk Departmental Account No. To: Jack 4ilson, City Engineer Expenditure Account No. MESSAGE: The letters of protest on the Final Arse:svmetrt Roll of L.I.D. 24E3 were referred to you along with th(, City Engineer. We have given Mr. Wilson the file of prutests which you m.iy review at the time you meet or. the matter. The Hearing has been contJi.ued to the next Council. meeting which ;all. be pnvenber 19, 1962. HellmmiiepNelson, City Clerk To Me P bmltted In Triplies!. KING COUNTY ENGINEER'S OFFICE DDPLICaTE 1 i N IN(HI SF DEPARTMENT Application No. _....... .._.......... ... __. Print 1 o.._. ... ... ................. _. .. .. ' (� S:ac i`rrl .ah . 3.1¢e 7 10 VL. 2'he undersigned hereby applies for permission I ......_ _. . . Lay approx. HWI of 8e samr tan ,alai,% S. 122nd Sta botaeart 88th Ave- So and Raiuier iL on. ACCO ..,k*Cl. W-IM i,.A2T=X 15 OF OUXUL 3?rC1ti•Ni21AS SLT FUr.51 Bi k.II-D. # 2148 `(,Iqgqq u , Tunew AIS. !AL- S 1X R19�D8LD FIFA C.ou''T1 HZ(N! OF W&I ON WDIPROM :Ci:TIpi QY 8e 122nd ST. ALL ':;ORK M s i,,;ii Siii=T Tu M A.OMIAL OF I& W A ZY ilu4L LIC;Ii . eA comtty iweator xi-U big aLsiLmad to the .r eat for iaspestion of road rcctoratione Costs of inapbotion s,,.);licablo to the rc ject Wit]. bs reimbursed to t A County mo.ithty b,, ,.i4 to„id_ll( ibN ,aL Uk; G,1PiAIYa scwcr ocrrit TM estimated lime required for completion of the above ..,it le....._. ___........ __.._ _.._.. which the petito,nar agr.�s to prosecute with all diilgenee, and spend with due regard for the rights,inlereals and conyenleace.of the publi, The undersigned. his successors and asmigne. agree. If granted the above permit.to comply with the yruvmi...,rnnditlon.,requc..immis, regulation. and recomtnenlallons herel. ..tained and as may apply tun any utility franchise treated the applicant and under wines provl- alon acme is Issued and respect and protect sit property contract.. persona and rights that ntlghl be alfecled by It. In accep'ing the hereinafter granted permit the petitioner, his aam...snr. and assigns sure"to protect and save harmless the. County of King from all clalma, lotions or damages of every kind and description which may accrue to or be atifered by any �-raon.or persona cos "oration or property by reason of the V,,rf.rnu nc-of any such work, character of materials used or Insurer of Installation, maintenance and operation or by the i..pmper occupancy of rlgt to of way or public plo•e or public structure, and In are, .tray such suit or ar•ion 1. brought ."that said County of King for damages arising out of or by reason of any of above causes, the petitioner, his successor. or assign. will porn notice to him or them of commencement of such action defend the same at film or their sole coat and expense and will fully satisfy .my Judgment after the .said suit or .cHnn ehxll have finally been deterinlned If adversely to King County. Addre« City Hall g Gity of He._totie. __. _.. Phone_. AL 5 31lblt Signed City of he-,ton.... l jack "•2 son a®ex.....Gonst.....li and A Goastru..t =-Clo. KING COUNTY ENGINEER'S OFFICE 1'kAVCt115F. J)"AkTuevT. ._..._.Rrt,lrt on Application No..__.1ult,SrfiL 1 ndn F,:,o hise No _.__ .1 . _. (;rantr.! _._._. . _. Co. l ale Ir/, 1'o1 Recrit,ed _ LIA.. 19 .Eotred. ._..t,� __. 14... , lnstertrd by laspertw" (ha, s I .- . 19. . .... Ca Treat. Receipt \ I .. _. Repo,t by _. .. . . Timf oil Lup*n irvl. T�avcl .. .- .11rs.Rats .....__... . .......... ._.lirpresyes�...�__.._-. ,_...Total, X._...... tow To sly,Flatten in Cod:xTr Coalftisiown, Seal6e. Wash...... .. ...3.I7pAP..I .. ......_...._......... .-. .__._._,lq..._..f 2 1 hatT made m, exam inatiml and inspctlion of the prnpssrd York and pumices and nnuld recommend that seat be_.......�...ranted. . _.. .. . . ...._..,subject to the protestors of Fraachile No........_.................... ....._........the viithia noted requirearats and conditions.vis.: Ai1Atuet Bond F. WINTERS P FrancMiar Enphierr. County Fmginrrr, 10% ana 10 51 MALL _ To Be gubrnittod In Trlplitats TIIIPLIl:ATIS KING COUNTY ENGINEER'S OFFICE App:hafion A'n...... . -1::au.62 :'. ._.... The undersigned hcrehr applies for permission to Ira' ap prato 8Wg of 80 sewer riain slant be 3t1«d St. bot!dCM Wth Ave. So ant :isinier w.p W L « % A1iu1r .; , ; . i At=' ,AIJCi S'ird tiff; ;LL 1S 01 -; AL 301C7.cII:::MM JLT I v. Td Li L410DO, 268 (.i'l tk .11JI1. ALL us kill _ Nxe t<f:L �1nd. ._- 01 4,Y L41 UNIF:FA6r` y t11IM Of So 122nd 3To sli .J& 1ki 0 _I, ,...ad.CT T's T::6 i.-ft'VAL C:' ia12 CUUMIX X AaIGX r.a aA cx-Ants, L-A octor vi11 be arisieAed t he r „oket for ir;apsation of road ri-ctor ,.ift :.oats os inspcietLinii a,_ -icahic to tu. : r,ast w-U ',x re3r.:burecd to u:le C,ant, Liss b at.ac,r p-mit 30 w" The estimated time required foe completion of the above work In..__.. .._ .._ .. ...._. ... _. ._._. which the petitio.1or uRre.s to VOL secute with all diligence and speed with due regard for the rights.Inrrrea la and conveniences of the-public. The ..ndersigned, his sucerescrs and assigns, agrees If granted the above permit.to comply with the puwlnions,conditions,requirements. rant,IR iv ns and recommendation. herein contained and as may apply to an:. utility franchise granted the aminhoent and under whose provi- alo.game is issued,and respect and protect all property contracts.persons and rights that might b,affected by It. In accepting the hereinafter granted permit the petltloneq his sueeesis rn and as.lgna agr,.a to protect and save harmless this County of King from .11 claims, actions or damage, of every kind and d..relption which may accrue to or be muntard by any person,or persona co Dora t ton or property by Lesson of the performance of any such work, character of materials used or manner of inew alioa, mnintensner and operation or by the improper occi.pancy of rights of way or public place or public structure, and in enve any such suit or action la brought against said County of King for damages arlslug out of or by reason of any of above causes, the petitioner. too successor. or assigns will Don holler to him or them of commencement of such action deftbA the same at hie or their note cent and expense and will fully Mlist, any Judpment after the said suit nr action shall have finally been determined If adversely to King County. Addr,ss tiity 3a11 8f'e7 9f bentpgUf. . . ... Phone.. !,ia,5 3.. .... . .... -.. ... Signed 6StW ax t. .rLe[lab2"er;tit: - tiacaor; � J� �iSlnan _ a 4yOa KING COUNTY ENGINEER'S OFFICE PRANcinsg DerARTvesT: ... . ._... ..... ___.._.......lieport on Appli esials No. 01astA _... Under Fr anchirn Nn.. ___.. ...__..Granted .. ..._._ __ ___..._ Co. Corn Jet, IV . . _..__..... __.. ._.fig. ..._..._.. _____.... Received...__. . .. ,. _19 . . 17,t4 ed .._.- ..��tt1..gg ....__19._.ts .Inspected by .....__ ._._. ...... ......... 19 _... Inspection Chad s t .... . r9..._... ,`rr Treat. Receettppi No. _.... , Report by_ . ..... .. . .. .._.. Time on hup'n. Incl. Trmvl. ....__.... ...._... ties. Rate._....... ... ... ..........._...........Grpe.tes .... ........ .. _..Told, $ _....._._ aa TO THE BOARD OF COCSTY COMNISSIONUS: Smile, Wa.sh.,. WY . . ._.YR . �_._ _.........._ _ ....62...... . . ._, 19__. t have made nc inspection mid inaprrox of the proposed tro+rk m+d prentiver and teroslri recommend that rom r.r be.... .. '1:� .. .... .__ ._. . .. ___......_._ ._. subject to the protneions of Franchise Vo ._. ................._., the udhirt ".led requirements and ,:ondilinn.r,vest: MAa.et ixind t i i F. WMn7RS By............................................................... .............._._. .....................___.__......._......_.__.__.......,..._,....................................... __._ ....Fronehist&nilimes.........._ Comity F_avigeer. T I10 � t I I I I ma I f Li t ma Z— I m LLB — # zJ I C� Q 0 LY z F ! a0 ";LRJrT.rON OF L.i.,l. N0. 2 Beg,ira,ing at a point on the westerly wargia of Raisder r said 7co4nt be4 250 feet Northerly of the NortberV �/�► of Robes Plate (9lst Place S"tA) ProdwAwd goutesomr2,i thsncs Northerly along the Msstgrly lino ot Aainsar Aveao the &mthsrly Night-ef-VW lice of South 122nd Stteetj thesaee Westorlyy along said SooftWly Right-of-Vy lino tic seoterline of 88th Avenue South; 4 Moe Soatherly along the sent,srltnc of said Avenue and the cen%erlins of the vacated ;motion of MU Avenue Suet the ceaterlins of vacated South 123rd Str, ..t; LWMs Scvtilssterly along said centorlins %o tha Ustorl of-Ways line of 8,th "]ace South (latiwer Avenue); thetas southwesttrly aeras• 91t1: F13.:N South to the East of-Wsy line of �47th Avarune South; theme Soatharly along said �aeterly flight-of-Kry line to Northerly lot line of lot 10, black 1, of N.N, latiarrs L Addition as recorded 1n Vol;aw 18 of Plate on Pap 630 1of king �,nty, Washington; thence last along said North lot liens to the East line of Lot 110; thume Southerly along the last lines a: Lcds 1 %aru 10 a Block 2, to the North Right••ot-of linos of South 126th Et thence Westerly along said North lins to the testarly ,i4 *W line ' 87th Avenue South; thence S,;,. .hwkv along said Easterly Right-wl-W7 line to intersection with the projection Lastorly Of the Nertk 11 Wallin-&awards First Addition, as recorded is Toluas 54 o Page be, Records of King County! Washingtonj theme Westerly Alan said projostl.on Marl a1 said Net to the West line of said Flat; thmse Southerly ale+ng said West lick,, a distant of 1%. thence Wsate.^ly paralic' with the North lino o: SeNion 1 sCip 2s North, Range 5 East W.4'. a distance of 293,0 tee thonce Southerly parull.el with tbM Wee% line of said Scot a dintanre 5f 180.0 f.s, t, to a point as the existing City of Renton, as establia ,od by 0*disaasc No. 1461; thanse lasterly sad Southerly 91eo5 00 city I" cis,tea, ss establishod by Clydinaness Os.e3 2 ftaad 1579, t Raster lt Right--of-Wy Line of ` AA Avetuco South; thorns "lortherly alaW said lastarl;r AJNh,.*f-Wstr lino, a of 17 *9 feet; thence 3 %030 '59e last to the Nortbwe jr sight-ot-Way lira South 131ad Stroa%i theme lasterly along said Nertherrjy >t .ty.,Wy line to lino of block 58 of W.TOO RecordI&MAIM* ir. 'oluwe 6 on Page 74, keeoeHc of thence North sang said West lino, a distance as 135.0 lei thence East parallel with the North 11ne of eatd Block 56 West line of block &') nr said plat; thence "3uth along said West line to t.'» North klsht-r>l Mi of South 132nd Street; thence East along said Barth line to the Walt lure of Blcr eaid Flat; thence North along said Watt line to a point 63.5 fact soi the North line of said Block 61; therre Easterly parallel with the forth line of said Blool the East Right.Of-Wy lino of 91st Avenue 3autb; theme Southerly along, said Esat line ane ,long the Erato of-Aley :Line of Hayes Place, to r point which is Woetes•ly i right anglev to the point of tagiani:)'g; thdoor easterly to the point of b%inniryg...... MM CITY OF RENTON, WASHINGTON RESOLUTION N0. / _LJ A RESOLUTION of the City Council of the City of Fenton, Washington, declaring its intention to construct and install sanitary server lines and appurtenances In the West Hill area of the City and to create a local Improvement district to assess the cost and expense of said Improve- ment against the properties in such District specially benefited therety; and notifying all persons who may desire to object to said improvement to appear and present their objections at a meeting of the City council to be held on February 19, 1962 . BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, as follows : Section 1. That it is the intention of the City Council of the City of Renton, Washington, to construct and install the following sanitary sewer lines In the West Hill area of the City, to-wit: APPROX. PIPE SIZE ON FROM 12" Rainier Avenue Tobin Avenue Renton Avenue 8" Render Avenue Renton Avenue South 122nd St. 8" 91at Ave . South Renton Avenue Ap prox. 180 ft . N. of South 128th Street 8" 91st Avenue South South 122nd St . South approx. 120 feet 8" 90th Ave . South South 132nd St. South 128th Sc;. 8" 90th Ave. South South 126th St. Approx. 150 ft . N. of S. 128th St. 8" 90th Ave . South South 122nd St . South a pprox. 120 feet 8" 88th P1 . South 90th Ave. South 8'th Ave . South } 9" 89th Ave. South 88th P1. South Approx. 200 ft. N. of S. 130th St. g r APPROX. PIPE SIZE ON FROM TO 8" 88th Ave , South Approx. 160 ft. N. 88th P1 . Sough of S. 130th St. 8" 88th Ave . South S. 122nd St. South approx. 300 feet 8" 87th Ave. South S. 132nd St . North approx. 100 feet 8" 87th Ave. South S. 131st St, N. approx. 100 ft . 8" 87th Ave. South S. 130th St. N. approx. 110 ft. 8" 87th Ave . South S. 129th St. S. approx. 90 ft. 8" 86th Ave. South Approx. 350 ft. End of street N. of S. 132nd Street 8" S. 132nd Street Approx. 100 ft. W. 91st Ave , South of 87th Ave. S. 8" S. 131st Street 87th Ave . S. 91st Ave . South 8" South 130th St. 87th Ave . S. 90th Ave . S.:uth .8" S. 129th St. 87th Ave . S. 88th Ave . South 8" S. 128th St , 91st Ave . S. W. approx. 150 ft. 811 S. 128th St. Approx. 130 ft. Approx. 100 Ft. W. of 89th Ave. E. of 87th Ave. South South 8" S. 126th 88th Ave. S. W. approx. 120 ft . 8" S. 126th St. 88th P1. S. Rainier Ave. 8" S. 124th St. 88th P1. S. Basement, then to Rainier Ave . 8" S. 122nd St. 88th Ave . S. rainier Ave. 8" Renton Ave. 91st Ave . S. Rainier Ave. 8" Easements Between Lots 1 and 2, Block 5, Latimer's Lake Park Addition 8" Easements MSa6 along wt 26, Block 4, Latimer's LiLke Park Addition 8" Easements Loot 2o, Block 4 South 128th St . 8" Easements S. 128th St. Through Block 42, L3ttimer's Lake Washington Plat -2- AF )X. PIPE SIZE ON FROM TO 81, Easements (Wallin- Between iota 26 & 27, and through Edwards Addition) Lot 10 8" Easements (Wallin- Between Lots 22, 86th Ave. S. Edwards Addition) 23, lb, and 15 81' Easements (Wallin- Between Lots 20 Back of lots Edwards Addition) and 21 3" Easemerte (Wallin- Between Iota 2 & Tax Lot 186 Edwards Addition) 3 along easement 8" Easements (Wallin- Through Lot 14 Edwards Addition) There shall be included in the foregoing the acquis- ition and installation of all necessary valves, fitti.-Ws, coup- ling., connections , equipment and appurtenances, and the ac- quisition of any easements, rights-of-way and land that may be required; and thare shall be included the performance of such work as may be Incidental and necessary to the foregoing con- struction and installation. The City Council may modify the details of the fore- going described improvement whert in its judgment tt appears advisable, provided such modifications do not substantlall, alter, the plan of said improvement . All of the foregoing shall be ir, accordance with the plans and specifications therefor to be prepared by Jack Wilson, the City Engineer. Section 2 . That the entire cost and expense of sRId Improvement shall be borne by and assessed against the property specially benefited by such Improvement to be included In the local Improveme* t district to be eetabllehed, embracing as near as may be all property specially benefited by such Improve- ment . That there shall bo Included in the coat and expense of -3- said improvement all cost items spec;fied in RCW 35 .44.020. Section 3. That all persons whc may desire to object to the improvement herein described are hereby notified to appear and present such objections at a meeting of the City Council to be held in the Council Chambars in the City Hall, Renton, Washington, at 8:00 o 'clock p.m. (PST) oo February 19, 1962, which time and place are hereby fixed for hearing all matters relating to said proposed improvement and all objec- tions thereto and for determining the method of payment for said improvement . Section 4. Jack Wilson, City Engineer, is hereby directed to submit to the City Council, on or prior to the 19th day of February, 1962, all data and information required by law to be submitted . The fL . .,ing Resolution was ADOPTED by the City Council of the City of Renton, Washington, at a regular meet- ing thereof this 23rd day of January, 1962 . ATTEST: A APPROVED AS TO FORM: CITY ATTORNW -$- �. 7^• Tim CITY OF F"TOi RPWCM, wASH[]1iona Cieatlenm: The mA8r5igu3*d herety oertif lc s that j _ hc1_ erxwdzed the site of the pro- posed work and hqZ_ read atd txwrov#lf '=-Jae ttand,,� plaza,paa, epsoifimationo and oontraot governing the work whraosd in tLix improvement, and the method tV which pgymant will be made for said work, and herettF prvpose,2— to undertake and oomplets the work embmosd in this improvement, or as much ttwrrsof as man be oam.- plated with the money available, in a000rdaaw vitb the said plans, speoifioations anR oontract and the following sohodul.e of ratse and prioesr (Agf2 i thuit prioes for all items, cll u tensiane, and tots.1 amount of bid sbould be shmm. Show unit prioss both in WitimR and in figures.) L(UNryDBERG CONSTRUCTION CU. Sigmatu r lddrema TV-?o 13 '1 A7o, hose of Members of PtAnershipt �eo'S LAN DAtRG ( MANMc/[) lays of President of Oorporstioq lmmai of Secretary of Oorpor Oamvr -gtion Orvnimed under the laws of V:tth sin offios in State Q. w,sbington at �Arf/E I SANITARY SEWER L. I. D. 248 SCfMULE OF PRICES A PPFOX WTE UNIT ITEM QUAI.TITY DESCRIPTION PRICE TOTAL 1, 421 1%n.ft. Furnish and Place 12" Concrete Sewer Pipe 3� L Per lin.ft. wor s rigurevT 2. 18,800 lin.ft. Furnish and Flace 8" Concrete Sewer Pipe vs $ 7. :30 $ e Per lin.ft. 3. 5,400 lin.ft. Furnish and Place S" Concrete Side Sewer Pipe $_3, an / loo. 007 Pe: lin.ft. 4. 1 Only 12" x 6" Concrete Tees in Place er Each 5. 195 Only 8" x 6" Concrete Tees in Place � � � er Each 6. 35 Only 8" x 4" Concrete Tees in Place $��Pc b//wc s `�x g j• A o $ /GSOo er ach 7. 29 Only Manholes, Type "A" Standard, Complete xa$ ac zA.s $ ,3oS,on gSo 0 er a ���j„e� 8. 45 Only Manholes, Type "8" Shallow, Complete $ o < f„air. s $ �?S,S o�> $ ror 0ech t rI.C-I 9. 4 only Manholes, Drop Standard, Complete 71./lr.,c E^'t/ $ *XOO. 00 _ $ / [oo.o 0 10. 12 only Lampholes, Standard, Complete APPROXIMATE "'NIT ITEM QUANTITY DESCRIPTION PRICE rOTAL il. 540 lin. ft. Furnish and Place 8" Cast Iron Sewer Pipe f eP r lin rt.. i2 . 270 lin. ft. Furnish and Place 0 Cast Iron (Force Main) Pipe $ �� $ S A U $ /.3�.0•o n er lin. 13. 400 cu.yd. Gravel Bedding $ $ 00 Per cu.yd. 14. 600 cu.yd, Select Hackfiil er cu.y . 15. 200 cu.yd. Rock Excavation $Tp..l�r '�. art a � v .SS. 00 $� 00(�. Oo Per C11*'.yd. 16. 10,000 lin.ft. Street Repair $ %.e, 11Z11 $ 2 �7 W 000. 00 Per lin.ft. 17. 1 Only Pneumatic Ejector Sewage Lift Station Complete, with Dual Compressors $ems, , ��u.r ' <�fr� • '�roo $ �b O $ 1(. C O Per Each V)TAL: $_ ?Q���7. �•n 4% SALES TAX: $ TOTAL AMOUNT OF B.M. $ 7 Z SCHEDULE OA' PRICES ALTERNATE ;-11) FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE FT APPROXIMATE UNIT ITEM QUANTITY DESCRIPTIO: PRICE TOTAL IA 421 lin.ft. Furnish and Place 12" Vit. Clay Sewer Pipe $ o'�in. ft. swords ?�guras 2A 18,800 lin.ft. Furn''sh and Place 8" V,;. Clay Sewer PiFe i�.s� ss F,,n4, <t y, $_ �Cva,oc" in. ft. 3A 5,400 lin.ft. Furnish ind Place 6" Vit. G-ay Side Sewer Pipe $ 3,50 $ 8 9c v p Per tin. ft. — 4A 1 Only 12" x 61' Vit. Clay Tee vi Place $ er oh ai/..-s_� N�u> $ /O- oO $ 5A 195 Qnly 8" x 6" Vit. Clay Tee in Place $ �/srs � -b $ sew s 9Tsoo Per Each 6A 35 Only 8" x 4" Vit. Clay Tee in Place $ aer ��/ifrs �Q $ 0 ear Each .—_ Total Alternate Items $_Z24 Total Items ? thrn 17 $ 7LI Total 4% Sales Tax $ yja;2 L Total Alternate Bid for Clay Pi'�e THE UNDERSIGNED BIDDER HEREBY AC-REFS TO START CONSTRUCTION WORK ON THIS PRO� �CT, IF AWARDED HIM, WITHIN TEN (10) DAYS M TU COMPLETE TIE WORK WITHIN ONE HUNDRED FIFTY (150) COA`3ECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT �f THIS �� DAY OF ��, 1g62, �� iuN LkG CONSjRUCflotj Co. TITLE: ,dot� fn rr ADDRESS: S Yee — Ajk TO Tag CM- @ RUTCE RENTCi, YASMXGTIOH OentionanI The undersigned berstp oertif that,,/ Posed work and ham,. read and tho bL-_ °J'Lminsa the site of the p� and ooataaot g„TW%iag the cork ethaaosd is t "" the plans, epeadfiaations whiah PVN=t will be Made for said work and��"�"t' Mad the totbod a>""'e*.e the work esbreoed in ' k7 impose_ to Mde:take Mad P- with the Mosey aailabie in���' or u an►ob 4hereof u oen be oaa•- a i oontreot and the foil r 0000f ratnos 'sue the said plans, epeoifloatioas owing sohsdule of rates and priors: (Jkldl ► Lit prioes for ail iteMs, all extensions, Mad total amount of bid should be shown, Show'flgiave. unit pMOes toth in writing Mod. in ) �jj9rn Pic �nns fi /.o Signature d Address — s ✓,. 4 s t Mates of Ambers of Partawahip, Mats of Presidamt of CorporatiotL of 8saa'eta3y of 002poratio� _..•" . OWPOrstion CrOLAL ed under the Lave of Path eMin office in �9tate of Yashingtna t� �..._I a r � I i SANITARY SEWER L. I. D. 248 SCHEDULE CF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 421 lin.ft. Furnish and Place 12" Concrete Sewer Pipe er lin.ft. words figures 2. 18,800 lin.ft. Fu.-nish and Place 8" Concrete Sewer Pipe e�n.ft. 3. 5,400 lin.ft. Furnish and Place 6" Concrete Side Sewer Pipe eP r iin.ft. 4. 1 Only 3.211 x 6" Concrete Tees in Place er Each 5. 195 Wy 8" x 6" Concrete Tees in Place $ Thr D. I/ ^ r} $ er ch 6. 35 Only 8" x 4" Concrete Tees in Place Per aP E ch 7. 29 Only Manholes, Type "A" Standard, Complete $ T und,r�:) 14 $ Soo $ FS 700. er ch 8. 45 Only Manholes, Type "H" Shallow, Complete $ T< 1/c/a./ $ 3u. $ 35oa or Each 9. 4 Only Manholes, Drop Standard COMT.) to er Eadh " 10. 12 Only Lamph�les, Standw-d, Complete $ Fer �wh , ' 'Fa � '—' APPROXIMATE ITNIT IIBM QUANPITY D--SCRIPTI')N PRICE TOTAL 11. 54o 'in. ft. Furnish and Place P" Cast Iron Sewer Pipe $ � .J ,//a./ $ /o $ 40 Per lin.ft. 12. 270 lin. ft. Furnish and Place 4" Cast Iron (Force Main) Pipe $ .�)0//2 // _ $ E. $ Per lin.ft. 13. 400 cu.yd. Gravel Bedding Per cu.yd. 14. 600 cu.yd. Select Ba,.cfill $ /-o"/ VV //0 e- $ Per cu.yd. — 15. 200 cu.yd. Rock Excavation Y. cu�- 16. 10,000 lin.ft. Street Repai: $ Two .0. awl $ 2 0.. w 1 U 000 Per ,ft• 1 Only Pneumatic Ejector Sewage Lift Station Complete, with Dual Compressors $ 7w_.,/v � !hn ✓dn iaJ //?iJ $ /,(_ oUU. "' $ Par Each TOTAL: $ / 4 7 4% SALES TAX: $ h 7 f 7 h TOTAL AMOUNT 'OF BID: $ 2 1 9 -4 0 23 Y SCHEDULL OF PRICES ALTERNATE BID FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONG,tETE PIPE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION MICE TOTAL lA L21 lin.ft. Furnish and Place 12" Vit Clay Sewer Pipe. er lin. ft, words igures 2A 18,800 lin.ft. Furnish and Place 8" Vit. Clay Sewer Pipe a / Per Iin. ft. iA 5,400 lin.ft. Furnish and Place 6" Vit. Cla Side Sewer Pipe $ -ee f 5�;/,00 c7o/,/ i/ $ Jam. 3> Per lin. ft. 4A 1 Only 12" x 6" Vit. Clay Tee in Place $ h � v, / $ 3 C ° $ 3 Per c 5A 195 Only 8" x 6" Vit. Clay Tee in Place Per Ei L bP 35 Only 8" x b" Vit. Clay Tee in Place $ Per Each Total Alternate Items $ Tot,' Items 7 thru 17 $ Total $ 6$ Sales Tax $ ka A S Total Alternate Bid for Clay Pipe $ 2 2 -3, y THE UNLERSIGNED BIDDER VEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN ONE HUNDRED FIFTY (150) CONSECUTIVE CALENDAR DA-YS AFTER STARTING CONSTRUCTION. DATE AT �� f//r ' ✓o r�i THIS DAY OF 7 p., / 1962. SIGNED.- i t ADDRESSt vNc� J ° 6La�1� - %swat//i . P'fP�OP'OSAL TO THE CITY (M RENTON RENTON, YASHUFaTIGN Oentlemeai T.io undersigned hertg oartif_; that tx. r examined the oito of the pro- posed work and tr read and thorow� uma stand, the plans, =ysoifioations and ocatia.ot governing the work embroed it this inprovemant, and the mo hod by vhiob payment will be mAe for said ark, and herety propose_ to undertake and oomplete the work embraood in this Isprovement, or as much thereof as oaz be oom- plated with the eooq available, in a000rdaaoe with the said plans, specification and owttaaot and the following sobedule of rates and priooss (ALUB thit prices for 8.11 items, all extenolons, and total amount of bid abculd be shown. show unit prioes both in writing and in figures.) Signature Address �60� - 36 " ,Qv ✓�. fF,9 T 7"L E Id MIX018 of'Nmdmm of Artaershlpu a Swim of President of 0orporatioA Mar of saorrt=7 of Oarporatioa dmpotation 4gamli" under the laws of With main affius in Obste of Yastdngton at I SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRIPtION 1' ICE TOTS 1. 421 lin.ft. Furnish and Place _ 1211 Concrate $ er lin. t. �worde . gures` Y — 2. 18,800 lin.ft. Furnish and Place 8" Concxet� Sewer r4a,Lar 7� e$r I n.ft. 3. 5,400 lin.ft. Furnish and Place 6" oncrete Sideefer Pipe. 7S v?a :2So ' Per 1 .ft. 4. 1 only 12" x b" Concrete Tees in Place « $ $ �u v /0 x�a-... $� Per Each 5. 195 Only 8" x 6" Concrete Tees $n Pam /� _ $ $ Per Each n� 6. 35 only 8" x 4" Concrete Tees in Place ) $ �� $ $ '2 o iJ Per Each 7. 29 Only Manholes, Type "A" Standard C(,4W late er ch 8. 45 Only Manholes, Type "B" S$hal.lo $ er P �`a ' vcc— / 9 4 Only Manholes, Drop Standard, Complete $ 44y, Per .ach 10. 12 On'y Lampt -.les, Standar3, J Camp1 a sea s+ $ .-eJ.°_' $ $ er h s APPROXIMATE IT I,EM QUANTITY DESCRIPTION P::1GE rcTAL 11. 540 lin. ft. Furnish and Place B" Cast Iron Sewer Pi � er lin.fFt (h 12. 270 lin, ft. Furnish and Place 4" C.st Iron (Force Maim Pipe Per lin.ft. 13. 400 cu.yd. Gravel Beddiig Per cu.yd. Ili. 600 cu.yd. Select Backfill q $ t11,�... �.211* $ J' er cP-- d. 15. 200 cu.3-d. Rock Excavation ' Per cu.yd: —y-- 16. 10,000 lin.ft. Street F:epair PPr liri.ft. 17, 1 Only Pneumatic Ejector Sewage Lift Station Complei,e, iith Dual Com resso < m$ � .�-,y,---ice $ yC�. $ Per Each TOTAL: $ �7, �77 4% SALES TAX: $ j C TOTAL AMOUNT OF BID: $ 6� Y 4` SCHEDULE OF PRICES ALTERNATE BID FOR r?TRNISHING VI.'RIFTED CLAY PIPE I'! LIEU 0'r APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICr: 1A 421 lin.ft. Furnish and Place {1.2" Pit. Clay Sewer Pi } i .757 { 3e Per Sin. ft. words (Figures) 2A 18,800 lin.ft. Furnish and :'lace 8° Tray Sewer Pipe k er in. ft. 3A 5,400 lin.ft. Furr. ;h and Place 6" Vit. Slay Side Sewe- Pi $1�14-A mF'A., .. .l Y-=f j Iv $ -.�. Jr $ _ eP�r lin.—i`t- - ..z — 4A 1 Only 12" x 6" Vit. Clay Tee in Pace k ut 1.v ,T W 7 Per Each &� 5A 195 Only 8" x 6" Vit. Clay Tee in Place eF r Kith —' —lo 6A 35 only 8" x 4" Vit. Clay Tee in Place G Y erg Ea h Total Alternate Items $ /'di// 71/6�o Total Ttems 7 ttau 17 Total $ } ` 4% Sales Tax Total Alternate Did for Clay Pipe $ THE UN, SIGNED BIDDER HEREBY AGREES TO START CCNSTRUCTION WORK ON THIS PH(:.TECT, IF AWARDED HIM, WITHIN TEN 40) DAYS AND TO COMPLETE THE WORK WITHIN 0_iE HUNDRED FIFTT (150) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT EH rTc_C T 1 iJ THIS /6 /- DAY OF /i1 2 /�- 1962. SIGNED:—.E.�z. TITLE: ADDRESS: 16 i^t /E. ..i. ,•) i i Y f � read and ��. t.hatlam "t -y L _ s=wlmd the site of r Pro- 'oo � jkts plawt ap"Irioatlwa Sad o0atmas the vark sahmes? in this iSprovsamt, Sal the aethod t7 vbiah Maaat asu be aade for acid work, snd bar tr to uadw take snd a0apir�e tba v* ash:aoed is this lap�'oRreaCt, ur aa�oof as oaa be aaa. plrtod with tb WOW awiLbas, is aao0rdaaae with the Said pl&"p apsaiflartisoa 0a wd otswat and the fbliwat aiohedttls of ratac Sad wiow, (bdt 3dt P40W far an wll a0eb+aaioWO and total mo0nt of iiWA dbmQd ll he bs atxw, lbov wait prioea both is vritlat and in 1�gal i a...f ��•� r..a T..��+ 400 Mal ....�.� addywa / ,S.. id 0 4 fff_ f i jRIMS of NEW" of ParwIRMAVi 1%0 of ?lraaldwre of vftvmattftl . ..�, 4aa of a, fArimuc%._�. (dOSpr+atlsa AhWaSd, mwr t" lava of ft'a cola *tam !a •IrEs of Maahlasdtoa at. 41 MON, 3ANITARY SEVU, J.. 1. D. 248 SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 1. 421 lin.ft. Furnish and Place 12" Concre wer Pipe $ • ma`s $ 9 00 $ 3. 18�00 Per n. t. wordeT jP`ri-1ires -- 2. 18,800 lin.ft. Furnish and Place 8" Con�c�r��e��te Sewer/// Pipe tl ` or lin.ft. 1 3. 5,400 lin.ft. Furnish and Place t 6" Concrete Side Se r P pe Per lin.ft. 4. 1 Only 12" x 6" Cone-its Tess In cs $ !!s ~ $ e c'o er Each $. 3.95 Only 8" x 6" Concrete Toes in Place - -or ftch i 6. 35 Only 8" x 4" Concrete Toes in Place 7. 29 Only Manholes, Type "A" Standard Ccapleto� /� ar o - 8. 45 only Manholes, Type "P" Shallow C lots` � 9. a On4 YAnholsa, Drop Standar t C0710to er � 20. 12 Only Lowpholes, lard, _ complete ll�� $ �eR nn L rer Saaff - -- t .1 1PPROXIMATE UNIT ITEM1 QUANTITY DESCRIPTION PRICE rOTAI, 11. 540 lin. ft. Furnieh and Place 8" Cast Iron Serer Pipe $der 1in,}t,1K c�1��•.� L..00 $ yJ"/e,00 - �T 12. 270 lin. ft. Furnish and Place 4" Cast Iron (Force Mail Pipe ., w • $ .,5./e $ J77.00 $ er n.rt. 13. 400 CL.yd, Gravel Bedding $ eA, ,e/%" $ .SOo $ 2. 0o4eo Per cu.yd. - 14• 600 cu.yd. Select Backfill — 15. 200 cu.yd. Rook ;r-avation $_ Fi{fta► �e�1.. . $ l.S.ao $ ,j.000 •e For cu.yd, 16. 10,000 lin.ft. Street Repair $ o �.�G.. $__ Z.00 $ 2e eo4no PerTw!r&ft, 17. 1 Only Pnw'Iaatic Ejector Savage Lift Station Completer with Dual Ccaapreeeore Pe • 2 Ch TOTALt $__ I7t Afi.Oa 4% Wm Tat $ s:_ 04� TOTAL AMOUNT of BIDt '-HEDULE OF PRICES ALTERNATE BID FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIKk7E UN T ITEK QUANTITY DESCRIPTION PRICE TOTAL 2A 421 lin.ft. Furnish and Place 2" Vit. Clay Saver Pipe ie.00 $ o d /ter• $ Y 42/� po For lin. Pt. cards igures/ fA 18,800 lin.ft. Furnish and Place 8" Vit. Clay Sever �Pipe $ . TS $ A Z00,oc f For t. / 3A 5,400 lin.ft. Furnish and Place 6" Vit. Slay Si a Sewer Pipe $ 4too $ 2 dwa, ja er lln. ft. i 4A 1 Only 12" x Vit. Clay Tee in PIA`'` 211t6e__.._ $ tat 7 0 $ iC. eo Far Each i 5A 195 Oely 8" x 61 Vit. Clay Tee 1n Place$ jr'.. "A. $ _ fyo� $• RT.F.OQ For Each L, 35 Only 8" x 4" Vit. Clay Teo in Place 1F $ re,� T-tal Alternate Items $ /ISQAf. oo— Total Items 7 thru 17 $ Total $�,,+.at'_Oo 4% Sales Tax $— 7 i.t 7 d e Total Alternate Bid for Clay Pipe $ lei; M11 a8 71M UNDERS-IGN® BIDM HEREBY AGREES TO START COMMUC?IOM WORI ON THIS VECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPMI THE "T W1j%Kn ONE RUNDxM FTnrTY (150) CONSECUTIVE CALENDAR DAYS AFTER STARTING 'ONSYRMTIOO. D►TE AT P.A., .wa+�_ THIS '• DAY OF 19f2. r . Tars& l?��� •� ____._ 8E C T , "'Y ReyToT. HMON, kASR--YG?ION Gentlesrns The undersigned hereby oertL°�_ that L_ by�r examined the site of the posed work and r f read and tho-roughly undore the and contract tangy— plant, epeoifimt m Governing the work embraced in W e i4worea,nt, and the method by which Payment will be made for sa11 work, and hereby propose-- to undertake and complete the work embraced in this iaTsovement, or as much thereof as can be com- pleted with the money available, a a000rdanoe with the said pi,ans, specifioatioas and oontract and the fo;2gwing schedula of rates and prioesr (&#d: Unit prices for all item, all artensions, and total auount of bid should be shown. Show emit prices botz in writing and iu figures.) SignatureU���.c� Names of Members of Partnership: Name of President of CorporatiorL. Naas of .3scretaryy of Corporation,._.. Corporation Crgaai.sed under the laws of With main c,!flos i State of Washington at_ tiAJJIZkRY SEWKIt i,. T. SCHEDUIE OF PRICES APPi(OX EMATE UNIT ITEM QUANTITY ^ESCRIPTION PRICE COTAh 1. L21 lin.ft. Furnish and Place 12" Concrete Sewer Pipe 7 c• 7C $ c Ice.). ti i-,- N ry, $ — Peer in.ft wonds CF+ rI igures 2. 18,800 lin.ft. Furnis', and Place 4" Concrete Sewer Pipe $ CIr// A'J -1- ;Mi F.05 $ Lys• .�J $ er hn.ft. Cs+ Ta 3. 5,40o lin.ft. Furnish and ltce 6" Corcrete Side Sewer Pipe $ rr44e * D.1 10.4 A . ru,sn r $ 3 — $ /7 .SSA Per lin.ft. F.J&Cinr$ 4. 1 Only 12" x 6" Concrete Tees in Place $ /CiU = Ao11AW, $ s J1 $ e�r Each 195 Only 8" x r" C-ncrete 'fees In Place �� 6 F ,,r- $ , Do41" S $� 97s Per Each 6. 35 Only 8" x 4" Concrete Tees in Place $ �,F ��1-- $ `` $ 1-7J- Per ace 7. 29 only Manholes, Type "A" Standard, Complete .� p $ 'r4W*C- L / IMF! $ $ D f or• �� Per cash -- 8. ,5 Only Manholes, Type ' A" Shal�-�l�ow, complete T Q4 a rrer EEaach — - 9. 4 Manholes, Drop )taudard, complete A or rh -� 10. 12 Only Lampholes, "tandard, C )lets L •c, x � I EUEh �c•11MaaY- Tc"w�'atrsga � � �rT 3'f- .•�• 12. 270 lin. ft. Farr.-sh and Place a" Cast Iron iForce Main) Pipe C -- 13. 400 cu.yd. Gravel Bedding a e $ SFuF4y Do ,i.ee 4 IL Per cu.yd, Y cco 1h. 60C cu.yd. Select Backfiil Per cu.yd. -- _ 20C cu.yd. Rock Excavation ie Per c:i.yd.1 16. 10,000 lin.ft. Street Repair $e-V& .fie//-" $ $ Per lir,.ft. -- 17. 1 Only Pneur:Atic Ejector Sewage Lift Station Complete, with Dual ' Compressors " nr c. $ 7p.✓ r+,�x .14 A $/O Ooo � $ /V one Per Each —" C TOTAL: $ w/7� `Q -- a� SALES TAX: TOTAL tMOC'6°T OF BID: $ 7 R °CML4,S OF PR"EZ. ALTERNATE PID FOR FURNISHIN'i ii:RIFT*: ^LAY PIP% TN i.I�, `F APPROXIMATE V.-IT ITEM QUA1,TiTY DESCIi'PIION Phi"IF TAl A 421 lin.ft. F.irnish and Flace 12" Vit. Clay Sever Pipe $ $ ear lin. it. words ii jxes 2A 15,800 lin.ft. Furnish and Place 3" Vit. Clay Sever Pipe �— w $ i 3A 5,400 lin.ft. Furnish and Pia_e r \� 6" Vit. Clay S_ e S P:pe 4A 1 Only 12" x 6" Vit. c ay Tee i:: Place $ $ $ rr Each — 5A 195 Wy e" x U" Vit. Clay Tee in Place $ $ S eF r arh v-- 6A 35 only 8" x hie 'rit. Clay Tee in Place $ $ $ Ter Eel^— — --- — -- Total Alternate Items Total items 7 thru 17 $ Total 4% Sales Tax $ Total. Alternate Bid for Clay Pipe $ THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON ',J'IS PROJECT. IF AWARD J HIM, WITHIN TEN (10) DAYS AND TO COMPLETE TIIE WORK WITHIN ONE HUNDRED Fly— (150) CONSECUTIVEE CALENDAR DAYS AFTER STARTING CONSTRUCTION. 1 DATE AT 4P1e jF THIS /; DAY OF �%'�r C �— 1962. '" �.��% 1■Ill��r w KING COUNTY ROAD E, VEER sos .WASNING 4 mury _ B 6AYTLC A, ABNOTL n6jq��1'2M —� hngineering Lrpt, City of Renton City Hall Renton, Washington r i eav6uv-n- H.LGw[r THCH..GN S I E V PJ 5 I N O M P S �on9u�fin vwwvm w,nunvwr wnnwLG [.nlu n -.•.�H,. •. 9 Ln9ineezl IN VFSTIGATIONS • REPORTS • DESIGN AND SUPFCVI.:ON OF CONSTRUCTION -Ncvn[cT PO RT IAN D, 00.ECON :EATTIE. KASHINGTON .AV E. GHAW L6{. w[•le[M wI,PTv[R HOG[ OUILDINC TOO 6[COND AV6NU6 66MTTLF <,WYHINGTON PHONO - MAIn a•6000 April 11, 1961 "ity of Renton city Hall Renton. Washington Attention: Mr. M. H. Schroeder Gentlemen: In :c .ipliance with your instruction* as confirmed in our letter of -larch 7, 1961, 3tevons & Tho.apson has accomplished preliminary engineering stunt• pertaining to the feasibility of expanding the malty aw, srree systau ;o serve areas west of Rainier Avenue. 'Prans- m:tted herewith for your information and review are three copies of our drawing entitled "Sanitary Sewage Study - Plan - Wset Area Sewers" dated 4/11/61. Also transmitted is a project me.norandum giving estimates of present and future population• anC estimates of construction cost for the facilities shown. Our work on this project includes the dev slopment of general topo- graphical information, flow measurements in existing sewers during dry periods• and also during periods of heavy precipitation, pprop- r!ate population studies and population forecasts. Field surveys were accomplished as required to determine feasible and scon mi- cal locations of main sewer lines, to determine draivag area bound- arise, and to generally confirm 'he accaracy of area topography. For purp, es of I.b study sub-areas Nos. 1, Z. and 3 were estab- lished as shown on urawing No. 130-6-61 previousll r:farred to. Areas 1 and 2 are situated principally within sAstiag r`v timits, and in both it iI es sewer gradients would slope do- Mara Rainier Avenuw. Sewage originating in area Z woulG !- lector A by gravity, whereas flows from area ( woulL STEVENS a THon.FSnA City of Renton -2- 4/11/61 to a .ift station located adjacent to the interaettion of Rainier Avenue and 126th Street, and then pumped to i point on the gravity line at the bottom of 128th Street. Area 3 contains approximately 325 acres, and is unsewered. With min,)r exceptions it is situated outside of the present city boundaries, and it would be served by collector 13, having the approximate align- ment shown on the drawings. Flow studies .nade by Stevens & Thompson indicate that existing sower Boss in the city system east of Rainier Avenue have adequate capacity to a,commodate initial flows from areas 1, 2, and 3, even after a con- servative allowance has been made for infiltration and storm water in- flow. More daailed studies, which *c. . ally are accomplished during final design, might indicate that supplemental capacity might be re- gnire.3 at uch time that full development of the service art takes plats,. S ed on preliminary information submitted herewith, it is onr opinion that the provision of a sanitary sewerage system serving the areae studied is feasible economically, and also to%sible from an eng;x,eering view point. During our studies attention has been given oriy to factors affecting operational and economic feasibility, and no consideration has been given to the present political status of the various sub-areas con- cerned. It appears, ho,,, •rer, tfat terrain characte.istics dictate that sewage or4ginating in area 3 can more feasibly be conducted to the Fenton system, and that incorporation of this section into the City ser- vice area by annexation or other appropriate means should be consid- ered. Yours very truly, STEVENS tx THOMPSON 13r f hal�•rlea :. rec:vk enc. ra1� 11a1r� STEV ENS 9 THOM:_pN PRELSMJ.NARY ENGIN6.d.RING STUDY W EST AREA SEW ERS Popula tion Study The -iltimate daasity of this area was est .biished at 12 people/ acxc. Tale figure was arrived at from past experience and studies made in other areas with similar characteristics. To verify this ult}- mate density. a house chant was rr.ade of a fully saturated portion of Skyway Park, using a 1956 aerial photograph. This count shows the existence of 96 houses within 23. 4 acres, or 37 houses per acre. L - formation obtained from the King i;ounty Planning .;*mmissioa estab- tiahes that the average persona per household ir. 1960 was 3. 5 people. rheretore, 3. 7 x 3. 5 a 12. 95 persons per acre. In our opinion por- tions of this area are unsuitable for building "tea, and it therefore eeems reasonable to u,.e the figure of I people/acre or 3. 43 houses per acre as a basis ror 'Ads study. An estimate of 5,*M saturation was assu.ned to arrive at the present population, which thereby becomes 6 people per acre, or 1. 72 houses/acre. PO PU,..A r it)N Area 1 A-ea = 39 acres U tix.._'to population 468 peoplt i SAN-1 LID 248 S-70 6X STEVENS R THOIIFSON 4 Ultimate connections - 1.33 Present population = 234 people Present connections - 67 Area Area = 100 acrea Ultimate population 1200 people 1 Ultimate connections = 343 Present p.spulatior. 600 people -'resent connections - 172 Area 3 Area = 325 acres Ulti mate population 3900 people Ultimate connections 1115 Present populatica = 1450 people ?_ . sent connections = 557 Preliminary Construction Cost Estimate Collector A i 13%0 L. F. 8" pipe with 5 manholes $8. 6J0 l Taz, engineering anti cortingenciea 2,800 rotai cost of colhrctor A $11,400 I l a i 3 STEVENS & vHOMPSON Collect.)r B 4420 F. 8" pipe and S00 L. F. 10" pipe with 13 s-nholen $32, 800 Tax, eiiliatering and contingencies 10, 900 Total cost of collector B $43, 700 i,ollector C 1900 L. F. 12" pipe with 7 .-nanholes $16. 200 Tax, engineering, and contingencies 5 300 Total cost of collector C Si1�iM Ejector Station 70 GPIM lift station with 950 L. F. 4" force main 511 , 800 Tax, engineering and contingencies 3, 9r0 Total Cozc $15, 700 TOTAL COST OF A, B & C $76, 500 EJECTOR STATION 13, '100 TOTAL PROJECT CAST $92, 300 /VEIL H. TKELKER AND ASSOCIATES Consulting Soils Engineers Member of Consulting Engineers Association of Washington Office Location: 400 Alaska Trade Building Seattle 1, Washington ilephone: MAin 4-3946 (Residence, Sunset 4-5735; Owner: Dr. Neil H. 7welner Associates : Walter D. Paterson Richard W. Long Byron 1. Larsen Donald W. Grant Foundations Investigation ` Dams Analysis Earthwork Consultction Airfields Review Landslide Correction Reports Engineerirg Geology Geophysics Partial List of riients State of Washington, Department of Fisheries Cops of Engineers, Seattle District 1. Paine AFB Apron 2. Atlas Missile Sites, Washington 3. Super Combat Center, Washington 4. Minuteman Missile Sites, Montano R. A. Spence - Canadian British Associates, Vancouver, B. C. Seattle First National Bank Gene-al Insurance Company of Americc Young, Richardson and Carleton, Architects-Engineers, Seattle Salinger and McDaniel, Architects-Engineers, Seattle Hill and Ingman, Consulting Engineers, Seattle Horace J. Whitacre and Associates, City of Tacoma Woo, Jackson and Edwards, Architects Snohmish County Engineer King County Engineer Dodd and Millegon, Consulting Engineers, Seatt:e Zellerbach Paper Company Norman G. Jacobsen and Associates, Consulting Engineers, Seattle ' Oregon State Highway Department Consultants Geology Dr. J. Hoover Mackin University of Washington Dynamic-. Instrumentation Dr. B. J. Hartz University of Washington Personal History Sfntement NElL H. TWELK£R BS (Civil Engineering) University of Washirgton 7942 AM (Soil Mechanics ) Harvard University 1954 PhD (Soil Mechanics, Geology Minor) Harvard University 195E Member American Society if Civil Engineers National Society of Professional Engineers Washington Society of Professional Engineers Geological Society of America Struc !ural Engineers Association of Washington United States Committee on Large Dams Tau Beta Pi Sigma Xi Registered Professional F.nginerr Woshing0n (Civil ) Oregon (Civil ) Alaska (Civil ) Experience Seventeen years total experience in the application of soil mechan- ics to engineering works, including Nine years with the Seattle District of the Corps of Engi- neers, w! th responsible charge of soils engineering on major and minor projects, including design and construction phases of Chief Joseph Domo nd Albeni Falls Dam, preliminary investigations of num- erous dam sites throughout the Pncific Northwest, airfields , Levees, breokwcters, and building foundations. Tw_�ears with Shornon and Wilson, Soil Mechanics and Foun- dation Engineers, Seattle, Washington, with responsible charge of dam site investigations for Wells Dam, Columbia River, Washington, Toll River Dam, Upper baker River Dam, slope stability investigation for open pit cooper mines in Utah and Nevada, and miscellaneous foundation ood landslide investigations. Three yeors of combined private prae tics, tecching, and grad- uate study, including work on the St. Lowrance Seaway, consultation on Waterton Lakes Dam, Alberta, Rance River Tidnl Pcwer Project, France, and on military airfields throughout New England. Three years in present practice. IL P Personal History Statement KALTER D. PATERSON BS (Geology) University of Washington 1949 Member Geological Society of America Society of Exploratior Geophysicists American Association of Petroleum Geologists Experience Eleven Years in the application of Geology and Geophys::cs to Civil Engineering and petrot, um exploration including: Two years as a Seismologist w0 h Geophysicol Service Inc. Six years as a Geologistand Senior Geologist with Sun Oil Company. One year as on Engineering rrd Groundwater Geologist Two years with the USAF Research ana Development Command re- sear.h interpretntion of Artic terrain for Engineering purposes. BYRON 1. L.A RSEN BS (Geology) University of Washington 19*8 Member Geological Society of America American Society of Civil Engineers American Institute of Mining Engineers Northwest Geotogicat Society Registered_Profussional Engineer Washington (Civil and Mining Zngineering) Oregon (Civil and Mining Enaineering) Experience Thirteen years total experience in Engineering Geology, Mining and Civil Engineering, includ, 4: Six months Army Engineers, Geologist Sia years Pierce County Engineers, Geologist, Foundation and Materials Engineer Four years Consulting practice not in conflict with employment Two years presert prnct �ce Personal History Statement RICHARD W. LONG 85 (Civil Engineering) University of Washington 195♦ MS (Civil Engineerinq) University of Washington 1958 Member American Society of Civil Engineers Sigma Xi National Society of Professional Egnineers Washington Society of Professional Engineers RegistereJ Professional Engineer Washington (Civil) Experience Two Zec_s Engineering Officer USAF Gnr ,'eur Res►arch Assistant, University of Washington Engineering £xperimert Station One year Shannon and Wilson Two vearg Combined teaching and cen.ulting DONALD W. GRANT BS (Geology) University :f Washington 1950 MS (Engineering) University of Washington 1961 Member American Society of Civil Engineers National Society of Professional Engineers Genlogicul Snciety of America Registered Professional Engineer Washington (Civil, Experience Ten oars experience in Engineering Geology, Civil Engineering, and P�seareh Enaineering including: One year Engineering Geology and Construction Engineering Bu- -eau of Reclamation Three years Civil Engineering, United States Army Engineers Six years Research Engineering, Boeing Airplane Company Y a Personal History Statement GfOROE E. LAMB BE (Civil Engineering) Yale 1954 MS (Transportation) University of Washington 1952 Member Associate of the Highway Research Board American Society of Civil Engineers _Registered Professional Engineer Washington (Civil) Oregon (Civil) ExLarienae Two years to Construction and E-_ "neArt.ng wj#.i-fefs P�y44 eerfng, California . Two >•e ars combined Research and reaching of Soil Mechanics. One year Chief Scils Engineer Oregon Department of Highways. tl 1 1 } Lu . � d 1 1 .rp diy i � 1 i � s d a..PF�s• �• �'- `tea. e i / 'r r r. t t . , Ae a. . QAN .: Ntws •Ify3 }'1 J•` �} ` T ® s -• .acid • Sao"- Ulm do 1 1 �p d✓y i � ' �J ( A t C 1 � ! f 1 t Lit .. �i _ •fit a� ri rA 1 i 1 / i i 1 V4Lnil! ►_- _ `0 ,. 1.... ... . - ... Kj 40 i J S R N O ce � I 1 I 1 1 r s 1 1 izi , INTER-OFFICE MEMO w Date April 6, 1962 TO XXNYYX: Jack Wilson, City Engineer Re . LID #248 FROM EU=- Gerard M. Shelian, City Attorney cc : Sanitation Committee r Message: Dear Jack: You handed us the other day a copy of the specifications and bid proposal in connection with LID #248. We would lil,e to make certain suggestions thnt you might wish to entertain. Referring to paragraph (h) of the general conditions, we probably should provide that the Contractor also l submits •idence that all taxes relative to the contract have beer, paid. Some provision should �tlao be mtained providing ffor roper insurance coverage including liability insurance with l imtts of not less than 10 . 00,g00 and 50,000 PD. Relati^e to the proposed contract, paragraph 5 thereof is to be corrected so that after the words "legal expenses"" add "incurred by reason of any work on the contract to be performed hereunder; and for, or on account. . .. Relative to paragraph 7 of proposed contract the liquidated damage amount should be inserted, posaibly $100 to $150 per day. The contractor should be advised of chis right in the beginning so as to bid accordiigly. paragraph 10 of the contract should be amended to dead "said bond to be in the full amount of the contract price as specified in paragraph 11. If you have any questions at all in this matter, please lee us know. (;Ks i r k LIABILITY USGSANCY The Contractor ebs _1 provica :nd maintain in full forge and effect during the contract period or any extension thereof policy or policies of public liability insurance providing for limits of not lase than 100/300,000 for all damages and/or bodily injuries to or death of any person or persoua, together with ragular property damage liability insurance providing for a limit of not long than $50.000.00 for all damages arising out of injury or destruction of property. Such policy or policies suall provide for at least 10 days uotica to the City of change, c.acellatiou or lapse of such policy. r`. FL-325 F� . 9-1-55 File 140: DJ.QTICE OF CO. T.}LT,',= OF PU9LI� ;IORAS COMTRI.CT To: Excise Tax Division Date: Audit Section Tax Commission Olympia, '-ashington _ Do clot Use From a w , ; i J Assigned to: Date Assigned: F.W.C. Dated: Late of Clain: Gentlemen: i:otice is hereby given relative to the completion of contract or project described F,;;low: Description of Contract - •` `•}}� .Vµ� � ' ° �z - Contractor's Name _ 4 C Oti S t=JLi+Op' %O tt Contractcr's Address 2_O c1 Z C"l-1 �VL �` �� • J rj i NGt l WALV4 , Date fork Commenced Date t'ork Completed hate Work Accepted: SST, 2G4 19C L Surety or Sending Company AdSJ2L" r. ff C/ e}s ! M1, ,t{L.C4, Igent's Address lZA i Q TN AVe S(q-rIL C' ,kJA S{4 'QGi0W Contract Amount ' to 1 COLOS , C.o r. Amount Disbursed: ;} 1'!I J I Q„ . �c} Additions ! �--? C9 • 7y Amount Retained 23j 141 . o Sales Tax 5-, 0) 3S , $ Total 1C4,'331 Total : i 5 4 3 I . Z'�- By — Disbursing Officer THREe; COPI:.S OF THIS NOTICE i::UST BE COKPIZTED BY THE DIS.3URSIc1G OFFICLP. AND iLkILED TO THE TAX COi'a.ISSION AT OMPIA, 1,TASHING" IIv iEDIATELY AFTER 4CCaTANCE OF THE WORK DONE UNDER ViIS COP, -,T. NO PAYIS:ITS SHALL BE HAD FRO.'! RETAINED FUND UPiTIL RrVaPT OF COiLISSIOAT'S CERTIFICATE, AND THEI4 ONLY IN ACCORDANCS' JITH SAID CERTIFICATE. t t i s f i'UBLIC '-CRKS CONTRACTS - :,T:,l FOR LXCISE TAXES -- MIAL PI..YIMNT RC4t 6C.28.040 (sec. 4 chap. 236, Laws of 1955) Tle amount of all taxes, in- creases and penalties due or to become due under Title 82, RCw from a contractor or his successors or assignees with respect to a public improvement contract where- in the contract price is five thousand dollars or more shall be a lien prior to all other liens upon the amount of the retained percentage withheld by the dis- bursing; officer under such contract, and the amount of a;l other taxes, innreases and penalties due and owing from the contractor shall be a lien upon the balance of such retained percentage remaining in the possession o:' the disbursing officer after all other statutory li--n claims have been paid. rccw 60.28. C50 (sec. 5 chap. 236, Laws of 1955) Upon final acceptance of a cont+ act, the state, county or other municipal officer charged with the duty of disbursing or au*hrrizing disbursement or payment of such contracts shall forth- vita notify the ?ax Commission of the completion of said contract. Such officer shall not make any payment from the retained percentage fund to any person, until he has received from the Tay Commission a certificate that a'a taxes, increases, and penalties due from the contractor , and all taxes due and to become due with respect to such contract hale been paid in full or that they are, in the comnissionxs opinion, readily collectible without .-ecourse to the state's lien on the retained percentage. R(7V 60.28.060 (sec. 6 chap. 136, :axs of 1955) If within thirty days after receipt of notice by the Tax Commission of the completion of the contract, the amount of all taxes, increases and penalties due from the contractor or any of his successors or assignees or to become due with respect to such contract have not been paid, the Tax Commission may certify to the disbursing officer the amount of all taxes, incraases and penalties due from the contractor, together with the amount of all taxes due and to become due with respect to the contract and may request payment thereof to the Tax Commission in accordance with the priority provided by this chapter. The disbursing officer shall within ten days after receipt of such certificate and request pay to the Tax Commission the amount of all taxes, increases and penalties certified to be due or to become due with respect to the particular contract, and, after payment of all claims which by statute are a lien upon the retained percentage withheld by the disbursing officer, shall pay to the Tax Commission the balance, if any, or so much thereof as shall be necessary to satisfy the claim of the Tax Commission for the balance of all taxes, increases or penalties shown to be due by the certificate of the Tax Commission. If the contractor owes no taxes imposed pursuant to Title 82, RC", the Tax Commission shall so certify to the disbursing officer. INTER-OFFICE MEMO Date May 2. 1962 From: Gerard K. lhallan. City Attorney Re : 1 run f248 To: aa1��e ti.Lun _Situ Clerk __ __ __ ens City ingineer Message: year Nellie: You have seat over to us the accumulated documents including a contract for LID 248. The following defects should he corre`t*d before the documents in vusstion are eaecutodt (1) .* Certificate of Ineuro*ce does not comply with Item 2 of the addendum; semely it should have a 10 day notice provision to the City. Preferably sepias of the policies should Le furnished. (2) the contract in baek mood* corrections ino odiag raragrapk 1 since tt Notrli for a 10 day completion date which is claarly wrong. para�rayk 2 aMrll ►ova Added to it item "S" Addendum So. 1 to Bidders, and 'W', kemd, the contract should have been filled out by indicating the commencement date of the work. We again srpest that all plans and apeeifieatiams, if tksrs ago Any addes4n, %K attached to tka*a doearets and signed and initialed by both parties. The bond shom:'S r7 z be completed and contain tha date of the contrast. we shall then be glad to a"Zova same. If you have any *that Questicaa, plane* let us knew. Go March 7, 1962 Meter, 3oberts 4 Shefelman, Attys. Northern Life Tower Seattle, Washington :attention: fir. James way RLi Local Improvement District 243 City of Fenton Dear Sir I, Jack h. Wilson, duly a-Vointed City Engineer for the City of Renton, Icing County, Washim7tcn, certify that the follow- ing is a true and correct statement of facts relative to Local Improvement District 2)46. r (1) The preliwinary estimate of the total cost of the Improvement is $182,973.72. (2) There are no outstanding Local improvement Assess- ments oAstanding aid unpaid against the property j in the boundaries of L.I.D. 246. ti (3) The aggregate actual valuation of the real estate including 25A of the actual value of the iaprove- mente last placed upon it for the purpose of general ,taxation, is in the total amount of $457#370.00. (1�} The property Athin the dist-ict boundaries &hall pay all costs and expenses for the improvement as cal- culated by the zone and termini method of assessment. OFRT'iFIED CORRECT 1sOk!! City engineer J"J1tg March 7, 1962 Water, ROberte a Shefelmrn, Attys. Northam Life Tower Seattla, Washington Attentions Mr. Janus clay Rts Local In;xreveaent Pistrict 2143 City of Renton Dear Sirs I, Jac.c E. Wilson, duly appointed Oita. Engineer for the City of Renton, Bins; ;ountyo Wash'ru;ton, certify that the follow- ing is a true sud correct statement of facts relative to Local .�mproveasnt Pistrict 248. (1) The prelbaiausry estimate of the total cost of the Isaprovement is 1°182,973.72. (2) There am no outstanding Local improvement nesess- :ents outstanding and unpaid against t-Le property in the 'acundaries of L.i.P. 248. (3) The aggregate actual valuation of the real estate including 25% of the actual value of the improve- r"mte last placed upon it for tha purpose of general tampion, is in the total amount of 457,370.00. (4) The property within the district bounsbxies *hull pay all *osts aad saq»nee* for the improvement as cal- culated by the zone and ter-i.ni method of armssmprt. ^F`TT!►Tos` CnRRKCT Jack R. i sr n city Engineer Jlbhtg �ai�l �*' s�Mv7s"MAR�Cki+ `11�Ier�+INw March 7, 1962 Water, Roberta Shefelaan, Attya. Northern Life Tower geattls, uashigl4a Attentions Ar. James 007 RMs Local Improvement District 243 City of Renton Daar Sirs 1, Jack 9. Wilson, duly appointed City Engineer for the City of Renton, ICinE County, Washington, certify that the rollov- Ing is a true and correct statement of facts relative to Local Lvprov&, nt "I-itriat 243. (1) the prelimAnary estimate of the total cost of the Improvement is $162,973.72. (2) Tnere are no outstanding Local Improvement Assess- Menta outetand'.ng and unpaid against the property In the boundaries of L.I.D. 248. (3) The ag„iregate actual valuation of the real estate inclining 25% of the actual value ,f the improve- rants lest placed upon it, for tt purpose of general taxation, is in UIS total amount of $457,374.00. (14) The croperty within the district boundaries shall paw all costs and esyenses for the Improvement ar cal- eulateA by the cone and termini method of acsee ment. C&RTIFIEr CORK ZT Y as • q Y City Eugineee PVI tg v INTER-OFFICE MEMO yy Date_ March J 1962 Frorri: Gerard M. Shellan, City Attorney Re: Local Improvement District #248 To:_ Mr. Jack Wilson, City Engineer Message Dear Sir: We are handing you copy of proposed Ordinance on the above L.I. D. District, , This has been prepared by Bond Counsel . You will notice that we have made ante addition on the second page relative to the Report of the health Officer, which report we assume is in your files. Pl.asa also find copy of Notice of Warrant and Bond Sale which should likewise be approved by the City Council at its next meeting. The opening date for bids can be set for the last meeting in March which would be March 26, The date of the Ordinance, after passage, should be inserted, The Notice should also be Published in the Daily Journal , Would you please provide Bond Counsel with the information and data requested in this letter of February 28. If you have any questions at all , please call the undersigned, ec: City Clerk Chairman, Law & Ordinance Committee L�4` � a .wr... •..,<+L....., WE. s:R.. RCSERTS & trNE:PE'.LMIAN •••••. : .e . rs _�, - BC.a iTIE LY<A•i FR f<C.TRN n• f a -;..i"k S s'.. rleshlr , ;1 S Ennioaed. At^e• • • . , S 'r a. . f an �ril�ttrkc rderla$ *hp jr-w..: ill area rea' itrtt CGa Ab?'tr ..lr?d In •�-.-„:......s. �.I�tt'!' M`�r124;S '`a.'^.., � ^-� .. .' y ,. >r i�r�.MY`n i[I x ,,:)c .. •rt l fin p r t'rpts frm� tnhf r, .i�iAs"t asni t!.d ;'.f. a_,: . �. �• h+�a .)ben r0 — •:IHi�. � 1 shalt: » . .�f' b,#�cat$an f �� ; :at l•. ; . . . ., , ' ch ercifla4 {� r':,m the ylnuter .l [lE' :JY •.I t Jthil/Wing ht x " itssctlut4 , n ,1` 5 A" t . t• I .Av. t of !ailing mot 1 .0 of 44 irirt t p . :a: 11 Jr !, r rwmrs. !r, 'ld�tit V"#Atc wi#hth i p r. f^r g s k Nilson his ±ayr i ecr i f '.he improramtnt• tR3#1Tl ti Y►8lN89?tlRr+t.s, Y,7`' my 1• ;S W1.4 to fortis. ny :nxt you will probably of the warrants :`f 14fit%i # )f Ant �h ,L: 1 Nt`, t` ) _ `� an originoa ,'t [ S»'sr° s :, •itw. i1% nia1a dstt should I ng*rr+•^ ;y >t:C' iir�,t t tw 4'• tile µ)::'ri i R]r71O! 1}UIR;'.'- r '.he Incl.;4++" '. • • if you i,a:^ R:`.>' .� +.i' " : . . n'arnirs}, t:[. r'QittlLtM/! )r the Ibt1 ae of eaw, ple+tse it ' A• r:t* ta?e t,t:'ann tae. itltl, i indaat per:,,[ AI :«gsr +". a' I April 23, 1962 Honorable Fr A11%ent, Mayor Members of t..e City Council RE: Bids on L.I.D. No. 248 F1est bill Sanitary Serer Gentlemen: The result of the bids ope-eed on April 16, 1962 for L.I.D. No. 21 is as follors: BIDDER BASIC BID ALTERNATE (1) E. & A. Constr. Co. $152,532.28 $1609 206.90 (2) Tri-State Constr. Co. $177,110.65 w (3) National Conat;. Co. $1799973.04 $136.104.88 (4) Thorourn +ogoso $21.5,680.60 $222,780.27 (5) Ar,rentieri Constr. Co. $223,363.16 $2270911.63 (6) Lundberg Constr. Co. $236,926.77 $25G,302.42 It is the recommendation of the Engineeiiz4• Depa.-tmant and the Sanitation Committee that the bid of S. & A. Construction Company In the amount of $152,532.28, be acceptdd and tha fw Ma:mr and City Clerk be authorised to sign the Wea^ent t the L. I.D. No. 24h. Very truly yours, aWK ilaon .— Citf Engine3r Apr11 23. 1962 Aonorable Frank Aliment, Mayor Members of the City Coutwil. RE,i Bide on L I,D. No. 248 West Hill Sanitary Sewer Gentlemen The result of the aids opened on April it, 1962 for L.I.D, No. 248 is as follows, BIDDM BASIC HIP ALUXUATF (1) E. & A. Constr. Co. 3152,532.2d $1600206.90 (2) Tri-Stata Constr. Co, 1'l?,ll9.F5 --- (3) National Constr. Co. $1799973.04 $196,104.88 (L) Thorburn < i.ogoso $215,8d0.60 $222,7dO.27 (5) ArreAieri. Cxwtr. Co. $223,3'+3.16 $227,9n.63 (6) Lundberg Constr. Co. -523609?o.77 w5o.302 t2 It is ; w :,-sow snA&tion -f the EyWinewring Dapartment and the Sanitation Cnmittee t:w,t the yid of E. & A. Comtroction Om in Us mount of $l52,532.28, be ^.ocr.ptsd an,i that the Ma,,,or and City Clark be autiborised to aiEn the arroement for L.I.n. No. T48. Very truly yrurr, aek wilwc City Engiaser T � 'Vf`L WEST 1ULL L.I.D. : airier Avenue: 12" Pipe from Tobin Avenue to Renton Avenue. d" Pipe from Renton Avenue to South 122nd Street. 91et wvenue Souta: 8' Pipe from Renton Avenue to 9pprox. 160' North of South 128th Street. 8" Pipe from South 1.2nd Street South Approx. 120' 8" Pipe from South 126th Street A;.prox.. 140' South. 90th Avenue South: 8" Pipe from South 132nd S?,reet to South 128th Street. 8" Pipe fror South 122nd Street South Approx. 120' 88th Place Southi 8" Pipe fror, 90th Avenue South to 87th Avenue :oath. 89th Avenue South: 8" Pipc from 38th Place South to Approx. 200' North of South 130th Street. 88th Avenue South= 8^ Pipe from approx. 160' North of outh 130th St.•eet to d8th Place South. 8" Pipe from South 122nd Street Synth Approx. 300, 87th Avenue South: 8" Pipe from South 131st Street Worth Approx. 110' 8" Pine from South 130th Street .North Approx. 110' V" Pipe from South 12;'tn Street South Approx. 90' 86tr. Avenue South: 8" Pipe from Approx. ?KO' North of South 13�nd Street to end of street. So. 132rd Street: 8" `ips from Renton Avenue to 90th Avenue South. Page 2 So. 131st Street: 8" Pipe from 87th Avenue South to 90tF. Avenue South. So. 130th Street: 8" Pipe from 37th Avenue South to 90th Avenue South. So. 129th Street: 8" Pipe from 87th Avenue South to 38th Avenue aouth. South 128th Street: 8" Pipe from 91st Avenue South, West Approx. 150' 8" Pipe from 390 Avenue South to 90th Avenue South. 8" Pipe from Approz.130' West 89th Avenue South to Apprau. 100' East of 87th Avenue South. So. 127th Street: 8" Pipe from 86th Avenue South Went, Ippro2. 130' So. 126th Street: ' Pipe from 88th Avenue South West Approx. 280' 3" Pipe from Approx. 120' Lant of 88th Place South to 91st Avenue South. So. 124th Street: 8" Pipe from 88tk. Place South to Easement then to Rainier Ave. So. 122nd Street: 3" Pipe fron Wth Avenue South to Rauiier Avenue, Renton A%anue: 3" Pipe from 91st Avenue South to Rainier Avenue. naseaeats. 8" Pipe between Lots 1 & 2, Block 5, +.atimers Lake Park Wition. 3" Pipe West along Lot 26, Block h, Latiwers Lake Park Addition, 8" Pipe from Lot 26, Block h, to So. 128th Street. 8" Pipe from So. 126th Street through Block 42, Latimer's Latke Washington Plat. Bcsemn.s: 8" Pipe from 91st Avenue South along Sout.. line of Lots 3 ani 10 of Block 21, Lotimers Lake Park Addition to Rainier Avenue. 8" Pipe from Rainier Avenue along Lots 20 and 1, Block 20, Latimers Lake Park Addition, West Approx. 260' s Page 3 Easements: 8" Pipe between Lots 26 & 27, and 4 11.in-Fdxards Addn.) through Lot 10. 8" Pipe between Lott 22, 23, 14p and 15 to 86th Avenue South. 8" Pipe between Lots 20 & 21 to back of lots. 8" Pipe between Lots 2 and 3 along EasAment to Tax Lot 186. 8" ilpe from Northeast corner of Lot 17 along Lots 17 and 18 and thru Tax I.ot 177. d!--T !;ILL L.I.D. rainier Avenue: _2" Pipe fror. cabin Avenue to Renton Avenu 6' Pipe frog . nton Avenue to Soutn 122nd eet. 91st Avenue South: 8" ripe from £sentci. Avenue to Approx. 160' North of South 128th Street. 8" Pipe from South 122nd Street South Approx. 120' 8" Pipe from South 126th Street Approx. 140' South. 90th Avenue South: 8" Pipe from South 132nd Street to South 128ta Street. 8" Pipe from South 3.22nd Street South Approx. 120' 88th Place Southr 8" Pipe from 90th Avenue South to 87th Avenue South. 89th Avw.ue South: R•" s'ips from 68th flace South to Approx. 20G' North of South 13"th Street. 88th Avenue Souths 8" Pipe from Approx. 1600 North of South 130th Street to 88th Place South. 8" Pipe from South 122nd Street South Approx. 300' a 87th Avenue South: 8" ripe from South 131bt Street. North Approx. 110' 8" Pipe from South 130th Street North Approx. 110' 8" Pipe flaw South 129th Street South Apprcr. 90' 86th Avenue South: 8" Pipe from Approx. 350' North of South 1.32nd Street to end of street. So. 132nd Streets 8" "ipe Prom Renton Avenue to 90th Avenua South. Page 2 So. 131st Street: 8" Pipe from 87th Avenue South to 90th .kvenue South. So. 130th Street: 8" Pipe from 87th Avenue South to 90th Avenue South. So. 129th Street: 8" Pipe Cron 87tn Avenue South to 88th .Avenue Soutl:. South 12Jth Street: 8" Pipe from 91st Avenue .»uth, west Approx. 150' 8" Pipe from 39th Avenue South to 90th Avenue South. 8" Pipe from Approx.l:jo' Nest 89th Avenue South to JLpprox, loot bast of 87th Avenue South. So. 127th Street: 8" Pipe from d8th Avenue :south West Approx. 130' $o. 126th Street: B" Pipe from 88th Avenue South West Approx. 2800 9" Pipe fror.. Approx. L20' Last of 88th Place South ti 91Dt Avenue South. So. 124th Street. 3" Pipe from 88th :-lace mouth to casement then to Aaiaier Ave. So. 122nd Street: 8" Fipe from 88th Avenue South to Rainier Avenue. Renton Avenue: 8" Pipe from 91st Avenue South to Rainier Avenue. gasaments: 8" Pipe between Lots 1, 4 -block 5, Ltimers Lase :ark Addlti- . j 8" Pipe West along Lot 26, 31ock 4, it Iatiners '.ake Park AdL.:ticr.. 8" Pipe from Lot 26, B1cck 4, to So. 128th Street. 8" Pipe from So. 126th Street thn /h Block 42, La,imcr's Lake Washington Plat. Fsasements: 8" Pipe from 91st Avenue South along South line of Lots 3 and 10 of Slack 21, Ltimers lake Park Addition to Rainier Avenue. 8" Pipe from Raini.er Avenue along Lots 20 =( 1, B1.>ck 20, Ltiamrs Lb lark Addition, West Approx. 260' E.asemente: 8" Pipe between Sots 26 & 27, and (WiWllin-Edwards Addu. } through Lot 10. 8" Pipe between Lots 22, 23, 14, and 15 to 86th Avenue South. 5" Pipe betwb n Lots 20 & 21 to back of lots. a" Pipe between Lots 2 and 3 along Easemat to Tss Lot 186. 8" Pi-e froT 11ortheast corner of Lot 11 along Lots 17 and 18 and thru Tax Lot 177. R OIZT HILL L.�.u. iainier Avenue& 12" Pipe from Tobin Avetmo to Renton Avenue. 6" Pipo from Renton Avenue to South 122nd Street. 91st Avenue South& 8" Pipe from Reauw, Avenue to Approx. 180' North of Swth 128U Street. 8" ripe from Mouth 122nd Street South Approx. 120' 8" Pipe from South 126th Street A..prox. 140' South. 90th Avenue South: 8" Pipe from South 132M Street Lo South 128th Street. 8" Pipe from South 122nd Street South Approx. 120' 88th Place Southc 8" t'ipe from 50tn Avenue South to 17th Avenue 6*yth. 89th Avenue South: P" Pipe fro,; ;6tt: '1Lce '>outh to Approx. 20u' :Oorth of south 130th Street. 88th Avenue South: 8" P.pe from Appiox. 160' North of South 130th Street to c8th Place South. 8" Pipe from South 122nd Street South Approx. 30u' 87th Avenue South& 8" &'ipe from South 131e+ Street North Approx. no, 8" Pipe from South 130th Street North Approx. 110' 8" Pipe from South 129th Street South Approx. 904 r 86tn Avenue South& 8" Pipe from Approx. 350' &forth of South 132nd Street to end of street. So. 132ra9 Street: 8" i'ipe from Renton Avenue to 1 90th Avenue South. a Page 2 so. 131st Street: 8" Pipe frs"+ 87th Avenue Sat,th to 90th Avenue South. c,o. 130th Street: 8" 11pe from Oth Avenue South to 90th Avenw -%+ith. 1?9th Street: 8" Fipe fz in 87th Avenue South to 88th elarmr South. South 128th SLreet= 8" Pipe frog 91st Avenue South, Nest Approx. 150' 8" Pipe from 89th Avenue South to 90th Avenue South. 8" Pipe from Approx.130' Nest ?"'th Avenun South to Approx. 100' Seat of 87th Avenue South. So. 127th Street: 8" Pipe from 88th Avenue South Peat Approx. 130' So. 12C,! Street: 8• Pipe from 88th Avanua aaitn Meat Approx. 280' 8" Pipe frog Appror. 120' last of 88th Floe South to !,Jet Avenue Souttk. So. 12hth Street+ 8" Pipe `rort Mth :dace jouth to Easement thee: W Rainier Ave. So. 122nd Street: 8" ripe from 88th Avenue South to Rainier Avenue. Renton Avrnuc 8" Pipe from 913t Avenue South to Rainier Avenue. F.asemaate: 8" Pipe between Iota 1 & 2, Block 5, Latimera Lace +'ark Addition. 81 Pipe Mast along Lot 26, Block 4. Latiners Lake , c Addition. 3" Pipe from Lot 26, Block L, to So. 128th Street. 8" Pipe from So. 128th Street th:wnth Block U, Latimer's rake Mashington Plat. kasemrnte: 8" Pipe from 9lt Avenue South along South line of Lots 3 and 10 of Block 21, Latimers Lake Park Aektition to Rainier Avenue. 8" Pipe from Rainier Avenue along '.ots 20 and 1, Block 20, Latimers Lab Park Addition, Meat Approx. 260' Page 3 &mmmkontsc 8" Pipe between Lota 26 i 27, and (Medlin-Edwards Addn.) through Lot 10.8" Pipe between Lots 22, 23, 149 and .5 to 86th Avenue South. d" Pipe between _Lots 20 & 21 to Dank of lots. ®" PipR between lots 2 and 3 along basement to rax iot 186. 8" Pipe from kortheast corner of Lot 17 along Lotn 17 and 18 and thru Tax Lot 177. 8 i WFT MU L.I.D. tiainier Avemte1 12" Pipe from Tobin Ave me to Penton. Avenue. 8" Pipe fro:l Ren:on Avenue to South 122nd Street 91st Avem:e south: 8" Pipe from Renton Avenue to a^prosimstely 110' North of Smith 128th Street. 9" Pipe from South 12?nd Street Sc th Arproacloatoly .. . � ..•. � ,moo ' __`. 1201 90t2 Avemta South: 9" Pipe from Smuts; 1.32nd Street to South 12Pth Street. Ra fipa flan" South 3.26th bumat to-ap-xmclmstely 1501 Worth of 3eath lF atreet. R" Pine from Isou+,`.. 127rtd Street South 1201 "lace South: R" Pipe from WM Avenge :oath to RTth Avenue South. Roth Avenge South: R" Pipa ftwr RRth Place South to &Premdnately 2m, North of Stith 130th Street. 88th A►atma Southt 8" Pipe from approximately 1601 Nmwth of South 130th Street to RJth PLaoe South. 8" Pipe from South 122nd Street South m prczi.mately 300' `7+41 Avenue c3atth: &k i`&pw-AVwW4J4mRh 132ad itrosL hatrt1g, 17 -two R" Pipe ftam South 131at Street North appraftrate)J IW " ' --% 9" Pipe balm 3eath 130th "'-vet _ North apprandmiely 1101 R" Pipe 9*m amm 129tu Street South apprOKINAOU 90t 86th Avenue Srnitnt 8" Pipe from apwaslamtaly 350' North of South 132nd Street to am; of street. South 13?nd 3treett no Pi fran appprr Y khan`. , South 131st Strnett 8" Pipe from 87th Ave>me South to filet Avmme 6pnSh• Lm South 130th Streett 8" Pipe from 87th Averse South to W th Avenue South. �' South 129th Street: 8" Pi;x from R7t: Arernte South to 98tb Aveme South. South 128th Street: 8" ripe from 91st Awmw South, Nest approodmatwly 1501 8" Pine from a Trmimately 13vs P%: >Q r R.o:-1 ny x ua S West 89th Avenue Saute to i a ya'.t+ AUr. S appi titely 1001 Last -f gm Averse South. Boa" 1"ash Stevan 8" Pipe from Oft Av=18 6auth �" �; 1��U c=�c: r.rr4hY.t/t:�'Lti.t, 1� west al+pS'atiDeslely Sibs Z.�+, b 'Tu `;)15S 40'e— 17 :oath 121'th Streets 8' Pipe fr" 88th °lace South to eaag"nt then to Rawer Avenge. Sa:th 1??nd Streets 8" P<pe from 88th Avenue 6m,th to Re_ititer Avenue. Renton Avpnuet Re F'ipe trCe 916, 1 • - th to RairiFr Avamre, F'aaementag R" ipe betmme ,n Lots 1 !: 2e 310ck 5e !etinar'a bake fork Addition. 8" Pipe Nest along Lot 26e Block ho 14ti_mer's La{oa Park Actc:ition. 8" Pipo pm" Lot 26, Block h, to South 1^8th Siavet. 8" Pipe f1 I South 128th Street bTF_ .' thr"gh SL ck h?, Latimer's Lake Nanhincten Plat. a1116.14mieda Ad:6t.) 8" Pit* bstmen Lot.a 26 s 27 a and t�srasgb Lot 10. M Pipe between Lots 22s 23s 11 , and 15 tc 86th Averue South, 8" Pipe ustsseen Lots 20 . 21 to back of lots. 8" Pips bettbv+en Lots 2 and 3 aloqq Gass"lent to Tarn Lot 186. g 'eudlt Lot 11t. ( n 17 7 • March 26, 1962 The Honorable Frank Aliment, Mayor Meeber•• of the City Council Gentlemen: Submitted herewith Is the "invitation for Bids" for the con- structir,n of the West Hill Sanitary Severs, Local improvement District No. 26e. Authorization to advertise is requested with the dac. of bid opening set for April 16, 1962. "ery truly yours , Jack Wilson City Engineer CITY OF RENTON RENTON. WASHINGTON OFFICE OF CITY ATTORNEY J_tnTiarV 4, lyb Mr. Jack Wilson Ci_y Engineer City of Rencoe City Hall Renton, Washington RE: Proposed L.I.D. for Maplewood and West Hill Dea: Sir: This is to confirm our telephone coaversatioa of today. We under- stand that you are readv to csnmence work on initiating by resolution Cho L.I.D. west of Rainier ;xvenu- and that the L.I.D.for Maplewood will also Commence very shortly. Although there is a petition on tile in the lazter case, you may prefer to iaitiate both L.I.D.s by means of :•esolution. We understand from you that these L.I.D.s will involve substantial sums of money and that bonds will undoubtedly be sold on d :)id basis. This b..ing; the case, it is recosmend,d that the City, as is customary in these cases, retain bond cou.tsel right trots the b.ginning, so that the whole procedure be approved by th.m anc as opinion issued at the time said bonds are sold. You iadicaced that the firm of Water, Robert.t 6 Shefelman be retained as bond counsel, invhlch case, th_v should be contacted a.,d a proper resolution passed for that purpose. We suggest than: this matter b, submitted to the City Council at the next meeting for proper action. ou�a very truly, I 71'IB�, Gerard M. Shellan City Attorm, GMS:nd �G'C..? A. �..• v A L`. A.•--� C7 E..� G-A.-�J � ..;, v ��� Fvi`L, February 19, 1962 r The Honorable Frank Aliment, Mayor Members of the City Council RE: Propose d Local Improvement District for Sanitary Sewers to Serve West Hill Area Gentleman: Submitted heretith is the report. on the Proposed Sanitary Sewer Local Improvement District for hearing this date. 7b-s estimated --ost of the improvement is 0182,97 .72 The valuation of the rzoperty within the proposed dis- trict plus 25A of the improvement 1s in the aggregate: total of $4571,370.00, and there are no outstanding assessments against the property. The City as of 5*00 p.m., this date has received seven (7) written protests in the aggregate amount of 47,086.;,3. Thle amouits to 3.87'k of the total prelindnaey esUmatb3. Very truly yours, Jack kllrton pity Engineer JYttg ObN E d A L C ITY I N F _ �iKAT I0M AAE4 OF CITYe 10.5 Square M11M KWAATIOM OP CrPY. 1.1.453 d"•SSLZET IALJATIOM OF PRaP&M IN Vir. C&.TY% i53.317. '36.00 TOTAL L.I.D. ASS 33mrATS jkliTANDIMOt .13J.760.00 D.UAKE IN CW46LAMTY FUN"t f220710.0J OkAJUL OlUaTION PEST. ;277.oYJo0 ',WAL SUM all ftTSt Rapau6 DIMS I.25l.�000.00 i G E N E R A L C I T Y I N F O R M A T I O N AREA OF CITY: 10.5 Square Feet POPULItTION OF GiTY: It�A53 AS3ESSE^. JALUATAON OF PROPERTY IN THE CITY: $53,317,986.00 _ JTAL L.I.P. ASSESSMENTS OUTSTANDING: $130,760.00 BALANCE IN GUARANTY FUND: $22s710.00 GENERAL OBLICLMON DEBT: $277000.00 TOTAL SEWEN AND WATER REVENUE DEBT: $1,284,OJ0•W r G E N E R A L C I T Y I N F O R M A T I O N AREA OF ;ITT: 10.5 Square beet POPULATION OF CITT: nv453 AaSMSED VALUAT0, OF FtiOPJ27Y IN THE CITY: $53:317db6.00 TOTAL L.I.D. ►SSE33MoSfTS OUT33TAN;1iN3: 4130,760.00 BALAMCE IN GUARANTY FUND: $220710.00 GENERAL OBLIGATION DEFT: $277tOCDG.0;. TOTAL SEWER AND WATER RwVEMUf; D`' s1�284,q000.00 9 R k L C I T Y I N F O R M A T I O N ARM OF CITYs 10.5 84rate Feet POPbUTION OF CiTYs 18,453 A,SESSEY' VALUATiOtG OF PROPERTY IN THE CITY% $53,3179936.00 TOTA3. L.I.C. Az;S@''WdVTS OUT3UNDINOs 5130,760.00 B►,LAACE iti GUAR4ANTY FUNLt v220710.00 GANIPAL OBLIGATION PRBTs W7,wo.00 TOT4L SLjW A AJ^ WATU RSVTXUk DEBT: $1,2d4.V00.00 o E N s R A i C I T Y I N F 0 R M A T 1 0 N ARM OF 01TTo 10.5 Square Feet PDPM::10N JF CITY% ly,453 AS>SWIM) VALUAT:0;; ')? PKOPERTY I , TRl. CITY: d53,317,936.00 TOTAL I .I.D. A33k89MAV gUTOTAMDiNOl 413U,760.O0 DALANCE lA JUAAAM FUNT: b22,'71O.Q) +3F,1(9tAL f)&, OATIOV PFWI 1277,0)O.0 TOTAL 39M AAD WATBR REMUL DBNTt y1,2 4,o i).iY) i l v 8 T S H A S3 C I 2 L I Y T 0 M A T I 0 N AREA QP CUM 10.5 iguae`Q Feet P^')PJL41')N JY CITY& "LWIM 7AWAT.014 IF FNOPk2TY I:; niib CITY: %53t3l7a9i6.00 tO U. L.I.C. ASSNWIMS Yt3lAMI7S1iC& i130s76C .00 341ANCE IN AAAAM MNU% $22�'T1J.00 4jARtAL 3&IJATION Mrs U779000.00 TOM 39WQ Ai:: AMA �[?:'F.Nj7A uWs 31,2AgO' O.40 4 a 3 & r_ 9RAL a I T r I170RMAr1 � � ARU OF CITY: 104' boew*e BOA E'0NLATIM OF CITY: 15*453 l59TSSo, FALBAliOii ®r F40MTT Is THK C;Trl t53.317�4�h.O TOru. L.I. .. ASS !VM WrM"DIW3: *137,7b0..00 SMANCY iY „C X 4M TMEs U20710.00 3 MUL 02LIOATI}ii rWr: 4277s*)0.O0 TOTAL SWAft W. 44TIR RVIMUL I.OT: $1921480JO00 t v "Mow March $. 1962 The Honorable :rank Aliment, Mayor Members of the City Council Gentlemens Authorisation it reouestec' *or the wvertiaer t of Warrant and Bond Sale to finance L,:_, 7, 748 West Hill S.iitary Severe. im-ch 26, 1462 is the suggested dare for hid sni 'oP n!'- s Very truly yours, wok �1ypn city 4winew 2' HE CITY OF REN `r0N King County, Washington I_1FORMATIONAL DATy FOR BOND SALES Pa0Y0SUX TYPE OF BONDS: Local improvement District NATURE OF IMPROVErENT: Sanitary Se~ LOCATION OF 1MPROV&EN'i: West Hill Area AREA OF IMPIMMENr DISTRICT: 97 Acres TYPICAL SIZE OF SUBDIVISION LOTS: 70' x IOOt ,:STuNA'rE OF ^,OS': OF IMPROVEMENT: $182,973.72 ACTUAL VALUNTION 0: ':HE REAL }STATE ZUDING 25% OF THE ACTUAL VALUE Oc THE DM1OVMWZ IN THE DLSTIIICT: U57,370.00 (A) LAND: $351,040.00 (B} 1MPPJV44ZNrS: 4.25,320.00 FSTI10.1LD ASSESajar1' INCLUDING 3IDE SEWER AGAINST TYPICAL LOT: $5( 2.23 OUTSTANDING L.I.D. 1 ASSESSMENTS IN DISTRICT: None in District GENERAL, OBLIGATION DEBTS "lane in District w ,8 T H E % 1 T Y O F R E N T O N King County, etash4ngton INFORMAIIONAL DATA FOR BONr SALE Phopo w TTPE OF BONDS: Local Improvement Distract NATURE OF IMPROVEMMT: Sanitary Serer LOCATION OF IMPROVEMENT: 'lest Hill Area AREA OF IM..PHOVLNFXT DISI:dCT: 97 Acres TYPICAL SIZE OF SUBDIVISIOA LOTS: 70, x 100, ESTIMATE OF COST OF IMPhMMENT: $182, 173.72 ACTUAL VALUATION IF THE REAL ESTATE aCLCDINC 25% OF THE ACTUAL VALUE OF THE. IMPq.OV24ENT IN THE DISTRICT: s457,370.W {A) L%XD: -*351,o4o.0D (Bi IMP;lOVEMhNTS: $425,320-Jo hSTIMATEi) ASS ENT INCLUrJNO SIDE SEWrK A3AINST TYPICAL LOT: 45c2.23 OUTSTASLING L.I.D. ASSESSxFNTS 1Ll DISTRICT: None in District GENERAL OBLIGATION DEBT: None In District R:1 , all. rw..J.-�.r...-... ..,, �.......... .._.r... T H I C I T Y O F t E N 1 o N ring County, N9shington INFORMATIONAL DATA Fon ilomr SALE Pt'jPOSALS 'rPB OF BOND;;: Local I■Prorowant District NA: RE OF IM?HOV&lWT: Unitary yew LOCAV')N OF V4NOVFMkWf; ,*at }fill Area AIM OF I MEMUT DISi.,UCT: 97 Acres TYPICAL aiEa rF SUBDIVISION LOIS: !O, z lour ESTIMATE 3F COST OF lMPi3VR%NTt 4182,973.72 ArTUAL VALU4TIOr )F Till .'.r,AL 39TATE IN' 'LUDINo 25% 01 tHk LCTUAL VALUE OF rHh IMPft MENT 1N THE DISTRIC's 457,370.00 (Bl IMPRovm4XTS: $425,32o.00 ti.STIKATEI' ASSE",NT SAiCLUI:LVO SIDS 'iWU A; AINST TTPICAL LOT: 4562•73 '?UT,YPANrINO L.I.D. AS F3WFWTS IN DISriICT% None Oistrict GBNAUL OBLI(ATIM BWs Anne in District l It 1 R E C I T T O P R A N T 0 N 6iag County, "Shin wn Ikir)aMATI')NAL DA A iN)A ;). SALh TIFF OF BONDS: Local impr4vwmaft tistrict MATURE OF 14MViD:tXT: ` Sanitary 'Kvmr LOCATIOW OF IMFADVW,bXT: wst Hill Aese AREA OF IMrit:'1V='tk:3lT "L), ilCT: 17 Acres TYPICAL 3IZi `F' SUBiLVI5 LO.S: 701 z louI .rIMATk ,,F omT JP iYllX WENT: 162,)73.72 A;rUAL VALUATION R IRS s%UL )WATT ,IXLVDLF ' 25% OF ME ACTUAL VALUE j�;57,3i0.00 V THh'' ISi.eWS9MIENT IN TIM DIBTRICTf (A) LAMD: i351,06u.O0 (B} IMP40vulim", 342$,320.00 BSTDUM A33kMW+.tlT IMLT.Ur iMU $5b2.2; SM SIM A3AlRST TMCAL LGTf OOTBTANT- MU L.W). ASSFWMTS IN wows is District 49LAL OBLI(ATION PERT: !lane in district i a k 1 T H i C I T r G F k 9 N T 0 r Un& Crusty, Nashisgtos INFOMTI-')MAL-'ANAL DATA Para 1)OTC SAf.B Pt)PO'IALS TTPIL OF SMLILSt Local J.spmwssst District aATuHt OF IM?%OVW4Wfa _ Sa:utary iever ! LOC�TAON _.z IK ROVEMIST: est Hill Area f WA JF IMPd)MU MT DISidICTs 97 Acres TrKCAL 31U OF SV8k ,VISIs4 L-ffSs r''7' x la), .SMATS 1,. COST ')F Oe`':Lk-4124DTt 4182,973.72 Amu V4LUA11Ow )F TAN AEAL C:IIATE IWL09M 2% OF ME AC UAL VALUE L57,370:A OF 'F IRPMOYLi71W IN TO. Mr ICT t (A) W 11f 051,040.00 (B) IMMOM137"31 34250320.00 WfXUTIX ASa> 3t4xA! _TMCLu`.I3A �502.23 S"t SWAFA AJAIEST TIFICAL I;Ra JUT'ZI TAMIUMO L.1.D. $ AffiLG'fFitIM IN T'.M tICTt Ao:� in District OMIT UL ML1MMA DMITs dome is District w.9.,�-..... .�.......e.�.y...-.'*1f'F".rgw-}..,.r;,•�.ms.,.,..-,m,s..m'e'...+-.-.:saw+r.,�..-.-.w�.-.,.v-wT•.z,., -_......., ,.. - rslg CIrT 0r AIN -., ON - - - - -- - - - - - - - - - u,t� coats. INFUAMATL " DATA Mt WAr SA;A ?: ,r>..tdaLS Trn 0P Mlrbt Loma 1"matnwsat. Gist-iut tIATUM F PtAtOVIMIXT. '.-+ tww +er r LOCAT119 0`0 IxP40YF .Wo awt Hill Aran A.M Or 1MMNSKICAT DISIAICTr 97 acres TTf'LCAL 31ZE OF SbViVIS1O.i LOTOt 7O t s log MINATE V OM IV :!lPI6SWEATt $1819973.72 ACTUAL V6A.CATION )1 Till AUI A.9TATIL 1 -MMO 190 25S OF THE AMIAL VALVI iL57r37O:r0 Or TRF IMP�7V'SMRXT IN VIL :rt (8) YHPd01r�iMeMTF+t 3•It25r3r0.00 h3TD"T&l A8:ii,&3mzsT INCLU. Ltiu i5as.23 RTflS 59WU kALBST TYPICAL LOT: t ivr.2TAIf!' ,:+� L.r.u• .,�. �� 9lstrlet A.4SFSS%k7PT5 IN DLRSUICTt ,�, a 31 RUL IM10►rION I•F.OYTt Aons in Listrict t _ tee : ITr f � C�y� M�ilwsMa LI1F AUT1144 DATA P®r ;017' sh B, P OPOSAW rypb 9! "D3s Local Lspr-I t CLat.rict 94TWE OF lmmtov oT's :unitary ..scar WCATL'M OF :'IP'iOMIXTt .sat Bill arw 4,,UA aP iNftWSNW r,15:. ICTs 97 Acrsa TYPICAL uu m sva: tYixim LOTS, x 10,,E %3rMTB IF OUT V D(PHNIMEXTs t1d2s�73.7:! ALLR" YAWAYI= V THLi OTAT MW W MO Ltd SW M A"JaL TAL Ur, OF TM DWMWDMT IN TM D13rALCls �us7s37u.J� (a) LANDo i3s1,a40.0o (A) IMPti7VMILMS 4425.3Z)*W tSTMTZ: AWk.5- —XT :M=f 1163 4 5t,2.23 MM SWAU &!AlXW TYPICAL Late SS'. 013 itona a,1 A trict A9S€B�btIITS In EiI31ltICT� GORUL. IBL.IOAYION NMI Sus In Idstriat r s INTER-OFIICE MEMO Date; April 14, 1961 FROM: City Attorney 's Office - Mr. Haugan RE: West Hill Sewers L.I.D. TO: City Engineer 's Office - Mr. Wilson At the City Council 's meeting April 11, as you know, it was voted to proceed with an L.I.D. for sanitary sewers on West Hill. We understand that same is to be done on the City Council 's motion; by the "Pesolution method" rather than upon petition; also that it is to be based upon necessity for putlic health reasons. In drawing the Resolution, it muRt recite the following matters: nature and territorial ex- tent of the improvement; legal description of the area to be included; description of the routes of trunk sewer, cub-sewer, branches of trunk, and laterals; statement of the proposed basis for assessments, whether to be "zone and termini" method or "special benefits" method. When a resolution has been presented and adopted, there- upon your 'face is required to mail notices at least fifteen (15) days before the date of ht i q fixed in the Resolution to each owner or reputed owner of properties, as shown on ro..s of the County Treasurer, to the address thereon shown, stating the nature of the improvement, estimated cost, and estimated benefits to the particular lot, tract or parcel. Aleo the Resolution must be published in two consecutive issues of the official newspaper, first publication to be at least fif:.een (15) days before the hearing date. The requirements are set forth in RCW 35.43.140; 150; 170 and 180. In order to disregard pretests in case these amount to 60%, it will be necessary to have findings by the Council it. its subsequent L.I.D. Ordinance that the improvement is necessary for the public health c I safety, and to have a report from the Lealth officer, after investigation of th, premises, that such is the fact. You have advised us that your office recuires additional time to prepare such matters before a resolution is adopted; hence we will delay preparation of any resolution until you advise us further. Very truly yours, Arthur L. Haugan Assistant City attorney c.c. : Ordin..n a Committee January 9, 1962 The Honorable Frank Aliment, il$yor Members of the City Council Gentlermn s It is tMa recomwndation of the Engineering Departmw.t that the City retain the firm of 'Peter, Koberts, and Shefelman as Band ! n - .,Bel for the two (2) pendire Sanitary Sewer L.I.C.'s Owaplesur _ and area west of airport). These rrojects will be of size that will squire the sale of bends, and ender these eireunstances, .t is vary dasLr- able to have Frond Counsel at the very beg, .ning of these projeeta in order to get favorable consideration fron bonding c-rpanlea. 'Very truly yours, Jack Wilson City Engineer i —.1 XJK .r 4L s--e eile, ev-Z -,r e- Ile eT1 ee I e 4.1 lot �c er le Je� - GI JL . ,e-0-C, oe .,t�. r A 1. 1. ��. �` A � ' I1�. 1 . • � Y 7 t ' �� , 1 � � 1 7 �. 1� �_ .� _ t SAN-1 LID 248 S-70 7x Mwarr '� rw R tee.\�-Ct� � ►�.�✓� -C'n " �'�.:� '� S1 S'CA o r- �c I 4o.Sto ��.2Z 'U 74 y0.(ob sit- ot> QZ. BZ tteo cc, 3+ 40AZ -44` q , op =a5, 88 42. 21, G g + 50 �' q'1 S'i •�} 30 3 .Z 1 OQ �1s ` AVE '�G> IOC OFFSC�"t' 4- SANE-<.Z -ETA 4-a�q '� +� _.-r� Co+ 43 C• 3 _ VSdo +q7vo `t� 1 .04 � � � 3 88 S1 . co9 G. IQ + 0 .0"1 -14 00 9 k (DO (10 S 'moo 'j i3� (� 9• � 3 � I . c3 S. � o -io 3S 'JI , Z4 51i3 9 roc) (o-1 . 52 �Z . �6 4. 74 S +So �9. 9 (a io3 32 G 64 (:3 . 50 -71 o b 1 1 Z7 '8 ZS' �b t�t. 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MWM ISIMEM d 1 .4-- �� I n�r�F�a�wn.ri�.�+.��r � ..a+JkH61RAM111 QrST 1�1�rr •? �j Y� � S 17 s 4' p�En �- -7 4 7 S- Ty 4 ,l 0�,12.J1�t fi 4 i i ,� � � .. -----�-:......- j--��-� -� _...- �, ,fi •'h +. , f 1 r . . - , • . . . : ..f •� .' `. g ' � n � � M� '. t _ i _ i i s m DELIVERY COPY _. INVOICE NM 10 3 41 DELIVERY COPY =2723ND & GRAVEL Avenue NorthINVOICE NO. 10 3 3 8 WASHINGTON nie 6-2255 X'.NTON SAND & GRAVEL 2723 4th Avenue North RENTON, WASHINGTON i BAldwin&2255 I:---- —DRIwx�.s.A�19-" DRR.«TD ," Illlll CU 6T. IW RETAIL Addmt. ___ 'Sc__ DEBCR it ION PRICE AMOUNT i DDRYB.Te -A- FIN — FINI SAND CUST. IWHOLE.) RETAIL P.O.NO. _ - IJCOARSE SAND - - DE6CR"""ON PRICE AMOUNT fNtAVR ' FINE SAND COARS!SAND3/8"GRAVR1/2"GRAVEL "GRAVEL7/8"GRAVR __ "MINUS CRUSHED ROCK _ __— 1 K"GRAVR I 1 K"MINUS CRUSHED ROCK S/8"_MINUS CRUSHED ROCK 2 4S"MINUS CRUSHED ROCK 1 lY'MINUS CRUSHED ROCK II — C ' RUN _ 2 R"MINUS CRUSHED ROCK - PIT RUN - -- -- -- - AMOUNT - TAX _—.— Ed~ 1_TQTAL I I _ AMOUNT THE RENTON SAND E GRAYFE SMALL NO B'"-SPONSIRFE ME DAMAGE ---- RESULTING FROM DELIV IIRY OF"I'RIF' _YONG THE MRS LLNL j . - TA% ALL DELIUGUEAD kCCOUNTI SIMiECT TO R%INTEREST lDod RY DdvRr TOTAL 7NE RENTON SAND t GRAVEL SHALL NOT BE RERES4yOND THE CURB FOR U NE. IL DELIVERY LIALL DELI, JEUTVACCOUNTS SUWECTETO B%INTEREST LINE. DELIVERY COPY INVOICE N0. 10342 RENTON SAND & GRAVEL 2723 4th Avenue North F&ITON, WASHINGTON BAldwin 6-22ss DRRrDr To__ Cus"I" RETAIL P.O.N�' Y�/�tirtm DES IPTICN PRICE A FINE SAND COARSE SAND 3/8"GRAVEL 1/2"GRAVEL 1 7/8"GRAVEL _ S/B"MINUS CRUSHED ROCK___ 1 SY'MINUS CRUSHED ROCK _ 2 Hi"MINUS CRUSHED ROCK PIT RUN — I AMOUNT Qiwr TOTAL , THE RSNTON SANG B GRAVEL SMALL NOT BE RESPONSIBLE FOR OAMAGE RESULTING FROM DELIVERY OF MATERIAL BEYOND THE CURB LINE. ALL DELINQUENT ACCOUNTS SUR110 TO B% INTEREST -_--`_-- DELIVERY COPY ] DELIVERY COPY II INVOICE NO. 'f 1. 0 3 2 J INVOICE NO. 10 318 f RENTON SAND & GRAVEL i RENTON SAND & GRAVEL 2723 4th Avenue North RENTON, WASHINGTON 2723 4th Avenue North I BAldwte 6-2255 RENTON, WASHINGTON BAWwiR 6-2255 r ,[ SOW To__. �_ SOW TO._.__.. r" +'r D°I.," C.i 19 Add..a AIdma Deliver TO CUST. IWHSLE.I RETAIL TIRH YW To__ _ i P.O.NO. _ CU ;WHBLl.I RETAIL I YVANTAT 'O6' DESCRIPTION PRICE AMOUNT NO. 4am 'm° DESCRIPTION PRICE AMOUNT ! ! PINE SAND FINE SAND COARSE SAND _ COARSE SAND ! 3/W GRAVEL 3/8"GRAVEL 1/2"GRAVEL 1/2"GRAVEL ! I _ 7/9"GRAVEL ...—_ 7/8"GRAVEL I ( i III"GRAVEL 1 4Y'GRAVEL I S/B"MINUS CRUSHID ROCK 3/8"MINUS CRUSHED RO'K I 1 W MINUS CRUSHED ROCK 1 16"MINUS CRUSHED ROCK I 2 SL"MINUS CRUSHED HOCK 2 W'MINUS CRUSHED ROCK _ MT RUN_ In MTRUN i AMOUNT _ Beat.by _ TAX— R".BY TAX , Give - TOTAL —THE RENTON SAND 6 GRAVEL SHALL NO',BE RESPONSIBLE FOR DAMAGE Driver TOTAL MEWING FROM OELIVERY OF MATERIA!BEYOND ME CURB UNL THE RENTON SAND A GRAVEL SHALL NOT BE RESPONSIBLE FOR DAAGE ALL DELINQUENT ACCOUNTS SUMKL TO B%INTEREST RESULTING FROM DELIVERY Of MATERIAL BEYOND 14E CUM UNL ALL DELINQUENT ACCOUNTS SUBJECT TO S%INTEREST DELIVER`.'COPY INVOICE NO. 10 3 3 0 ' RENTON SAND & GRAVEL 2723 4th Avenue North RENTON, WASHINGTON BAWwiO 6.2255 SOW To__�} / I Add DFIb°r CUBT. IWHSLI.I RCTAII F.O.NO. SuAAaLn mA. __ DESCRIPTION _ PRICE AMOUNT PINE SAND _ COARSE SAND 3/8"GRAVEL 1/2' GRAVEL 7/B"GRAVEL 1 V."GRAVE 5/8' MINUS CRUSHED ROCK 1%"MINUS CRUSHED ROCK 2%11 MINUS CRUSHED ROCK___ _ PIT RUN y __ AMOUNT t 19166I �— TII!RENTON YAND B RAVEL SHALL HOT BS RlSPONEIBW FOR OAMA�� MEULTING FROM DELIVERY OF MAY6RIAL BEYOND THE CURB LINS, ALL DIUAGUIMI ACCOUNTS SUIJkCT TO R%INTEREST F DELIVERYCOPY (� (,� INVO;CE NO. l O r 81 RENTON SAND & GRAVEL 2723 4th Avenue Norto RENTON, WASHINGTON EAldwln 62255 Addr.M COST WHSLE.I RETAIL P.O .NO. YOANr+TT • 7ESCRIPTION PRICE _\MOI'NIT I INE SAND COARSE SAND 3/8"WUVR _.. 1/2"GRAVE1. 7/E"ORAVEL j DELIVERY COPY (� p (( �� I K"GRAVU INVOICE NO.10 (_ O U 5/8"MINUS CRUSHED ROCK RENTON SAND & GRAVEL _ 1 K"MINUS CRUSHED ROCK 2723 4th Avenue North 2 K"MINUS CRUSHED ROCK RENTON, WASHINGTON --"— -- RAldwin 62253 ryy RUN D.T.— /._19._.—= Add..+. _ D.n.,To—. ---n I AMOUNT OUST. IWHSLE.I RETAIL P.O.NO Q..lii'1 cox Ftie, pEeCRI PTI ON PRICE AMOUNT Rod,M FINE SAND_ + THE RENTON SAND i GRAVEL SMALL NOT BE RESPONSIBLE FOR DAMAGE --- COARSE SAND I RESULSILL FROM DELIVERYT Of TS SUBJECT BEYOND THE CURB TINS. ALL DELINQUENT E ACCOUNTS SUBJECT TO ND INTEREST 3/2"GRAVEL 112"G;A•1E.L I —-- 7/1"GRAVEL --- t DELVVERY COPY rr�� 1 K"GRAVEL 4 INVOICE NO. y �„ I ' S/E"MINUS CRUSHED ROCK REN10N SAND & GRAVEL T�•K"MINUS CRUSHED ROCK 2723 4th Avenue North _ —_ i RENTON, WASHINGTON 1 SAW W I.62255 2 K"MINUS CRUSHED ROCK ` 1 I PIT RIN! Sob Ta._. � I AddI.F`____ I D.Rwr To -------_— i OUST. IW H6LE.I RETAIL P.O. $'wr __, DESCRIPTION PRICE AMOUNT AMOUNT _ —_ FINE SAND Rom.By TAX P -- - COARSE SAND DEIYM TOTA�Ia� RENTOM MND i GRAVEL EXAM NOT BE BEYOND N THE FOR DAMAGE DING FROM DELIVERY OF TSSU SUBJECT BEYOND THE CURB MNL I 3/R"GRAVEL ALL D4IMGUEN7 ACCOUNTS SVJU[CL 70 Bh INTEEEST 1/2_'GRAVEL_ A J 7/8"GRAVEL_ 1 K"GRAVEL 3/8"MINUS CRUSHED L MINUS CRU_SNLO KKK 2 K"M14US CRUSHED ROCK 7 PIT RUN I —T'- - IHF RENION SAMD i GRA VBL SNAIL NOT RE RESPONSIBLE Fog DAMAGE RESULTING FROM DEU l2 OF MATERIAL BEYOND THE CUR$LI4L AM DEIEMGUWi A( FUNTS SUBJECT TO B%&KTL T KENT RENTON 760 NORTH CENTRAL , P.O. BOX 509 [IL rick 4-1700 BA ldwia 6-1000 HAY �� l 52 � t�L PRE-KXED CONCRETE BUILDING MATERIAL NO. RMTON �' [K NT / I [T, ORD[11 �Nu YO NO _ -_ --- - �_ Cu _ i ❑�C 24087 -- -- ---- DEfIVER TO: SOLD TO � -r ADDRESS_ 42d1 CITY __ /sz-C_-C-"�71 — L OUAMTITY II _ D[[G d 1 P T I O N — -- PRIG[ [['T[N010N PREMIX - - CU. YDS. �'l SAND CU. YD GRAVE. CU. YDS. CRUSHED ROCK - BBLS. CEMENT SACKS ------- TRUCK N . JOB TIME IN _ OUT sIIB.TOTAL DRIVER- ? PLANT'TME OUT IN TAX '-----_ WATER ADDED ON 108 (LS. SIGNATURE TICB- CMr (kimlu-��.kG) C—�y��vw7 sI_lo Dkm — ��Cu► �+I�a' w 'K li 8 :E,=F 7l=�diooid'ao. made m tlm tlm this matMal wa MaCP aa, aa411�\011) } it INVOICE EFNT RENTON 760 NORTH CENTRAL , I P.O. BOX SOB UL rick2--1700 BAIdv>in 6-1000 NAY 15 C2 PRE-MEIM CONCRIM BU LDING MATERIAL RENTON E,,,. ❑ DA'M /1 CUiT. ORDER NO. TAXABLE YM ❑ No NV 4 61 DELIVER TO: --- SOLD TO ADDRESS — --A Q -, CITY iJ s[.A L. J WANTITY _— DESCRIPTION PRICE EXTENR/ON _ CU. YDS. PREMIX __ __ CONCRLTE -- — CU. YDS. -- SAND -- — _.-- cU. YD.c GRAVEL CU. Y. CRUSHED ROCK -------- SBLS. CEMENT SACKS --- TRUCK NO, JOB TIME IN_ _ OUT BUR.TOTAL — i DiiIVER �. PLANT TIME OUT TAX _.... WATER ADDED ON JOB GALS. SIGNATURE_ ___�;1',f� _� IU, t NOTICE: 0.r driven vr. e..cs even eBnrt b plm� i 1 Phan Oa- tlr�er dOaystlgn¢lee, but]Ihe T wuIDM�nppp�tespppYplRlf m d.—n: �pl tb.u.riIs maker W WM dVibA MIB � 6i CBOred O➢• YNYp eC..WRWe YOII> INVOi( - KENT 764D NORTH CENTRAL , RENTON UL rick 2.I7CD / D.O. BOX 509 Ri ldwin 6 1000 DEE•1® CowceerE -- BUMDDFG IUITEMU 4 4 RlNTp DATE curt.. ORD[q No.N ❑ NENT ❑ / ❑ ❑ I'" NO. TA _...._.- 71At1„t Tl/ NO 2 4 4 7 0 F DELIVER TO: j SOLD TO ADDRESS - CITT 16"UARTM -- D 9 r c R I P T 1 0 N -- PRICE KXTEMFON CU. YDS, PREMIX CON------------- CAETE CU. YDS. SAND G CU. YDS. CU. YDS. CRUSHED ROCK --" BBLS. CEMENT SACKS --_ TRUCK HO._ 9, ' - WE.,rol,�JOB TIME IN_ OUT e -- DRIVER.- tj /T LANT TIME OUT IN__--- TAX WATER ADDED ON JOB— gAIS. SIGNATURE - TOTAL ! N077 3 t=w dd� dnr, but tb C� a•`•r d4wt to Platy mabwidtwwhav Cur ---lower pp�� °°torte lurid. curb or popery Lve. �riiv.a br th leu make at Ih.tlme thu md.rtd wa nuco n:..«tux wnv s { tj i INVOICE KENT RENTON 760 NORTH CENTRAL , P.O. 90% W2 UL rick 2-1700 / RAW 6-1000 PkC YIIXED CONCRETE M,LIING MATERIAL DATE � CUHT ORDER NO. S —RHNTON KEIYT ' --_ TAEAELE YEWNO 2444 ( DELIVER TO: _.. of Ar SOLI? ADDRESS y r CITY WAIVTITY DESCRIPTION PRICE �ION — cu. YDS. _— PREMIX l.'7NCRL7£ CU. YDS. CU, YDS. GRAVEL — CU. YLS. CRUSHED. .. I - --- —CEMEAt1' , .�y SACKS --- TRUCK NO IOR TAPE IN OUT - t;ADRIVER _PLANT TINIE OUT IN WATER DID ON 306RIR SIGNATURE TOTAL tomw NO %w4�Ow in tm wpr �DEtt b Vkm whm� Our — yphpa�t�. ��j���H> AE Ivids mtrb w ffiY d�tlan� ml dlapd�as km.m�at tha time rot jJ wm,.c.-wum�otn i 1. INVOICE KENT RENTON 760 NORTH CENTRAL I , P.O. BOX SOB ITLriCk 2-17QQQQ BA ldvin 6-1D00 PRE-M11® CONCHETE BUII.DLVG MATERIAL 1 DATE T t CUIM ORDER NO. INVOIC[ NO. n[NTDN — REM ❑ I , -_—I TA[A[L[ YO No ❑ C 2 4391 . DELIVER TO: ') - --- OLD TO ADDRESS O'- CITY DUAWIT DE[CRIPTION Ml= or JON-- _ CU. YDS. PEKE S CU. YDS. SAND CU. YDS. Jr ✓ ) GRAVEL CU. YDS, CRUSHED ROCK —.--_ BBLS. - -- CEMENT SACKS -------.. I 41 _. JOB TIME IN OUT ,{ fiIJB.TOTAL TRUCK NO. --`--- -tom---- — DRIVI]i_-__ 14 _PLANT TIME OUT_-_w---'- T WATER ADDED ON JOB GALS SIGNATURE TOTAL T— NOTICE Our driven -tM �ok�NM .Ron to placti mm rtd whvA flu — -- - tom.r d..Igaate. bat th. ""v f aromas oo r=mibilih for dmppw _1 melee curb r yy Ilne for .hortoq. w H mt b. cUow.d IYF I.rx mad.w th.L R thL m cfl ro d.B�ared. un ix<. OxxMxD r011) t INVOICE KENT RENTON 760 NORTH CENTRAL , , P.O. BOY 509 UL rick 2-1700 BA Idwin 6-1000 (7wi t CONCRETE • _s EIIIIAMG MATERIAL ...... _..— OAT[ �TCYfT. ORD[R NO� IMVO [ NO. RENTON T L[ Yp NO ❑ C 243358 / DMJW-R TO: SOLD TOloj ADDRESS crry—_ _ QUANTITY D[{C R I PT I ON PRIG[ E11T[N[ION CU. YDS. P�RE14I CU. YDS. 7 SAND / CU. YDS. / W, ; GRAVEL CU. YDS. CRUSHED ROCK —_ BBLS CEMENT SACKS TRUCK NO. v/ JOB TIME IN__ --_ OUT RUB.TOTAL DRIVER ( /17 -_PLANT TIME OUT IN TAX _— — WATER ADDED ON JOB GALS. SIGNA JRE TOTAL NOTICE: Our dhv will make w y .&" to pla maw" whin Giro '— tP. lI000.m�,er dafanrrtea, but the Compmr} puma n000{plrapmYLlllfy Iw b..d'na.,bt,h+h �mie materrial waa dell�erad.e will mt be a0ow� wm uc..,.......a.n INVOICE BENT 760 NORTH CENTRAL, &am ULric► 2-1700 F.O. BOX 509 HAT I J Z 1 BA la r;o s-loos lu PRE-MUM CONCWM -- BU ILDING MATEBIAL •Cult. ORD[R NO. R[NTON tt[ I TAXARL[ YO No INVOICE NO. - - -- -!- --- - '}0 � _24479 "? -' / DELIVER TO: OLD TO-�� -� / */ - ADDRESS CITY - r - -L ..... r- QUANTITY D[l C R I P T I O N —'-- — PRICK XXT[NIJON - _- CU. YDS. c H 7caXeTe '.--- --. — - CU. YDS. - - SAND / CU. YDS. / GRAVEL i CU. YDS CRUSHED ROCK -- BBLS. CEMENP "— SACKS - of i TRUCK NC�,.- _JOB TIME IN --- OUT - - _ ...--------- --- 6UB.TOTAL DRIVER SUB. mAE OUT___[N__ - f WATER ADDED ON,LOB PLANT SiGNATURE 0 m -" —_- -- D NOTI ur Mvin O --- __ Iamv Ica m11 mDlao. maMbl share Cu► —_ -_-_— _ -- EMT RENTON 760 NORTIT CENIRAL P.O. BOI SOB UL rick 2-17M Ral al7millBP Idvvia 6-I000 PR.'.NRXED CONCRETE _ BUILDING MATERIAL DATH - GUOT.-ORDER NO. i _---- INVOIOH NO. M'RHNTON - K[ TA%A9L8 YES (NO C �L] /. �9 L — DELIVER 1'O: V SOLD TO___� ADDRESS_ CI^.R c WANTIT1r D H i C R I P T 1 ON pRICH �Z"Hm - -_ Cr'. YDS. PREMCONCRETE CU. YDS. SAND � CU. YDS. a�if I C1RAVEL _- CU. YDS. CRUSHED ROM - I BBLS. CEMENT SACKS TRUCK NO.i lC? TIME IN QUT SUB.TOTAL 5 DRIVER . /��+ _PLANT TIME OUT T -1 1 _ i J TAX WATER ADDED ONGALS SIGNATURE- ! TOT" -a- — NOTICE: Our drivl rfll tuake everT e0ort to place mate . rhea Cu I.er dee,aoRtee, but the Caaop®T anumwo,t. rwyee�6lBq br damopw Iwmad-i W—tthj—t se JA aaluial('4aimewoa vwted.e girt ml b albryd u� wco im.oaawa wm INVOICE ffi4T RENTON 160 NOH?H CENTRAL e , P.O, BOY SM UL rick 24700 BAldwv 6A000 PRE- CONCRETE BUILDING MATERIAL ~ DATE _T CUR. ORDER NO. INYOIce NO. RENT.N r I - ---_ -- TAXABLE Yin NO c 24502 — DELiVEN TO: SOLD TO �'l `t L_ --- ADDRESS— -----_-__ - — —d.G•p�l.L�p���/Lr� CITY _ --------f -P""-T'� L QUANTITY OEINCRIPTION PRICE E)(TENiION CU. YDS. PREMIX CONCRETE CU. YDS. SAND CU. YDS. GRAVEL -- -- CU. YDS. CRUSHED ROCK BBIZ. CEMENT SACKS -- th TRUCK NO. of It JOB r4m BOB.7OTAL DRIVER__ may(r—�1�' _PLANT TV TDdE OUTT_1AX TAX -- WATER ADDED ON 10H''/J I GALS. MGNATUR Tom NOTICE, Ow Our do n vW every wfbn toms dMpmlw, butt ttho C�pmT amo=tooarta aaey w)B ropoufWE 4 tT for d� 4u mad bat ti.e time tlW=. )kd. ff del�h Wt NbVM Eo- i1.YlO IYC..MrIYD a0{19 i NVOiCF RENT REN 760 NORTH CENTRAL / P.O. BOXOX s08 UL rick 2-1700 BA Idwin 6.1000 qy 17.si1 I i I PW MMM CONCEM _ 3UILDWG MAlI:Ht M R[NTON ❑ K[ �7— T.CV[ ORD[R NO. --INVOIC[ NO. TIC p�D ❑ (C 2 4 5 C�9 DELIVER TO: SOLD TO--- -- ADDRESS CITY , QUANTITY DESCRIPTION rRIR [XT[Nf10N—_ CU. YDS. CONCBLTB --------777���---- M. YDS. SAND CU_YDS.f!T �� (/AJ GRAVEL ----- CU. YDS.^— —_CAUSNCD ROCK — RBLS. CEMEr:T SACKS ---- i — — J __ TRUCK NO. 7 _ _JOB TINE IN OUY BVB.PfYtAL DRIVER__._ C PLANT TIME --- W — TAX WATER ADDEi, ON JOB -__GALS SIGNATURE _. TOTAL N - d Our ddYm wRl vlfvM b �'1 piaw sC ttlal whm Cus_. . tumor dwb ce j. but yy 7 c=es w rwpnWbaity for d=m. Iwtds ourb or pa .tfi 0w. br �ho,topo w10 m be v0owad uv- bw made a1 N Nmv hls malrfvl woe ddherod earn uc. . ouu.e oom a �. �i t t Y Y ,y' k� � � DELIVERY COPY 9 C (� INVOICE NO.1 0 2 5 S RENTON SAND & GRAVEL 2723 MIT Avenue North RENTON, W'ASHINGTON 1 BAldwlB 6.2255 Sold To `b' �_ptl s�•J 191�L i pBiivv Te - CUST. IWHSLE. -- RETAIL P.O.NO. TjuetiriTF DESCRIPTION PRICE AMOUNT FINE SAND COARSE SAND _ DELIVERY COPY 3_r GRAVEL INVOICE NO. J- 0258 yr GRAVEL RENTOIJ SAND & GRAVEL 7/9"GRAVEL L 2723 4th Avenue -----__ RENTON, WASHINGTONTON I _ __1 K"GRAVEL IIAld.ie 6.2255 - S/S"MINUS CRUSHED ROCK Sell Te - 1 W'MINUS CRUSHE')ROCK Add,«+ __— 2 IS"MINUS CRUSHED ROCK DeRwr To _ PI7 RUN CUST. IWHSLE-I RETAIL P.O.NO, PRICE AMOUNT 3uun e. DEFCRIPTION FINE SAND COARSE SAND I III! AMOUNT S/R"GRAVEL R«d.BT TAX -- — 1/r'GRAVEL Dd... TOTAL 7/R"GRAVEL ME RENTON ULTtN SAND E DRAVEL SMALL NOT RE BEYOND HE DAMAGE INL - -' — RESULTING cLIN DEIIVFRY Of MATERIAL BEYOND THE CURT IINL ALL DELINQUENT ACCOUNTS SUBJECT TO 8%o INTEREST I15"GRAVEL S/S"MINUS CRUSHED ROCK _ J 1 W MINUS CRUSHED ROCK 2 16"MINUS CRUSHED ROCK ! i DELIVERi COPY j PIT RL?l - - INVOICE NM 10 2 6 0 RENTON SAND & GRAVEL 2723 4th Avenue North RENTON, WASHINGTON --- -- BAW.Im T-2255 AMOUNT Reed.BY____ -- _TA I Sou To- �.'19:-_.:.. Drly« TOTAL I AddrRN__. THE RENTON H FO SAND T GRAVEL SHA NOT TE RESPONSIBLE R DAMAGE f RESULTING FROM DEIIVFRY Of MATERIAL BEYOND ME CURB LINE. I DIRvRF T� ALL DELINQUENT ACCOUNTS SUB:ECT TO B% INTEREST CUST. IWHSLE.I RETAIL P.O.NO. QUeSLTY VIb. DESCRIPTION PRICE AMOUNT FIN.SAND 1 _ COARSE SAND 3/8"GRAVEL -- --- 1/2"GRAVEL 7jr GRAVEL 1 IL"GRAVEL S/S•'MINUS CRUSHED ROC\ I W- INUS CRUS_HCD ROCK__ 2 W MINUS CRUSHED ROCK 1' MT PUN 1 AMOUNT TAX .7e{wI l TOTAL TO RENTON SAND A PPAVEL SMALL NOT TL RESPONSIBLE FOR DAMAGR RESULTING FROM DELIVERY OF MATERIAL VEYOND ME CUP%LINE ALL DWNQUENT ACCONNTS SYUACT'',0 BYv INTEREST DELIVERY COPY INVOKE NO. `f Q V 4 RENTJN SAND & GRAVEL, In. .'.72 t 4th Avenue North RENION, WASHINGTON Aldwin 82255 / Sold To Dme Adelmn ______.___. Deliver To _ OUST. L ` P.O. No, IWH6I.E.I RETAI�L..I11I .. yy DELIVERY COPY Ru vnrr vm _ .!CRIPTION PRIG AMOUNT [ SANn V11' OR 1: INVOICE NO. 4 O o '1 E]Ej•h" G. 4EL RENTON SAND & GRAVEL, Inc. Ivy' r• nvEL 2723 41h Avenue North RENTON, WASHINGTON _ 3Y' US CRUSHED kOCK BAldwin 6-T255 1V2 '.NUS CRUSHED ROCK Sold To Date 21h" MINUS CRUSHED ROCK Addr.,. PIT RUN — D.IIV.r To OUST. WHILE RETAIL P.O. No. OU•xn r:voE. DESCRIPTION PRICE AMOUNT SAND GRAVEI �__ _ AMOUNT TA" GRAVEL --- I — RRvd. By TAX 11/2" GRAVEL — -- —" Drie.v TOTAL 4B" MINUS CRUSHED ROCK TH: RENTON SAND t GRAVEL SHAH NOT BE RESPONSIBLE CURB DAMAGE -- RESYli1N0 FROM OIL VERY OF MATERIAL BEYOND iNF CURB LINE. 111h" M:NUS CRUSHED ROCK 21h" MINUS CRUSHED ROCK ' .-'---- _- ---_. ...w.•._.... �.r.-..nr�.�+renRYER._. PIT RUN DELIVERY COP' -- INVOICE NO. 4 8 U t RENTON SAND & GRAVEL, Inc. 2723 4th Avenue North AMOUNT 1 RENTON, WASHINGTON BAldwin 45-1255 R.Rd.By TAX Drive TOTAL Sold To _hate THE REMTON SAND B GRAVEL SNAG NOT BE RSPONSIBLE FOR DAMAGE Address R FSULTING FROM DELIVERY Of MATERIAL BEYOND THE CURB IINE. ------ --- Deliver To CUST No. iWHSLE I I RETAIL .uxxi rtv YBE. DE6CRIPTION --�PRICE AMOUNT SAND I the GRAVEL 11" GRAVEL IVR" GRAVEL W, MINUS CRUSHED ROCK' 1VR" MINUS CRUSHED ROCK 111h" MINUS CRUSHED ROCK — _—PIT RUN I AMOUNT R.d 8y _._� TAX Drfwt- I. � i ,.��1 Vr. .4k TOTAL I", RENTON SAND R GRAVEL EMAIL NOT BE RESFO;I111A FOR DAMAGE 11SULIPMO ROM DELIVERY OF MATERIAL BEYOND THE CURB LIME. a y w : • SUh�. 516 PELT. Alpine 54350 GRAVEL Yds. SAND Yds PIT RUN Yds. . 7.A DELIVERY COPY DELIVERY COPY INVOICE No.1 0 4 5 2 INVOICE NM10451 RENTON SAND & GRAVEL � 2723 4th Avenue North RENTON SAND & GRAVEL RENTON WASHINGTON 2723 4th Avenue North I SAEdWi.6-2235 RENTON, WASHINGTON BAid,"in 6-2253 , Soid To__ ' j Sold To. nRFw_—..__.,19 Add� DeR.F �— I T o OUST, T PONO. e, IW i RETAIL. CUST. WH9LC. DEBC P N --PRICE AMOUNT P.o No. RRAIL FINE SAND pv2Binx me. __ DESCRIPTION _ YRICE AMOVN --- ---- FINE SAND COARSE SAND COARSE SAND —_ __ 3/8"GRAVEL _ 3/8"GRAVE 1/2"GRAVE 1/2"GRAVE 7/8"GRAVE fj 7/8"GRAVE _ _ I W GRAVEL —_ 11S"GRAVE —_ 5/8"MINUS CRUSHED ROCK ` T'8_'MINUS CRUSHED_ROCK 1%"MINUS CRUSHED ROCK 1%"MINUS CRUSHED ROCK i ! 2%"MINUS CRUSHED ROCK 2%"MINUS CRUSHED ROCK f PIT RUN PIT RUN R.ad.By TAX AMOUNT _ —' ---- R«d.y TA pd .r _ TOTA -- '"-- ---- _ 7NE RENTON RESULTING SFR O 6 GRAVEL SHALL NOT BL BRYORepo,BIBIS U R D LINE. RESUTALL FROM DELIVERYTACC Of ACCOUNTS TE'RIAL BEYOND THE CURB IINL TOTAL ALL DELINQUENT AGCOUN/S SUBJECT 70 6%INTEREST THE RENTON SAND S GRAVEL SHALL NOT BE RESPONSIBLE FOL DAMAOB RFFDITINO FROM DELIVERY OF MATERIAL BEYOND THE CURB UNL ALL DELINIHNNi ACCOUNTS SUBJECT TO S%INTEREST — ' DELIVERY COPY INVOICE N0.y(('��V 4 2 3 RENTON SAND 8E GRAVEL �t 2713 4th Pvenae North ! VYJ'FR \�Jr'' I RENTON, WASIIINOTON I RAlirri.63755 Sa[1 To_-C-_� t I DriFRr Tom_ --� OUST. ---� \4H RETAIL P.O,NO. 4uu+il DES C PTIO PRICE AMOUNT F..IE SAND COARSE SAND 3/S"GRAVEL 1/2"GRAYEL _ _ 7/8"GRAVEL _ 1 I WGRAVFL S/R"MINUS CRUSHED ROCK 1%"MINUS CRUSHED ROCK_ _ 2%"MINUS CRUSHED ROCK �. PIT RUN i fll.IAWr THE RE 4TOX SAND A GRAVEL SMALL NOT AE RESPONSIRLE FOR DAMAOR RESULTING FROM DFUVERY OF MATERIAL AEYONU THE CURB LINA. ALL DELINQUENT ACCOUNTS SUBIECT TO R% INTEREST DELIVERY COPY '1 ('' ` INVOICE No. 1 0 4 2 2 =RENTON SAND & GRAVEL 41h Avenue NorthN, WASHINGTON RAldwi.E.2255 Seld To d Add -- Delir.F IF I C RETAIL —f UST. S. _ PRICE AMOUNT 4uui�iS3f DES PT N FINE SAND COARSE SAND -- 3/ "ORAVEL —^'- I/2"GRAYEL,�— - 7/R"GRAVEL_.,_— ---- 1 %"GRAVEL S/R"MINUS CRUSHED ROCK 1 W'MINUS -jaHED MINUS CRUSNED ROCK /fl PIT RUN _ --- i i D Ir RENTON SAND E ORAVEI SMALL NOIRE BEYOND I" D ML[UlALL FROM DE T ARY OF MATERIAL T T BEYOND 1IN C1R�tlMt ALL DELINQUENT AGCOYNTa aUeIECT t0 6'n INT[-_at DELIVERY COPY wvo10E No. 10 3 8 2 RENTON SAND 8, GRAVEL 2723 4th Avenue North RENTON, WASHINGTON _ BAldwl a 6-MS Sold To L—.— Addnr ___ ----. V. P.O.N T -^R7 COST. I I RETAIL P.G.NO. puANrliY DESC PTIOH �_ Pfl ICf AMO PIT I FINE SAND _ COARSE SAND J/B"GRAVEL 1l2"ORAVEL 1 K"GRAVEL — S/B-! 'II'S CRUSHED HOCK _ 1 W MINW CRUSHED ROCK . 2%-MINUS CRUSHED ROCK PIT RUN `— -- i ---- AMOUNT — 1 R"-By D fwr i THE RENTON SAND L ORAVEt SHALL-NOT RFSM Lt FOR�AMAOE RUULTING FROM DELIVERY OF MATE"IAL BEYOND THE CUR+LINE. ALL DELINQUENT ACCOUNTS SUNECT TO B90 INTEREST DELIVERY C(UPY 1NIFOICE-*a 10 3 74 � RENTON SAND F. GRAVEL 2773 4th Avenue North ; RENTON, WASHIN3TON DAld. i.B2233 Sold Ta—.— Do. w CURT. WHSLE.I s R['1"AIL P.D.NO. S _ DESCRIPTION PRICK AMOUNT PINE SAND COARSE SAND J/S"GR.AVN i 1/2"OMVH ._. _ 7/8"GRAVEL 1 %o CRAWL BA"MINUS CRUSHED ROCK.___ I W MINUS CRUSHED ROCK 2 WMINUS CRUSHED ROCK PIT RUN _ _ I Ell EAXTA;. _ f DAM THE RENTON SAND B GRAVEL SMALL NOT BE RESPONSIBLE POR bAMA44 RWLTINO FROM DFUVIFRY Of MARAIAL BEYOND THE CURB LINK ALL DILINOUIKI ACCOUNTS SUBJECT LO S%INTUM N Z., N cUVERY COPY DELIVERY COPY "° 1 0(t1 3 1 INVOICE NO. 10 4 3 0 INVOICE ---�-I RENTON SAND & GRAVEL REtJTON SAND & GRAVEL I 2723 4th Avenue North 2723 4th Avenue North RENTON, WASHINGTON RENTON, WASHINGTON gpWwin bRR53 BAldwin 6.2255 Seal To_ —f= n�R ---f—Ifr�� I� gold I.— Add -- Add (, Don~To. — Dmh. T IWHBLP.I RETAIL GUST. -- IW HBLE RETAIL C .I p UB. J--- — ----- p.0.NO. I P.O.NO. PRIDE AMOUNT Wy,Ti e. DEBCRIPTIDN ��NTFTTT n. DESCRIPTION PRICE AMOUNT 1.NE SAND I _— FINE SAND — — COARSE SAND y __ COARSE 3AND ------ 3/8"GRAVEL GRAVEL EL I/r,GRAV _-- 7/r'GRAVEL 7/B"GRAN¢ _ I 1 W'GRAV¢ --- _ i_T4„GRAN¢ L_ I I S/r_MINUS C9USHEn ROCK 5/8"MINUS CRUSHED ROCK _ I ---- I W' INUS CRUSHED TS"MINUS CRUSHED ROCK M ROCK — 2 IS"MINUS CRUSHED ROCK I 2.W MINUS CRUSHED ROCK PIT RUN j PR R UN I I ___— —,-----_—__ AMOUNT •�,� I AMOUNT _ — Ra�N. TAX T COTAI _, criw� THE RFNiON SAND f GRAVEL RNall NCT BE RESM "FOR DAMAUS iM p(SULTOIN6 FROMEDELAVERY OF'A myo URO INLOR RFSUITINO FROM DEU VERY Oi MATERIAL BTYF 'URE LIME. ALL D[UNOVENi ACCOUNTS SUU[CT f0 B°h INiERR4T ALL DELINOUENT ACCOUNTS SUBJEC` 'ST I ------ DEtfVERY CCPY DELIVERY COPY INVOICE MM 10 4 2 8 INVOICENG,10427 RENTON SAND IS, GRAVEL 2723 4th Avenue Nor+ RENTONSAND & GRAVEL RENTON, WASHINGTON 272323 4tn Avenue North eAldwi.6.2255 i RENTON, WASHINGTON '— BAldwln&2253 Sold To— _—__— Detefl _19�r Sold To Addn Delhw To._ -+ I CUST. WX C. RETAIL P.O.NO. CUST. ---� pu.uTrlrr Toe. pg ICI I _ PRIC[ AMOUNT i IWH B.I RETAIL I 1 YG,wTiiY DESCRI ION FINE SAND -- PRICE AMOUNT FINE SAND_ COARSE SAND COARSE SAND 3/8"GRAVEL 3/8"GRAVEi ys"oRAyel� l --- — 1/s"cRAV_¢ —_ I 7/8"GRAVEL --- GRAVEL I %"GRAVEL _ GRAVEL _ 1/8"MINUS CRUSHED ROCK _ MINUS CRUSHED ROCK I 1—K"MINUS CRUSHED ROCK I _ 1 8"MINUS CRUSHED ROCK K IN 2 "MINUS CRUSHED ROCK f_. . _. _ z K"MINUS CRUSHED ROCK F f PIT RUN / • � HT RUN _— — AMOUNT AMOVNT R.W.By TAX ----_.T_-- TAX OFF er OrIVn ----" THE RENTON SAND f GRAVEL SHALL NOT BE RFSPON5161E FOR OAM,IOB TDTAI„ _ RES V1 Iw ALL DELINQUENT ACCOUNTS SUE ECT TO Eh HRL"ST INE REN10N tANJ—& ORAVEI SNAIL XOT EI'RESPONSIBLE FOR DAMAOB RESULTING FROM DELIVERY OF MATERIAL BEYOND THE CURE LINE.ALL OLLINQUENT ACCOUNTS SUBJEGi TO E%INTEREST ' J 'R, SUNNY48 TRUCKING 516 PELLY ST. ALpin 6= L GRAVEL Yds. _ — ----- SAND Yds. PIT RUN .. Yds. ---- SUNNY'S TRUCKING 516 PFUN ST. ALpine 5-4350 GRAVEL . . Yds. SAND . .. .... . Yds. PIT RUN ..lJ . Yda DELIVERY CO?Y INVOICE NG. 10362 , RENTON SAND & GRAVEL 2723 4th Avenus North RENTON, WASHZ.W BAwwln A•2 L53 T i Add...+ DoiNer T.— OUST. IWHOLE.l RCTAIL P.O.NO, ouw�;ri4Y rc+s. DESCRIPZION PRICE AMOUNT FINE SAND — CC.ARSE SAND S/Y'GRAVEL n'GRAVEL _ .._ 7/V'GRAVEL _ 1 W.GRAVEL_—_ 5/1"MINUS CRUSHED ROCK 1 W'MINUS CRUSHED ROCK u 2 W'MINES CRUSHED ROCK PIT RIME AMOUNT R".BBy TAX :. Do~ TCTAS � \ THE 0.FNt W SSFRO 8 GRAVEL SNAU NOTAl 111ON STHE TOR DAMAGE I lESUTAU.UELINOU:NIM DEL VA000UNTS SVW&Ca TO!D TINTEREST IINF. n KU� DELIVERY COPY •t ((�� '7 IAVOICR Na j U 3 1 5 I FRENTON SAND & GRAVEL � 2723 MIT Avenue North I , + RENTON, WASHINGTON J eb1 —19 ; Sed Tam------ �--- I D.K+ T — CLIAt. —_ I'NHOLE- RETAIL _ I P_O.ND. $oTNi r _DESCRIPTION PRICB AMOUNT .. FINE SAND__— COARSE SAND ___ S/Y•GRAVEL - -_ ?,IV GRAVEL 7/B"GRAVEL _ 1 n^GRAVEL ---,- -- S/B"MINUS CRUSHED ROC'C —. -- _ 1 W'MINUS cRUSVED ROCK .— _ j W'MINUS CRUSHED ROCK I AMOUNT Md.By Drive �— nShl.�' ,- THP R[r8 SMALL IT-1[E R[NIAk YOND ✓V UR DAMAGE �uLAU DRIIMDU[NT NXOU,/i WB.BCT TO B%TIN REST LIML DELIVERY COPY DELIVERY COPY INVOICE NO. 10 1. 3 INVOICE No. 10 314 RENTON SAND & GRAVEL RENTON SAND & GRAVEL 2723 4th Avenue North I 2723 4th Avenue North RENTON, WASHINGTON RENTON, WASHINGTON RAIdWl.6-2255 I RAIdWLo 6.2255 Sold To �,/`�__ IMN—._ 19�— l SoM Ta__ (—f.,�r` ,__ ._.. 19— . Add,w DrlivRr To Drliwr Te _ COST. IWXeLE. RETAIL P.O.NO. IWHSLE.I P.O.NO. 9CMTAIT B. DESCRIPTION PRICE AMOUNT Sou ra DESCRIPTION PRICE AMOUNT FINE SEND FINE SAND COARSE SAND _ _ COARSE SAND —._ 3/e"6RAV$ '' GRAVEL I — 1/2"oRAVEL 1/2"ORAVEL 7/8"GRAVEL 7/8"GRAVEL 1 W'ORAVEL i W'ORAVEL T S/8"MINUS CRUSHED'ROCK 3/W MINUS CRUSHED ROCK 1 li"MINUS CRUSHED ROCK I W MINUS CRUSHED ROCK 1 __2 W'NUN CRUSHED ROCK t 2 W MINUS CRUSHED ROCK I PIT RUN MT RUN _ AMOUNT __ _, AMOUNT R«d.By _ TAX _____ lba —--_ _ TAX -- — Dflwer RESPO THE RENTON SAMD R ORAYFt SNAIL NOT RE RLSMN9R Drives TOTAL THE RENTON SAND R GRAVEL SHALL NOT REN SIEIFORi DAMAGE 1 lE fUR LINE DAMAGE AMITINO FROM DELIVERY OF MATEMAE E BEYOND THE CUR'•LIN RESULTING DELINQUENT ACCOUNTS SUSPECT SO 6% INTEREST ALL DELINQUENT ACCOUNTS SUSPEC7 70 E% INTERES' DELIVERY COPY i DELIVERY COPY INVOICE NO,10 311 INVOICE NO.1 0 316 fi RET2773 LWASHINGTON GRAVEL RENTON SAND & GRAVEL North 27O 41h Avenue North RENTON, WASHINGTON I � )RA:dW{IL 6.2i5: Sold Toni Dal ---- I Add _ I DEIN"To i COST. PKTAIL. CUST. WHSLE. RETAIL GUNT11i 7�p. .1._._ I P.O.NO. I DKS�.WIPTION I puwnx TT. DKRCRITRION PRICE AMOUNT R --' PI. J! AMOUNT FINE SAND I FINE SAND___ 17/811 ARSE SANDCOARSE SAND ,ooRAV3h"6RAV$"ORAV$ ItrORAV't oRAV$ 7/WoitAV$%"ORAVEL - ---� 1 %"GRAVEL S/8"MINUS CRUSHED ROCK 3/M'MINUS CRUSHED ROCK _ 1 K",MINUS CRUSH lD ROCK I I% MINUS CRUSHED ROCK 2_W MINUS CRUSHED ROCK _ ^_W'MINUS CRUSHED ROCK_ I� _— FIT RUN M RUN _ f -•r-- .,T_ .—.____ _ -_ AMOUNT _ Ihd_� AX Sy TaR y Driver DrlvRr {[ P11 REVTON SAND E 0"VII SMALL NOT Be RFSPONSMI '02 DAMA I TA `I AESUt11N0 FROM DE',VERY Of MATERIAL BEYOND THE CURR LINO. THE R"V ON SA A OEI'A1 SNAIL NOT RE RLSRONS)BES fOR DAMAVE ALE DELINgUENT ACCOUNTS SUUECI TOE RESULTING FROM DEU VFRY Of MATERIAL RETOND THE CURE LINL %INTEREST ALL DELINQUENT AM:LOUNTS SUSPECT TO E%INTEREST VELIVERY COPY MLIVERY COPY INVOICE NO.10 3 C 7 INVOICE NM 10 2 9 5 RENTON SAND & GR,A.VEL l RENTON SAND & GRAVEL 2723 4th Avenue North RENTON, WASHINGTON 2723 4th Avenue North Lljd riA6-22SS RENTON, WASHINGTON -- .0.1d..ia a225S ' Sold To_.______ - Sdd I. Add - Addr.•v____ — DaRaar To- ----+ cuss. P.O.NO, IWNtLI.I RETAIL 1 CUBT, IWHBLE.I RETAIL QE'""T�TTro>: UEeCRIPTIGN_ PR1CS AMOUN" 1 P.O._N_O. —'— G^ANTITT TW. DESCRIPTION PRICE AMOUNT FINE SAND _ I - PINE SAND COARSE SAND - COARSE SAND Sir GRAVEL —_- 3/8"GRAVEL 1/2"GRAVEL 1, -- -__--- - P1"GRAVEt _ 7/0"GRAVEL --- --- — 7/e"GRAVE. — I W GRAVEL 1 %"GRAVEL 5/8"MINUS CRUSHED ROCK - ------ _ S/E"MINUS CRUSHED ROCK _ 1%"MINUS CRUSHED ROCK - --- - ---- - - - 1%"MINUS CRUSHED ROCK 2 W MINUS CRUSHED ROCK - - - 2 N_'MINUS CRU54ED ROCK PIT RUN PIT RUN AMOUNT _ AMOUNT TAX Racd.RT Drlvar TOTAL I Drive TOTAL 7HE RENTON SAND S GRAVEL SHALL NOT BE BEYOND T S CURB DAMAOR 1 RESUlALL ELIN DELIVERY OF MATERIAL BEYOND THE NRB LINL THE RENTON SAND R DELIVERY VEL SMALL NOT EF BEYOND RESPONSIBLE FOR LINE. All DELINQUENT ACCOUNTS SUBJECT TO S;'o IMTISBT RESULTING FROM DELIVERY Of TS SUAA..BEYOND THE CURS LINE. All DELINQUENT ACCOUNTS SUBJfl:T TO 6% INTEREST DELIVERY COPY (� DELIVERY COPY 0 2 9 6 INVOICE N0.1 LJ 2 9 9 INVOICE NO..1 RENTON SAND & GRAVEL RENTON SAND & GRAVEL, F272A 41h Avenue North 2723 4th Avenue North RENTON, WASHINGTON RENTON, WASHINGTON j SAldviA 6-225s SAldwfa 6-2255 — T I 61 Data._----_19_-a Sold To_ rrlA 10-.._ Sold To I Addm`__.___-__ __ Addross- -- __---- - D.Rwr io-_.-_ __ _ DRINar To-_--- CUBT. IWHSLR� RETAIL CURT. IWHSLK.I RETAIL P O.NO. I P.O.NO. -' y-7iA:iti _ DESCRIPTION PRICE AMOUNT -4vz,- O ESCRIPTION PRICE ANOUNT I -- FINE SAND FINE SAND_— --- __ COARSE SAND COARSE SAND -- 3/e"GRAVEL _ _- 3/S"GRAVEL I 1/2"GRAVEL 1/2"6RAVEl_- - 7/R"ORAVB - I - 7/Y'GRAVEL - I —_ 3/0"MINUS_CRUSHED ROCK __ S/Y'MINUS CP.USHEO ROLL 1 K_MINUS CRUSHED P X:K _- 1 W'MINUS CRUSHED ROCK -_.- %"MINUS CRW MID ROIA _ -_— f I _- _ 2 W MINUS CRUSHED ROCK -- I i s / PIT RUN rf;;.,, ...I,. . PIT RUN AMOVNT -_ AMOUNT _ I-._ 1 SRKd•N _.-__.. --._r._._�__ TALI � EY - t SOTAL, i� 4 1 RENTON SANDS ORAVEL WALL fIOT U RRWO FOR DAMA ¢var iNE RENTCN SAND S GRAVEL SNAIL NOT BE RESPONSIRIE FOR DA.MAOi RSWLTIN3 FROM DELIVERY Of MAI ERIAI BEYOND I%$CLIP.LIVE. LUULTING FROM DELIVERY OF MATERIAL BEYOND THE CURE UHL ALL DELINQUENT ACCOUNTS SUBJECT TO B%INTLIU ST ALL DELINQUENT ACCOUNTS SUBJECT 10 R%INTEERST DELIVERY COPY DELIVERY COPY INVOICE NO. 10298 i INVOICE NO, 10293 r RENTON SAND & GRAVED RENTON SAND & GRAVEL 2723 4th Avenue North 2723 41h Avenue North RENTON, WASHINGTON BAWwin 6.2253 J RENTON, WASHINGTON — eAWwiD 6a253 DROP Sold To --j.L� nM�_�_ I�_Y 19[L a c. Add -. .— Add _ D.ThmFt CURT.To i D.H.DPH.T wHSLE. RETAIL P.O.NO. I OUST. IWNeLE.I RTTAIL NuwNTm me. DESCRIPTION _ PRICE AMOUNT I P.O. - _ P.O.N m' DESCRIPTION PRICE AMOVNT- FINE SAND — � FIN!SAND COARSE SAND I — COARSE SAND 3/8" 3RAVEL 3/8"GRAVEL _ —_ 1/2"GRAVEL I 1/2"GRAVEL 7/8"GRAVEL - -- 7/e"GRAVEL I W GRAVEL - -- — - I %"GRAVEL 3/8"MINI I'CRUSHED ROCK ( S/R"MINUS CRUSHED ROCK 1 W hill, ,SHED ROCK -- — 1 W'MINUS CRUSHED ROCK ,/ 2 IS"MINUS CRUSHED ROCK _ 2%'MINUS CRUSHED ROCK !i PIT RUN __— ..___.— PR RUN _ -- — AMOUNT AM UNT RKd.ST R.M.BV__ ---r . T AX Ddrw TOTAL �I THE PENTON SAND A GRAVEL SPIRIT NOT BE RESPONSIBLE FOR DAMAGE Ikivv TOTAL_ RESULTING FROM DELIVERY OF MATERIAL BEYOND THE CURB LINE, THE RENTON SAND A GRAVEL SHALL'TOT BE RESPONSIBLE FOR DAMAGE ALL DELINQUENT ACCOUNTS SUBJECT TO B% INTEREST RESULTING FROM DELIVERY OI Ml TERI It BEYOND THE CURS LINE. .ALL DELINQUENT ACCOJHTS SUBJECT 10 e%INTEREST DELIVERY COPY DELIVERY COPY 1 0294 INVOICE NO. ` INVOICE NO. 10 2 9 7 _ RENTON SAND & GRAVEL RENTON SAND & GRAVEL 2723 4th Avenue North 2723 4th AV BS I North RENTON, WASHINGTON RENTON, Wi/,W25NGTON ILAWwin 6.2253 --- SoW io__ Addta�__ _— Addr — "-- WE~To.—. 11 DPBYBr TB - cU6r IWHSLR.I RETAa CUST. IWNSLE.� RETAIL I P.O.NO. P.O.NO• _ WI IR TTime DESCRIPTION PRICE AMOUNT OKedLIPTION PRICE AMOUNT FIN!SAND - —— FIN!SAND COARSE SAND COARSE.iANO --- 3/0"G_RAVEL 3/8"r_W.vEL — 2" — 7/8"GRAVEL 7/8"GRAVEI -- _ 1 HL"GRAVEL GRAV0. 3/8"MINUS CRUSHED ROCK _ S/8 MINUS CRUSHED ROCK --- —`-- — .�_ _. —... ._.__. 1 W'MINUS CRUSHED ROCK 1 W MINUS CRUSHED ROCK W MINUS CRUSN�ROCK _ 2%,MINUS CRUSHED ROCK 1 ---- HT RUN _ MT RUN — T�' D,F"r I DrlrYr TOTAL,•__ TOTAL 5N[RtNT SAND B OIIAVN fNAL. :!R@RPONfUl@ POR DAMN�— THE RENTON SAND f URAVFI BHALI N01'@ RFtT'ON1b/E FOR DAMpJ2R RBfDLTINU IRONS OFIIVt"OF 9Ai ilAL BEYOND INS'UPB LINE RESUli1N0 FROM DELIVERY OF MATFRI"I BEYOND THE CURB LINE ALL OfiIINOUENT 4UOUN7f SUBJECT In 8%INTLREn ALL)EL."WhPIT AWOYNTS SUNECI TO B% INTEREST Y r DELIVERY COPY DELIVERY COPY INVOICE NO. 10 2 9 0 INVOICE NO. 1 tl 2 8 b RENTON SAND & GRAVEL RENTON SAND & GRAVEL 2723 4th Avenue North 4723 4th Avenue North RENTON, WASHINGTON RENTON, WASHINGTON tRAWwin 2255 EAldwin 6-2255 Sold T Lr '.��fr. . ,AMA S_. _IP L' Sold T Add�_ Add DRRvAr To _ Deliver To-- OUST. IWHSLE.I RETAIL CUST' IWHBLE. RETAIL P.O.NO. P_O.NO. 4V.WT� Tog. .TUINTITY __ DESCRIPTION PRICE AMOUNT DESCRIPTION PRICE AMOUNT FINE SAND FINE SAND _ COARSE SAND _ COARSE SAND 3/9"GRAVEL3/r GRAVEL _ _ 1/2"ORAVEL _ 1/7`ORAVft I -IV GRAVEL 7/R"GRAVfl —___--- — I W_GRAVEL I _ 1 W ORAVEL 5/8"MINUS CRUSHED ROCK S/f MINUS CRUSHED ROCK I W MINUS CRUSHED ROCK _ 1%"MINUS CRUSHED ROCK 2 g"MINUS CRUSHED ROCK — i1f 2%"MINUS CRUSHED ROCK [" ! PIT RUN _ + �.�, — PIT RUN -- i AMOUNT AMOUNT_ 1 TALK R_«d,Er _... �_--•'.�___ � TOTAL I t5dvw TOTAL __ Driver Me RENTON Sl Np Y +RAVE\SNAtI NOT BE RESEONSIBIJ FOR DAMAGE NE RERT I N SAND i ELAVEI S F M NOT SE BEYOND ISLE U R DAEAAOR 1 EFSULTIN6 FROM V:11Y.RY OF MATERIAL BEYOND THE CURB LINE. RESULTING FROM DELIVERY OF MATERIAL BEYOND THE CUPS UNL ALL DEIINQUENT ACCOUNTS SUSIECT TO$,', INTEREST A4 DELINQUENT ACCOUNTS SUBJECT TO 846 INTEREST DELIVERY COPY DELIVERY COPY 10 2 91 10 2 9 IFlvwcc Na tNvo,cE Na — RENTON SAND & GRAVEL RENTON SAND & GRAVEL :2723 4th Avenue North 2723 4th Avenue North RENTON, WASHINGTON RENTON, WASHINGTON j SAldwin 6.2255 SAMwin 6-2295 1 vA -- --- Sold .=19 t " 1 fold To Rdd Add N _— Deliver II— Do*~Te— OUST. IWHSLE.� RETAILI � GUST. 'WHELl.I R'3TAIL _P.O.NO. IIIIII P.D.NO. _ QUI - DCSC RI PT ION PRICL AMOUNT _RI �1IVSYITYS DESCRIPTION _PRICE_ AMOUNT FINE SAND — .� -- COARSE SAND COARSE SAND 3/8"OLVVEL j 3 GRAVft -- -- , _ _/R"___ —_ _. 1/2"GRAVEL I/r Z ORAVEL _ v 7/3"GRAVEL 7/1"GRAVEL — — — --- .. I K"GRAVEL T - — ----- S/S"MINUS CRUSHED ROCK 5/8"MINUS CRUSHED ROCK 1 It"MINUS CRUSHED ROCK 1 W MINUS CRUSHED ROCK —� — — — 2K"MINUS CRUSHFC IN.CK —_ 2 K"MINUS CRUSHED ROCK --� _. —_ _ RUN _ PIT RUN__ — -- ArdauTEr .. AMOVNT �i .—.' Md.M ._.....�—._.— TAIL TAX TOL Drlvo TOTAL mVBr _ 1 THE RENTON SAND t W"R SP NOT BE BEYOND THE FOR D NL R ESU:I N SAND!OMVEL—SHALL BE R ORDO .HE FORD LINE. I PFSU.ALL FROM DELI VERY CF T MATERIAL BEYOND Mi CURR LINO RESULTING FROM DELI LRT Or NAIERIAL BEYOND:NB CURE LINL ALL DEI1NQUfNi ACL'OJNTS SUBJECT TO 696 EN7LRFST ALL DEIINOUENI .,'COUNTS SUBEECT TO R%INTEREST ��wt��l■n�l■1� DELIVERY COPY CWTOMER'S COPY f: I1:VOICE NG. 10 2 7 9 INVOICE NO. E r , RENTON SAND & GRAVEL 2723 4th Avenue North RENTON SAND & GRAVEL, Inc. RENTON, WASHINGTON t 2723 4th Avenue North BAWwin 6.2255 i RENTON, WASHINGTON � BA AI ldm w 6-2255 / Sob Te. �— Sold TO Addm — 4ddreM DO!,.,Tn COST. WNSLB. P.O.Nn. I I RETAIL Deliver To 4,a.TI _ — -- DFFCgIPTION PRIDE AMOUNT CUSP.O. P.O. NO. FINE SAND IWHSI¢.I RETAIL ." ovAnr I Tv rR __ __. pEBCRIPTION PRICE AMOUNT SAND COARSE SAND - ..__ 11/2" GRA%-L _. —_ __- 3/8"GRAVEL Rb" GRAVEL __._ --__ I V2" GRAVEL 7/8"GRAVEL___ I GRAVEL MINUS Y[" MINUS CRUSHED ROCK S/B"MINUS CRUSHED ROCK Ph" MINUS CRUSHED ROCK "--- - -- __ 1)S"MINUS CRUSHED ROCK 121h" MINUS CRUSHED ROCK '-------. _ 2""MINUS CRUSHED ROCK PIT RUN _ PIT RUN } — I AMOUNT AMOUNT' R¢rd.BY It., B - - _._ TAX Y TAX Dnrnr T TA TOTAL iNE RENTON SAND{GRAVEL SNAIL NOT BE RESPONSIBLE FOR DAMAGE RESULTING FROM DELIVERY OF MATERIAL BEYOND THE CURB lIN4 THE RENTON SAND B GRAVEL SHAH NOT BE RESPONSIBLE FOR DAREAGE ALL DELINQUENT ACCOUNTS SU At B TO BI INTEREST RESULTING FnOM DELIVERY OF MATERIAL BEYOND THE CURB UHL N DELIVERY COPY DEINERYCOPY , INVOICE NO.10300 ` INVOKE NO. 4 813 RENTON SAND & GRAVEL 2723 4th Avenue North RENTON SAND & GRAVEL, Inc. RENTON, WASHINGTON 2723 41h Avenue North BALdwi.6.2253 RENTON, WASHINGTON �{l � � //�*1 BAldwiT 6.2255 Sold Te---L.—ZSr.3,�___ FS.E�1 .L..V 19� •¢ Addnn___ Addreu D^Irver Te CUST. �WHSLR.I RETAIL P.O.Iv O. Deiiv¢r TO _ SAMTrr pESCRIPTION PRICE AMOUNT CUST. WHSLE.I RETAIL p o N°. FINE SAND eue CITY rRi, DEEGR=TION PRICE AMOUNT SAND COARSE SAND —.-- 7/4" GRAVEL S/ GRAVEL TAI" GRAVEL _— 1/2" GRAVEL 11h" GRAVEL _ 7/B•'GRAV41 _ _— 4B"_MINUS CRUSHED ROCK �- I N"GRAVEL I VR" MINUS CRUSHED ROCK _ 3/8"MINUS CRUSHED ROCK 21/2 MINUS CRUSHED ROCK _ - _ 1 K"MINUS CRUSHED ROCK PIT RUN 2 K"MIMUS CRUSHED ROCK --YEPITAILIN 1 � — �.— — -- —_- AMOU NTH Stood. BY TAX Ij Drip. ...TOTAL Driver ._�. ._. A.THE RENTON SAND E GRAVEL SMALL NOT BE RESPONSIBLE tOR DAMAC THE RENTON SAND E GRAVEI $MAIL NOT BE RESPONSIBLE 'OR DAMAGE RR{11LTING RDM DELIVERY Or MAiERfAI{(TOND R°CURB IINL RLSULUNG FROM DELIVERY OF MATERIAL BEYOND THE CURB LINE. ALL DE.IN4UTNT ACCOUNTS SUBJECT TU 4%INERRESI DELIVERY COPY i INVOICE NO. 4800 / RENTON SAND & GRAVEL, Inc. 2723 4th Avenue North RENTON, WASHINGTON / BAlawin 6-2255 Sold To Dale Address Deliver To _ OUST. P.O. NO WHSLE.I RETAIL aL"liT♦log. _ DESICRIPTION PRICE AMOU_N= SAND U," GRAVEL TA" GRAVEL — _— --- -- IVIt" GRAVEL — MINUS CRUSHED ROCK 1 V2" MINUS CRUSHED ROCK 21/2"MINUS CRUSHED ROCK PIT RUN DELIVERY COPY INVOICE NO, 4 Q 0 5 RENTON SAND & GRAVEL, Inc. _ AMOUNT / 2723 71h Avenue North Re.d.BY TAX RENTON, WASHINGTON -- ----- ---BAlawin 6-2255 -- aw.THE RELAY - H TOTAL THE xENT GN SAND R GRAV,; SHA NOT BE RESPONSIBLE FOR DAMAGE RESULTING FROM DELIVERY Of MATERIAL BEYOND THE CURB LINE. Sold io_ De1e Deryve.To DELIVERY COPY OUST. P.O. Nu IWHBLE-I RETAIL _ ( l Ruawn Tr ram_ DESCRIPTION PRICE wMOU_NT ^+.r• \'t« — ,SAND INVOICE NO. 4701 V2" GRAVEL RENTON SAND & GRAVEL, Inc. TAvEL 2723 41h Avenue North RENTON. WASHINGTON TV2" GRAVEL BAldwln 62255 j ill" MINUS CRUSHED ROCK Dale Sold To r 11/2" MINUS CRUSHED ROCK Addrsee " 21/2" MINUS CRUSHED ROCK —� —�— Deliver To_ —_ PIT RUN --- T. PAS No WHfLE. rRETAIL AMOUNT SAND V2" GRAVEL �_-- %" GRAVEL �`— 11A" GRAVEL AMOUNT Reed, sY TAX Rw" MINUS CS K LI3HED ROCK I _.... ..___----______.____— TOTAL —T IW'MINUS CRUSHED ROCK THE RENTON SAND 6 GRAVEL SHALL NOT BE RESPONSIBLE FOR DAMAGE V2" MINUS CRUSHED ROCK RESULTING FROM DELIVERY OF AATERIAL BEYOND UG CM LW0. --'-- -'---- — _ PIT RUN i AMOUNT —' Re<d. B, TAX �N Driver (...TOTAL —} THE RN TON SAND L GRAVEL SHALL NOT Lit RESPONSIBLE FOR DAMAGE RESULTINO FROM DELWERY Of MATERIAL SITU"THE CURB LINE. 2' DELIVERY COPY INVOICE ND. 10 3 2 RENTON SAND & GRAVEL 2723 4th Avenue North RENTON, WASHINGTON • SAWwin 6-2255 I Sold Tm_-- Addrw DRlivsr To OUST. IWSIBLL.� RETAIL P.O.NO. �uwxrr TD°' DESCRIPTION PRICE AMOUNT FINE SAND COARSE SAND 3/W GRAVEL _ DELIVERY COPY 1/2"GRAVEL INVOICE M10320 - -- I _ 7/8"6RAVEl � PENTON SAND & GRAVEL I %"GRAVEL 2723 MIS Avenue NO"% — --- -- RENTON, WASHINGfON 3/8"MINUS CRUSHED ROCK BAldwin b2255 -- — - — — I 1%"MINUS CRUSHED ROCK _ • --� Dn.____.— __f9—_/ R%"MINUS CRUSHED ROCK AdJrw 'T HT RUN [¢ RETAILIWHSLE.I I i _ u A t A DESCRIPTION PRICE AMOUNT -- . FINE SAND I AMOUNT + �. COARSE SAND � -- RRuI_By TAX 9/S"GRAVEL — -- -- _ TOTAL 1/2"GRAVEL I THE RENTON SAND A OPAVILL SHALL NOT CE RESPONT16lF FOR DAFMOi -- — RESULTING FROM DELIVERY OF MATERIAL BEYOND THE CURB LINK 7/S"GRAVELALL DELINQUENT ACCOUNTS SUWECT TO A%IMTERE4 1 %"GRAVEL S/$"MINUS CRUSHED ROCK I W MINUS CRUSHED ROCK_ DELIVERY COPY 2 W MINUS CRUSHED ROCK _ INVOICE NO.10 319 �- PIT RUN RENTON SAND & GRAVEL 2723 4th Avenue North - RENTON, WASHINGTON BAWwM&2253 —.--- --_— SoW19— _ AMOUNT _. Add R TAX _ I Dell~Ts— Driver TOTAL CUST. !WHSLE.I RETAIL, THE RENTON TORENTOM FANDROM 8 GRAVEL SHALL M HOT BE BEYOND T LE FORD ENE P O.NO. __— ____ __ fFSULALL FROM DELIVERY Of TS MATERIAL BEYOND THE CURB LINE avii+i(FT ioe DESCRIPTION PRICE AMOUNT ALL DELINQUENT ACCOUNTS fUeliCi 70{%INTEREST FINE SAND COARSE.SAND I 3/S"OR`-..,F1 1/r GRAVEL 7/S"GRAVft 1 W ORAVEL S/S"MINUS CRUSHED ROCK 1 W'MINUS CRUSHED ROCK 2 W MINUS CRUSHED ROCK _ ` I _ PIT RUN AM OUEKT M1v.F THII R[NTON BF A GR VEl SHALL BE REIPO R RESULTING FROM DELIVERY OF MATERIAL BEYOND TINU C ufIR. ES AU Oft ULOU[N7 AGCDYNTf 3UUFCi TO 6$INtRRRT DELIVERY COPY INVOICE TAMIL nn 70 C. 1 2 RENTON SAND & GRAVEL 2723 4th Avenue North RENTON, WASHING )N I SAIdwin&2253 �I Add ------ ORO~Ta ---- cu ST. IK i18LR.1 RETAIL P O NO. y,�e'na D . DESCRIPTION PRICE AMOUNT �, FINE SAND DELIVERY COPY INVOICE NO. G _ COARSE SAND 318'ORAVEt RENTON SAND & GRAVEL -- - - { 2723 4th Avenue North 1/2"0RAVEL —..._ RENTON, WASHINGTON RAIdwin 6425$ __ 7/R"0RAVlL - �} _11."ORAVRL S/R"MINUS CRUSHED ROCK MiNUr,CRUSHED ROCK Den~Tc — 2%"MINUS CRUSHED ROCK CUSr IWHSLE.I RETAIL P.O.NO. FIT RUN 4�',LRTITT(uB. DESCRIPTION PRICE AMOUNT FINE SAND COARSE SAND 3GRAVIEL _ I _ ____.. 1/2'GRAVEL PMOUNT .. 7/8"GRAVEL Rom.By 1 GRAVEL _ DAwr TOT SNE RENTON SAND S GRAVEL SHALL NOT SE RESPONSIBLE FOR OAMA04 RESULTING FROM DELIVERY OF MATERIAL BEYOND THE CURE LINE 5/R"MINUS CRUSHED ROCK I ALL DELINQUENT ACCOUNTS SUBJECT TO S%INTEREST 1 W.MINUS CRUSH ROCX ___ — — I _ 2%"MINUS CRUSHED ROCK _ MT RUN DELIVERY COPY I - INVOICE NO.10271. i - RENTON SAND & GRAVEL I I 2723 4th Avenue North II AMOUNT I RENTON, WASHINGTON i SAIdrla 6-2253 4cd.h' TOTAL TAX _ I Sold TR. _.___-Data _IV THE R TIN SAND V Y E DRIVEL SNAIL NOT BE BEYOND HE FOR DAMAGE l Add.... YULOIALL DRLWQUENTAC000NTS SUBJECT TO R%INTEREST LINK. CUST, IWHSLl.1 �V RETAIL P.O-NO. 11 _ Q-.iT r DESCRIPTION PRICE AMOUNT FENS SAND _ COARSE SAND 3/8'GRAVEL .—. 1/2"GRAVEL 7/i"OMVEI 1 III"GRAVEL _ i S/R"MINUS CRUSHED ROCK 1%"MINUS CRUSHED ROCK ' 2 1Vr MINUS CRUSHED ROCK J i Fll RUN R"d..B7..__.__.— i OHYN j �— TNL YNIOM SAND R 50M SHAH HOT SL BEYOND THE DAMAOR RESULTING FROM ENT A T OF MITI:41Al RST'O0 TIN COY 41115. All DELINQUENT ACCOUNTS WBJRCT 10 EYE INTIRYT ti } �'��:s }�1a�U f✓�>J� IS T �' i riT. 1xa �Mddr ti 39� ?2 '�"� t ,,�✓c'�� a. �. 5 sae :se etc (,� � �Ip�. 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Z-7 O .OD i - b 3ip2 F,K � JZ .3 i Z `1S.00 7. 51 +O'L AMA �ri .'i 1 Z`t5 ot� 49X ? 7 `, 298•01 3ot. 29 . i i I i i I � 9 �� rr AvE. Al N 7 �a ,f �es•a•at'ty�� w Tay off' � ., 2 n Ndfo!'lliv _ �oB9j' :J ••• J J I A`/ti" -ACE IBA .i^• f. i �. . tflJJ d 49 t11.13 e Q B �° 2 it - �, �i v /l+t lv' /l41G q ss z*' —�ils Z" --ems.__ , n 3o n t r' s•' a sz' Nb3 io jr-ry +il-l.�t• -- �- SANITARY � � WEr2 -GRADE CUT LE -- PJ, T,... i 4 +- -- i-_. �0 V OCR `" Gj "tfo.�� � • 1 � � � � +-So 6� '1 I ,;. _ �= �,.�- ,.^ \\" Q� � N � -�. _, t � N � � L ,� SANITARY SEWER VICINITY �-TATIOty •6 ELEV. GRADE CUT RIGHT � •.. ��_ -� ._iY.Y_� _yam.- �'� II \ NM WSJ4,1 C ! l 7 �ANIT� RY SEWER VICINITY ;.TOTiON ��6 ELEV. GRADE CUT Rj - ym MM y O fL q o To ! r