Loading...
HomeMy WebLinkAboutWWP2700045 SAN-1 M-STREET S-45 1X .4-4.5 . 'trz�t Corresnov.cle.�<re _ IL M •a, i 4_ .aa-�::� vY.l_ IVa.Y_.... i.•S_._. __ :....• • .1}[St �•1w�t ••.. .--, ..� _. _ t� ss a, t r� F4rm-2-474—DUPLICATE Reg. No......C L.jj 16............... Revised 9-15-55. DISBURSING OFFICER Tax Commission of the State of Washington Contractor: W. C. FROST &0 M PLACE PWC M 4530 RENTON, WASHINGTON � Certificate of Payment of State Excise J Taxes by Public Works Contractor We hereby certify that taxes, increases and penalties due or to become due from the above named contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works contract: Lr VV D._250/ INSTALLATION ,Or.SANITARY.SEWERS,.IN _". STREET 1.2TH _Ave. _N._=-_TO SUNSET BLYO. E•�...CITY...OF RENT........................_...... ................ together with all other taxes, increases and penalties due from such contractor, have been paid iii full or are reaiily collectible from other sources. This certificate is issued Pursuant to the provisions of Chap. 60.28 RCW (Chap. a36, Laws of 1955), for the sole purpose of informing the state, county, or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the Tax Commission hereby releases the state's lien on the retained percentage provided by Chapter 60.28 RCW for Excise Taxes due from said contractor. This certificate does not release said contractor from liability for additional tax which may be later determined to be due with respect to the above mentioned contract or other activities. Dated at Olympia, Washington, 6, 19G1. TAX COMMISSION OF THE STATES O�F,.WWASHINGTON • v C'crtifying O#iicer JACK J GILBERT, AUDITOR CITY CLERK'S COSTS - L.I D. No. 250 Resolution of Intent (1202) $ 34.2U Published 8-21-63 8-28-63 ORDINANCE No. 2053 42.75 Published 9-25-63 CALL FOR BIDS 9.98 Token Talk - 10-9-63 10-16-63 NU>[MR ON ROLL (14) Mailing of Notices of Assessments 7.00 ESTIMATES: Notice of Hearing on Final Roll 18.07 Iublicallon of Ordinance 30.00 total Clerk's Costs L.I.D. 250 —$1142.010 I f i i l , I I 1 I I E 0 I t w STATE OF NASHINGTON DEPARTMENT OF LABOR AND INDUSTR;ES OLYMPIA City of Renton City Hall Re.uton, Washington Attn: City Bngr. Re: L.I.D. No. 250 Gentlemen: This is to certify that W. C. Frost, 820 h Place, Renton. Wash. Firm No. 216,161 has made payroll report and paid premiums due the Accident and Medical Aid funds of the Department of Labor and Industr'.es coverinr; installation f of sanitary sever system in 7 at. frows 12th Ave. to Sunset Blvd. B. Very truly yours. SUPERVISOR OF AUDIT AND COLLBCTIOM � I By+� MTh lsr" Assisthnt Supervisor of Audit and Collections cc; W. C. host. l i k I `R WASHINGTON F ATE POLLUTION GONTROT iOMMISSION �EStATp o� 4 ALBERT D. RoSELLNI - _ i -.-J09 PUBLIC HEALTH BUILDING---. CO"1ni1'`�Oi OLYMPIA 10� ewm Nor M. 11Rpm, C.E. im Dw Dlrsomr h1'I8B9'� BmNw Bu v&M.D.,DP n. GeDDce BTYLUMD February 11, 1964 I Honorable Mayor and Members of the City Courcil City H&11 Renton, Lashington Subject: Sanicary Sewers - r .I.D, #250 1 Gentlemen: In accordance with the Rules and 'apulations of the Pollution Control Commission, the plans and spe:ifications for the subject project have teen raviewed and are hereby aiproved with the fol- lowing pro,,is.ion: This approval is grunted subject to the provisions of the dAlution Control Commissicn policy with respect to sewage discharge into Lake Washington, which was adopted February 8, 1056 and as revised August 11, 1953. Very truly yours, k ! / 1� ROY .1. 11ARRzs Director r. iitdF::p r cc: Jack Wilson, City engineer State Department of Health, Olympia, Seattle Seattle-King County Health Department i { ti tl KEEP WA5HIN4TON WATERS CLEAN 81 _D 9 1 �ESTQE� ALBERT RCBELLINI L OFFICE uOV¢RNOR GIC 'SWiOf AM$4tttgiml GENERAL ADMINIRN ATION e[rsrJwRD /UCOV[, Rs.. an11. /UILDINO o eoaon PPpritPt of EMItIt 811AWLS OFFICE SMITH TOW[R ADDRESS REPLY TO OFFICE OF OR101W Seattle Re8ioual Office February 11, 1964 Mayor and Members of The City Council City Hali Rentoa, Washington i-2%dua: Jack Wilson, City Engineer Subject: Renton - Sewers, L.I.D. 250 "It' Street Sanitary Sewer Centlemea: 12th Av. No. to Sunset B1vd.East Plans and specifications for the above project, received in this office January 24, 1964, have been reviewed, and, i.: accordance with Chapter .92 of the codified Rules and Regu- latioas of tale State Board of 2ealth and the State Department of Health, are hereby approved. Very truly yours, BT:RAARA B COVE, M.D� State Director of Health BB-SE cc: State Pollution. Control Comm. Kin County Health Dept. + " Metro STATE OF WASHINGTC POLLUTION CONTROL COAWISSION 409 PUBLIC HEALTH BUILDING OLYMPIA, N'ASHINGTON February 1.1, 1966 Honorable Mayor and Members of the City Council City Hall Aeaton, Washington Subjects Sanitary Severs - L.I.D. #250 �„� Gentleman: k @@ in accordance with the Rules ant Xsgulations of tnA tollutiou Control Commission, the plans and spscif:cstlons f)r the subjCCt project haw been revtjwcd and are hartby "rove with the fol- lowing provision: This approval is granted subject to tna provislo.Ys of ILJOrI the Pollution control. Commission policy with respect to sewage discharge into Lake Washington, vhicb was sdoptad February 8, 1956 and as revised August 11, 1958. vary truly yours, Director XMHl pr cc: Jack Wilson, City gnginset State Department of Health, Olympia. Seattle Seattle-King County health Departmant 9 I 'o 'a s i INTER-OFFICE: MEMO Date December 6, 1963 From: Water Wcrks Utility Departmental Account No. ; o: Engineering Expenditure Account No. MESSAGE This is to advise you that ther are no charges against the "M" St. L.I.D. 250 _1 the Water Wa"ks Utility. W.E.Sennett Accountant 4. I i i I ti I f 1NTER-OFFICE MEMO Date Decenber 6, 1963 From: Water Workm Utility ___Departmental Account No.— To: Engineering Expenditure Account No. __ MESSAGE This is to advise you that there are no charges againut the "M" St. L.I.D. 250 by the Water Waerxss Utility. . .E.Bennett ,�ccOuntan� I I It. I . i T(_.'� � (�. '.+- !� � ice/ 1..���✓•.��\ ITEN�I DIT ESCRI �1J �I u N 1- �� T PR: ti� e.!v T T13-t> ;_ a" cow,- o + PE L- ti - 7'7 Z. aoa9 . a cs 4J 2 2S , 4acDT- "'AS Ft5-'.V./,di,e `S 4 yTa__ "e I E. PoF 4 Iy� R Y 1 f 7 = 111 File ilot To: Excise Tax i:i isirn Late: Ludit 7cctior. rig:. ,:_t•?.ict'iot, ashirt,ten Frcr: - C-. v l p -` Acsi,-ned to: �wlow. WA N,p,.S ���a I Late rssigncd: P '+.0 Dated, I Date of Claim: Gentlemen: :'otice is hereby hiven relative to the co,,,pletion of contract or project described below: Description of Contract L.I.D 210 +�'.>in. ,_q;.c .� .•t >Ea. , ,..m� s.aac�s +'� 'prl•�1 •Z`•� Avco N "Im `_�..,.- mac. ( -r?�✓� C... Contractcrt s Name w C i- dos Contractorls Address c Zc M` P�-, i ��roo ,w.�. .• late '1!ork Commenced hiov. 4, tvw3 Date `Fork Completed : DV'c_ Date '.?ork Accepted: F).Lr Surety or Bending Comrany s ��„ -ip� ,r �•.,M c� - c,. Fit t.. cq Agentls %ddress Z c: C�a,�wa� A�,�S. ��q �. -4, Contract Amount Fj Ig c,,2S Amount Disbursed: Additions I Amount Retained `iSl . e7 �. Sales Tax Total : : t;6/ 8 . 4n 6 Total `J �j t b o" By r Disbursing Officer THREL COI'IrS OF THIS IIOTICE itITST LE COiiPIZTLD DY T L DISdURSIOG OFFICER AI''.D i-.AILED TO THE TAX M-i l.ISSICP NT OLYUTA, 11SHIPIGTON Ili*'MATbcY AFTL11 PCCSTi11C'L CF 'Ill,' WORK DOITE UIDLR TIIIS CR!TRP,1T. i?O 1'AYI',L71'0" SHALL Bi. ,:AD:� FRO'., MTAR11:1) FUIID UIML RXEIPT OF CCiLISSICHIS C1_RTIFIZvT1V, A1,17. '"Ilia' ONLY ITT ACCORDANC'i 'aITH SAID C�iRTIFICATE'. To 4y.ci.;e, T,,,x i-,is iL n Pate: L')t_� -,0QV cn a-,11ini'tcli "o 1'ot Use Frcrn: Assi-ned to: Latk, !.ssigned,. Dated- Date of Claim: 6entiencn- ..citice is hereby t,iven relative to the completion of contract or project dcocribed belc,i* Descrirtion of Ccntract 1.1), 2 �n ,-r :..Au LL':Cv-4:> IN Contrac'or?s :!arr.e Contravt:rls Address C', M" P". 7 tz :cc-v, Eate !'ork Cormienced t 10 t1ta<. Date "ork ''unfleted Date '.fork Accepted: Dj e 9, I c_ -5 Surety or Bcnding Company 4`, C ",.i, tc Agent's Address Z . C- 1,,a `4,lk=�A LZ7 V QC-, c, k. Contract Amount I iE,1�) z s Amount Disbursed* i,9? C. Additions I I Pam. I Amount Retained Sales Tax Z 12. ZG Total Total By Disbursing Officer THREE 00111-5 07 THIS 11MICh iiUST .31: MiPILTED BY M, DISMISING OFFICER i11D !,PILED TO '746 TAX C(h!.ISSIG`l HT ^MPTAI WASHINGTON Li—S:DII,-i i Y AF"'A 1,CCJTj 1 TCi. (?F iL WORK Dr"Tb UNDER THIS COITTRACT. 1,10 1AYiiei `L'S 5'bld Di: ;AD,,' FRO., RETAINED Fi�,W VTIL RECEIPT OF C(`j1,IS5I0111S C7:MFICi TLC AFI) -[L-1" (W IN ArCORDAKE' I.-TIV SAID C.;RTIFICATF. a.F.No,7t67-0S--I Rev.2-501--4-60-10161. STATE OF WASIQYGTON DEPARTMENT OF LABOR AND INDUSTRIES OLYMPIA RELEASE FOR THE PROTECTION OF PROPERTY OWNER AND GENERAL CONTRACTOR Firm No... ._ .. ...... .... ._....__._.__._..._. Prime contractor l t ._.I t C aT...... 1 Name, i Address) Project location f _mot Tc . �v'`[ a'S+t k2-C L C x-:. .. _. Contract No.L q tcc Title or description Ot \VOrK:SA L i'1 De? y.. cll. .� e(� tM� 11 r� �:'.-.r✓ wl. .l�T A _f(:-Ty_y avA...S� •J . Type of work Q GL:n,104.;C' _1, _. Amount of contract �_._�`_�t.�_:_Cc..�t.. ._......_....... Work started 1vL J...4 _........_......................_ , 19.L.3. Work completed._..i? c `�._... _--- ... ..., 19_e3 Attach list of subcontractors, including address, designating type of work and the date each completed his work 1 (DO NOT INCLUDE FIRMS WHO ONLY SUPPLIED M_1TERIAL) Signature of prime contractor or name and address of firm who awarded contract (� S ALL WORKMAN HOURS THROUGH COMPLETION DATE OF THIS PROJECT MUST BE REPORTED AND PREMIUMS DUE THEREON MUST BE PAID BEFORE A RELEASE WILL BE ISSUED The above must N ramPfe[efr filled out by party demandint release and muted to Olrr.pfa note. 1 a S� CITY OF RENTON - UTII 1ES DEPT. TREASURER'S STUB Cedar River Pork — Renton — Phone BA 6-51 50 RENTON UTILITIES DEPT. PLEASE RETURN THIS STUB WITH REMITTANCE MAK'c CHECKS PAYABLE TO CITY TREASURER r. Ceder RYer Park Renton, Washington DATE Nov. 26, 1963 SUNDRY SALES BILL 11 51 SUNDRY SALES BILL 1151 r Maplewood L.I.D. _Maplewood L.I.L. b ?ack Wilson, City Engineer Jack Wilson, City Engineer City of Kenton City of Fenton I— T- NT DUE 6 r --d-d i WO i1n64 To move water lines and services in Maplewood Labor 153.2 Material 148.2 Lcuipment 28.1 Overhead 22 35 S I +, 352 58 I I I t I i I k ,I 1 S.S. BILL 1151 I p I P t low q. A. Lc) ie� Cc,© IMIP IIOO � t t -cs-- _ Le L, � . `.-x H w - ~.•.----—�,.�,�vC� v� c�^'sue. Lc IMP ZOO© I-o T X S i' N M . StL�.tC ►-� t 1 i I ti L.o ET 4v 1MP JO 1i-ti a >jr`tK-�L l 3 o L " M " s LaT 4 f3�k "` l.�> 4S0 IMp lSS`C� �o-r 4.Zo I wj' 14 aC- +X.✓ ei '. t,,� R i Lc::, 4.50 Cr+P Z� aC r W to t-1 .rT. 'IO. Nl , 8�. i v p z-� C,e " M' �-r; `.:-ems•- ls- ti �..-r �3�c. UL TMP ZOO TL (a Ea) I C V T L L r� � Wa.. rt.)t--- t K.J. (off I l .B M n^ i P '�S 'ii i {Yt� f i l : r i THE t C--� tv�o- t�,ry2t> o , va�_ l " Z ZJ -`7 Z.<7 �TtK.NtaiGL� W SpvN.r��E 4- Nib Z Z, GpQ i z_ t To i © ! ESQ Z o -lyo7�-� car1 � t�, ATV(L�S _4 t O Y '� T a '7-r��•., P�:.�,.�D v tom. v� ,� I ��+= Pi�•oPC'�SE'.S� L. ►, G, ,a.e..t*k. -�-,1 �8l C.J �"PIh..T �lCar.,EA Px3.TtTtc�YV .. : . -T !r>. OS,c III P f\/1 E-IF - ET —SLih�Y �. fo r.a PcTi'nr., ! C) 10O 3 1 ao ' foam ! -7 5 ' %Z 7 S ' i 75 CDO S&L 7 i-T"4 �10 ,,�. <�oti 74 J"r, e J I � c 4 °g li S 7 o i I, 877 d �-b10 v 7, -7 -:n-,i . 3' (o 7 1 Oj 7 17r, �G 1 OJ -( jt r� Z r� 700 ?--5 . i 14J 't)oo 14� C�co 1ca 'T/�- L_ ZOO l 35 t35 460 J c z� -4- 1 t. 2 2 3 5 0 ] 7. 0 3 6. 1 3 22. 35 -f! 11. 864. UU 11. 87fLU 0 8. 94C. I 8. 906. 2 5 1 3. 41 8. 910. 00 1 7.n 3 & 1 3 8. 9 1 2. 2 5 11. 864. 00 8. 917. 50 11. 87000 7. 73175 625 1 Q7 12. 71 8. 91 0U. ') 5. 7uO. OL . 91 225 14. 9UlU00 8. 91 & 9 1 7.. 2 0 1 3 5. 4 6 0. 5 6* 7. 7 3 1. 7 5 'r 10. 712. 7 0 2a700. 00 14. 900. 0 n 7. 4500 - 2 1 7. G 9 57 8 * 1F 8 6 U 232nri d60 3. 5 0 8 6. 1 0 6. 7 u 3 1 a 1 u * 6. C U 6uU * 4. 5 J 4. 5 U { 4. 5 u 4. 5 U 3, 6 U 119 u j{ 5, 4 !1 5. 7 0 .' 2. 9 G 86. 1 n * * f 11. 0 'J 8. 5 0 1 5. 5 U 2 n. 5 it 1 3. 5 0 2 4. 5 0 { 15. 51i I . 14. 50 23. 5 U 20. 50 1 2. 0 0 14. 0 U 7. , U 1 9. 0 t 10. 5 0 2. 0 1 1 2 3 2. U U 9 3 i t "M" Street L. I. D. Sheppard Heights Lot Block Name Land Improv. 3 1 Sparkman & McLean AC Raymond L. Brown #10081 87 Seattle 1, Washington $ 860 1,100 " G'red Peacock 1106 "L" St. Renton, Washington 860 850 5 " old. Say. & Ln A. Less N. 60' L. wa s"- 3208 N. Lr on, Washing`Rrr, 5 N. 60 t �Peo<.nw t M�Leas� wCj 3co lava i 2 Met. Say. & Ln. 4 AC Maynard 0. & Rose Mae Svar 1318 "M" Street Renton, Washington 670 2,0:`) i If Seattle Mtg. Co. AC Edwin N Bakken 1310 "M" Street Renton, Washington 000 19350 i 3 " John Dunkel 1302 "M" Street Renton, Washington 600 21450 4 " Bernard W. Spunagle 1246 M Street Renton, Washington 450 1,550 4 " Seattle Mtg. Co. AC $ Charles K. Fore 1004 3rd Ave. Seattle, Washington 450 1145C " M " S T R E E T L. I. D. S B E P F A R D H E I GHil T S (c o n t ) Lot Block Name Land Improv. 5 Si. 2 Cit. Fed. Say. & Ln. ACJohn "alker 1228 "M" Street XXXXX Renton, Washington $ 45U $ 2,350 5 NJ " Wash. Mut. Say. Bank AC Eugene R. Methven ,- 1101 2nd Ave. Seattle , Washington 450 21050 6 N . 60, " Wash. Mut. Say. Bank AC George C. Johnson li01 2nd Ave. Seattle , Washington 360 12200 o " Sea. 1st Nat. Bk - BroaJv!ay Br. Chester P. & Eathrine Base 1216 "M" Street Renton, Washington 390 1,400 6 & por " Cit. Fed. Say. & Ln. Assn. AC D. Yadney Box 239 Renton, Washington 540 700 i jt " Fed. say: & Ln: #test 3100 Sez"I-w _mac S E C T 1 0 N t, - 23 - 5 T. L. # 104 R. F. 'each 124? M" Street Renton, Washington 720 1 ,900 d e " N " STREE T L. I . D. ( c o n t ) i SECTION 4 - 23 - 5 _'r. L Name Lard Improv. T. L Hl 1st Fed. iay. & Ln Assn AC Raymond Beach P.C. Box. 358 Renton , Washington 570 1,050 s ^ 126 Wayne L. Tiffany 290 200 3026 sunset Blvd. E . Renton, Washington T O T A L JIPW maw TOTAL A S S E SSGD VALUE . . . . . . I Y — 14 A I i z ) 4 ... i• . 1 1 OR 1)�iL 4 d 37 • F ^ S I I 11 2 I z 39 u 'S ) 1S. PL 3 !4 I j !) 1L t4 F t I I 1 1 Q(D H ] 4 ) I) 1L ail le 4 • 1 1 T ' 31 ) L I TL..1' IY '� I l: 44 I • !o 11 1e 4 ) 1 I IS ] y 13`"AVE 1 3 1 10 1> 3 1L J B 5... 5 1 1 Z9 Y lid 4 1 5 , 20 12 I O 1 1 _ — -- — — — 12 "— —--—AVE —-- — -- 45 i� 1L // � f1 1 6 > 6 fl4 3 2 1 f � .i,e 1 • • . (I i \''�- L! 1 ' •.. ]...5. .t 4_ 740 V � 1 ,•.,_. :. 1e I s.. +., f f 4 7 : .1 . D `.�t 1 � 1 1 \ » . 38 tf: I s lo� T it nii�l� 1Y � . .3 ! 1 14) 1 13 I 10"::',coos, •.:.. n Ix CITY OF RENTON 14 to 11 ^ ENGINEERING DEPARTMENT � a N 7CO SUWJ 5ET —' rY P20PFG�T SIGlJEp 33 32 t n 24 4 D*AWM �c.�l-? DAT£_1.�..�.L'L u FILE NO. euteKEO —_._ SCALE_1_.�i�X.t—_. n[LD » K_ tt1 - s LL, Li+,J n ' e f�] APPROVED _ low ldkllmglmL"- Fi . . l•:it r` Ay^�r ",f."Rtx^"•..- •,t the ';'tj; �:ouucli [S9Lt.Jzy i7a°;:`iia�^;L oi,. V:eatl@aeI«i •1 Than uasdsreigaaed saw++*a Uf u^o';eX•t;Y s,di _ in �I � y . 'Wiastaieattton betarsen_ !) AU of Mhiab lies withit the area wh � by aaN Itit rt Sanitary Searwre, rwepectfr;lty petit#on you hoaorabls of Aexwr tc ronetraoted within the stid 1i,tits at the o' the ¢rgp'srty ur accoreanos ,nth the laws of the :abate of Waah'.ngton and the ordim was Of.tbO CitY of Renton; said isprovmtut ::o oonsist of IMS',.U.TATItMV OF .".'iY?RaHI LATE:-td.:, SIN SIiMi:I S 70 PRO WM ;.M AM AFMTVARCF5 and to be all* :ad ca% structsd as per the plans asd wpercifiratiofts to be prepAred by Lhe City ;;ugi& re of tia City of Renton. hiss Wds of paytrrwt for the se d im Msvemmt to be gay the crewtior, .rt m vraesmmle t 4i.strl4r:t and the 1etiylog of speoW assaeawnts, &*wording to the bwaetits jvm the lvrvPortX lbeluded in said asasomm district, ea the &ease shill tarsafter *a eetabliahed and d 'rearmined, ae proviued for eadsa• the Or.!lascak*o c,r tb* CitT of Rehtm, asd tlx warm of the Stwte of VaehitWtor. 'ie, the rrn`ersigned, do nwrohy ask forth asd am tlf^; that we are omera, acecrd.. ;kj-4 to the records in the office of the Auditor of fine; Catm,.y of pra¢ssrty to as aggZhatte mount of a m,jority of the 1.lnsei Iroatage opera thn+ 4rWatovsa4nnt to be Ands ani of the area pith• 1 the 11&oits of tb@ assesswwut dieriat to be wear&+& ta,erafor, ,r 14ts4 at Renton, %.'.stg Couuty, 4whington tt,ik� HMO Prtitlwft" east list• bf' lot, block and aaiditAgo as oweved. So a44patW* bF agent *till be allor.ud, ?ant�nA anthavity of n"r to sign arsoaatwni,as thin pwtit"ass An vrit.ift'. 32gaasttu+- s. teener LOU Ilatok kdditiwi Uanur�e 4ddnaas O rr at lnl�CS� fit Ad rx", ` .; .. :. 4�J,Z. Ai r as � J • -. _-s.J.woi.-�.__._ _...._�-.�=M-6 !rw- Ala^^.» i �' 1�I�irlc - _ _ y.. .� _..a --- f �, �� 3, 4. � 5 i b � I --- --- _ .__.--._ .._ _ � ��- — 8. 1 9. � is t i. I�. 13 !4. 9 CITY OF RENTON City Hall - !'•� ��_ - RENTON. WASHINGTON ""� iN —`�,�.' J�',� •J'�/ 1 Mrs. 'aynard 0. Svar 1318 "M" Street r Renton, Uashing^ton i 71 rJ'J '�' C. ✓ e• w � o .r y AI 3 ? a7be Ae /�� I ►r « ° aA Gegr 7ec b M b Gti '► •✓'f / � ra C '���r r✓ `' f r j' i r C*' � I I S I • 1 n V f kill ar )10 3. f 4 1 s IT it Ilia w _ 1 M fl P f 31 3fL lit for• 1 1 T - ._� :�N � 1 fi13VE rJ t ) ki to . iS 7 itI kill 1 I to rT t �_. _.� U w .1 9 + 5.., '' s •i 1 slp s t 1 45 d> P� •-{s � , , � � 0 1 1 a 51,4 1 ) L! i ♦ $0 nn.� D9 I s ft Tx > • V s�1 yy�— T.µ �% • �' L,�. I L 'i' •fs'a o. ! ♦ 1 6 f 1 iT« A+ •~ •yl /f /� t :.:. I �.. T ^ 4. frtl�� 4 E ....1._ �7 J ��; 1 �V, ,� �� �, L• ....� � ! Lo lu •t ins y (� �1 4 E � . ff y '� f 1 pL 1 7 --'T�—•t v1- 1C ' � r /a�/1.` tx ,1 I � T •1 f �ate! � • E �� S-! ♦ 1 1 t I tern l K t 37 t r ,GIs CITY OF RENT-ON rp F, NGINEERING DEPARTMENT eej " !�12C7GQS�O ST F F= L. I• a. 53 L, +w te2•C F-1 An 1 =L)L, S rl�6 Ko t t _ _. W'Dw «.a.ix _.. i SA.N ITA �?Y avow "M" STREL:'T SUNSET (34.vU -,c- �2z. a✓E , f,► . 10' OFFS ':T To 2srw4j tiov. v b CUT LEFL �R1641µ7 1A. E x,NN 0 4-00 400 .79 386,55 14 .2A + 2 — 40I , I -7 �S7 ,75 + 50 + 75 --- 1 +GC? 40_4.-Z(o ,29 1 Z .�7 - ---- 4 O 5.7(o 'a=2- .47 43 .Z9 -- + 50 4,0 7. Iq 93 , GP(o 13.53 Z, Ck I +�S * 2 5 4-50 4- 1 Z 34 396 .4,0 - 475 4 ; 3,8� 3 . s8 14 31 3 , 4 ! a 400 ,-77 14.4cj +'yC 4 ! 8 -t 7 403 , i 4 7-L ' +'75 4t - . 3)G 404 ,?Z 1 5 .oq M H* t 4 *OJ 4 2.0 . Z8 40S.5C 4 15 + 25 42I o2 IO `-�) .70 5,3? —� + 5C 4 Z 1 . 5(o C U5 ,SO I� �.a P_I t 4+55 +75 4ZZO.5 40�, ,09 t5 ,'4 E 4� ��, 42 2 .:_�2�40(o .Z9 i co 3 i +-25 gl4- 0� ,48 2! S it Gs Ito.9 I PJ EIZ� _ E, 40 - r75 0 424 .07 40� ,Sb 17 , t 9 . 2S Z.q , Ty 402 ,27 t7 , 52- pI +17 + SC3 424 , W) 4o-t •47 R ,41 + 75 1425 .3¢ 407 .(7 I i A- 7 s "Z 15 Q 2�2 T `oaaT�e�w� T.TAT C>N "Ia �f►.'i�`ti/' G�Lii AC_A4 �3.)" lCC'C j121G41T _� Va 1 +00 q 2 . 1 1 407. 87 V 7 7-4 215E EP —T +-30 +? 5 _ t_ 424 .93 406.0(o i G.87 - _ 50 o q 24 .8 MH,lz —( +SU 42q ,5i 40$ ,46 ► �.c5 ���T " �a4 +� --r--- -- -- -- n a a r SUQSEA e "vCJ TO - I2Tz 4,vF , �'J . STa� o r. LOC 'T 1 I O N� _ ELE\/, CycZtaCes GUT LEFT R2 T `'TA 1�F1 0 }00 4 00 .-7 9 386.55 l/A .24 + ?- 5 T -1�0I . I -7 ?'�s73 3 44 1 _— — � 75 40� . 2.3 3 . 13 +00 _+ 25 405. 7Co 4-1 )L .47 13 Zlz� ---- --__ (oG 13 .53 77 } � _ 41 -75 4 Co + 2S r 7 4 �' -- + Sc 1 B .'t 7 4•o 3 . 1-4 7 2 +'r 4 I � . �-�� �� L I s 4. 25 4 2 1 O2 I C7 `.a 70 5 3Z i — '' 75 4 22.03 40(-, A9 5 +00 _ 4 4 0�n 'Z9 c„ -�3 3 �-25 42 2 ':,e 40t-. Ag I e Ek S+ZS r75 �~ (1 4 !4 -07 40L- .e % 17 , 19 ro +Ct: 4�? .05F , 1 ? . 1O }� 424 . a9 4,,)7 .47 1'7, Al 425 . 34- 40-T .G-7 0 .4`1 i I l i ' M STR. G �`T `:t:•r..s 5 E.T E':LV U -'lT�- 12 T.lx /a�.l� F.a. 74C•T' I-i 1114cT S7 + 25 a� 24 .`33 408,0�o ta.67 M ki Z J +8Q — Q c�`1 . 4 Q U R M N 1 } �—. —1- , - ._.. LT is 12•a.w- R `,1 City of Renton Sailid Sewers Date of Bid Opening, Oet. 21 CAL, FOR NInA� l CITY Or RRNTOR. WARRIOTOY Sxled bids wl;: be accepted =11 5.00 o'elork P. M. Moud.y. Oe 'be, 21, 1843 oe presented to the City Council at 0:00 o'clock f y 1 CTTON of for the O(EN. BA'TRl NT'fARY SFWER SYSTEM in 'W* Street from 12th Avenue North 'o Son- W Boulevard Eaat The approximate nuantiliea of l trork are 770 feet of V pipe 4661 feet of 6- pipe. together witil all neces.ary manholes, tees and up. purtenane". Plans al d Specifications may be obtained from the city Enai- near upon raralpt of a depo.tt of 110.00 for each Set The d, posit vlil be forfe'ted unle.«' plans and speelfleatlens are re-'turned In good ^onditton within " days after date of bid open- lag Washington $late Sales "tax .hall be Included AS a aeperete Rid Item. Federal "xciSe Tax sFall be excluded, the Ctty of� 4�n tnn La furnish exemption Cer-I ,,flee ,t Certlficd check or bid hoo In the amount of five (5) per, cent of the total amount of bbl must nerr, near each bid'. The Ott renervex the rlltht to relert au- and/or all bids and to wive any and/or eli tnfor- malltles to the bidding. Pq-ment will be -h wsrracta drawn upon I 'L.,,.- . lmpprove- ment Fund trf^t Nn. 260" HF.I.MIB NFLSON,. City CI-rk. Fablished: October 9, 1963. ' (9929-B) S i) ROOM SaM _ .__October. 30a__1Q63__ .. _ (Date) Gentlemen: Receipt is acknowledged of 3 _copy(ies) ofMUQpV Mans andha specifications for... Sspicary_Sever,.,L. I.D. _ �. 250. ........._... _. ................_ _ ............. - _submitted for our kxfi review and/ae approval. POLLU ON CON ; OMM O 4 7i f IAILUED 2t fir. o. DEPT. I . THIS SIDE Cf'CARD IS FOR AGCRE55JC� - l Mr. .Jack Wilson City Engineer City Hall Renton, WashingLo',. i i g i a t�V October 28, 1963 State of Wathingtan Pollution comarel Cesaaiesion 224 fled Capital &41L.4JIW Olympias "Marston Gentlemant 3ubmitted herewith you :rill find thr"o Copies of the plane and specifications of Sanitary Sewer L. I. D. No. 250 at required by R. C. W. 90.48.10. Your ecslieot roriew and approval would be appreciated. Very truly yours, GM OF REWran Jack V laem City Engineer JWIM Enclosure f p S, October 251 i963 Honorable Frurk Aiiaiitr XaM Yam ers of the ".ity .:ow-" Rae ids -taoelvad for L. I. D. 250 osm:lmeme Tb* City received b biAa on L. L. D, 250 for the installation of a 8w14�ry ` wer in "N" Street. fhb results of which are an MIM S 8 `7 'Liar Amount of .id i. N. C. Proem iS•395.78 2. Hauler %M+iraetwa de41'.9tl 3. S"P@rUr Ceourtruction rampwW 3,5AJO b" I** Colwwio 9,V000) 6. Pa 1L: Gonstructiam 120750043 It is the recommeadatian of the Unitatim Cm mittes, City E494 wr and yuparlutrndent of Jtilitias that jwv* low iid of M, ,. Pro" oe accepted cad that the ILWW and City Clark be authorised to sign the contracts upon approval of the City Attornay. i r 2eme i s { 3ctober 28, 1963 Hagorable Frantic aliment, Mayor Kabsrs of tha City Council tat ]ids ieceived for L. I. D. 250 ilentlement the :>ity received 6 bids on L. I. L. 250 for tbo installation of a 5a&Wtarp ',,ewer in "lei" treat. The reaulta of which are as follow bidder Amount of Did 1. W. C. Frost t5e3Z.76 2. Wniar .ontractors BAR.& 3. Sm"rior Construction Comparq a 951.40 4. Nwnk uoluccic 9,49o.0o 5. Harold Kaeser 9,975.69 6. Patrioelli 'onstruction 12,750.40 It is the recoar"andation of the Sanitatien 3ocritta, City Laginear and SuPerintandent of Utilities that the low bin of W. C. frost be R acoepte.; and that the Kayar and City Clark be aWwriasd to sign the contracts wpm approval of the City jittwasy. ,. �-tof Ut t s s on ti 3 f P ti )ctober 26, 1963 Honorable Frank Aliment, Mayor Members of the City Council Het B_.Se `tecaived for L. I. D. 250 Gentlement rho City n>cei"d 6 bids on L. ;. D. 250 for the installation of a >anitary 3ew3r in OW treat. The results of Which are as follows: 3idder Amount of Bid 1. W. o. Frost $5095- 6 2. Rainier :ontractors 8s,432.84 3. Superior Conetr7cti.on Compa.V 8a50.40 4. Frvnk Coluccio 9,49u.00 5. Harold K..esacr 9,975.68 t 6. Patricalli Construction 12,r%.40 It is the recommeudation � the Sanitation :eer,ttes, City Engi.nesr and Superintendent of ultilities that the low bid of W. 1. Frost ^ a.cepted and that the Mayor and City Clark to authorized to ai.gn Lhe contracts upon approval of the "ity Attorney. City Fngimer i uper n nrTEITrMs -- Mica t S JArme i4 i r October 28, 1963 State of 'iashington Pollution Control .otmiasion 22L Old capital Atildlat Olyspia, WAkabington Gentlemsnt Submitted herewith you will Sind three copies of the plans and specifications of :unitary 3ewar L. I. B. No. 250 is naquired by 3. C. W. 90.48.10. Your earliest review and approNal would be appreciated. Very truly yours, i CITY OF tiMTON 4 Jack Wiluan City &agi.nsar JWtmr Enclornv r I ; F ti September 23, 1963 honorable Frank Aliment, Mayor Members of the City Council C Oentlement 4 authorisation le requested to call for bide for L. I. D 2500 the !netallation of a .sanitary _ewer in "Y" itreet, between Sunset Boulevard and 12th Avenue North. bcto§er 21, 1963 is the suggeatnd date for ope, „ of bids. very truly your", Jack 'Wilson City Engineer JWtr: k f' f f maq a rawom Le I, rj r we A N Sin JS pu� on _ F1rao� Ti► b' "r SUM% numat 101vd. Fad + t* T 4441 d am* i 4 a i �tt f< li MP0SF.D L. I. D. 250 I :tipproximate Size of pipe On P wa To _ Street Sunset Blvd. East Approxima''A 76j South of Sunset Boulevard :apt approximate Size of Pipe the From To "it" Street .;upset Blvd. gat Approxiriate 76')' South or "ILlsqt 3oulavard :a t i f S i :,eptombor 239 1963 ^"able Frank Aliment, Kayor :. to ,ers of the City Coupe:,. aentlew+ent %uthortsstton is requested to :.xll 'ter bide for L. I. B 2$0e the Lvtallwtion of a saniUzy 'eror in `S' treat, betmem 3tmset Boulevard and U th kyamn Noe th. DcL*ber 21, 19f 3 is the suy2ested date for opwting of bids. Very truly yours, Jack dUson .",icy ErAglnoer JMh NO i 0 i 250 on 2ra.:4 � ,:p�n�xL�14c Sias as 9" o " Str ,t .tum"t ` vdt. '4wt AA -Gxlwts 76'.)' :mouth of Sunset ,Al,t9rd abt k i a "7 I tj Au.wt 5► 1903 'ionarahls Frank aisawat► ayw "x:bers of the City Coxmil gas retitipn .or a 3ani'.4ry ::+ewer L. I. Do an '"(" a'treet nntlrroams A check of the '•v:mty :uacords reveals t' e. the c"tit,oa to create a WO&I Irpro"sasnt uictrict for «AnitL y -swars on "M" street bwbmmn Swoet ;ij kany and l2th Avwmas Worth was sign•d by of the smum of the souctting property an-i 71,oG of Va c,sn, �f the total area nit'In the bomxinriss of the prc•wsed distri,:,., i therafws this pe'Ation moots the requirements for validity. The assessed val'a of he Led for the putpessa of `_xjt.oa is $c►790.00 and the faptov=mts ar assessed at $3A#150600 at twice U* lend asnesenenta plus one '.Alf the i.npMv sent asgnssysnts t'ais sat:blishas the Unit for L. f. D. aasesomeMs 4 $22►4>5.00. IUM are no outeL"AARI ascwssm ats s"In the diabri I thsro- fore► there 4 s�L ,'ioiant vsluatim '.o support a L. I.► n. 14xv, eet•ablis'In& n*" of fin-ancim th*s laprOVO nt, a preliminary aaaesweent roll shoule be orepired ze the nscensary .earl a..s `,old, Very truly yours► Jac '.Lem .ity I'm tnjer JwSMc r Alk-cast 5, 1963 =iouoraole Frank Aliment, 'syor Members of the City Council s. Petition for a .unitary Sewer I . I. D. on "M'� Street Gent la all: .i check of the -"Minty ;acords reveals ,'iat the j-,tition to create a Local Isiprotement District for :unitary Sow" - n "M" Street betweer Sunset highway and 12th wenua 'forth was signrd by IIJ,9t of the owners of the abutting property and 71.6f of the owner, t'u total area with" the boundaries of the proposed district, therafore th:s -mtition mzets the requireernts for validity. The assessed value of the land for the purposes n: cation ie $6,790.00 and the improvements aro assaa.•ed at ':13,150.00 at twice the land as iossnants DT one _ al.° tho Iaproven t aasoe went, this esi ;blishes the lin_ . for L. I. D. a.,aesaw:.ats at $21,655,00. Tbare are no ortstanding as::aeamente within is distriob; thers- aore, ;.;)are is suf Acient %aluation to support a L. I. ➢. 17y.wt sat"blit Lng means o. f9n;ukcitig this improves-,at, a preliminary asassaaeeat roll should be preparod ad the necessary hearin;,a held. ilery truly your*, desk Nilson City Bngintsr i i CITY OF RENTON RiNTON, WASHINGTON OFFICE OF CITY ATTORNEY August 12, 1963 Mr. Jack Wilson City Engineer City Hall Renton, Washington R : Proposed LID No. 250 Dear Jack: Wu are handing you herewith a copy of a proposed Resolution that we have prepared and that you ne—e to complete by inserting the location and kind of improvements to be made, similarly to the Resolution 1181 that had been prepared for LID No. 249; otherwise the Resolution is complete except for the date of hearing which we presume will be held sometime in Sept.-,mber. You will notice that this Resolution is actually in support of the petition and is thus considered initiated by the City Council instead of by the petition method. The City is, of course, at liberty to proceed on the petition only and forego the Resolution b ut we have hereto- fore usually ptoceeded by the Resolution method in support of any such petition. It should be remembered that the Resolution, after its adoption, must be published in at least cwo consecutive issues of the City's newspaper. Notice of the hearing upon the Resolution must be given by mail at least fifteen days before the day fixed for the hearing to the owners or reputed owners of the property in question as their names appear on the rolls of th, County Treasurer. Thu Notice will have to be in its customary form. We also suggest you use the same type of notice that was employed in conjunction with LID No. 249. If you have any further questions in this matter, please let us know. We remain Very truly yours, HAUGAN 6 SS,HELIAN !11 By Gerard M. Shellan City Attorney GMS:nJ cc: Helmie Nelson, City Clerk Dear Jack: Please give work description similar to the one contained in Resolution. No. 1181 to City Clerk so it can be inserted in the stencil that we had prepared for th,- balance of the resolution. I II ,ise 19. t96) Amorahla AMA AlSwat, Xeyw j .wAb"s 'it the dity colmil zu, ?stxtim fir Anitary 3awsr b. I• D. an Stffm4 batmen 11th +vanw► Math and ;uasat Righ"q 'lantlsrant .Wmittod h~lth is the prrllaUMS 4 018"ts and "ZO aant roll, for tho ropossd Loo.l Impr ement Dist-Lot to install >anitery 5wwrs ;n "W Jtrsot 5stvsan Inh xssnut .4orth and 6vas•t 'AghwAy. ?be prulimim►ty astimm fkr , hs wwk tialudinr aontii, -wiss crd � it >;;�,358.".�3• parr truly yonra, :aak Hilim Aty 7 Sn.a New b . I NAM" IMMIAW-1 tu.,ust 19, 1963 r i i i "onorable Prank Alisant, `aiw ':awbara of the City CoWeLl :ie: ;etition 'or -4zdt"T Sewer L. I, D, on eft' Street 12th '.wmir North 4m :,-Mwt Wh=Y Y Cuntl",I l .'ubsitGad herewith :s `ho preliminary istimate an asaeaewant roll for the '1vpced Local impromarmant District to itutall .anitary .avail* S.a '*,'0 J'trset tAtween 12tt urine Borth and Jumet Highay. Tb. preliminary "14mate for , he work Lzoludlxw contia,-noies -nd angiraarrint; is Very tz'u3,r mu's, .c UBon ,.�iy �:aglrysar Jirtrsa a I l a t ak _ �itr�imn� august 190 1963 :.onorable Frank Aliment, `4ay Members of the City ^ :urcil Ra: ?et?.-ion ;or ..anitdry Sever L. I. D. on "M" Street betw,!n 12th Aveni:e North eLid Surest Rigs Cent"Mans submitted herewi,,:h is the pre'.L,ais:ary sutimate and assessment roll for the Proposed Local Improvement District to install sanitary Sewers in "10 Axeet 'between 12th avenue No, th and ::onset highway. The preliminary o,stimate for LYi wtirk including contiA,-incios and engineering is V0058.00. Very truly yours, Jack Wilson City Eagi.nser Jta I= ;e IiS f i i I Tecentar 9. M3 Itanwahu :)Faak almant, Mayor MsdWO of the Gity Coimoil Garttlsnant Submitted hwrowith and reourmanAed for psywnt is tho final satimaLo for work performed by vrost •lcnatruotion Goopuge "F," Street L• S. Do No. 250. Lle amount due th" c—itractor this date U '4*966.?9. Tbes work under talc contract aas connlated and aeoeptsd bF the `401e,rir4, 0apertmant on Leeambor 5, 1963, and aOOq*ww Va ".lty m=il is raaxawwWad as of this data of )-**amber 9e V6., If after thirty (30) dVejo rue lime cr u.aw tiro fled a�"mintt the i rojcoat and upon proof of pa;mmt of t x it ibilities, it Is resommaAsd the retained a of 5,51.97 be paid the Csstirsia!• ;.>3cTi -M cORRICT VIM E : 11��e soewnr 9. 1963 i{pnaa'able t'rt:,k :1Liment� :iayor `!embers of the City Council Rot final %oata for L. T_. ';. 250 Oentlmwt 8uamitted harem th -. d reou.:zsnded for as prty al are final **On . T. D. M to be c,-ux,sd :u;ains6 this district. Catts,rsat .UnIA nt �5 J518666 rAgiteerlat; 700.00 clerked 'oat 1.42.O0 Areaverer's lost 50.00 Transfer to .,treat Lepantnettt 350.c,O Tntermart on ' arrants 75.00 � Gj u,b G Nv� Total :;oat to Astrict 4i835.66 I'm prolirdnary swUmatte was in the mmunt of ^3050.00d thew• fare this final *oat represents a reduction of $1r522.36. This sa izo wae; aocosplia:Md by rewivring , very f&VW* ►la bid on tit6 iP,—•OVAmnt aM the a ility of the lit o provide for ;rood trAgm. tion and close coatral of the project. rho final :'.nsfoas �ti hold for L. I. tt. 250 is also submitted it this tlm and the Ute of January 20t 1964 is rsooaaaanded for the !Marine an said rolls cRTrFI:D Ofdia.- T i I l i A ti i ESTItv',AT� : FI . .P.L SATE: '� DEC. :?, CITY OF M" STREET L, I , D. ZSO W . G. FROST �-f^ GONTRAGTOR ITE DESCRIPTI0W tT -To7kL_ 1. 8" CONC. PIF�L� L-tW. FT S.95 I -7 7 B049 . 40 2 �o" cov4c-, PIPE- Lt t. , P i 2 .Z5 4O 1 15al. zs 3 6x �a GC7NG. "TEES EACH 4,00 G._.v—.- _-'- Z4,00 4 MANHOLES GACN 320. 00 2 640 .00 5. 215E25 40.00 5 3Lo.oG G. G2AYEL BEDDING u • ! _-_1,moo __- � - - ___- "1 . SELE " aAC-K7-I11. CU vD 1 175 ®9 SSO,-IS SUB -70't'k+ - 5 5,3Qro.4-0 4-% SALE-,- TAX 2 + "y 2 Cs. LESS !�/a RETAINED V SS I . S7 TOTAL AMOUNT DUE TUIS 4 C.CG :77 ��9 1� I INTER-OFFICE MEMO Date From Departmental Account No. To� --Halmla X&I,nn Vjty__CirkL_ _._. Expenditure .' ccounL No. aci Wilson, Cf.ty Engineer P.?es=age_ Is: Local Lptowssane District f250 Dear Jack: you Attached horeto/Will find stencil for the proposed Ordinance in est!b?tabing Local Inprovpaent District No. 250. ".ou will notice that we have left a blank in Sentie- page 2 to be filled in by you outlining the boundaries of the Local Improvement Di; It did not have that information in the file. Would you also pleaseeheek over the balance of a Ordinance to sic cu sets with your approval After you have approved it, would you please forward it to t. . ,.ty Clerk for further processing. Very truly yours, HAUOAN 6 SKILI,AN OMS:ad sy Gerard M. Bhcllaa Form M1 - Mayor's Office City Attorney I f r �y SAN-1 M-STREET S-45 2X t� ORDINANCE NO, i� / AN ORDINANCE OF THE CITY OF RENTON, WA SHINGTOc', ORDERING4 THE CONSTRUCTION AND TNSTA'..LATION OF SANITARY SEWER LINES AND APPURTENANCES ON A PORTION OF 'M" STREET, ALL IN ACCORDANCE WITH RESOLUTION NO. 1202 OF THE CITY COUNCIL OF THE CITY OF RENTON, W,ISHINGTON; ESTABLISHING LOCAL IMPROVEMENT DISTRICT NO. 250, PROVIDING THE METHOD OF ASSESSMENT IN SAID DTSTRTCT; PROVIDING THAT PAYMENT FOR SAID IMPROVEMENT BE MADE BY SPECIAL ASbESSMENTS UPON PROPERTY IN SAID DISTRICT, PhYABLE BY rHE MODE OF "PAYMENT BY VNDS• " AND PROVIDING FOR THE ISSUANCE AND SALE OF LOCAL IMPROVEMENT DISTRICT WARRANTS REDEEMABLE IN CASH AND LOCAL ]MPROVLMENT DISTRICT BONDS OR NOTES. WHFREAS by Resolu_;on No . 1202 , adop ed Augus; 19 , 1963., °:he Ctty Council of I the C+ tv of Renton declared its intention t0 cons'ruct and 'astall cer .a`.t sanitary sewer lines on portions o "M" .itreet in the Ct',y of Renton and fixed the 161h day of September 1963 at 8:00 P M in the City Counc+T Chambers is the City Hall Renton Washington as the time and place for hear+ag all mattcrs relating to said propoard tti improvement and all objections thereto and for determin'ng the method of payment for said t improvement; and ! WHEREAS Jack Wilson. the City Engineer, has caused an estimare to be mode of the costs and expet,se of the proposed 'mprovemen'' a.,d has certifi,-d said estimate to the City Council, togai,er with all papers and information in Ills possession touching the Proposed improvement, z description of the boundaries of the District , a statement of what portion of the cost and expense of the improvement should be borne by the property within the proposed Distract, a statement in detail of the Local Improvement assessments out- standing or unpaid against the property in the proposed District, and a statement of the accurate actual valuation of the real estate, including 25% of the actual valuation of the improvements kG the proposed District, according to the valuation last placed upon it ;or the purpose of general taxation; and vHEREAS said estimate is accompanied by a diagram of the proposed improvement showing thereon the lots, tracts, parcels of land, and other property which will be specially benefited by the proposed improvement, and the estimated amount of the cost and expense thereof to be borne by each lot, tract, and parcel of land or other property within said District; and WHEREAS due notice of the hearing upon said Resolution No. 1202 was given in the manner provided by .ar, said hearing was held by the City Council at its regular meeting on September 16, 1963, and no written protest filed with the City Councii on or before said date , and all persons appearing at said hearing having ' ,en heard; and WHEREAS at said hearing, one City Council gave due consideration to the spec-al benefits to be recei% -om such proposed improvement by all of the properties to be included within the proposed Local Improvement District, and WREMIS the City Council deems it in the best interest of the City and of the owners of the property within the proposed Lo.:al Improvement District that said proposed iir-ravement as hereinafter described be carried out and that a Local Improvement District be created in connection therewith, NOW T'MMEFORE BE IT 0.2Df.IVED B7Z UE MAYOR AND THE CITZ COMICIL OF U12 CITY OF REHSON, %'C:.' >TON, AS MLLOWS: Section li- :he following sanitary sewer lines on portion of `M" Street located between 12th Avenue North and Sunset Boulevard East in the City of Renton shall b2 constructed and installed, to-wit: ! A^:^Oli. PIPE SIZE _ ON _ FROM p g„ '4f" Street Sunset Bled. Past Approxim_tely 760' South of Sunset Boulevard East. There shall beincluded in the foregoing the acquisition and installation of all necessary valves, fittings, couplings, connections, equipment and appurtenances, I n :-.nd the acquisition of any easeaieuts, rights-of-way and land that may be required; nd thete shall be included the performance of such work as may be incidental anJ necessary " e `ore�;cing construction and installation. y The City Council ',ay modify the details of the foregoing described Improvement 'a whe-:a in its Jvdgnent it appears advisable, provided such modific'Itionc do not alter the elan of said im?rovement. All of the foregoins shall be in f s-,ccrdance with t:+e plans and specifications therefor to be prepared by Jack Wilson, is k t%e City Engineer. Section 2. There is hereby established ind created a Local Improvement District I to �a called "Local Improvement District No. 250 of the City of Renton, Washington", the bound=ries C` such Local Improvement District being described as follows: The North one-half of Lot 3, all of Lot 4 and the North 60 feet of Lot 5, Block 1, Sheppard Heights addition as recorded in Volume 46 of Plats, Pg. 79, Records of King County, Washington; also lots 2 through 6 and the North 65 ft. of Lot 7, Block 2, said Plat; together with the North 150 feet of the South 630 feet of the West 11 ) feet of the SE4 of Section 4, Twp. 23N, Range 5E W.M. Section 3_ The estimated cost and expe�tse of said improvement is hereby dec`.-tr2e to be $335C.00. The entire cost and e:cpensa of said improvement, including the i cost and expense of all engineering, legal, inspection, adve. tising, publication of •i�tices and other o,�penses incidental thereto, shall be borne by and assured against the _z^ne_ty specially benefited by such improvement included in the local _mprovement district established, embracing, as near as m:,y be, all property specially nenefited by rue". improvement. -2- Section 4: The nature of the improvement provided for herein is such that the special benefits conferred on the property are fairly reflected by the use of the statutory termini and zone method of assessment, and it is hereby provided and ordered that the assessment shall be made against the property of the District in accordance with said method. All property included within the limits of the Local Improvement District above created shall be considered to be the property specia.ly benefited by such L�,al Improvement and shall be the property to be assessed to pay the cost and expense therefor as hercinabove specified. Section 5: Local improvement district warrant: shall be issued in payment of the cost and expense of the improvement herein ordered, Such warrants shall be payable out of said "Local Improvement Fund, District No. 250" to bear interest from the date thereof at a tate to be hereafter fixed but not to exceed 67. per annum and to be redeemed in cash, and/or by local improvement district bonds herein authorized to be issued, said interest-bearing warrants to be hereafter referred to as "revenue warrants". Such bonds shall bear interest at a rate to be hereafter fixed but not exceeding 6% per annum,shall be payable on or before twelve (12) years from the date of issuance, the life of the improvement ordered being not less than twelve years, and shall be issued in exchange fcr and in redemption of any and all revenue warrants issued hereunder and not redeemed in cash within a period not to exceed sixty days after the first publication by the City Treasurer of notice that the assessment roll for Local Improvement District No. 250 is in her hands for collection. The bonds shall be redeemed by the collection of special assessments to be levied and assessed upon the property within said District, payable in ten (10) equal annual installments, with interest at a rate to be fixed hereafter but not exceeding 6% per annum, under the mode of "payment by bonds", as defined by law and the ordinances of the City of Renton. In the case of default in the payment of any assessment when the same shall become due, there shall be added interest at a rate to be hereafter fixed but not to exceed 6% per annum and a penalty of 6% which shall also be collected. The exact form, aimunt, date interest rate and denomination of said warrants and 'bonds, or notes in lieu thereof as provided by law, shall be hereafter fixed by ordinance of the City Council. Said warrants and bonds shall be sold in such manner as the City Council shall hereafter determine. f Section 6. All tht work necessary to be done in connection with the making of said improvement shall " done by and made by contract upon competitive bids and the City shall have and reserves the right to reject any and all bids. The call for bids for work authorized pursuant to this Ordinance shall include a statement that payment —3— beak for said work will be awde in cash warrants drawn upon the "Local Improvement Fuai, District No. 250." Section 1. here is hereby created and established in the office of the City Treasurer of the City of Renton, for Local Improvement District No. 250, a cpeci^l fund to be known and designated as "Local Improvement Fund, District No. 250," into which fund shall be deposited the proceeds from the sale of revr - warrants drawn against said fund which may be issued and Sold by the City and collections pertaining to assessment, acd against which fund ■hallbe issued cash warrants to the contractor or contractors in payment for the work to be (, by them in connection with said impro� emnnt, and against which fund cash warrants shall be issued in payment of P1I other items of expense in connection with said improvement. Section 8. The City Engineer of the City of Renton is hereby authorized directed to call for bids. in the manner provided by law, for the construction and installation of the improvements authorized herein. Section 9. The City reset.-" the right to issue, in lieu of bonds and warrant, in payment of the coot and expense of the aforesaid Local Improvement District installment note or notes payable out of the Local Lmprovement District fund whenever such note or notes are sold exclusively to another fund of the City as an investment thereof. Such installment note or notes may be issued any time after a thirty- ;33) day period allowed by law for the payment of assessments nf said District w:`_hout penalty or interest, and such note or notes may be of any denomtmtion or deucminattons. the aggregate of which shall represent the balance of the cost and expense of the Local Improvement District which is to be borne by the property owners therein, and as further provided by law. i PAS6Ep EY THE CITY COUNCIL. this 23ri !ay of September; 1963. Helmie Nelson, City 'Clerk APPROVED BY THE MAYOR this 23rd day of September; 1963. Funk Aliment, Mayor APPROVED AS TO FORK: Gerard M. Shellan, City Attorney Date of Publication: -4- A�6tiwr +p �,,:,<�.�v-gar�,�. •• �iI�1 __� . + �� t Y t� S I--'0'7 y 7S m � i ZtSo wao B,aaa = i8,'7S o M, Op M I .15b,.coa33b3 1.50 0 r ri j I F I 1 i } �. ��ww�► � 1 t4 1 F G��" T �-'1 J' ��QY �\ �, Go - n� i '� �Q 'l+ ': f V �� M t ^, ^� �; ze.oSXt�Y°°ses35�•G.Zq h I �t x ck, L C. q.e� 0 0 d ry 3°+6aco°6::a:.-:` �3•eo+ 3omc.>' a „ •.' lo,00 9 � 0 in in �e�oe"xc�S: Z4.1c•, j �aonc 008'9"y'�. .4�0._ 0 0 CeS _..—• '.onoKaS "1 S.c'>o a I m loo 1 1 s � 1 I I � 2.EA.P"i +•Z!`�,7 L�x "IS +c :�o's'��33` . nwi l I� i O G CQ7 = n t I I SG+C Z S Y..caofl333�J 18•'1 J OIIiYf i -fir S t---- 6 1 W pl N) 71 So po8°.3'a3 4 lT Y .y 1 � 1 N i I a -7 -7 , Lo-c 4 x_1'� I l5 r rl A ' IF r jv M ! 1� T-T L F-fi -7 z1 ,�`.r 28•a.�� ZS 3�x tao < ,,,5333'5, `,%-7 1 t Ot7Coeo14407 2a,Cao i � r I I c�c S- tzE.s 1 r Ju 0 i I i ,u 0 i I 1` i f a r 14 11 3 o P7 So-y� +oat Ac C- s l otb. !!Y Sj�>58 Sq T;Cc i'AGE J. tTD -7 o iUl4� LAlJ9 �T�G Z LrJs . Oo J ioia` wip 9 18� i5o % 5l5u� 2ly/o = -� 8/.��� 7, F Col31 --AC n)rD ioiQ� 9 C;�>p 1 .!�o ' ii . o 9-,86r. ISG IHP S,�N.-cam 15t SSO °lo I 'S,N,J�e--o 95. (0 17o r " 14`7�T73 �-T 16,1 �yP ZZ.� S�J I \5o f I rl(f),8z 7° a0 6t r 4q j ri 6) Ln O N — r n1 iul ��11 4l ttl r — f— — 0tjin0co O — 00 0 0 0 Qt(10 � 000 � — n� 1� 6� — rJDd _ N 4 p ri4- = ry7 �• u n P Il 5) �} I � • II II a rf $ N d M N d Y 0 m \ N ` 6 1 p� � d 61 N ! I b, dd� nl nl rJN � ti N d N rj 6, N till N i � u of � f P N n1 dl r > ,1 t 5 T T E F- T ts, B U !_ T 4 0 N S CCPv�. _ _ i Er -__ �. _ _ `_ � . E �� �T �i 4_ f t t. v\... . .._ ,. i '-•'i . _ _ - . i Y- H .. =I ♦aT:7 l F $•` �,rJ1.3 77�1 �' J�7 '_'�i�i t � J � .�� lL- ! J^ _ j g � . .� ^7 P; PE 3 � r •� ( i 3 .. �O ���i b 3Za0�Cf - _- - - u .` ) (-� c C K. JCR' .� � � � .��; '...�. '�.�1^7•. -? .:; , -. t _- w C. BACiCPiL!. J. �G 4C 1 0 O "n I _ f it I - _.__. - - — E- r - ,'. Cf�Yp II - _ { Ii _ r I ° NA �S; Ti::� EET I . D. 2 S v B I D TP B U LA, T ' O S I vv. G. FROST 2A �itEl2 '-OI1TPACT SUPEG_'top- CONST F"ZANtC COLUCCtp 1A2OL0 JA 5E�2 PA T�2 � CE1 L1 UCT 2!, 19G3 802 "M' PL. 1927 ! ST A'JE. SO. 4�10 3-7^-' AvE. S. 7?73 SEWAKO PK . 3to29 '�4Tw S. 531� iZA1N E" AYE.50 T2EtJTOh! '�/N. SEATTI_E, WN SEATT`1"E, WN. SEATTLE, ws ;. SEATTLE VJ1.1, SEATTLE , Wt�:. _ - 11NtT U1.tIT - U1ttT TONAL 1TC� yn.11�Nr � PQ11 GE J/1iT Uti1tT TOT/>1� TOTAL TOTAL i T+JTAL P210E TOTAL p2tCE P210E PQtC� P2tGE 8' C04C. 770 3.95 13,041.50� S .75 4A4-Z D ro 5,082. 7.00 �390.0 1., ST 7 .00t 9: ���0 . _ P! PE Li�j ;77, ---- - - 6"CONC. µSO i,012.50�i 4 ,OG 800 .CX I �.-7 ! E,S-' S 4,88 z l9 4.0 1 800.00 c ?TOO 0 PIPE llhl, FT 2.Z5 ( -- I I DD 39. E34.5 30 .00 3 g 13 4 00 ! 52,00 1 2 .00 Z�.lX�; 8 O 3 . CO► :C T-F ONLY i 57 D. t i 32Q00 O,rn 490,OG - ;;a' 390001 780.0 443.00 88�.0 SZQO 04000i G50,00 1,WO O M4,NNOLE ONLY i 215E�c51 9 4p,00 3roO.OG 50.00 4S0.C7 ZS.00 22 S .O SG,OC 5041J Cl Sa500 750 675 .00 ONLY I - P2AVEL 2 S . SCz I 3�7.50I 5.00 ;25 G.o I50 .0 2.0 50.0c3'O 9Z. �.G'� IS01�o 3EDDIMG CU.YD - ILSELECT 2 `� 7s 43.15 4 .rJ0 !OC .Gt` 4 00 100.0 ZO 50. T .2 JSO 7S' BAUPILL Co `!D 3. ROCK to 0 to ! t .04 20 .00i Z00.00 I�,00 120 . 1 .00 I0. IG. 1�0.00 BOO EXCA.�/ CU•YD ' - (9,1 z 5.0ca59Z I2,Z�OCC 5UB TOT ki- I 188,G5 S, 108. 8,222. I 00 324. 4 328. 3�5. 383. 490. 207,s.+ - - �, �agg0.0 .975,68 %� Z.7 040 TOTA-,L. l�,N��. or E3 D � '395 78 8,G 2.84 355I, - I i I i SAN-1 LID 250 S-45 M-Street Contract THE CITY OF RENTON KING COUNTY, HASH1NGTON i SPECIFICATIONS_ i i BID PROPOSALS i FCR: "M" STREET LOCAL IMPROC12-= DISTRICT NO. 250 Authorized by City Council Resolution No. 1202 Ordinance No. 2053 s THE CITY OF RENTON KING COUNTY, WASHINGTON SPECIFICATIONS g BID PiOPOSALS FO.t: "M" STREhT LOCAL IMPROVEMENT DISTRICT 140. 250 Authorizad by City Council Resolution No. 1202 Ordinance No. 2053 .d a- i THE CITY OF RENTON KING COUNTY, WASHINGTON SPECIFICATIONS BID PROPOSALS FOR: I'M" STREET LOCAL IMPROV::tENT DISTRICT NO. 250 Authorized by City ^o+mci:L Resolution No. 1202 Ordinance No. 2053 I t y. I THE CITY OF RENTON KING COUNTY, WASHINGTON SPECIFICATIONS BID PROPOSALS :OR: "M" STREET LOCAL IMPROVEMENT DISTRICT NO. 250 s Authorized by City Council t t Eeoolution No. 1202 a Ordinance No. 2053 t� t I I THE CITY OF RENTON KING COUNTY, WASHINGTON f SPECIFICATIONS BID PROPOSALS FOR: "M" STREET LOCAL -IMPROVEMENT DISTRICT NO. 250 Authorized by City Council Resolution No. 1202 Ordinwice No. 2053 S i - y IkIIIIIiIIIP I:;I: 1TY OF RENTON KING COUNTY, WASHINGTON SPECIFICITIONS i BID PROPOSALS FOR: "M" STREET LOCAL -IMPROVEMENT DISTRICT NO. 250 Authorized by City Council Resolution No. 1202 Ordinance "o. 2053 'r — f I E i THE CITY OF RENTON KING COUNTY, WASHINGTON k SPECIFICATIONS i i I HIil PROPOSALS FOR: w, 3TRELT LOCAL IMPROVFT'R.NT DISTRICT NC. 250 Authorized by City Council Resolution No. 1202 Ordinance No. 2053 7! THE CITY OF RENTON KING COUNTY, WASHINGTON SPEC'FTCATIONS BID PROPOSALS i'CFt: I'M" STREET I LOCAL DIM01WENT DISTRICT NO. 250 Authorized by City Council I Resolution No. 1202 `& ordinance No. _ 2053 pk E r THE CITY OF RENTON KING COUNTY, WASHINGTON i SPECIFICATIONS BID PROPOSALS F CR: "M" STREET LOCAL IMPROVEMENT DISTRICT 140. 250 i Authorized by City Council Resolution No. 1202 Ordinance No. 2053 i I i r j f THE CITY OF RENTON KING COUNTY, WASHINGTON SPECIFICATIONS BID PROPOSALS CR: "M" STREET LOCAL IMPROVO4ZNT DISTfUCT NO. 250 Authorized by City Council P - i Resolution No. 1202 � Ordimnce No. 2053 V THE CITY OF RENTON KING COUNTY, WASHINGTON SPECIFICATIONS BID PROPOSALS 114 CR: p 11 STREhT LOCAL DITROMMUT DISTRICT 140. 250 Authorized by City Council i Resolution No. 1202 Ordinance No. 2053 i E i f E I f t p N p ItFt{k{ f I THE CITY OF H3NTON KING COUNTY, WASHINGTON SPECIFICATIONS K BID PROPOSALS i F(R. "M" STREET LOCAL IMPROVEMENT DISTRICT NO. 250 { Authorized by City Courcil i Resolution No. 1202 Ordinance No. 2053 I' k `7 THE CITY OF HENTON KING COUNTY, WASHINGTON p SPECIFICATIONS I � BID PROPOSALS i FOR: I'M" SrREET LOCAL IMPROVEMENT DISTRICT NO. 250 Authorized by City Council Resolution No. 1202 t� Ordinance No. 2053 i 's THE CITY OF RF.NTON KING COUNTY, WASHINGTON I' SPECIFICATIONS g, HID PROPOSALS FOR: °M° S:nEET LOCAL IMPROVE4TM DISTRACT NO. 250 Authorized by _City Council Resolution No. 1202 Ordinance Yo. 2053 E i � I r. THE ;ITY OF RLNTON KIN"1 30-MY, WASHING'- :; SPFCIFI�CATIONS I BID PROPMALS FOR: "M" STi",r LOCAL IMPROVFI M DISTRICT NO. 250 Authorized by ,City Council Resolution No. 1202 Ordinance No. 2053 3 TU CITY OF RF.NTON KING COUNTY, 57ASNINGTON SMS'IFICATIONS HID PROPOSALS r"CRT "M" STREET LOCAL D- R0VD= DISTRICT 140. 250 Authorized by City Council Resolution No. 1202 Ordinance No. 2053 S R i i i t E 4{ 4 CALL FOR BIAS CITY OF RENTON, WASHINGTON Sealed bids wi:_1 be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., same day *or the CONSTRUC- TION of a SANITARY SEWER SYSTEM in "M" Street from 12th Avenue North to Suns--t Boulevard East. The approxima.,e quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, together with all necessary manholes, tees -nd appurtznances. Plans and Sp ,cifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Washington State Sales Tax shall. be included as a separate Bid item. Federal ixeise Tax shaL' be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total ar:ounu of bid must accompany each bid. The City reserves the right to reject any and/or all bids and to waive any aria/or all informalities in the bidding. 6 Payment will be cash warrants drawn upon the "Local Improvement Fund District No. '5G," Helmi a Nelson, City Clerk s Date of 1st Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 ^•'i�a'-+9 . ram CALL FOR BIAS CITY OF RENTON, WASHINGTON Sealed bfdn will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or preserted to 'he City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITAR, SEWER SYSTEM in "M" Street from 12th Avenue North .o Sunset Boulevard East. The approxima:.:+ quantities of work are 770 feet of C' oipe, 450 feet of 6" pipe, together with all necessary manholes, tees and appurtenances. Plans and Specifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit wili be forfeited unless plans and specifications are returned in good conditicci within 30 days after date of bid opening. Washington State Sales Tax shall be included as a separate Bid item. Federal Excise Tax shall be. excluded, the City of Renton to furnish exemption certificate. A certified check it bid bond in the amount of five (5) percent of the total amount of bid :rust accompany each bid. The City reserves the right to reject any and/or all bids and to waive any and,/or all informalities in the bidding. Payment w`_ll be cash warrants drawn upon the "Local Improvement Fund District No. 250." Helmie Nelson, City Cler" Date of 1st Pvblication: October 9, 1963 t Date of 2nd Publication: October 16, 1963 r` 4 CALL FOR BIDS CITY OF RENTON, WASHINCTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY SEWER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard East. The approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" . _pe, together with all necessary manholes, tees and appurtenances. Plans and Specifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid. opening. i Washington State Sales Tax shall be included as a separate Bid item. Federal f Excise Tax shall be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. t The City reserves the right to reject any and/or all bids and to waive any r and/or all informalities in the bidding. 6 k t Payment will be cash warrants drawn upon the "Local lmprovument Fund District No. 250." k H=.lmie Nelson, City Clerk Date of 1st Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 i I { CALL FOR BIAS CITY OF RENTON, WASHINGTON Sealed bids will be accepted until K:OO o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:OC o'clock P. M., same day for the CONSTRUC- TION of a SANITARY SEWER SYSTEM in "M" Street from 12th Avenue North to Sun.:et Boulevard East. The approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, together with all necessary manholes, tees and appurtenances. Plans and Specifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Washington State Sales Tax shall be included as a separate Bid item. Federal i Excise Tax shall be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. The City reserves the right to reject any a.id/or all bids and to waive any and/or all informalities in the bidding. Payment will be cash warrants drawn upon the "Local Improvement Fund District No. 250." e-13Fe Nelson, City Clerk Date of 1st Publication: October 9, 1962 Date of 2nd Publication: October 16, 1963 "aLL FOR BIDS CIT RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY SEWER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard Fast. The approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, together with all necessary manholes, tees and appurtenances. Plans ar.d Specifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are _eturned in good condition within 30 days after date of bid opening. Washington State Sales Tax shall be included as a separate Bid item. Federal Excise Tax shall be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percen' of the total amount of bid must accompany each bid. The City reserves the right• to reject any and/or all bids and to waive any and/or all informalities in the bidding. Payment will be cash warrants drawn upon the "Local. Improvement Fund District No. 250," Helmia Nelson, Citp Clerk 'i Date of 1st Publication: Goober 9, 1963 Date of 2nd Publication: October 16, 1963 I i I r R -.+�.• ^ _ _ v � .. a .. _� CALL FOR BIDS CITY nF RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8;00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY S179ER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard East. Tha approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, together witn all necessary manholes, tees and appurtenances. Plans and Specifications may be obtained from the City Enginecr upon receipt of a deposit of $10.00 for cacti set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Washington State Sales Tax shall be included as a separate Bid item. Federal Fxcise Tax shall t excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. The City reserves the right to reject any and/or all bids and to waive any and/or all inJformalities in the bidding. Payment will be cash warrants drawn upon the "Local Improvement Fund District 7 No. 250." r i Helmie Nelson, City .lerk Date of 1st Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 y CALL FOR BIAS I CITY OF RENTON, WASHINOTON II Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY SEtvER SYSTrM in "M" Street from 12th Avenue North to Sunset Boulevard East. The approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, together with all necessary manholes, tees and appurtenances. Plans and Specifications may be obtained from the City Engineer upon receipt l of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Washington State Sales Tax shall be included as a separate Bid item. Federal t Excise Tax shall be excluded, the City of Renton to furn'_sn exemption certificate. A certified check cr bid bond in the amount of five (5) percent of the total j amount of bid must accompany each bid. The City reserves the right to reject any ana/or all bids and to waive any mid/or all informalities in the bidding. Payment will be cash warrants drawn upon the "Local Improvement Fund District No. 250." Helmie Nelson, City Clerk Date of 1st Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 I CALL FOR BIAS CITY OF RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY SE7dER SYSTEM is "M" Street frcm 12th Avenue North to Sunset Boulevard East. The approximate quantities of work Are 770 feet of 8" pipe, 1450 feet of 6" pipe, together with all necessary manh:les, tees and appurtenances. Plans and Specifications may be ottained from the City Engineer upon receipt of a deposit of $10.00 for each set. Th> deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Washington State Sales Tax shall be included as a separate Bid item. Federal Excise Tax shall be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. The Ci'y re:;erves the right to reject any and/or all bids and to waive any and/or all _nformalities in the bidding. Payment will be cash warrants drawn upon the "Local Improvement Fund District Na. 250." Helmie Nelson, City Clerk Date of 1st Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 f i t P CALL FOR BIDS CITY OF RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M. same day for the CONSTriUC- TION of a SANITARY SEWER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard East. The approximate quantities of work are 770 feet of 8" pipe, µ50 feet of 6" pipe, together with all necessary manholes, tees and appurtenances. Plana and Specifications may be obtained from the City Engineer upon receip . of a de;osi.t cf 410.00 for each seu. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Washington State Sales Tax shall be included as a :-parate Bid item. Federal Excise Tax shall be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. The City reserves the rigtt to reject any and/or all bids and to waive any and/or all informalities in the biddi.ni. Payment will be cash warrants drawn upon the "Local Improvement Fund District No. 250." �r - 4,�J� Helmie Nelson, City Clerk i Date of 1st Publication: October 9, i963 Date of 2nd Publication: October 16, 1963 { i �7 k 6 71 r CALJ. FOR BIAS CITY OF RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock r'. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., same day for `he CONSTRUC- TION of a S.UdITARY SEWER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard East. The approximate quantities of work are 770 feet o'. 8" pipe, 650 feet of 6" pipe, together with all necessary manholes, tees and appurtenances. ?lans and Specifications may be obtained from he City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Washington State Sales 'Tax shall be included as a separate Bid item. Federal Excise Pax shall be excluded, the City of Renton to furnish exemption certificate. A certified ched or oid bond ir. the amount of five (5) percent of the tonal amount of bid must a .-ompany each bid. Th3 City reserves the right to reject any and/or all bids anti to naive any and/or all informalities in the biddir.g. C Payment will be cash warrants drawn upon the "Lozal Improvement Fund District o- No. 250." {4 Helmie Nelson, City Clerk { Date of 1st Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 f r ! i CALL FOR BIAS CITY OF RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., sane day for the CONSTRUC- TION of a SANITARY SEdER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard East. The approximate quantities of work are 770 feet of B" pipe, 450 feet of 6" pipe, together with all necessary manholes, taes .d appuortenanq.,s. Plans and Specifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of b'. opening. Washingt ,a State Sales Tax shall be included as a separate Bid item. Federal xcise 'Pax shall be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of fire (5) perca.nt of the total amount of bid must accompany each bid. The City reserves the right to reject any and/or all bias and to waive an:, and/or all informalities in the bidding. I yment will be cash warrants drawn upon the "Local Impro,.ement, Fund District No. 250." Helmle Nelson, City Clerk Date of lst Publication: October 9, 1963 Date of 2rd Publication: October 16, 1963 CALL FOR P:I)S CITY OF PJ2=N, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, l,c3, or presented to the City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY SEWER SYSTEM 4.n "M" Street from ]°th Avenue North to Sunset Bouleva-d East. The approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, together with all necessary manholes, tees and appurtenances. Plans and Specifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and spe, fications are returnad in good condition within 30 days after date of bid opening. Washington State Sales Tax shall be included as a separate Bid item. Federal Excise Tax shall be excluded, the City if Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent cf the total amount of bid must accompany each bid. The City reserves the right tc reject ay and/or all bias and to waive any and/or all informalities in the bidding. Payment will be cash warrants drawn upon the "Local Improvement Fund Distri.t No. 250." Helnae Nelson, City Clerk Date of 1st Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 a l\ � CALL FOR BILS CITY OF RENTON, WASHINGTON Sealed bids will be accepted until 5:uo o'clock P. M. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., same day for thA CONSTRUC- TION of a %ANITARY SEWER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard East. The approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, together with all necessary manholes, tees and app+irtenances. Plans and Specif'_cat: ,ns may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good Condit-.on within 30 days after date of bid opening. Washington State Sales Tar, shall be included as a separate Bid it-.M. Federal Excise Tax shall be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. The City reserves the right to reject any an.d/or all bids and to waive any and/c- all informalities in the bidding. Payment will be hash warrants drawn upon the "Local ImproNement T.',md District No. 250." / He�-- . City Clerk Date of 1st Publication: OctobAr 9, 1963 Date of 2nd Publication: October 16, 1963 r CALL FOR BIDS CITY OF RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963; or presented to the City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY 3Er1ER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard East. The apprcximate quantities of work are 770 feet of 8" pipp, 450 fret of 6" pipe, toget:.er with all necessary manholes, tees and appurtenances. Plans and Specifications may be obtained from the City Engineer upon receipt cf a deposit of $10.00 for each set. The deposit wil: Se forfeited unless Flans and specifications are returned in good condition within 30 days after date of bid opening. Washington St_-'�e Sales Tax snall be included as a separate Bid item. Federal Excise Tax shall be eccluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of i -,e (5) percent of the total amount of bid must accompany each bid. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities in the bidding. Payment will be cash warrants drawn upon the "Local Improvement Fund District 11o. 250." Helmie N City Clerk Date of 1st Publication: Ooto:;er 9, 1963 Date of 2nd Publication: October 16, 1963 CALL FOR CITY OF RENTON, WkSHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. MondL., October 21, 1963, or presented to the City Council at 3:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY .SEWER SYSTEK in "M" Street from 12th Avenue North to Sunset Boulevard East. The approximate quantities of work are 770 feet of 4" pipe, l{jO feet of 6" pipe, together with all necessary manholes, tees an4 appurtenances. Plans and Specifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be fcrfeitea unless plans and specifications are returned in good condition within 30 ciys after date of bid opening. Washington State Sales Tax hall be included as a separate Bid item. Federal Excise Tax shall be excluded, the C; �y of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities in the bidding. Payment will be cash warrants drawn upon the "Local Improvement Fund District No. 250." Halmic Nalmon, City Clerk Date of 1st Publication: October 9, 196, Date of 2zid Publication: October 16, 1963 2 CALL FOR BIDS CITY OF RENTON, WASHINGTOii Sealed bids will be accepted until 5:00 o'clock P. '.i. Monday October 21, 1063, or presented to the City Council at 8:00 o'clock P. M., same day for the CONSTh ,C- TION of a SANITARY SEWER SYSTEM it "M" Street from 12th Avc J North to Sunset Boulevard East. The approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, -ogether with all necessary manholes, tees and appurtenances. Plans and Specifications may be obtained from the City Engineer upon receipt of a deposit of 10.00 for .ach set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Wash?ngton State Sales Tax shall be included as a separate Bid item. FEderal Excioe Tax shall be excluded, the City of Renton to furnian exemption certificate. A certified check or bid bend in the amount of five (5) percent of the total amount of bid must accompany each bid. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities in the binding. Payment will b� cash warrants drawn upon the "Local Improvement Fund Distiict No. 250." HeI.^ie Nelson, City Clerk Date of lst Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 i CALL FOR 13IM CITY OF RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963,. or presented to the City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SAN'—ARY SEWER SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard East. i The approximate quantities of work are 7"n feet of 8" pipe, 450 feet of 6" pipe, ' ,Eether with all necessary manholea, t„ ; and appurtenances. Plans and Specifications may be obtained f:*ma the Gity Engineer upon receipt of a deposit of $10.00 for each set. Tie, deposit will be forfeited urdess plans and specifications are returned in go.:d condition within 30 days after date of bid opening. Washington State Sales Tax shall be included as a Separate Bid item. Federal excise Tax shall be excluded, the City of Renton to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities in the bidding. Payment will be cash warrants drawn. ,on the "Local. Improvement Fund District No. 250." Helmie Nelson, Gity Clork Date of let Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 i T N CALL FOR BIDS CITY OF MUON, '4ASHINOTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, I or presented to the City Council at 8:OJ o'clock P. M., same day for the CONSTRUC- TION of a SANITARY SEWFdt SYSTEM in I'M" Street from 12th Avenue North 4 Sunset Boulevard East. The approximate quantities of .cork are 770 feet of &� pipe, 450 feet of 6" pipe, together with all necessary manholes, tees and appurtena,-ices. Plans and Specifications may 'L- obtiinee from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good condition within 30 days after date of bid opening. Washington State Sales Tax shall be includod as a separate Bid item. Federal Excise Tax shall be excluded, the City of Rentor, to furnish exemption certificate. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. Tha City reserves the right to reject any and/or all bids and to waive any and/or all informalities in the bidding. Payment will be cash warrants drawn upon the "Local Improvement Fund District No. 250." Helxaeee Nelson, City Clerk d[ Date of let Publication: October 9, 1963 Date of 2nd Publication: October 16, 1963 0. CALL FO, BIAS CITY OF a&,-rm;, UISHiN -10N Sealed bi.:s trill be accepted until 5:00 o'clock P. M. Monday October 21, 1963, or presented to the City Council at 9:00 o'clock P. M., same day for the CONSTRUC- MN of a S..;IIT.,ay SDIM SYST E in "M" Street from l2th Avenue North to Sunset Boulevard East. The approximate quantities of work are 770 feet of 611 pipe, 450 feet of 6" pipe, toZether .-iith all necessary manaolos, tees and appurtenances. Plans and Specifications may .,e obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good condition i?ithin 30 days after date of bid opening. Washington State Sales 'Pax shall be included as a separate Bid item. Federal excise Pax shall be excluded, the City of Renton to furnish exemption certificate. A cent-ied check or bid 'bond in the amount of five (5) percent of the total amount of bid must accompany Baca bid. The City raserves Life right to reject any and/or all bids and to waive any and/or all informalities in the 'bidding. Payment will be c,ish warrants drawn upon the "Local Im)rovement Fund District No. 250." ( Helmie Nelson, City Clerk 6i€ Date of lst Publication: Oc o'oer 9, 196: Date of 2nd Publication: October 16, 1963 f t 1 CALL FOR BIAS CITY OF RENTON, 'tUSHINOTON Sealed bile will be accepted until 5:00 o'clock P. i:. Monday October 21, 1963, or presented to the City Council at 8:00 o'clock P. M., same day `er the CONSTRUC- TION of a SAN IT:,.tY Sa:!E.2 SYSTU4 is I'M" Street from 12th 'venue l'orth to Sunset Boulevard East. "he approximate quantities of work are 770 feet of 8" pipe, 450 feet o; 6" ` pipe, together with all necessary manholes, tees and app'•rtenances. Plans and Specifications may be obtained from the City Engineer upon receipt of a deposit of $10.00 for each set. The depos.� will be forfeited unless plans and cp--cifications are returned in good condition -Athin 30 days after date of bid opening. Wash5.,gton State Sales Tax shall be included as a separate Bid i;.em. Federal Lxcise T-ux shall be r '.uded, the City of Renton to furnish exemption certificate. A certified check or '-id 'bond in the amount of five (5) percent of the tctal amount of Ud must accompany each bid. The City res_:ves the right to reject any and/or all bids and to naive any and/or all informalities in the bidding. Payment will be cash warrants drawn upon the "Local Imdrovement Fund District No. 250." x €� Helmie Nelson, C'ty Clerk 1 r Date of lst Publication: October 9, 1963 I([ Date of 2nd Publication: October 16, 1963 I �•. 41 CALL FOR BIDS CITY OF RENTON, WASHINGTON Sealed bids will be accepted until 5:00 o'clock P. M. Monday October 21, 1963, Dr presented to the City Council at 8:00 o'clock P. M., same day for the CONSTRUC- TION of a SANITARY SE La SYSTEM in "M" Street from 12th Avenue North to Sunset Boulevard Fast. The approximate quantities of work are 770 feet of 8" pipe, 450 feet of 6" pipe, together %,ith all necazsary manholes, tees and appurtenances. i Plans and Specifications may be obtained from the City Engineer upon receipt l of a deposit of $10.00 for each set. The deposit will be forfeited unless plans and specifications are returned in good con•iition within 30 days after date of bid upening. h k Washington State Sales Tax shall be included as a separate Bid item. Federal Excise Tax shall be excluded, the C-ty oz Renton to furnish exemption certifies te. A certified check or bid bond in the amount of five (5) percent of the total amount of bid must accompany each bid. The City res.;.ves the right to reject any and/or all bids and to waive any and/or all inf,—nalities in the bidding. Payment will be cash warrants drawn upon the ''Local Improvement Fund District No. 250." Helmie Nelson, City Clerk & Date of let Publication: October , 1963 Date of 2nd Publication: October 16, 1963 5 . • 1 i � -r— y 1 1 — It 24 u^n w I I n e • „ ) I 1 )T I _ z Ss ri s i)*• PL 7 S• s s 4(0 y > • s -- I r 1 1 !L 14 �) • n•M f. I R1e• 1 1 > 31 is R I If Iz ul Io • • 1 1 I So 10 x 4 1 ^'AYCu 11 11 u „ I ri n L,� Ib J V15.4 3It n a 1 1 a I s ) xo — — — -- — — _—AVE _ -- t 12 • I 41, 4 f I I • , s si • x ?1 s ti x . 1 I 11 f ' .1�e 1 40 _ 91 All- / // � Ia • i• s c. ', • u . • 3 IOTM PL. ti. Ix";.M PG. •1 I 54 .f7 • p i) I • > • I S )L, , a S... t 1 ,S`•. • 7 1 • 1 gyp, ttN '• , N` 1 �, >• 10'n;'j coan m ' log' cr v " 1 y CITY Off' RENTON a,' it s:' wl ENGINEERING DEPARTNIENT t �1 t•� _ 1 ) '` 12T� {s,�/tez• N "TO SUN'�TuT L 1.:J'7. oso^ww _�r,E�j_.. DATE_I2L—Zil :..�—. FILE 1 _7 zz c.•Ecaxo. — -- _ gcALE1_ Y .iuc •ocK--_-►hsa_ -TF — _ a SAN-1 M-STREET 3X SANITARY SEWER L. I. D. 250 SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 1. 770 in. Ft. Furnish and Place I` 8" Concrete Sewer Pipe Per. Lin. Ft. words figures 2. 450 Lin. Ft. Furnish :.nd Place 61, Concrete Sewer Pipe Per. Lin. Ft. 3. 13 Only 8" x 6" Concrete Tees in Place Per. Each 4. 2 Oniy Standard Manholes Complete Per. Each 5. 9 Only Risers Complete-in-Place $ $ 5 Per. Each --^- 6. 25 Cu. Yds. Gravel Bedding Per. Cu. Yd. 7. 25 Cu. Yds. Select Backfill Per. ^u. Yd. 8. 10 Cu. Yds. Rock Excavation Per,. Cu. Yd. — TOTAL: $ 4% SALES TAX: $ TOTAL AMOUNT OF BID: $ T:U✓ UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS t,ND TO COMPLETE THE WORK WITHIN TWENTY (20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT - DAY OF 1963. SIGNED: TITLE: ADDR7MS: now a.T.fS("�PaT SANITARY SEWER L. I. D. 250 SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 1. 770 Lin. Ft. Furnish and Place 8" Concrete Sewer Pipe $ $ $ Per. Lin. Ft, words figures 450 Lin. F4L. Furnish and Place 6" Concrete Sewer Pipe Per. Lin. Ft. 3. 13 Only 8" x 6" Concrete Tees in Place Per. Each 4. ' Only Standard Manholes Complete k $ Per. Each 5. 9 Only Risers Complete-in-Place Per. Each 6. 25 Cu. Yds. Gravel Bedding $ $ $ Per. Cu.Yam. '- 7. 25 Cu. Yds. Sela:t 1k,.ckfill Per. Cu. Yd. -� � 8. i0 Cu. Yds. Rock Excavation 'f $ $ $ Per. Cu,. Yd. TOTAL: $ 4$ SALES TAX: $ TOTAL AMOUNT OF BID: $ THE UNDERSIGNED BIDDER HERF:3Y AGRE;S TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND i0 COMPLETE THE WORK WITHIN TWENTY (20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. {' DATE AT THIS DAY OF -1963. fE SIGNED: TITLE: ADDRESS: i, SANITARY SEWER L. D. 250 SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUAKITY DESCRIPTION PRICE TOTAL 1. 770 Lin. Ft. Furnish and Place 811 Concrete Sewer Pipe Per. Lin. Ft, words (figures) 2. 450 Lin. Ft. Furnish and Place 61, Concrete Sewer Pipe Per. Lin. Ft. ------ 3. 13 OnlY 8" x 61, Concrete Tees in Place Per. Each — --------- 4. 2 only Standard Manholes Complete $ $ $ Per. Each 5. 9 Only Risers Complete-in-Place Per. Each 6. 25 Cu. Yds. Gravel Bedding $ $ Per. Cu. Yd. 7. 25 Cu. Yds. Select Backfill Per. Cu. Yd. — 8. 10 Cu. Yds. Rock Excavation Per. Cu. Yd. TOTAL: $ 4% SALES TAX: $ TOTAL AMOUNT OF BID: $ THE UNDERSIGNED BIDDER HERE➢Y AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AW. RPED HIAi, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK 'WITHIN TWENTY (20) CONSECUTM 3 CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED:_ TITLE: ADDRESS SANITARY SEWER L. I. D. 250 SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 1. 770 Lin. Ft. Furnish and Place 8" Concrete Sewer Pipe Per. Lin. Ft. words ( iCures 2. 450 Lin. Ft. Furnish and Place 6" Concrete Sewer Pipe Per. Lin. Ft. ---— -- - 3. 13 Only 8" x 61, Concrete Tees in Place Per. Each -- Only Standard Manholes Complete Per. Each 9 Only Risers Complete-in-Place Per. Each — f 6. 25 Cu. Yds. Gravel Bedding Per. Cu. Yd. i 7. 25 Cu. Yds. Select Backfill Per. Ca. Yd. — 8. 10 Cu. Yds. Rock Excavation Per. Cu. Yd. - TOTAL: $ 4% SALES TAX: $ TOTAL AMOUNT ,F BID: $ THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON TH1S PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN TWENTY (20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. d DATE AT THIS DAY OF 1963. SIG4 M: TITLE: ADDRESS: R y\ SANITARY S..WER L. I. D. 250 SCHEDULE OF PRICES APPROXIMATE — UNIT ITEM QUANT:LTY _ DESCRIPTION PRICE TOTAL 1. 770 Lin. Ft. Furnish and Place 8" Concrete Sewer Pipe Per. Lin. Ft. words (Mg ures 2. 450 Lin. Ft. Furnish and Place 6" Concrete Sewer Pipe Per. Lin. Ft. 3. 13 Only 8" x 6" Concrete Teea in Place Per. Each 4. 2 Only Standard Manholes ,omplete Per. Each 5. 9 Only Risers Complete-in-Place Per. Each - 6. 25 Cu. Yds. Gravel Bedding $ $ $ Per. Cu. Yd. 7. 25 Cu. Yds. Select Backfill Per. Cu. Yd. '- 8. 10 Cu. Yds. Rock Excavation — Per. Cu. Yd. y TOTAL: $ 4% SALES TAX: $ TOTAL AMOUNT OF dID: $ THE UNDELISIGNED BIDDER HEREBY AGREES TO START �;UNSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHLI TWENTY (20) CONS&;UTIVE ALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED: TITLE: — ADDRESS SANITARY SEWER L. I. D. 250 SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 1. 770 Lin. Ft. Furnish and Place 8" Concrete Sewer Pipe Per. Lin. Ft. wordsT (figures) i 2. 450 Lin. Ft. Furnish and Place 6" Concrete Sewer Pipe Per. Lin. Ft. 3• 13 Only 81, x 61, Concrete Tees in Place Per. Each 4. 2 Only Standard Manholes Complete Per. Each 5. 9 Only Risers Complete-in-Place $ $ $_ Per. Each 6, 25 Cu. Yds. Gravel Redding $ $ f Per. Cu. Y . 1. 25 Cu. Yds. Select Dackfill Per. Cu. Yd. -- ---_._� 6. 10 Cu. Yds. Rock Excavation Per. Cu. Yd. TOTAL: $ 4% SSAiM TAX: $ TOTAL, AMOUNT OF BID: $ THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN 'TWENTY (20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. D1,TE AT THIS DAY OF 1963. SIGNED: TITLE: k ADDRESS: p SANITARY SEWER L. I. D. 250 SCI:EDULE OF PRIDES APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION s7ilCE TOTAL 1. 770 Lin. Ft. Furnish and Place 811 Concrete Sewer Pipe Per. Lin. Ft. wordT (Figures 2. 450 Lin. Ft. Furnish and Place 61, Concrete Sewer Pipe Per. Lin. Ft. 3. 13 On]-Y 8" x 6" Concrete Tees in Place Per. Each 4. 2 Cnly Standard ,oz GOmp-3L6 $ $ $ Per. Each I 5. 9 Drily Risers Complete-in-Place Per. Each 6. 25 Cu. Yds. Gravel Bedding Per. Cu.—IT. 7. 25 Cu. Yds. Select BackYill f Per. Cu. Yd. ' 8. 10 Cu. Yds. Rock Excavation Per. Cu. Y . TOTAL: $_ 4% SALES TAIL: $ TOTAL AMOUNT OF BID: $ THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDEil HIM, WITHIR TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN TWENTY (20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED: TITLE: arm ESs I i SANITARY SEWER L. I. D. 250 SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL i. 770 Lin. Ft. Furnish and Place 8" Concrete Sewer Pipe Per. Lin. Ft. words gures 2. 450 Lin. Ft. Furnish and rlace 6" Concrete Sewer Pipe Per. Lin. Ft. 3 13 Only 81, x 61, Concrete Tees in Place W $ i Per. Each 4. 2 Only Standard Man:,oles Complete $ $ $ Per. Each 5. 9 Only Risers Complete-in-Place r Per. Each 6. 25 Cu. Yds. Gravel Bedding $ $ Per. Cu. Y . 7. 25 Cu. Yds. Select 9a-,kfill Per. Cu. Yd. P 8. 10 Cu. Ids. Rock Excavation Per. Cu. Yd.. 1 TOTAL: $ 4% SALES TA%: $ TOTAL AMOUNT OF BID: $ THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED F.lM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WIT11IN TWIITY (20) CONSECUTIVE 1 CALENDAR DAYS AFTER STARTING 7ONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED:_ _ TITLE: ADDRESS: 6 -- SANITARY SEWER L. 1. D. L50 SCHEDULE OF PRICES APPROXIMATE UNIT ITEM QUANTITY DESCRInTION PRICE TOTAL 1. 770 Lin. Ft. Furnish ann place 8" Concrete Se.++r Pipe Per. L words - ores 2. 45G Lin. Ft. Furnish and Place 6" Concrete Sewer Pipe ter. L 13 O.dy 81, x tit, Concrete Tr, in Place Per. Each 2 Only Standard Manholes Complete $ $ $ Per. Each 5. 9 Only Risers Complete-in-Place ` For. Each f 6. 25 Cu. Yds. Gravel Bedding $ $ $ Peru. YX—! 7. 25 Cu. Yds. Select Backfill Per. Cu. Y . 8. 10 Cu. Yds. Rock Excavation $ $ $ Per. Cu. y . - TOTAL: $_ 4% SALES TAX: $ TOTAL AMOUNT OF BID: $ THE Uh:ii.1313NED BIDDER HEREBY ACREB3 TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TC COMPLETE THE WORK WITHIN TWENTY (2G) CONSECUTIVE k CALENDAR DAYS AFTER STARTING CONSTRUCTION. { DATE AT THIS DAY OF 1963. E SI^,NID: TITLE: ALUR-=: SANITARY SEWER L. I. D. L50 SCHEDULE OF PRICES APPROXIMATE UNIT 1TEM QUANTITY DESCRIPTION PRICE TOTAL 1. 770 Lin. Ft. Furnish and PInce 8" Concrete Sewer Pipe Per. wor a res 2. 450 Lin. Ft. Furnish and Place 6" Concrete Sewer Pipe $ $ $_ Per. L i 3. 13 Only 8�' x 6" Concrete Tees in Place Per. 4. 2 Only Standard Manholes Complete Per. Each 5. 9 Only Risers Complete-in-Place Per. Each 6. 25 Cu. Yds. Gravel Bedding Per. Cu. Y . 7. 25 Cu. Yds. Select Backfill Per. Cu. id. i i 8. 10 Cu. Yds. Rock Excavation Per. Cu. Y . $ $ TOTAL: $ 4% SALES TAX: y TOTAL AMOUNT OF BID: $ THE 11NDERSIGNID BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN TWENTY (20) CONSECUTIVE [[[ -ALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT _THIS DAY OF 1963. SIGNID: TITLE: — pDy'RF.$S; +{a ALTERNATE SCHEDULE OF PRICES ALTERNATE BID FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL I 1A 7'O Furnish and Place 8" Vit. Clay Sewer Pipe Per. Lin. Ft. words (Figures 2A 450 Lir.. Ft. Furnish and Place 6t, Vit. Clay Sewer Pic e Per. Lin. Ft. 3A 13 Only 81� x 6" Vit. Clay Tees in Place Per. iach 9 Only Furnish and Place Vit. Clay Risers Total Alternate Items $ Total Items 5 thru 8 $ Total $ 4% Sales Tax $ Total Alternate Bid for Clay Pipe $ THE UNDEISIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN TWENTY ( 20) CONSECUTIVE CALENDAR DAYS AFTER START-.NG CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED: TITLE: _ t ADDRESS: f� 9 ALTERNATE SCHEDULE OF PRICES ALTERNATE BID FOR FURNISHING VITRIFIED MAY PIPE 'N LIEU OF CONCREM PIPE APPROXT.MATE UNIT ITEM QUI-MTY DESCRIPTION PRICE TOTAL lA 770 Furnish and Place 8" Vit. Clay Sewer ?ipe -- Per. Lin. Ft. (words)— (Figures 2A 45o Lin. it. Furnish and Place 61, Vit. Clay Sewer Pipe Per. Lin. Ft. 3A 13 Only 8" x 6" Vit. Clay Tees in Place Per. Each 4A 9 Only Furnish and Place Vit. Clay Risers Total Alternate Items $ Total Items 5 thru 8 $ Total $ 4% Sales Tax $ Total Alternate Bid for Clay Pipe $ THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJ3CT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE T':E WORK WITHIN M14TY ( 20) CONSECUTIVE ALrMDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED: TITLE: ADDRESS: ALTERNATE ` SCHEDULE OF PRICES I ALTERNATE i+ID FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONCR a Pi PE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL IA 770 Furnish and Place 81, Vit. Clay Sewer Pipe Per. Lin. Ft. words (F:.gures 2A 450 Lin. Ft. Furnish and Place 51t Vit. Clay Sewer Pipe Per. Lin. Ft. 3A 13 Only 81, x 61, Vit. Clay Tees in Place Per. Each 4A 9 Only Furnish and Place Vic. Clay Risers Total Altei .ate Items $ Total Items 5 thr, F $ Total $ 4% Sales Tax $ Total Alternate Bid for Clay Pipe $ THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN TWENTY ( 20) CONSECUTIVE CALSZAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED: TITLE: ADDRESS: c.. ALTERNATE SCHEDULE OF PRICES ALTERNATE BID FOR FUR141SHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXLIMkTE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL lA 770 Furnish and Place 1 8" Vit. Clay Sewer Pipe Per. Lin. Ft, words)— (Figures i 2A 450 Lin. Ft. Furnish and Place 61, Vit. Clay Sewer Pipe Per. Lin. Ft. 3A 13 Onl.Y 8" x 6" Vit. Clay Tees in Place Per. Each 9 Only Furnish and Place Vit. Clay R'sers Total Alternate Items $ Total Items 5 thru 8 $ i i Total $ 4% Sale, Tax $ Total Alternate Bid for Clay Pipe $ THE UNDE'?SIGNED BIDDER HEREBY AGREES TC START CONSTRUCTION WORK ON TiLS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN T4TMY ( 20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED: TITLE: ADDRESS: ALTERNATE SCHEDULE OF PRI^ES ALTERNATE BID FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL lA 770 Furnish and Place 811 Vit. Clay Sewer Pipe $ $ $ Per. Lin. Ft. words (Figures 2A 450 Lin. Ft. Furnish and Place 61, Vit. Clay Sewer Pipe Per. Lin. Ft. i 3A 13 Only 81, x 6" Vit. Clay '^ees in Place $ $ $ Per. Each 4A 9 Only Furnish and Place Vit. Clay Risers — $_ $ $ Total Alternate Items $ r Total Items 5 thru 8 $ { Total $ 4% Sales Tax $ Total Alternate Bid for Clay Pipe u THE UNDERSIGM BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN T4TMY ( 20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963 SIGNED_ TITLE: i ADDRESS: ALTERNATE SCHEDULE OF PRI^ES ALTERNATE BID FOR FURNISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL IA 770 Furnish and Place 81, Vit. Clay Sewer Pipe Per. Lin. Ft. words (Figures 2A 450 Lin. Ft. Furnish and Place 6" Vit. Clay Sewer Pipe Per. Lin, Ft. 3A 13 Only 8" x 6" Vit. Clay Tees in Place Per. Each A 9 Only Furnish and Place Vit. Clay Risers Total Alternate Items $ Total Items 5 thru 8 $ Total $ 4% Sales Tax $ Total Alternate Bid for Clay Pipe $_ THE UNDELSIGNM BIDDER HEREBY AGREES TO STAR; CONSTRUCTION WORK ON THIS PROJECT, IF jVAkRDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN ZfE NTY ( 20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS ILLY OF 1963. SIGNED: TITLE: ADDRESS: C� ALTERNATE SCHEDULE OF PRICES ALTERNATE BID FOR FURNISHING VITRL'IED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMATE UNIT =TEM QUANTITY DESCRIPTION PRICE TOTAL lA 770 Furnish and Place 8" Vit. Clay Sewer Pipe Per. Lir. Ft, words (Figures 2A 450 Lin. Ft. Furnish and Place 6t' Vit. Clay Sewer Pipe Per. Lin. Ft. 3A 13 Only 8" x 6" Vit. Clay Tees in Place Per. Each LA 9 Only Furnish and Place Vit. Clay Risers $ $ $ Total Alternate Items $ Total Items 5 thru 8 $ Total $ - f 4% Sales Tax $ i I I Total Alternate Bid for Clay Pipe $ I THE UNDERSIGNED BIDDER HEREBY AGREES TO START' CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN TWE1v'TY ( 20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT� THIS DAY OF 1963. SIGNED TITLE: - ADDRESS: ALTERNATE SCHEDULE OF PRICES ALTERNATE BID FOR FUIUISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL 1A 770 Furnish and Place 8" Vit. Clay Sewer Pipe Per. Lin. Ft. words (Figures 2A 450 L Ft. Furnish and Place 61t Vit. Clay Sewer Pipe Per. Lin. Ft. 3A 13 Only 81r x Err Vit. Clay Tees in Place Per. Each 4A 9 Only Furnish and Place Vit. 1 Clay Risers r l Total Alternate Items $ Total Items 5 thru 8 $ Total $ 6 i 4% Sales Tax $ r i Total Alternate Bid for { Clay Pipe $ E THE UNDRSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO OOMPLETE THE WORK WITHIN TWENTY ( 20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. 4 SIGNED: TITLE: ADDRESS: r ALTERNATE SJHEDULE OF PRI^ES ALTERNATE BLD FOR FUIL41SHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL IA 7?0 Furnish and Place 8" Vit. Clay Sewer Pipe Per. Lin. Ft, words (Figures 2A 450 Lin, Ft. Furnish and Place 61t Vit. Clay Sewer Pipe Per. Lin. Ft. 3A 13 Only 8" x 6" Vit. Clay Tees in Place Per. Each 4A 9 Only Furnish and Place Vit. '! Clay Risers $ $ $ _� kTotal Alternate Items $ j Total Items 5 thru 8 $ Ef{ Total $ 4% Sales Tax $ Total Alternate Bid for Clay Pipe $ THE UNDMSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLEPE THE WORK WITHIN TWENTY ( 20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION, DATE AT THIS DAY OF 1963. SI:,NED: TITLE: P � ADDRESS: ALTERNATE SCHEDULE OF PRICES ALTERNATE BID FOR 7JRAISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMATE t 'r ITEM QUANTITY DESCRIPTION PRICE TJTAL lA 770 Furnish and Place 31r Vit. Clay Sewer Pipe Per. Lin. Ft. words (Figures 2A 450 Lin. Ft. Furnish and Place 6" Vit. Clay Sewer Pipe Per. Lin. Ft . 3A 13 Only 8" x 6" Vit. Clay Tees in Place $ $ $ Per. Each 4A 9 Only Furnish and Place Vit. Clay Risers $ $ $ Total Alternate Items $ Total Items 5 thru 8 $ Total $ b% Sales Tax $ t Total Alternate Bid for itp Clay Pipe $ THE 'JNDF.ISIGNED BIDDER HEREBY AGREES TO ST lil CONSTRUCTION WORK ON TI3IS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE i}iF, WORK WITHIN nS NT: ( 20) CONSECUTIVE CALMAR DAYS AFTER STARTING CONSTRUCTION. DATE AT_ THIS DAY OF 1963. SIUN1 Ij: TITLE: ADDRESS: ALTERNATE SCHEDULE. OF PRIES ALTERNATE i.D FOR FJiiISHING VITRIFIED CLAY PIPE IN LIEU OF CONCRETE PIPE APPROXD4ATE UNIT ITEM QUANTITY DLSGRIPTION PRICE TOTAL IA 770 Furnish and Place 8" Vit. Clay Sewer Pipe Per. Lin. Ft. words (Figures iA L50 Lin. Ft. Furnish and Place 611 Vit. Clay Sewer Pipe Per, Lin. Ft. iA 13 Only 811 x o" Vit. Clay Tees in Place Per. Each _.. 9 Only Furnish and Place Vit. Clay Risers i Total Alternate Items $ E Total Items j thru 8 $ Total $ 4% Sales Tax $ i Total Alternate B:_d for Clay Pipe $ i THE UNDMSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF j AWARDED HIM, WITHIN TEN (10) DAYS A14D TO COMPLETE ME WORK WITHIN MMY ( 20) ('ONSE':UTIVE f CALENDAR DAYS AFTER. STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED: TITLE: D ADDRESS: 6 7 1 ALTERNATE SCHEDULE OF PRICES :.LTERNATE BID FOR F'UR:JISHING VITRIFIED :LAY PIPE IN LIEU OF -ONCRETE PIPE APPROXIMATE UNIT ITEM QUANTITY DESCRIPTION PRICE TOTAL ZA 770 Furnish and I -co 8" Vit. Clay Sewr Pipe $ $ $ _ Per. Lin. Ft. words (Figures 2A 45o Lin. Ft. Furnish and Place 6,1 Vit. Clay Sewer Pipe Per. Lin, Ft. 3A 13 Only 8" x 61, Vit. Clay Tees in Place Per. Each 4A 9 Only Furnish and Place Vit. Clay Risers I $ $ $ i Total Alternate Items $ i Total Items 5 tiau 8 $ f Total $ V 4% Sales Tax $ Total Alternate Bid for Clay Pipe $ THE UNDMSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN TWENTY ( 20) CONSECUTIVE CALENDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAL OF 1963. SIGNED% TITLE: - ADDRESS: i. ALTERNATE SCHEDULE OF PRI^ES ALT TE BID FOR FUIL41SHING VITRIFIED MAY PIPE IN LIEU OF CONCRETE PIPE APPROXIMAT: UNIT ITEM QUANTITY G1SCRIPTiON PRICE T IA 770 iirnish and Place 'it. "lay Sewer Pipe Per. Lir. Fti, words (Figures 2A 450 Lin. Ft. Furnish and Place 6,1 Vit. Clay Sewer Pipe i Per. Un. Fi. i 3A 13 Only 8" x 6" Vit. Clay Tees @ in Play e Per. Each 4A 9 Only Furnish and Place Vit. Clay Risers $ $ Total Alternate Items $ Total Items 5 thru 8 $ Total $ _- 4% Sales Tax $ Total Alternate Bid For Clay Pipe $ THE UNDERSIGNED BIDDER HMEBY ArMXS TO START CONSTRUCTION WORK ON VaS PROJECT, IF AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN TWINPY ( 20) CONSECUTIVE CALmJDAR DAYS AFTER STARTING CONSTRUCTION. DATE AT THIS DAY OF 1963. SIGNED: TITLE: ADDRESS: GENERAL SPECIFICATIONS (1) Scope of Work - This specification is intended for the Contractor to provide all labor, materials and equipment required for the installation of sewer pine, manholes and other appurtenances, all as shown on the plans or as list- ed in these specifications. 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 s other items. The intent is to provide a completed project, including mis- cellaneous 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 drawings indicate area limits over which the City has jurisdiction. The Contractor must confine his operations to these rights of way, and shall take every precaution to pro- tect private property. Shoul the Contractor desire use of adjoining private property, he shall make all such arrangements with property owners involved. (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise provided for in the Special Provisions. Local traffic shall be pro- vided access to private properties except when it is impracticable due to the nature of work involved. Emer.-envy traffic such as police, fire, and disaster units shall be provided reasonable access at all times. Work on a given street shall be accomplished in such a manner as 'i make it available for normal traffic as soon as possible. Barricades shall be provided along the streets, and at night they shall be dis- tinctly indicated by 1-"g'rts whic„ are adequately placed. Special care shall be taken to see that someone is responsible for maintaining barricades and lights, especially during, week-ends and holiCay periods. If such barricades are not properly maintained, '.he Engineer may employ someone to care for same, and such costs will be deduct,, . from the final payment due the Contractor. (4) Existing Services - Utility lines are indicated in their approximate location on the dra rings. Later lines will be staked in the field in their approximate locations. Gas lines will be sta..ed by Washington Natural vas upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, anu shall save tt,n City Harmless from the results of damages of such facilities. i GENKUL SPECIFICATIONS 1 Scope of Work - This specification is intended fnr the Contractor to provide ( ) Pe P all labor, materials and equipment required for the installation of sewer -ipe, manholes and other appurtenances, all as shag on the plans r as list- ed in these spec'ficaticns. 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 iz other items. The intent is to provide a completed project, including mis- cellaneous small items which may not to listed but which are incidental to the other -ork. (2) Riiht Of Way - Property lines and easements as shown on the dra-wings indicate area limits over which the City has jurisdiction. The Contractor must confine his operations to these rights of way, and shall take every precaution to pr'3- tect private property. Should the Contractor desire use cf adjoining private property, he shall make all such arrangements with property owners involved. (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise provided for in the Special Provisions. Local traffic shall be pro- vided access to private properties except when it iz impracticable due to the nature of work involved. Emergency traffic such as police, fire, and dielster hunts shall be provided reaso.;able access at all tines. Work on a given street shall be accomplished in such a manner as to make it available for normal traffic as soon as possible. Barricades shall be provided along tha otreats, and at night they shall be dis- tinctly indicated by lights which are adequately placed. Special care shall be taken to see that someone is responsible for maintaining barricades and lights, especially during week-ands and holiday periods. If such barricades are riot properly ma .ntajaed, the Engineer may employ someone to carp for same, and such costs will be deducted from the final payment due the Contractor. (4) Exis�tinn Services - Utility lines are indicated in their approximate location on the drawings. Water lines will be staked in the field in t::eir approximate3 locations. Gas lines will be staked by '•'ashington Natural vas upon request of the Contractor, The Contractor shall pro ct all such facilities, avoid inter- rupt: ori of necessary services, and shall save the City Harmless from the results of damages of such facilities. \` V PM - GENERAL SPECIFICATIONS (1) S�co of Work - This specification is intended for the contractor to provide all 11 abor, materials and equipment required for tae installation of sewer pine, manholes and other appurtenances, all as shown on the plans or as list- ed in these spec_ficati.ons. Small items of work which are itemized on the plans or i-n the specification_ and for which no pay item is listed in the Schedule of Prices shall be absorbed other items. The, irtent is to provide a completed project, including mi - cellaneous small items which may not be listed but which are incidental to the other work. (2) Right Of WaX - Property lines and easements as shown on the drawings indicate area limits over which the City has jurisdiction. The Contractor must confine his ope_ations to t'zese rights of way, and shall take every precaution to pro- tect private property. Should the Contractor desire use of adjoining private property, he shall make all such arrangements with property owners involved. (3) Traffic '.Maintenance and Protection - Streets may be closed to thru traffic unless otherwise provided for in the 5pecial Provisions. Local traffic shall be pro- vided access to private properties except when it is impracticable due to the natur^ of work involved. Eme.rZency traffic such as police, fire, and disaster units shall be provided reasonable access at all times. Work on a given street shall be accomplished in such a manner as to make it available for normal traffic as soon as possible. Barricades shall be provided along; the streats, and at night they shall be dis- tinctly indicated by lights which ace adequately placed. Special care shall be taken to see that someone is responsible for maintaining barricades and limits, especially during week-ends and holiday periods. If such barricades are not properly maintained, the Engineer may employ someone to care for same, and such costs will be deducted from the final payment due the Contractor. (4) Existing Services - Utility lines are indicated in their approximate location on the drawings. LJater lines wall be stake 'n the field in their approximate locations. Gas lines will be staked by Waohington Natural Gas upon request of the Contractor. The Contractor shall protect a' 1 such facilities, avoid inter- ruption of :_ecessary services, and shall save the City harmless from the results of damages of such facilities. GENERAL SPECIFICATIONS (1) Scope of Work - This specificatio;, is intended for the Contractor :o provide all labor, materials and equipment required for the installation of sewer ,pipe, manholes and other appurtenances, all as shown on the plans or as list- ed in these specifications. V 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. Tho intent, is to provide a completed project, including mis- cellaneous 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 drawings indicate area limits oaer which the City has jurisdiction. The Contractor must confine k his operations to these rights of way, and shall take every precaution to pro- tect private property. s j Should the Contractor desire use of adjo::J ng private property, he shall make f all such arrangements with property owners involved. E (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise prow ded for i., the pecial Provisions. Local traffic shall be pro- vided access to private properties except it is impracticable due to the nature of work involved. Emer-envy traffic such as police, fire, and disaster units shall be provided reasonable access at all times. Work on Z given street small be accomplished in such a manner as to make it available for normal traffic as soon as dossible. Barricades shall ba provided along the streets, and at night they shall be dis- tinctly indicated by lights Thich ar7 adequately placed. Special care shall be Laken to see that someone is responsible for maintaining barricades and lights, especially during week-ends and holiday periods. If zuci, barricades are not properly maintained, the Engineer may employ someone to car6 for same, and such costs will be deducted from the final payment due the Contractor. (4) Existing Services - Utility lines are indicated in their approximate location on the drawings. Water lines will be staked in the field in their approximate locations. Gas lines will be staked by Washington Natural jas upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, and shall save the City Harmless from the results of damages of such facilities. E t r � f GENERAL SPECIFICATIONS (1) Scope of Work - This specification is intended fcr the Contractor to provide all labor, materials and equipment required for the installation of sewer pipe, manholes and other appurtenances, all as shown on the plans or as list- ed in these specifications. Small items of work which are itemized on the plans or in the specifications and for whicn no pay item is listed in the Schedule of Prices shall be absorbed in other items. The in"ent is to provide a completed project, including mis- cellaneous small items which may not be listed but which are incidental to the other work. (2) RR_if:ht�Of_Way - Property lines and easements as shown on the drawings indicate area limits over which the City has jurisdiction. The Contractor must confine his operations to these rihts of ;ray, and shall take every precaution to pro- tect }.rivate property. Should the Contractor desire use of adjoining private property, he shall make all such arrangements with property rwners involved. (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise nrcrided for in the Special .'rovisions. Local traffic shall be pro- vided access to private properties except when it is impracticable due to the nature c: work involved. Emer.,envy traffic such as police, fi.v, and disaster units shall be provided reasonable access at all times. Work on a Given street shall � - accomplished in such a maruier as to make it ,lable for normal traffic as seen as possible. Barricades shall be provided along the streets, and at night they shall be dis- tinctly indicated by lights which are adequately placed. Special care shall be taken to see tlat someone is responsible for maintaining 'barricades and eights, especially during week-ends and holiday periods. If such barricades are not properly maintained, the Engineer may employ someone to carp for sane, and such costs will be deducted from the final payment due the Contractor. (4) Exists Services - Utility lines are indicated in their approximate location on the drawings. Water lines will be staked in the field in their approximate locations. Gas lines will be staked by Washington Natural Gas upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, and shall save the City Harmless from the results of damages of such facilities. t` { P l GENERAL SPECIFICATIONS (1) Scope of Work - This specification is intended fcr the Contractor to provide all labor, materials and equipment required for the installation of sewer pine, manholes and other appurtenances, all as shown on the plans or as list- ed in these spec'fications. 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 n other items. Thc; intent is to provide a completed project, including mis- cellaneous small items which may not be listed but which are incidental to the other work. i (2) Hight Of Way - Property lines and easements as shown on the drawings indicate area limits over which the City has jurisdiction. The Contractor must confine his operations to these ri hts of way, and shall take every precaution to pro- tect private property. Should the Contractor desire use of adjoining private property, he shall make all such arrangements with property owners involved. (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise provided for in the Special Provisions. Local traffic shall be pro- vided access to private properties except when: it is impracticable due to the nature of work involved. Emergency traffic such as police, fire, and disaster rr:its shall b,. provided reasonable access at all times. Work on a given street snail be accomplished in such a manner as to make it available for normal traffic as soon as possible. barricades shall be provided along the streets, and at night they shall be dis- tii.ctly indicated by lights which are adequately placed. Special care shall be } taken to see that someone is responsible for maintaining barricades and lights, fespecially during week-ends and holiday periods. if such barricades are not f properly maintained, the Engineer may employ someone to carp. for same, and such costs will be deducted from the final payment due the Contractor. (4) Existing Services - Utility lines are indicated in their approximate location on the drawings. 'dater lines will be staked in the field in their approximate locations. Gas lines will be staked by Washington Natural Gas upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of ner-ssary services, and shall save the City Harmless from the results j. of damages o. such facilities. i i i l I GENERAL SPECIFICATIONS (1) Scope of Work - This specification is intended for the Contractor to provide a 1 labor, materials and equipment required for the installation of sewer pine, manholes and other appurtenances, all as shown on the plans or as list- ed in these specifications. Small items of work which are itemized on the plans or in the specifications and for which no pay item is listed in th3 Schedule of Prices shall be absorbed _n other items. The intent is to ro• ide a completed project, including mis- cellaneous 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 draain63 indicate area limits over which the City has jurisdiction. The Contractor must confine his operations to these rifhts of way, and shall take every precaution to pro- tect private property. Should the ontractor desire use of adjoining private property, he shall make all such arrangements with property owners involvei. s (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise provided fo: in the Special Provisions. Local traffic shall be pro- vided access to private properties except wren it is impracticable due to the nature of work involved. Emer--envy traffic such as police, fire, and disaster units small be provided reasonable access at all times. Work on a given street shall be accomplished in suc:i a manner as to make it available for normal traffic as soon as possible. Barricades shall be provided along the streets, and at night tney small be dis- tinctly indicated by lights which are adequately placed. Special care shall be taken to sec 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 employ someone to carp for same, and such costs will b deducted from the final payment due the Contractor. (4) Existing Services - Utility lines are indicated in their approximate location on the drawings. Water lines will be staked in the field in their approximate locations. Gas lines will be sta:•rd by Washington Natural lias upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, and shall save the City Harmless from the results of damages of such facilities. I= IM GFMLkL SPECIFICATIONS (1) Scope of Work - This specification is intended for the Contractor tc provide all labor, materials and equipment required for the installation of sower pine, manholes and other appurtenances, all as shoim on the plans or as list- ed in these specifications. 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 n other items. .he intent is to provide a completed project, including mis- cellaneous 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 drawings indicate area limits over which the City has jurisdiction. The Contractor must confine his operations to these rights of way, and shall take every precaution to pro- tect private property. Should the Contractor desire use of adjoining private property, he stall make all such arrangements with property owners involved. (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise provided for in the pecial Provisions. Local traffic shall be pro- vided access to private properties except whea it is impracticable due to the P nature of work involved. FmerLenc traffic such as olice fire and disaster units shall be d y p , provide.. j reasonable access at all times. f � k Work on a given street stall be accomplished in such a manor as to make it available for normal traffic as soon as possible. I I Barricades shall be provided along the streets, and at night they shall be dis- tinctly indicated by lights which are adequately placed. Special care shall be taken to see that someone is re3ponsible for maintaining barricades and lights, especially during week-ends and holiday periods. If such barricades are not properly maintained, the Engineer may employ someone to carF for same, and such costs will be deducted from the final payment due the Contractor. (4) Existing Services - Utility lines are indicated in their approximate location on the dracnngs. hater lines will be staked in the field in their approximate locations. Gas lines will be staked by Washington Natural :;as upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, and shall save the City Harmless from the results of damages of such facilities. I i GENERAL SPECIFICATIONS (1) Scope of Work - This specification is intended for the Contractor to provide all labor, materials and equipment required for the installation of sewer pine, manholes and other appurtenances, all as shown on the plans or as list- ed in these specifications. 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 Ln other items. The intent is to provide a completed project, including mis- cellaneous small items which may not be listed but which are incidental to the other work. (2) Might Of Way - Property lines and easements as shown on the drawings indicata area limits over which the City has jurisdiction. The Contractor must confine his operations to these rights of .,ray, and shall take every precauticn to pro- tect private property. Should the Contractor desire use of adjoining private property, he shall make all such arrangements with property owners involved. (3) Traffic Maintenance and Prote^.tion - Streets may be closed to thru traffic unless otherwise provided for in the Special Provisions. Loral traffic shall be pro- vided access to private properties except when. it is impracticable due to the nature of work involved. Emer., ency traffic such as police, fire, and disaster units shall be provided reasonable access at all times. Work on a given street shall be accomplished in such a maruier as to make it available for normal traffic as soon as possible. Barricades shall be provided along the streets, and at night they shall be dis- tinctly indicated by lights which are adequately placed. Special care 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 employ someone to care for same, and such costs will be deducted from the final payment due the Contractor. (h) Exist Services - Utility lines are indicated in their approximate location on the drawings. Water lines will be staked in the field in their approximate locations. Gas lines will be staked by Washington Natural 'pas upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, and shall save the City Harm,.ess from the results of damages of such facilities. GYNJ RAL SPECIFICATIONS (1) Scopeof Work - This specification is intended for the Contractor to provide all 11 abor, materials and equipment required for the installation of sewer pine, manholes and other appurtenances, all as shown on the plans or as list- ed in these spec'fications. Small items of work which are itemized on the plans or in the .pecifications and for which no pay item is listed in the Schedule of Prices shall be absorbed n other items. The in`.ont is to provide a conplet,d project, including mis- cLllaneous small items which may not ba listed but which are incidental to the other work. (2) Right Of�Way - Property lines and easements as shown on the drawings indicate area limits over which the 'City has jurisdiction. The Contractor must confine his operations to these rights of way, and shall Lake every precaution to pro- tect private property. Should the ontractor desire; use of adjoining private property, he shall make all such arrangements with property- owners involved. (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise vrovided for in the pecial Provisions. Local traffic shall be pro- vided access to private properties except when it is impracticable due to the nature of work involved. Eme^Cency traffic such as police, fire, and disaster units shall be provided reasonable access at all times. Work on a given street stall be accomplished in such a maruier as to make it available for normal traffic as soon as possible. Barricades small be provided along the streets, and at night they shall be dis- tinctly indicated by lights which are aaequately placed. Special care 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 employ someone to carp for same, and such costs will be deducted from the final payment due the Contractor. (4) Exist' Services - Utility lines are indicated in their approximate location on the drawings, -later lines will be staked in the field in their approximate locations. Gas lines will be staked by Washington Natural Gas upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, and shall save the City Harmless from the results of damages of such facilities. ti GENrrjAL SPECIFICATIONS (1) Scope of Work - This specification, is intended for the Contractor to provide all labor, materials and equipment required for the installation of sewer pine, manholes and other appurtenances, all as shown on the plans or as list- ed in these specifications. Small items of work which are itemized or. 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 mis- cellaneous small items which may not be listed but which are incidental to the other work. (2) Right Of Way - Property lines ana easements as shown oa the drawings indicate area limits over wl,ich the City has jurisdiction. The Contractor must confine his operations to these r!.ghts of way, and shall take every precaution to pro- tect private property. Should the Contractor desire use of adjoining private property, he shall make all such arrangements witil property owners involved. (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise provided for in the Special Provisions. Local traffic shall be pro- vided access to private properties except when it is impracticable due to the nature of work involved. Emergency traffic such as police, fire, and disaster units shall be provided reasonable access at all times. Work on a given street shall be accomplished in such a maru:er as to make it available for normal traffic as soon as possible. Barricades shall be provided along the streets, and at night they shall be dis- tinctly indicated by lights which are adequately placed. Speci-I care 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 employ sc ?one to carp for same, and such costs will be deducted from the final paymont due the Contractor. (4) Existing Services - Utility lines are indicated in their anpr=.mata location on thengs. Water lines will be staked in the field in their approximate locations. Gas lines will be staked by Washington Natural uas upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, and shall save the City Harmless fron the results of damages of such facilities. GENERAL SPECIFICATIONS (1) Scope of Work - This specification is intended for the Contractor to provide a l la or, materials and equiprent required for the installation of sewer j pine, manholes and other appurtenances, all as shown on the plans or as list- ed in these specifications. 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 itans. The intent is to provide a conplated project, inolading mis- cellaneous small items which may not be listed but which are incidental to the other work. (2) Right Of Way - Property lines and casements as sr.jwn on the drewint;s indicata area n.m7ts over which the City has jurisdiction. The Contractor must confine his operations to these rights of way, and shall take every precaution to pro- tect private property. Should the Contractor desire use of adjoining prirato property, he shall make all such arrangements with property owners involved. (3) Traffic Maintenance and Protection - Streets may be closed to thru traffic unless otherwise nro,ti or :n the=pec ial. Provisions. Local traffic shall be pro- vided access to private properties except whe- it is ianpracticable due to the nature of work involved. E Emer;ency traffic such as police, fire, and disaster units shall be provided reasonable access at all times. s ldork or. a given street shali be accomplished in such a mariner as to .make it f available for normal traffic as soon as possible. Barricades shall be provided along the streets, and at night they stall be dis- tinctly indicated by lights which are adequately placed. Special care stall be taken to see that someone is responsible for maintaining barricades and lights, especially during week-ends and holiday periods. I" su-,h barricades are not ` properly maintained, the Engineer may employ someone to carp for same, and I such costs will be deducted from the final payment due the Contractor. (4) Fisting Services - Utility lines are indicated in their approximate location on ine arawings. water lines will be staked in the field in their approximate locations. Gas lines will be staked by Washington Natural das upon requast of the Contractor. The Contractor shall protect all such fac�litiee, avoid inter- ruption of necessary services, and shall save the City Harmless from the results of damages of such facilities. i (}iXERAL SPECIFICATIONS (1) Scopeof Work - This specification is intended for the Contractor to provide a 1 11 o�terials and equipr.ent required for the installation of sewer pine, manholes and other appurtenances, all as shown on the plans or as lie+- ed in these Spec'£ications. 'r Small items of work which are itemized on the plans or in the specif:lcatione and for which no pay item is listed in the Schedule of Prices shall be absorbed .n other iteras. The intent is to provide a coriplated project, including nis- cellaneous small items which may not be listed but which aia incidental to the other work. (2) Ri ht�Of a;� - Property lines and easements as shown on the drawings indicate ares over which the City has jurisdiction. The 'Contractor must confine his ;perations to these rights of way* and Shall take every precaution to pro- f toc;, private property. Should 'he Contractor desire use of adjoining private property, he shall :asks all rangementa Tcfth property owners involved. (3) Traff_-; . .ntenance and Protection - Streets may be closed to thru traffic unless otherwise ;)rovided for in the pecial Provisions. Local traffic shall be pro- vided access to private properties except when it is impracticable due to the nature of work involved. Emergency traffic such as police, fire, and disaster units shall be provided reasonable access at all times. Jork on a given street shall be accomplished ii, such a manner as to make it available for normal traffic as soon as possible. Barricades shall be provided along the streets, and at right they shall be dis- tinctly indicated by lights which are adequately placed. Spacial care shall be j taken to see that someone is responsible for maintaining barricades and lights, f especially during week-ends and holiday periods. If such barricades are not E properly maintained, the Engineer may employ someone to carp for same, and such costs will 'oe deducted from tae final payment due the Contractor. t (4) Exleti S�rvice� - Utility linas are indicated in their approximate location on at chi 3 z Water lines will be staked '.n the field in their approximats locations. Gas lines will be staked by 'rlashington Natural Use upon request of the Contractor. The Contractor shall protect all such facilities, avoid inter- ruption of necessary services, and shall save the City Harmless from the results cf damages of such facilities. k NONE General Specifi. ations (Continued) (5) Lines and Grades- The City Engineer shall 'wive the right, to make reasonable changed the grades as they are shown on thu drai.ings. Grades will be established in the form of offset stakes stations not greater than 50 feet, set in advance of the work. Wherever work is in .rogresE , the Contractor shall have in his employ a man competent to set batter boards )r other Construction guides from the line and grade stakes ven by the City Engineer. Such employer shall have the duty and responsibility of placing and maimi.aining such construc- tion guides. ratter boards set with an engineers level stall be used for all dines set on a grade of 0.50% or less, at least three sets of batter boards shall remain in place during pipe layin operations. If, through the Gca- tractor's negligence, any stakes should be destroyed and require re-setting, a sum shall be deducted from the Contractor's fina). pay+ient equivalent to the extra cost in engi :ering 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 next phase of his operation so that his work will not be delayed while waitinr, for construction guides. (6) Trenchin £or Sewer - The Contractor shall not begin excavation for say section o�t e pipe ine`until he has on hand all material and equipment necessary for its rapid completion. In no case, without previous permission from the City Engineer, shall more than two hundred feet (2001) of trench be opened in advance of the completed sewer. Trenchec shall be excavated to the lines and grades established and staked by the City Engineer. The minimum trench widta shall be 12" greater tian the outside diameter of pipe. Excavation material shall be piled in such a manner as to cause the least possi- ble restriction to traffic and the best protect'.or to the work. The Contractor shall furnish all necessary machinery for the work and shall pump, bail, or otherwise remove any water which accumulates in the trench. He shall perform all work necessary to keep the trenc'- :iBar of water while the foundations and the mason; are bein;; construct.; 'h.s pipe laid. Payment for trenching sh;. 11 be included in the price bid per lineal foot of sewer in place. (7) Timbering - The Contractor shall furnish, place and maintain such sheeting and bracing as may be required to support the sides of the trench and prevent any movement therein which migat damage or delay the work or cause injury to street surface or adjacent property, and to r-ovide for safety of workman and public. If, in the opinion of the 5ng nee; , any timbering is inadequate he may direct the Contractor to furnish and place additional supports, out compliance with such order or failure of the Engineer to give -nem shall not release V Contractor from his responsibility for adequate maintenance of trenches. All timber shall be removed from the trench befQre or during backfilli.ng except that which is necessary, as determined by the Engineer, for protection of the sewer or other facilities. Such permanent timber shall be cut off about two (2) feet below the ground surface. c� f General Specifications (Continued) (5) Lines and Grades- The Cicy Engineer shall have the rj-:,t to make reasonable changes in the grades as they are shown on the drawings. Grades will be established in the form of offcet stakes at stations not greater than 50 Feet, set in advance of the work. Wherever work is 'n progress, the Contractor shall have in his employ L man competent to set batter boards or other construction guides from -he line and grade stakes given by the City Engineer. Suc? ^mployee shall have the iuty and responsibility of placing and maintaining such .,onstruc- tion guides. Hatter boards set with an engineers level shall be used for all lines set on a grade of 0.50% or less, at ; east three sets of batter boards shall runain in place during pipe laying operations. If, through the Con- tractor's negligence, aii stakes should be destroyed and require re-setting, a sum -hall be deducted from the Contractor'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 satting of stakes for the next phase of his operation so that his work will not be delayed while waiting for construction guides. (6) Trench for Sewer - The Contractor shall not begin excavation - : any section o ne pipe line until tie has on hard all material and equipment necessary for its rapid completion. In no case, without previous permission from the City Engineer, shall more than two hundred fopt (200", of trench be erred in advance of the completed sewer . Trenches shall be excavated o the li.,as and grades established and staked by 'k the City Engineer. The minim,m trench width shall be 12" greater than the outside diameter of pipe. Excavation material shall be piled in such a manner as to cause the least possi- ble restriction to traffic and the best protection to the work. The Contractor shall furnish all necessary machinery for the work and shall pump, bail, or otherwise remove any water which accumulates in the trench. He shall perform all work necessary to keep the trenches clear of water while f the foundations and the masonry are being constructed or the pipe laid. Payment for trenching shall Le included in the price bid per lineal foot of sewer in place. (7) Timbering - The G�.itractor• shall furnish, place and maintain such sheeting and ora ng as may be required to support the sides of the trench and prevent any movement therein which might damage or delay the work or : ause injury to street surface or adjacent property, and to provide for safety of workman and p: ;lic. If, in the opinion of the Engineer, any timbering :s inadequate he may direct the Contractor to furnish and place additional supports, but compliance with such order or failure of the Engineer to give tnem shall not release the Contractor from his responsibility for adequate maintenance of trenches. All timber shall be removed from the trench before or during backfilling except C that which is necessary, as determined by the Engineer, for protection of the f sewer or other facilities. Such permanent timber shall be cut off about two (2) r feet below the ground surface. l f v i r General Specifications (Continued) (5) Lines and Gradee_ The City Engineer shall have the right to make reasonable changes in the ggrades as they are shown on the drawings. Grades will be established 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 Contractor 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 have the duty and responsibility of placing and maintaining such construe- tion guides. Batter boards set with an engineers level shall be used for all lines set on a grade of 0.5Gb or less, at least three sets of batter boards shall remain: in place during pipe laying operations. If, through the Con- tractor's negligence, an) stakes should be destr--yed and require re-setting, a sum shall be deducted from the Contractor's final payment equivalent to the extra cost in engineering required for such replacement. The Contractor shall arrange his work in such miner as to allow a reasonable time for the setting of stakes for the next phase of his operation so that his work will ::o+. be delaysd while waiting for construction guides. (6) Trenc. for Sewer - The Contractor shall not begin excavation for any section off` the pipe ine until he ha,, on hand all material and equipment necessary for its rapid completion. In no case, without previous permission from the City EnL,inear, shall more than two hundred feet (2001) of crerch be ot-aned 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 pipe. Excavation material shall be pilod in such a manner as to cause the least possi- ble restriction to traffic and the best protection to the work. The Contractor shall furnish all necessary machinery for the work and shall pump, bail, or otherwise remove any water which accimulates in the trench. Iie shall. perform all work .,cessary to keep the trenches clear of water while the foundations and the masonry are being constructed or the pipe laid. Payment for trenching shall be included in the price bid per lineal foot of sewer in place. (7) Timbering - The Contractor shall furnish, place and maintain such sheeting and bracing as may be required to support the sides of the trench and prevent any movement therein which might damage or delay the work or cause injury to street surface or adjacent property, and to provide for safmty of workman and public. If, in the opinion of the Engineer, any timberin& is inadequate he may direct the Contractor to furnish and place additional supports, but compliance with such order or failure of the Engineer to give tnem shall not release the Contractor from his responsibility for adequate maintenance of trenches. All timber shall be removed from the trench before or during backfilling except that which is necessary, as determined by the Engineer, for protection of the seder or other facilities. Such permanent timber shall be cut off about two (2) feet below the ground surface. General Sp,. .fications (Continuer (5) Lines and Grades- The Lty Engineer shall have the right to make reasonable change— s— in n the grL as they are shown on the drawings. Grades will be established in the germ of offset stakes at stations not greater than 50 feet, set in advance of the work. Wherever work is in progress, the Contractor shall tav3 in his er.ploy a man competent to set batter boards or other construction guides from tiie line and grad3 stakes given by the City Engineer. Such employee shall have the duty and responsibility of placing and maintaining such construc- tion guides. matter boards set with an enEineers level shall be used for all lines set on a grade of 0.50% or less, at least three sets of batter boards shall remain in place during pipe laying operations. If, through the Con- tractor's neglige.ice, any stakes should be destroyed and require re-setting, a sum shall be deducted from the Contractors final payment equivalent to the extra cost in engineering required for such replacement. The Contractor shall ari�ange his work in such manner as to allow a reasonable tine for the setting of stakes for the next phase of his operation so that his work w:.11 not be delayed while waiting for construction guides. (6) Trenchi� for Sewer - The Contractor shall not begin excavation for any section o e pipe line zntil he has on hand all material and equipment necessary for its rapid completion. In no case, without previous permission from the City Engineer, shall more than two hundred feet (2001) of tre:.ch be opened in advance of the completed sewer. Trenchas 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 pipe. Fxcavation material shall be pilod in such a manner as to cause the least possi- ble restriction to traffic and the best protection to the work. i 'l The Contractor shall furnish all necessary machinery for the work and shall pump, bail, or otherwise remove any water which accumulates in the trench. He sha__l perform all work necessary to keep the trenches clear of water while the foundations and the masonry are b3ing constructed or the pipe laid. Payment for trenching shall be included in the price bid per lineal foot of sewer in place. I (7) Tim - The Contractor shall furnish, place and maintain such sheeting an bracing as may be required to support the sides of the trench and prevent any movement therein which might damage or delay the work or cause injury I to street surface or adjacent property, and to provide for sai'ety of workman and public. 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 order or failure of the Engineer to give tnem siall not release the Contractor from his responsibility for r equate mairtenai.-e of trenches. All timber stall be removed from the trench before or during backfilling except that which is necessary, as determined by the Engineer, for protection of tha sewer or other facilities. Such permanent timber shall be cat off about two (2) feet below the ground surface. f . 'i i i General Specifications (Continued) (5) Lines and Grades- The City Engineer shall have the right to rake reasonable changes in the grades as they are shown on the drawings. Grades will be established in the form of offset stakes at stations not greater than 50 feet, set in advance of ;he work. Wherever work is in progress, the Contractor 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 have the duty and responsibility of placing and maintaining such construc- tion guides. Batter boards set with an engineers level shall be used for all lines set on a grade of 0.50% or less, at least three sets of batter boards shall remain in place during pipe laying operat .ans. If, through the Con- tractor's negligence, any stakes should be destroyed and require re-setting, a sum shall be deducted from the Contractor's final payment equivalent to the extra cost in engineering required for such repiacamen:.. The Contractor shall arrange his work in such manner as to allo,.: a reasonable time for the setting of stakes for the next phase of his operation so that his work will not be delayed while waiting for construction, guides. (6) TreegeV� _for Sewer - The Contractor shall not begin excavation for any section 07 the e pipe luau until he has on hand all material and equipme:t necessary for its rapid completion. In no case, without previous permission from the City Engineer, shall. more than two hundred feet (2001) of trench be opened in advance of the completed sewer. Trenches shall be excavated to tha lines and grades established and staked by the City Engineer. The minimum trench width shall be 12" greater than the outside diameter of pipe. Excavation naterial shall be pil:d in such a manner as to cat.se the least possi- ble restriction to traffic and the best protection to the woxk. The Contractor shall furnish all necessary machinery for the work and shall pump, Sail, or otherwise remove any water whit . accumulates _n the trench. !Is shall perform all work necessary to keep the trenches oleo of water while the foundations and the masonry are bein;, constructed or the pipe laid. Payment for trench shall be included in the Y� trenching price bid per lineal foot of sewer in place. (7) Timms - The Contractor shall furnish, place and maintain such sheeting and bracing as may be required to support the sides of the trench and prevent any movement therein which might damage or delay the work or cause injury to street surface or adjacer property, and to provide for safety of workman and public. 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 order or failure of the Engineer to give tnem shall not release the Contractor from his responsibility for adequate maintenance of trenches. All timber shall be removed from the trench before or during backfilling except that which is necessary, as determined by the EnCineer, for protection of the sewer or other facilities. Such permanent timber shall be cut off about two (2) feet below the ground surface. General Specifications (Continued) (5) Lines and Grades- The City Engineer shall have the right to make reasonable changes in the grades as they are shown or, the drawings. Grades will be established 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 Contractor 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 have the duty and responsibility of placing an.1 maintaining such construc- tion guides. Batter boards set with an engineers level shall be used for all lines set on a grade of 0.50% or less , at leact three sets of batter boards shall remain in place during pipe laying operations. If, through the Con- tractor's negligence, any stakes should be destroyed and require re-setting, a sum shall be deducted from the Cortractor'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 allo;.r a reasonable time for the setting of stakes for the next phase of his operation so that his work will not be delayed while waiting for constriction guides. (6) Trenchinr for Sewer - The Contractor shall not begin excavation for any saction of the pipe line-Mil ho ha:: on hand all material and equipment necessary for its rapid completion. In no case, without previous permission from the City Engineer, shall mere than two hundred feet (2001) of trench be opened in advance of the completed sewer. Trenches shall be excavated to the lines and ;trades established and staked by the City Engineei. The minimum trench width ;hall be 12" breater than the outside diameter of pipe. Excavation material shall be pilad in such a manner as to cause the least possi- ble restriction to traffic and the best protection to the work. The Contractor shall furnish all necessary machinery for the work and shall pump, bail, or otherwise remove any water which aceunu]ates in the trench. He shall perform all work necessary to keep the trenches clear of water while the foundations and the masonry are beixk; constructer or the pipe ?aid. Payment for trenching shall be included in the price bii per lineal foot of t sewer in place. f (7) Timber - The Contractor shall furnish, place and maintain such sheeting F and bracing as may be required to support the sides of the trench and prevant any movement therein which might damage or delay the work or cause injury to street surface or adjacent property, and to provide for safety of workmaz. and public. If, in the a ;ion of the Engineer, any timberin, is inadequate he may direct the Contractor to furnish and place additional supports, but compliance with such order or failure of the Engineer to give tnem shall not release the Contractor from his responsibility for adequate mainterance of trenches. P All timber stall be removed from the trench before or during backfilling -xcept that which is necessary, as determined by the Engineer, for protection or as sewer or other facilities. Such permanent timbor shall be cut off about iwo (2) feet below the ground surface. M `k E General Specifications (Continue.) G) Lines and Grades- The City Eng': ^er shall have the right to Rake reasonable changes in the grades as they shown on the drawings. Grades will be established in the form of of! -takes at stations not greater than 50 feet, set in advance of the work. 'W er work is in progress, the Contractor shall have in his employ a man compe-, to set batter boards or other construction guides from the line and grade slakes given by the City Engineer, Such employee shall have the duty and responsibility of placing and maintaining such construc- tion guides. Batter boards set with an engineers level shall be used for all lines set on a .^,rade of 0.50% or less, at least three sets of batten boards shall remain in place during pipe laying operations. If, through the Con- tractor's negligence, any stakes should be destroyed and require re-setting, a sum shall be deducted from the Contractor's final payment equivalent to the extra cost in engineering rcluired 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 next phase of his cperation so that his work will not be delay:d while waiting for construction guides. (6) -Trench' fcr Sewer - The Contractor shall not begin excavation for any section or ne pipe fisemrtil he has on hand all material and equipment necessary for its rapid completion. In no case, without previous, permission from the City Engineer, shall more than: two hundred feet (2001) of trench be or^red 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" g.•eater than the outside diameter of pipe. Excavation material shall be piled in: such a manner as to cause the least possi- ble restriction to traffic and t 1 best protection to the work. The Contractor shall furnish all necessary machinery for the wc,rk and s:,_all pump, bail, or otherwise remove any water which accunWAtes in the trench. He shall perform all work necessary to keep the trenches clear of water while ` the foundations and the masonry are boiry; constructed or e pipe laid. F Payment for trenching shall be included in the price bid per lineal foot of sewer in place. ` (7) Timbering - The Contractor shall furnish, place and maintain such sheeting slid bracing as may be roquired to support tine sides of the trench and prevent any movement therein which might damage or delay the work or cause injury E to street surface or adjacent property, and to provide for sarety of workman C!4 and public. If, in the opinion of the Engineer, any timbering is inadequate lie may direct the Contractor to furnish and place additional supports, but ^ompliance with, such order or failure of the Engineer to give tnem shall not release the Contractor from his responsibility for adequate maintenance of trenches. All timber shall be removed from the trench before or during backfilling except that which is necessary, as determined by the Engineer, for protection of the sewer or other facilities. Such permanent timber shall be cut off about two (2) feet below the ground surface. 4 t I General Specifications (Continued' (5) Lines and Grades- The City Engineer shall have the right to make reasonable c.'ianges in thn grades as they are shown on the drawings. Graces will be established in the form of offset stakes at station: not greater than 50 feet, set in advance of the work, 'Wherever work is in progress, the Contractor shall have in his employ a man competent to set batter boards or other construction guide-- from the line and grade stakes gi•en by the City Engineer., Such employee shall have the duty and responsibility of placing anti maintaining _uch construc- tion guides. Hatter boards set with an engineers level shall be used for all lines set on a grade of 0.50; -jr less, at least three sets of batter boards shall r:main in place during pipe laying operations. If, through the Can- tractors n-glicence, any stakes should be destroyed and require re-setting, a sum shall be deducted from the Contractor's final payment equivalent to the extra cost in engineering required £o, such replacement. The Contractor shall arrange his work in such manner as to allow a reasonable time for the setting of stakes for the next phase of his operation so that his work will not be delayed while waiting for construction guides. r (6) Trenching for Sewer - The Contractor shall not begin excavation for any 3ection of the pipe line until he has on hand all material and equipment necessary for its rapid completion. In no case, without previous permission from the City Enginee_�, shall more than two hundred feet (2001) 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 ::_dth shall be 12" greater than the outside dianeter of pipe, wtcavation :;atcriai o'.iall :e ]il_d in such a manner as to cause the least possi- ble restriction to traf_'ie and t:ie best protection to tna work. The Contractor shall furnish all necessary machi-ery for the work and shall pump, bail, or otherwise remove any ater which accumulates in the trench. He s:.ail perform all work necessary to keep the trenches clear of water while the foundations and the masonry , being constructed or the pipe laid. Payment for trenching shall be included in the price bid per 1_noal foot of sewer in place. (7) Timbering - The Contractor :;'.Hall furnish, place ai.d maintain such sheeting and bracing as may be r :quired to supper'., the sides of the trench and irevent any movement therein which might damage or delay the work or cause injury to street surface or adjacent property, and to provide for safety of worlmsan and public. If, in the opinion of the Engineer, any timbering is inadequate he may direct the Contractor to furnish and place additional supports, but compliance :nth such order or failure of the F.ntineer to give tnem shall not release the Contractor from his responsibility for adequate maintenance of trencnes. All tuber shall be removed from the trench before or during backfilling except that which is necessary, as determined by the Engineer, for protection of the sewer or other facilities. Such permanent timbcr shali e cut off about two (2) feet below the ground surface. E r c i F j d General Specifications (Continued) (5) Lines and Grades- The City Engineer shall have the light to make reasonable changes— in the tirades as they are shown on the drawings. Grades will be established in the form of offset stakes at stations not greater than 50 feet, set �n advance of the work. Wherever work is in progress, the Contractor 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 have the duty and responsibility of placing an maintaining such construc- tion guides. Batter boards set with an engineers level shall be used for all line: set on a grade of 0.50% or less, at least three sets of batter boards shall remain in place during pipe laying operations. If, through the Con- tractor's negligence, any stakes should be destroyed and require re-setting, a ` sum shall be deducted from the Contractor's final payment equivalent to the extra cost in engineering required for such replacement. The Contractor shall arrange his work in such manner as Lo allow a reasonable time for the setting of stakes for the next phase of his operation so that his work will not be delayed while waitin for construction guides. (6) Trenching for Sewer - The Contractor shall not begin excavation for any section of pipe line until he has on hand al'. material and equipment necessary for its rapid completion.. In no case, without previous permission from the City Engineer, shall more than two hundred feet (2001) of ench be opened in advance of the completed sewer. Trenches shall be excavated to the lfnas and i.rades established and staked by the City Engineer. The minimum trench width shall be 12" greater t'-an the outside diameter of pipe, 4 r Excavation :iateriai shall Je pil-,d in such a i,Wicr as to cause the bast possi- ble restriction to traffic and the best protection to the work. The dontractor shall furnish all necessary machinery for the Bork and shall ,pump, bail, or otherwise remove any water which accumulates in the trench. lie shall perform all work necessary to keep the trendies clear of water while the foundations and the masonry are bAk, constracted or the pipe laid. Payment for t renching shall be included in the price bid per lineal foot of sewer in place. (7) Timbering - 'The Contractor s..iall furnish, pla e and maintain such sheeting and bracing as may be r:squired to support the sides of the trench and prevent any movement therein which might damage or delay the work or :ause injury to street surface or adjacent property, and to provide for sasety of workman -.nd public. 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 order or failure of the an�-,ineer to give tnem shall rot release the Contractor from his responsibility for adequate maintenance of trenches. All timber shall be renoved from the trench before ni during backfilling except that which is necessar;, as determined by the Engi ar, for protectior of the sewer or other faci ta�5. Such permanent timber shall be cut off about two (2) feet below the ground surface. 1 C I 1 `\V General Specifications (Continued) (5) Lines and Grades- The City Engineer snail have the right to make reasonable c'.anges n t e grades as they are shown on the drawings. Grades will be established in the form of offset stakes at stations not greater than 50 feet, sat in a wants cf the work. :Rterever work is in progress, the Contractor shall have in his employ a man competent to set batter boards or other construction guides from the lino and grade stakes given by the City Engineer. Such employee shall have the duty and responsibility of placing anti main*.aining such construc- tion guides. utter boards set with an engineers level shall Ue used for all lines set on a grade of 0.508 or less, at least three sets of batter boards shall remain in place during pipe laying operations. If, through the Con- tractor's negligence, any stakes should be destroyei and require re-setting, a sum shall be deducted from the Contractor's final payment equivalent to the extra cost in engineering required for such replacement. j The Contractor stall arzange his work in such manner as to alla:r a reasonable I time for the settil,g of stakes for the next phase of his operation so that his work will not be delayed while waiting for construction guides. (6) Trenchin for Sower - The Contractor shall not begin excavation. for any section or a pipe ins until he has on hand all material and equipment necessary for its rapid completion. In no case, without previous permission from the City p Engineer, shall more than two hundred feet (2001) of trench be opened in advance of the completed sewer. Trenches shall be excavated to the lines and grades established a:-Id staked by the City Engineer. The minimum trench width shall be 12" greater than the E outside diameter of pipe. F Excavatic: material shall be piled in such a manner as to cause the least possi- ble restricti)n to traffic and the best protection to the work. p The Contractor shall furnish all necessary machinery for the work and shall pump, bail, or othemise remove any water which accmuulates in the trench. He shall perform all work necessary to keep the trenches clear of water while the fowidations and the masonry are being constructed or the pipe laid. Payment for trenching shall be included in the price bid per lineal foot of sewer in place. (7) Ti�_mbe�ri - The Contractor shall furnish, place and maintain: such sheeting �� �tiracirg as may be required to support the sides of the trench and prevent any movement therein which might damage or delay the work or cause injury to street surface or adjacent property, and to provide for safety of workman and public,. If, in the opinion of the Engineer, any timbering is inadequate he ;y direct the Contractor to furnish and place additional supports, out come-liance with such order or failure of the Engineer to give tnem shall not release the Contractor from his responsibility for adequa'le maintenance of trenches. a 11 timber shall be removed from the trench before or during backfill9ng except t at which is necessary, as determined by the Engineer, for protection of the sewer or other facilities. Such permanent timber shall. be -ut off about two (2) feet below the grotmd surface. 4 General Specifications (Continued) (5) Lines and Grades- The City Engineer shall have the right to make reasonable changes in the grades as they are shown on the dra-dings. Grr :es will be established 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 Contractor shall Gave in his employ a man competent to set batter boards or other construction guides from the line and grade stakes given by the G'ty F,ngineer. Such employee shall have the duty and responsibility of placing and maintaining such construc- tion guides, Satter boards set with an engineers level shall be used for all lines set on a grade of 0.50% or less, at least three sets of batter boards shall remain in place during pi.pe laying operations. If, through the Con- tractor's negligence, any stakes should be destroyed and require re-setting, a swn shall be deducted from the Contractor's final payment equivalent to the er;tra 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 next phase of his operation so that his work will not be delayed while waiting for construction guides. (6) Trench for Sewer The Contractor shall not begin excavation for any section o e pipe ins until he ha;: on hand al: material and equipment necessary for its rapid completion, rn no case, without previous permission from the City Engineer, shall more than two hundred feet (2001) 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 A Amum trench width shall be 12" greater than the outside die:^Teter of pipe. 'excavation material 31,�11 bs piled in such a manner as to cause the least possi ble restriction to traffic and the best protection to the work. The Contractor shall furnish all necessary machinery for the work and shall pump, bail, or otherwise remove any water which accumulates in the trench. He shall perform all work necessary to keep the trenches clear of water while ' the foundations and the masonry are being; constructed or the pipe laid. Payment for trenching shall be included in the price bid per lineal foot of sewer in place. (7) Tim��oeri. �� - The Contractor shall furnish, place and maintain: such sheeting and�rac as may be required to support the sides of the trench and prevent any mover t therein which might damage or dela,- the work or cause injury to stres surface or adjacent property, and to provide for safety of workman and public. 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 order or failur9 of the Engineer to give tnem shall Prot release the Contractor from his responsibility for adequate maintenance of a trenches. All timber shall be removeO from the trench before or during backfillIng except that which is necessary, as determined by the Engineer, for protaction of the sewer or other facilities. Such permanent timber shall be cut off about two (2) feet below the ground surface. General Specifications (Continued) (8) Backfilling of Pi e Trench - No work shall be covered until it has been exam- ined by the City t2igineer. The earth filled around and to a depth of six inches o1rer the top of the pipe shall be free from stones and hand tamped with the utmost care so as to obtain the greatest compactness and solidity possible. Unless otherwise covered in the Special Provisions, in backfilling, the earth shall be placed in uniform layers and each layer shall be pneumatically tamped or water settled as conditions dictate to prevent settling. Wi,ere in the udgment of the City Engineer the native material is not, ouitable to be returned to he ditch, it shall be wasted and the ditch sbAli be backfilled with select back- All cost for backfilling, compacting and disposal of exceos and rejected material shall be absorbed in the unit price bid for sewer pipe in place. if select back- fill is required, it will be paid for at the unit bid price. (9) Sewer Pi e - Nonreinforced concrete pipe shall conform to A. S. T. M. designa- tion - , Table II (extra strength) except as otherwise pro-ided. Joints shall be manufacturea for use of Brant Rubber Gaskets or equal. Clay sewer pipe shall be unglazed vitrified clay, conforming to Clay Pipe Institute Standards manufactured for mechanical compression jointing with flexible materials. (10) Installation of Pipe - All pipe shall be laid without break, up grade cm struc- ture to structure with bell ends of pipe up grade. Pipe shall be ]aid on stable foundations with joints closely and accurately fitted, true to line and grade and with uniform bearing under the full length of the barrel. of the pipe. All adjustments of pipe - o grade must be aceompl.ished by removing material or filling in with gravel unde•. the barrel of the pipe and not by wedging up the spigot or the bell. Dist,irbing the pipe in any manner, after the joints have bean made, shall not be permitted. Damaged or broken pipe shall be replacea by the Con- tractor at his own expense. At the clo.:e of each day's work or .henever the work ceases for any reason, the end of the pipe shall be protected with a close-fitting stopper. On any portion of the work where sewers are being constructed, the Contractor shall furrish and keep a ladder in the trench at each point where pipe is being laid to enable the Engineer to inspect the pipe laying work. Payment shall be made per !in. ft. of pipe in place, measured along the top of the pipe from outside edge of manhole to outside edge of manhole. (11) Manholes - Manholes shall be constructed at the location in.l;-sated on the plans; to the 7imensions and f the materials as shown on the ;,ypi.cal detail included here in. f kt f f r t C Seneral Specifications (Continued) (8) Beckfilling of Pi:e Tre ch - "i work shall be covered until it has bee,i _-xmm- fined by the CLty�inec The earth filled around and to a depth of six inter over the top of the pipe shall be free from stones and hand tamped with the utmost care so as to obtain the greatest compact-less and solidity possible. Unless otherwise covered in the Special Provisions, in backfilling, the earth shall be placed in uniform layers and each layer shall be pneumatically tamped o2 water settled as conditions dictate to prevent settling. Where in the judgment of the City Engineer the native material is not suitable to be returned to k silditch, it shall be: wasted and the ditch shall be bacifilled with select back- All cost for backfilling, compacting and disposal of excess and rejected material shall be absorbed in the unit price bid for sewer pipe in place. If select back- fill is required, it will be paid for at the unit bid price. (9) Sewer Pie - Nonreinforced concrete pipe shall confcrm to A. S. T. M. designa- tion - -, Table II (extra streigtb) exce t as otherwise provided. joints shall be manufactured for use of Brai.. Rubber Ga kets or equal. Clay sewer pipe shall be unglazad vitrified clay, conforming to Clay Pipe Institute Standards manufactured fur mechanical compression jointing wit flexible materials. (10) Instz';lation of Pipe - All pipe shall be laid without break, up grade from struc- ture to structure with bell ends of pipe up -rude. Pipe shall be laid on stable foundations with joints closely and accurately fitted, true to line and :.ads and with uniform bearing wider the full length of the barrel of the pipe. All adjustments of pipe to grade must be accomplished by removing ro terial or filling in with gravel under the barrel of the pipe and not by wedging up the spigot or the bell. Disturbing the pipe in any manner, after the joints have been made, shall not be permitted. Damaged or broken pipe sha-.:L be replaced ' the Cun- tractor at his own expense. At the close of each days worx or whenever the work ceases for any reason, the end of the pipe shall be prntocted with a close-ittting stopper. On any portion of the work where sewors are being constructed, the Contractor shall furnish and keep a ladder in the trench at each -point where pipe is being laid to enable the Engineer to inspect the pipe laying work. Payment shall be made per lin. ft. of pipe in place, measured along the top of the pipe from outside edge .f manhole to outside edge of manhole. (11) Manholes - Manholes shall be ecnstructed at the location indicated on the plans; to t i�—'aimensions and of the materials as shown on the typical detail included herein. r General Specifications (Continued) (3) 3ackfilling of Pie Trench - No work shall be covered until it has been e)cm- ined by the City ineer. The earth filled around and to a depth of six inches over the top of the pipa shall be free from stones and hand tamped with the utmost care so as to o! ain the greatest compactness and solidity possible. Unless otherwise covered it the Special Provisions, in backfilling, the earth shall be placed in uniform layers an,i each layer shall be pneumatically tamped or water settled as conditions dictate to prevent settling. Where in the udgment of the City Engineer the native material is not suitable to be returned to s ditch, it shall be wasted and the ditch shall be backfilled with select back- All cost for backfilling, compacting and disposal of excess and rejected material shall be absorbed in the unit price bid for sewer pipe in place. If select back- fill is required, it will be paid for at th, unit bia price. (9j Sewer Pie - Nonreinforced concrete pipe shall conform to A. S. T. M. designa- tion - , Table II (e-.tra strength) except a-, otherwise provided. Joints shad be man,ifactured for use of brant Rubber Gaskets or equal. Clay sewer pipe shall be unglazed vitrified clay, conforming to Clay Pipe Institute Standards manufactured for mec'c:anical compression jointing with lexible materials. (10) Installation of Pipe - All pipe shall be laid without break, up grade from struc- ture to structure irith bell ends of pipe up grade. Pipe shall be laid on stable foundations with joints closely and accurately fitted, true to line and grade aazcd with uniform bearing under the hill length of the barrel of the pipe. All adjustments of pipe to grade must be accomplished by removing material or filling in with gravel :.older the barrel of the pipe and not by wedging up the spigot or the bell. Disturbing the n., e in s y manner, after the joints have been made, shall list be permitted. Damaged or broken pipe shall be ­epv+ood by the Con- tractor at his own expense. A* the close of each days work or whenever the work ceases for any reason, the end of the pipe shall be protected with a close-fitting stopper. On any portion of the work where sewers are being constructed, the Contractor shall furnish and keep a ladder in the trench at each point wtere pipe is being laid to enable the EnSineer to inspect the pipe laying work. Payment shall he made per lin. ft. of pipe in place, iea-ured alone, the top of the pipe from outside edge of manhole to outside edge of manhole. (11) Manholes - Manholes shall be constructed at the location indicated on the plans, to�imensicns end of is materials as shown on the typical detail included heroin. r a General Specifications (Continred) (8) Backfilling of Pipe Trench - No work shall be covered until it has been exam- ined by the City ineer. The earth filled around and to a depth of six aches over the top of the pipe shall be free from stones and hand tamped with the utmost care so as to obtain the greatest compactness and solidity possible. Unless otvcrwr_se covered in the Special Provisions, in backfilling, the earth shall br place,' in uniform layers and each layer shall be pneumatically tamped or watar se;tl,:d as conditions dictate to prevent settling. Wh3re in the Judgment of -he City FnRiaeer the native material is not suitable to be returned to �111ditch, it shall be wasted and the ditch shall be backfilled wlth select back- Al-1 cost for backfilling, compacting and disposal of excess and rejected material shall be absorbed in the unit price bid for sewer pipe in place. If select back- fill is requLred, it will be paid for at the unit bid price. (9) Sewer P�i 2e - Non- ..nforced concrete pipe shall conform. to A. S. T. M. design- tiion�L-lly, Table II (extra strength) except as other wise provided. Joints shall be manufactured for use of Brant Rubbrr Gaskets or equal. Clay sewer pipe shall be unglazad vitrified clay, conforming to Clay Pipe institute Standards manufactured for mechanical compression jointing with flexible materials. (10) Installation of Pipe - All pipe shall be laid without break, up grade from struc- lure to structure with bell ends of pipe up grade. Pipe shall be laid on stable foundations wit', joints closely and accurately f tted, true to line and grade and with uniform bearing under the full length of the barrel of tY,e ,pipe. All adjustments of pipe to grade must be accomplished by removing rater'_ or filling in with gra-✓el under the barrel of the pipe and not by wedging up th.. spigot or the bell. Disturbing the -)ipe in any manner, after the joints have been made, shall not be permitted. Darr.ged or broken pipe shall be replaced by the Con- tractor at his own expense. At the ^.lose of each day's work or whenever the work ceases for any reason, the end of the pipe shall be protected with a close-fitting stopper. On any portion of the work wnere sewers are being constructed, the Contractor shall furnish and keep a ladder in the trench at epch point where pipe is being laid to enable the Engineer to inspect the pipe laying work. Payment shall he made per lin, ft. cf pipe in place, measured along the top of "e pipe from outside edge of manhole to outside edge of manhole. (11) Manholes - Manholes shall be constructer: at the location, indicated on the plans; to the dimensions and of the materials as shown o:, tho Typical detail included herein. l i t 8 i General Specifications (Continued) t (8) Backf: ling of Pipe Trench - No work shall be covered until it has been exam- ined the City ineer. The earth filled around and to a depth of six inches over the top of t;,e pipe shall be free from stones and hard tamped with the utmost care so as to obtain the greatest compactness and solidity possible. Unless otherwise covered is the Special Provisions, in backfilling, the earth shall be placed in uniform layers and each layer shall be pneumatically tamped or water settled as conditions dictate to prevent settling. Where in the udgment of the City Engineer the native material is not suitable to be returned to li,ditch, it shall be wasted and the ditch shell be backfilled with select back- All cost for backfilling, compacting and disposal of excess and rejected material shall be absorbed in the unit price bid for sewer pipe in place. If select back- fill is required, it will be paid for at the unit bid price. (9) Sewer Pie - Nonreinforced concrete pipe shall conform to A. S. T. M. designa- tion Table II (extra strength) except as otherwise provided. Joints shall be manufactured for use of Brant Ruober Gaskets or equal. Clay sewer pija shall be unglazed vitrified clay, cor 'orming to Clay Pipe Institute Standards manufactured for mechanical compression jointing with flexibls materials. (10) Installation of P>pe - All pipe shall be lai, without break, up grade from struc- ture to structure with bell ends of pipe up gra.:e. Pipe shall be laid on stable fou- 9ations with joints closely and accurately fitted, tru; to line and grade and with uniform bearing under the full length of the barrel of the pipe. All adjustments of pipe to grade must be accomplished by removing material filling in with gravel under the barrel of the pipe and not by wedging up the :. )t or the bell. Disturbin« the pipe in any manner, after the joints have been made, shall not be permitted. Damaged or broken pipe shall be replaced by the Ccn- tx ,ctor at his own expense. At the ulose of each day's work whenever the work ceases for any reason, the end of the pipe shall be prot ..ted with a close-fitting stopper. On any portion of the worx where sewers are being constructed, the Contractor shall 'urnish and keep a ladder in the trench at each point where pipe is being laid to enable the Er.; weer to inspect the pipe laying 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. (11) Manholes - Manholes shall be constructed at the location indicated on the plans; to tie-dimensions and of the materials as shown on the typical detail included herein. r General Specifications (Continued) (8) Backfilling of Pipe Trerch - No work shall be covs.ed until it has been exam- ined by the City iivaer. The earth filled around and to a depth of six inches over the top of the pipe shall be free from stones and hand tamped with the utmost care so as to obtain the greatest cour ac'ness and solidity possible. Unless otherwise covered in the Special Prolisions, in backfilling, the earth sha I be placed in uniform layers and each :aver shall be pneumatically tamped or water settled as conditions dictate to privent settling. Where in the t,...,;ment of the City Fngineer the native material is not suitable to be returned to 'lditch, it shall be wasted and the ditch 3%A11 be backfilled with select back- All cost for backfilling, compacting and disposal of excese ad rejected material shall be absorbed in the unit price bid for sewer pipe Ln puce. If select back- fill is required, it will be paid for at the unit bid price, (9) Sewer Pipe - Nonreinforced concrete pipe shall conform to A. S. T. M. desi.gna- L(on C M, Table II (extra strength) except as oiherxrise provided. Joints shall be manufactured for use of Brant Rubber 3askets or equal. Clair sewer pipe shall be unglazed vitrified clay, conforming to Clay Pipe Institute Standards manufactured fo,, mechanical compression jointing with flexible materials. (10) Installation of Pipe - All pipe shall be laid witho.0 break, up grade from struc- ture to structure with bell ends of pipe up grade. Pipe shall be laid on stable fcundations with joints closely and accurately fitted, true co line and grade and with uniform bearinc, under the full length of the barrel of the pipe. All Ldjustments of pipe to grrd,, must be accomplished by removing material or filling in with gravel under the barrel of the pipe and not by wedging up the spigot or the bell. Disturb-ng the pipe in any manner, after the joints have been made, shall not be permitted. Damaged or broken pipe shall be replaced by the Con- tractor at his awn expense. 9.t the close of each day's work or whenever the work ceases for any, reason, the end of the pipe shall be protected with a close-fitting stopper. On any potion of the work where sewers are being constructed, the Contractor shall furnish and keep a ladder in the trench at each point where pipe is being laid to enable the Engineer to inspect the pipe laying 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. (11) Manholes - Manholes shall be constructed at the location indica,>d on 'he plans; to t�im^ncions and of the materials as shown on the typical detail included herein. Gencral Specifications (Conti-rued) (8) Backfilling of Pie Trench - No work shall. De covered until it has been exam- ined by the CLty NLneer. The earth filled around and to a depth of six inches over the cop of the pipe shall be free from stones and hand tamped with the utmost care so as to pbtain the greatest compactness and solidity possible. Unless otherwise cove.-ed in the Special Provisions, in backfilling, the earth shall be placed ._n uniform layers and each :Layer shall be pneumatically tamped or watar settled as coniitions dictate to p:-event settling. Where in t19 udgment of thb City ',Ingi.neer the native material is not suitab'e to be returned to Mb ditch, it shall t3 wasted and the ditch SYAll be backfilled with select back- All cost for oackfilling, compacting and dispo-al of excess and rejected material shall be absorbed in tha unit price 2* l .'or sewer pipe in place. If aJect back- fill is required, it :ill be paid for at ne unit ' i.d price. (S) Sewer Pe - :ionreinfor�ed concrete pipe :;hall conform to A. S. T. M. designa- tit ipTaale II (axtra strength) !xapt as otherwise provide.. Jcints .hall be manufactured for use of Brant Rubber Gaskets or equal. Clay sewer pipe shall be ung;azad vitrified clay, conforming to Clay Pipe Irstir to Staidards manufactured for mec:ianical compression jointing with flesi`�_a aratc-ials. (10) Installat:_on of Pi - All p.pe shall be laid without break, ip grade from struc- ture to structure cr th bell ends of pipe .E grade. Pipe shall be laid on stable foundations with joints closely and accurately f'tted, true to line and grade and with uniform bearing under thb full ierLgth of tia barrel of the pipe. All adjustments of pipe to grade must be acco:relished by removing material or filling in with gravel under the barrel of the pipe and riot by wedging up the spigot or t.ie be_l. Disturbin€, the pipe in any manner, after the joints have been made, shall not be permitted. Damaged or brcka:: pipe shall be replacea by the Con- tractor at his own e;.pense. At the close of each day's work or whenever, th,, work ceases for any reason, the end of the pile ;;hall be protected with a close-fitting stopper. On any portion of thu work where sewers are being cons'ructed, the Cont-actor shall furnish and keup a ladder in tl., trench at each point where pipe is being laid to e. able the Dtgineer to inspect the pipe layir. , work. Payment shall be made+ per lin. ft. of pipe in place, measured along the top of the pine from cutiide edge of manhole to outside edge of rr• ti,ole. (11) Manholes - Marho'_es shall be ccnstructed at the location ind;_.ated on the plans, tom dimensions and of the materials as shown on the typical detail included herein. 7 General Specifications (Continued) (8) Backfilling of Pie Tre:I h - No work shall be coverer until it has been exam- ined by the C v Engineer. The earth filled around and to a depth of six inches over the ti;p of the pipe shall be free from stones and hand tamped with the utmost care so as to obtain the greatest compactness and solidity possible. Unless otherwise co✓ered in the Special Provisions, in backfilling, the earth shall be placed in uniform layers and each layer shall be pneumatically tamped or water settled as conditions dictate to prevent settling. Where in the udgment of the City Engineer the native material is not euitable to be returned to Il lditch, it shall be wasted and the ditch SYA11 be backfilled with select b3ck- Ali cost for backfilling, compacting and -disposal of excess and rejected mater'.a'. shall be absorbed in the unit price bid for sewer pipe in place. If select back- fill is required, it will be paid for at the unit bid price. (9) Sewer 'i - Nonreinforced -oncrete pipe shall conform to A. S. T. M. designa- tion Table II (extra strength) except as otherwise provided. Joints shall be manufactured for use of Brant Rubber Gask;ts or equal. .lay sewer pipa shall be unglaz;d vitrified clay, conforming to Clay Pipe Institute Standards manufactured for r3chanical ompression jointing .-ith flexible materials. (10) installation of Pipe - All n.jw s.iall be laid without break, up grade from struc- ture to structure with bell enis of pipe up grade. Pipe shall be laid on stable foundations with joints closely and accurately fitted, true to line and grade and with uniform bearing under the full length of the barrel of the pipe. All adjustments of pipe to grade must be accomplished by removing material or filling in with gr _vel under the barrel of the pipe and not by wedging up the spigot or the bell. Disturbing them pipe in any manner, after the joints have been made, shall not be permitted. Damaged or broken pipe shall be replaced oy the Con- tractor at his own expense. i At the c'.ose of each days work or whenever the work ceases for any reason, the end of the pipe stall be protected with a close-fi.,ting stopper. On any portion o; the work where iewers are being constructed, the Contractor shall furnish and keep a 1: ' ^ in the .rench at each point where pipe is being laid t� enable the Engin. inspect ' ''ne pipe laying work. Payment shall he 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. (11) Manholes - Manholes shall ';e constructed at the location indicated on the plans; to the dimensions and of the ma* rials az shown on the typical detail included herein. F i leneral Specifications (Continued) i (8) Backfillin9 Pipe Trench - No work shall be covered until it has been exam- ined by the C.ty inder. The earth filled around and to a depth of six inches over the top of the pipe shall be free from stones and hand tamped with the utmost care so as to obtain the greatest compactness and solidity possible. Unless o.herwise covered in the Specidl Provisions, in backfilling, the earth shall b. plzced inaniform layers and each layer shall be pneumatically tamped or water settled as conditions dictate to prevent settling. Where in the judgment of the Citv Engineer the native material is not suitable to be returned to ditch, it shall be wasted and the ditch aY411 be backfilled with select back- All cost for backfiiling, compacting and disposal of excess and rejected material shall be absorbed in the unit price bid for sewer pipe in place. If select back- fill is required, it will be paid for at the unit bid price. (9) Sewer Pape - Nonreinforced concrete pipe shall conform to A. S. T. M. designa- tion _ ,, Table II (extrr stre.y;th) except as oLherwise proviaad. Joints shall be manufactured for use of Brant Rubber Gaskets or equal. Clay sewer pipe shal] be unglazed vitrified clay, conforming to Clay Pipe Institute Standards manufactured for mechanical compression Jointing with flexible materials. (10) Installation of Pipe - All pipe shall be laid without breax, up grade fr-)m atruc- ture to structure with bell ends of pipe up grade. Pipe shall be laid on stable foundations with joints closely and accurately fitted, true to line and grade and with uniform gearing tinder the full length of V,e barrel of the pipe. All adjustments of pipe to grade must be accomplished by removing material or filling in with gravel under the barrel of the pipe and not by wedging up the eoigot or the bell. Disturbing the pipe in any manner, after the joints have been made, shall not be permitted. Damaged or broken pipe shall be replaced lry the Con- tractor at his own expense. AS the close of each days work or :whenever the work ceases for any reason, the end of the pipe shall be protected with a close-fitting stopper. On any portion of the work where sewers are bein;; constructed, the Contractor :.Nall furnish and keep a ladder in the trench at each poil+t where pipe is being laid to enable the Engineer Lo inspect the pipe laying 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. (11) Manholes - Mannoles shall be constructed at the location indicated on the plans; to t, a ensions and of the materials as shown on the typical detail included herein. General Specifications (Continued) (8) Backf-111' of Pie Trench - Nc, work shall be covered until it has been exam- fined by the City t7gineer. The earth filled around an," to a depth of six inches over the top of the pipe shall be free from stones and a3nd tamped with the utmost care so as to obtain the greatest compactness and solidity possible. Unless otherwise covered in the Special Provisions, in backfilling, the earth shall be placed in uniform layers and each layer shall be pneuratically tamped or water settled as conditions dictate to prevent settling. Where in the 9udgment of the Citv Rngineer the native material is not suitable to be returned to ditch, it shall be wasted and the ditch shell be backfillsd with seleot back- All cost for backfilling, compacting end disposal of excess and rejected material shall be absorbed In the unit price bid for sewer pipe in place. If salect back- fill is requi ed, it will be paid for at the unit bid price. (9) Sewer Pipe - Nonreinforced concrete pipe shall conform to A. S. T. M. designa- t°-., —, Table II (extra strength) except as otherwise provided. Joints -hall be manufactured for use of Brant Rubber Gaskets or equal. Clay sewer pipe shall be unglazed vitrified clay, conforming to Clay Pipe Insti`.ute Standards manufactured for mechanical compression jointing with flexible materials. (10) installation of Pipe - All pipe shall be laid without break, up grade from struc- ture to structure with bell ends of pipe up grade. Pipe shall be laid on stable fo_.:dations with joir.ts closely and accurately fitted, true to line and grade and with uniform bearing under the full length of the barrel of the pipe. All adjustments of pipe to grade must be accomplished by removing material or filling in with gravel under the barrel o' the pipe and not by wedging up the spigot or the bell. Disturbing the pipe in any manner, after the joints have been made, shall not be permitted. Damaged or broken pipe shall be replaced by the Con- tractor at his own expense. At the close of each days work or whenever the work es far any reason, the en2 of the pipe shall be protacted with a close-fitting stopper. On any portion of the work where sewers are being constructed, the Contractor shall farnish and keep a ladder in the trench at each point where pipe is being laid to enable the En liner to inspect the pipe laying work. Payment shall he nadi per liz. ft. of pipe in place, measurLd along the top of the pipe from outside edge of manhole to outside edge of manhole. (11) Manholes - Manholes shall be constructed at the location indicated on the plans, k to t e 7inensions and of the materials as shown on the typical datail included herein. I i 7i General specifications (Coatinued) (8) Backfilling of Pipe Trench - F work shall be covered until it has been exam- ined by the City Mineer. The earth filled around and t3 a depth of six inches over the top of the pipe shall be free from stones and hand tamped with the utmost care ,;r as to obtain the greatest compactness and solidity possible. Unless ctherw: :e covered in the Special Provisions, in backfili..ing, the earth shall be placed in uniform layers and each layer shall be pneumatically tamped or water settled as conditions dictate to prevent settling. Where in the judgment of the Citv Engineer the native material is riot suitable to be returned to j hq tch, it shall, be wasted and the ditch shall be backfi,.l.ed with select back- All cost for backfilling, compacting and disposal of excise and rejected material shall. ,e absorbed in the unit price bid for sewer pipe in place. If select back- fill is required, it will be paid for at the unit bid price. (9) Sewer Pipe Noareinforced concrete pipe shall conform to A. S. T. M. designs- , Lion C-14, Table II (extra strength) except as c+herwise prcvi- �d. Joints shall be manufactured for use of Brant Rubber Gaskets or equal. flay sewer pipe shall be unglazed vit.:fied clay, conforming to Clay Pipe f Institute Standards manufactured for mechanical compression jointing with flexible materials. t (10) Instazlation of Pipe - All pipe shall be laid without break, up grade from struc- ture .o str 'ura�wnth bell ends of pipa up grade. Pipe shall be laid on stable foundvtio. th joints closely and accurately fitted, true to line and grade and with 'uniform 'gearing u:�ar the full length of the barrel of the ,pipe. All aijustmerits of pipe to grade must be accomplished by removing material or filling In with °avel under the barrel of the pipe and not by wedging up the spigot or the bel.' . Disturbing the pipe in any manner, after the joints have been made, shall not be permitted. DarLgea or broken pipe shall be replaced by the Con- tractor at his own expense. At the close of each day's work or whenever the work ceases for any reason, the end of the pipe shall be protected with a close-fitting stopper . On any portion of the work where sewers are being constructed, the Contractor shall furnish and keep a ladder in the trench at each point where pipe is being laid to enable the EnEineer to inspect the pipe laying work. Payment shall be made per lin. ft. of pipe in pl,.,;e, measured along the top of the pipe from outside edge of manhole to outsid, edge of manhole. (11) Manholes - Manholes shall be Constructed at, the location indicated on the plans; to t�re3imensions and of the materials as shown oa the t;pical detail included herei,:. rt ,1 �y General Specifications (Jontinued) (8) '_3ackfillin of Pi e Trench - No work shall be covered until it has been exam- ined ETEF City seer. The earth filled ar:..:nd and to a depth of six inches over the top of the pipe shall be free from stones and hand tamped with the utmost care so as to obtain the greatest compactness and solidity possible. Unless otherwise covered. in the Special Provisions, in backfilling, the earth shall be placed in uniform layers and each layer shall be pneumatically tamped or %star settled as conditions dictate to prevent settling. Where in the judgment of the City rnRineer the native material is not saitable to be returned to s ditch, it shall be wasted and the ditch shAll be bacicfilled with selsc-t, back- Re i All co.:t for baokf sling, compacting and disposal of excess and rejected material shall be absorbed in the unit price bid for sewer pipe in place. If sale�t back- fill is required, it will be paid for at the unit bid price. i (9) S-wer Pipe - Nonreixiforced concrete pipe shall conform to A. S. T. M. designa- tion -, Table II (extra strength) except as otherwise provided. J. ints shall be manufactured for use of Brant Rubber gaskets or equal. Clay sewer pipe shall be nglas.,d vitrified clay, confcr:ming to Cla, "ipe Institute Standards man..f. ctured for mechanical compression jointing with flexible materials. (10) Instailation�of Pipe - All pipe :hall be laid without break, up grade from struc- ture to otructure with bell ends of pipe up grade. Pipe shall be laid on stable foundations with joints closely ana accurately fitted, true to line and grade and %nth uniform bearing under the full length of the barrel of the pipe. All adjustments of pipe to grade must be ac:omplished by removing material or filling in with gravel under the barrel of the )ipe and not by wedging up the s;igot or he bell. Disturbing the pipe in any m.nner, after the joints have been made, hall not be permitted. Damaged or broken pipe shall be replaced by the Con- tractor at his own expense. At the close of each day's work or whenever the work ceases frrr any rr.ason, the and of the pipe shall be protected with a close-fitting stopper. On any portion of the wcr:c where sewers are beinC constructed, the Contractor shall furnish and keep a ladder in the trench at each point where pipe is being laid to enable the Xngiaeer to inspect the pipe laying work. Payment shall be made per lin, ft. of pipe in place, neasured along the top of the pipe from o:otsiae edge of manhole to outside edge of manhole. (33.) Manholes - Manholes shall be constructed at the vocation indi^aced on the plans; to t17 dimensions and of the materials as shown on the typical detail included herein. 3 S 1 7 1 General Specifications (Continued) "anhole bases shall be cast -in-place monolithic concrete or an approved recast section. ;there sewer fines pass through or enter manholes, the invert channel:, shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed section aCter t.t;e surround- ing concrete has hardened a-id neatly trimming the edges. Changes of direction of flow witch the manholes shall be made with a smooth curve w.th as long a radius as posuncle. The floor of the manhole outside of the channel shall be smooth and slope toward the channel not less than three inches per foot. All costs incidental to the construction of _he materials including e _cavation and any stubs required shall be absorbed in the unit cost per manhole. (12) Gravel Eeddin^ - Whenever ',he trench bottom is unsuitable to provide adequate o+uidaf tion f2tthe sewer pipe, the pipe trench shall be excavated to extra depth as directed by the "rngu eor and backfilled with select material to provide bedding forthe sewer pipe. Tale bedding material shall be sand, pea gravel or select pit run gravel free from clay cr foreign material and graded uniformly from sand to gravel aggregate having a maximum size of one inch. Excavation below grade which is made inadvertenly or without authority, shall I{ be replaced with gravel beC.dirg as directed by the Engineer without additional cost. Payment for "Gravel Bedding" shall be per cubic yard by Truck me-::,ire and the quantity of material £u•nished shall be recorded cn duplicate furn- ished with each load and signed by the City Inspector upon accepta material. The unit bid ;rice for Gravel Bedding in Pla . shall include es:.av extra depth as required and no extra compensation will be made for this a-__ .. (13) Solid Rock Excavation - If the trench bottom should be in rock, it shall be excavated to a depta six (6) inches below the bottom of the oei)-s of the pipe, and refilled to sub grade with earth or gravel bedding. Where encountered, rock shall be removed by methods which will not endanger work in progress, adjoining property, or complet-d , er. When use of explosivea is necessary, the Contractor shall use utm- 7T care not to endargor life >nd property, and must provide blasting insurance. Al explosives shall be stored in a secure manner and all such storage places marire: "Dangerous Explosives." Rock shall be defined as material found in ledges or masses which cannot reasonably be removed by means other than blasting, or solid 'boulders of more than one half cubic ,yard ea,h. All other material, including ioose ruck, decomposed rock, hard pan, sandstone, and cemented or uncenented gravel shall not be classed as "Solid Rock." SAN-1 M-STREET S-45 4 General Specifications (Continued) Manhole bases shall be cast -in-place monolithic concrete or a.i approved pry. ast section. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole base may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed section after the surround- ing concrete has hardened and neatly trimming the edges. Changes of direction of flow within the manholes shall be made with a smooth curve with as long a radius as possil­,l:;. The floor of the manhole outside of the channel shall be smooth and slope toward the channel not less than three inches per foot. All costs incidental to the coratruction of the materials including excavation and any stubs req,.iz• :d shall be absorbed in the unit cost per manhole. (12) Gravel Pcdd - Whenever the trench bottom is unsuitable to provide adequate foundation or the sewer pipe, the pipe trench shall be excavated to extra depth as directed by the, Engineer and backfilled with select material to provide bedding forthe sewer pipe. The bedding material shall be sand, pea gravel or s,.lect pit run gravel free from clay or foreign material and graded uniformly from sand to gravel aggregate having a maximum size of one inch. Excavaticn bel.)w grade which is made inadvertenly or without authority, shall be replaced with gravel bedding as directed by the Engineer without additional. cust. Payment for "Gravel Bedding" shall be per cubic yard by truck measure and '.lie quantity of material furnished shall be recorded on duplicate tickets furn- ished with each load and signed by the City Inspector upon acceptance of the material. The unit bid price for Grave' Bedding in Place shall include excavation to extra depth as required and no extra compensation will be made for this work. i (13) -ilid Rock Excavation - If the trench bottom should 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 sub grade with earth or gravel bedding. Where encountered, rock shall oe removed by methods which will not endanger work in progress, adjcining property, or completed sewer. When uce 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 stored 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 reasonably be removed by means other than blasting, or solid boulders of :pore than one half cubic yard eaph. All other material, including loose rock, decomposed rock, hard pan, sandstone, and cemented or uncemented gravel shall not tie classed as "Solid Rc,k." 1 1. General Specifications (Continued) Manhole uses shall be cast -in-place monolithic concrete or an approved precast seection. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed section after the surround- ing concrete has hardened and neatly trimming the edges. Changes of direction of flow within the manholes shall be made with a smooth curve with as long a radius as posible. The floor of the manhole outside, of the channel shall be smooth and slope toward the channel not lass than three inches per foot. All costs incidental to the construction of the materials including excavation and any stubs required shall be absorbed in the unit cost per manhole. (12) Gr_a_v_e�l Eeddin - Whenever the trench bottom is unsuitable to provide adequate foundation forthe sewer pipe, the pipe trench shall be excavated to extra depth as directed by the Engineer and backfilled with select material to provide: bedding forthe sewer pipe. The bedding material shall be sand, pea gravel or select pit run gravel free from clay or foreign material and graded uniformly from sand to gravel aggre6ate having a maximum size of one inch. Excavation below grade whisk: is made inadvertenly or without authority, shall 4 be replaced with gravel tedding as directed by the Engineer without additional I cost. Payment for "Gravel Bedding" shall be per cubic yard by truck neasure and the quantity of material furnished shall be recorded on duplicate tickets furn- ished with each load and signed by the Gity Inspector upon acceptance of the material. The unit bid price for Gravel Bedding in Place shall include excavation to extra depth as required anc no extra compensation will be trade for this work.. (13) Solid Rock Excavation - If the trench bottom should 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 sub 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 propert; , and must provide blasting insurance. All explosives shall be stored in a secure master and all such storage places marked "Dangerous Explosives." Rock shall be defined as material found in ledges or masses which cannot :-easonably be removed by means other than blasting, or solid boulders of more than one half cubic yard eaph. All other material, including loose rock, decomposed rock, hard pan, sandstone, and cemented or uncemented gravel shall not be classed as "Solid hock." General Specifications (Continued) Manhole bases shall be cast -in-place monolithic concrete or an approved precast section. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross section and may be f, ;-med directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed sectic-i after the surround- ing concrete has hardened and neatly trimming the edges. Changes of direction of flow within the nanholes shall be made with a smooth curve with as long a radius as possible. The floor of the manhole outside of the channel shall be smooth and slope toward the channel not less than three inches per foot. All costs incidental to the construction of the materials including excavation and any stubs raquir;d shall be absorbed in the unit cost per manhole. (12) Gravel Eeddin - Whenever the trench bottom is unsuitable to provide adequate foundation forthe sewer pipe, the pipe trench shall be excavated to extra depth as directed by the Engineer and backfilled with select material to provide bedding forthe sewer pipe. The bedding material shall be sand, pea gravel or select pit run gravel free from clay or foreign material and graded uni:ormly from sand to gravel aggregate having a maximum size of one inch. Excavation below grade which is made iradvertenly o: without authority, shall be replaced with gravel bedding as directed by the Engineer without additional cost. Payment for "Gravel Bedding" shall per cubic yard by truck measure and the quantity of material furnished shall be recorded on duplicate tickets furn- ished with cash load and signed by the City Inspector upon acceptance of the materiaal. The unit bid price for Gravel Bedding in Place shall include excavation to extra depth as required and no extra compensation will be made for this work. (13) Solid Rock Excavation - If the trench bottom should 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 sub grade with earth or gravel beddirig. 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, any' must provide blasting insurance. All explosives shall be stored in a secu. ; manner and all such storage places marked "Dangerous Explosives." Rock shall be defined as material found in ledges or masses which cannot reasonably be removed by means other than blasting, or solid boulders of more than one half cubic yard en�h. All other material, including loose rock, decomposed rock, hard pan, sandstone, and camented or uncemented gravel shall not be classed as "Solid Rock." i General Specifications (Continued) Manhole bases shall be cast -in-place monolithic concrete or an approved precast section. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross sec..-,,n and may be formed directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed section after the surround- ing concrete has hardened and neatly trimming the edges. Changes of direction of flow within the manholes shall be made w ! a smooth curve with as long a radius as possible. The floor of the manhole. outsids of the channel shall be smooth and slope toward the channel not less than three inches per foot. All costs incidental to the construction of the materials including excavation and any stubs rcquir_d shall be absorbed in the unit cost per manhole. (12) Gravel EEddin • Whenever the trench bottom is unsuitable to provide. adegwte oundaf lion for tie sewer pipe, the pipe trench shall be excavated to extra depth as directed by the Engineer and backfilled with select material to provide bedding forthe sewer pipe. The bedding material shall be sand, pea gravel or select pit run gravel free from clay or foreign material and graded uniformly from sand to gravel aggregate having a maximum size of one inch. Excavation below grade which is made inadvertenly or without authority, shall be replaced with gravel bedding as directed by the Engineer without additional cost. Payment for "Gravel Bedding" shall be per cubic yard by truck measure and the quantity of material furnished shall be recorded on duplicate tickets furn- ished 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 as required and no extra compensation will be made for this work. (13) Solid Rock Excavation - If the trench bottom should be in rock, it shall be excavated to a depth six (6) inches below '.he bottom of the bells of the pipe, and refilled to sub 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 pro,.-ide blasting insurance. All explosives shall be stored 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 reasonably be removed by means other than blasting, or solid boulders of more than one half cubic yard e—h. All other material, including loose rock, decomposed rock, hard pan, sandstone, and cemented or uncemented gravel shall not be classed as "Solid Rock." c� General Specifications (Continued) Manhole bases shall be cast -in-place monolithic concrete or an approved precast section. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed section after the surround- ing concrete has hardened and neatly trimming the edges. Changes of direction of flow within the manholes shall be made with a smooth curve with as long a radius as possible. The floor of the manhole outside of the channel shall be smooth and slope toward the channel not less than three inches per foot. Ali costs incidental to the construction of Lie materials including excavation and any stubs required shall be absorbed in the unit cost per manhole. (12) Gravel Ee dding - Whenever the trench bottom is unsuitable to provide aoaquate o ticn forthe sewer pipe, the pipe trench shall be excavated to extra depth as directed by the Engineer and backfi_lee. with select material to provide bedding forthe sever pipe. The bedding n..aterial shall be sand, pea gravel or select pit run ,ravel free from clay or foreign material and graded uniformly from sand to gravel aggregate having a max unum size of one inch. Excavation below grade which is made inadvertEnly or without authcrity, shall be replaee.: with grave) beddinU as directed by the Engineer without additional cost. Payment for "Gravel Bedding" shall. be per cubic yard by truck measure and the quantity of material furnished shall be recorded on duplicate tickets furn- ished with each load and signed by the City Inspector upor_ acceptance of the mater±.al. The unit bid price for Gravel Bedding in Place shall include excavation to extra depth as required and ao extra compensation will be made for this work. (13) Solid Rock Excavation - If the trench bottom should 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 sub 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 stored 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 reasonably be removed by means other than blasting, or solid boulders of more than one half cubic yard eArh. All other material, including loose rock, decomposed rock, hard pan, sandstone, and cemented or uncemented gravel shall not be classed as "Solid Rock." t General Specifications (Continued) Manhole bases shall be cast -in-place monolithic concrete or an approved precast section. Where sewer .Lines pas;: through or enter manhol=s, the invert channels shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously tku ough the manhole and breaking out the top exposed section after the surround- ing concrete has hardened and neatly trimming the edges. Changes of direction of flow within the manholes shall. be made with a smooth curve with as long a y radius as possible. The floor of the manhole outside of the charnel shall be smooth and slope toward the channel not less than three inches per foot. All costs incidental to the constrL:tior. of the materials including excavation and any stubs required stall be absorbed in the unit cost per :nanhole. (12) Gravel Eedding - Whenever the trench bottom is unsuitable to provide adequate oin t )- moo the sewer pipe, the pipe trench shall be excavated to extra depth c _ e� b.� ;he Engineer and backfilled with select material to provide betiding `or the sewer pipe. The bedding material shall be sand, pea gravel or select pit run gravel f.ee from clay or foreign material and graded uniformly from sand to gravel aggregate having a maximum size of one inch. Excavation be'.ow grade which is made inadvertf;nly or without authority, shall be replaced with gravel bedding; as directed by the Engineer without additional cost. Payment for "Gravel Bedding" shall be per cubic yard by truck measure and the quantity of material furnished shall be recorded on duplicate tickets furn- ished with each load and signed by the 31ty Inspector upon acceptance of the material, The unit bid price for Gravel Beading in Place shall include excavation to extra depth as required and no extra r..ompensation will be made for this work. (13) Solid lock Excavation - If the tre�ich bottom should be in rock, it shall be excavate to a depth six (6) inches below the bottom of the bells of the pipe, and refilled to sub 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 cx)lcsives shall be stored 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 reasonably bG removed by means 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." General Specifications (Continued) Manhole bases shall be a st -in-place monolithic concrete or an approved precast section, Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed section after the surround- ing concrete has hardened and neatly trimming the edges. Changes of direction of f ow within the manholes shall bi Trade with a smooth curvb with as long a radius as possible. The floor of the manhole outside of the channel shall. be smooth and slope toward the channel not less than three inches per foot. All costs incidental to the construction of the materials including excavation and any stubs required shall be absorbed in the unit cost per manhole. (12) Gravel Eedding - Whenever the trench bottom is unsuitable to provide adequate foundation or the sewer pipe, the piF '.rerct, s`ci) . —. ,, , . aeptn as directed by the Engineer aqd Lac.d i'.ed .r t1, g(;ic .t rate-,! - ' ) rr -de bedding forthe sewer pipe. The bedding materlai shall be sand, pea gravel or select pit run gravel free from clay or foreign material and graded uniformiyr from sand to gravel aggregate having a maximum size of one inch., Excavation below grade which is made inadvertenly or w-thout auti.ori.ty, shall be replaced with gravel bedding as directed by the Engineer without add.tional cost. Payment for "Gravel Bedding" shall oe per cubic yard by tr, -,k measure and the quantity of material furnishes shall be recorded on duplicate tickets furn- ished with each load and signed by the City Inspector upon acceptance of the materi.al. The unit bid price for Gravel Bedding in Place shall include excavation to extra depth as required and no extra compensation will be made for this work. (13) Solid Rock Excavation - If the trench bottom should be in rock, it shall be excavated to a depth six (6) inches below the oottom of the bells of the pipe, and refilled to sub grade with earth cr 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 i.tmost care not to endanger life and property, and must provide blasting ins wance. All expplosives shall be stored 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 reasonably be removed by means other than blasting, or solid boulders of more than one half cubic yard each. All other material, including loose rock, decomposed rock, !lard pan, sandstone, and cemented or uncemented gravel shall not be classed as "Solid Rock." J ♦ ♦v411{�x�. General Specifications (Continued) Manhole bases shall be cast -in-place monolithic concrete or an approved precast section. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole ''case; may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed section after the surround- ing concrete has hardened and neatly tri=dzLg the edges. Changes of direction of flow within the manholes shall be made with a smooth curve with as long a radius as possible. The floor of the manhole outside of the channel shall be smooth and slope toward the charuiel not less than three inches per foot.. All costs incidental to the construction of the materials including excavation and any stubs required shall be absorbed in tine unit cost per manhole. (12) Gravel Eeddin_ - Whenever the trenca bottom is unsuitable to provide adequate oun tion orthe sewer pipe, the pipe trench shall be excavated to extra depth as directed by the Engineer and backfilled with select material to pro -11e bedding forthe sewer pipe. The bedUng material shall be sand, pea gravel or select pit run gravel free from clay or foreign material and graded uniformly from sand to gran•, _ aggregate having a maximum size of one inch. ' Excavation below grade which is made inadvertenly or without authority, shall k' be replaced with gravel bedding as directed by the Engineer without additional cost. r Payment for "Gravel Bedding" shall be per cubic yard by truck r e and the quantity of material furnished shall be re- rded on dupli _ tickets furn- ished with each load and signed by the City Ir.. _<;ctor upon acceptance of the rrateri.al. The unit bid price for Gravel Bedding in Place shall include excavation to extra depth as required and no extra compensation will be made for this work. (13) Solid Rock Excavation - If the trench bottom should be in rock, it shall be excava'e t�3ept-h six (6) inches below the bottom of the bells of the pipe, and refilled to sub grade with earth or gravel bodding. Where encountered, rock shall be removed by methods which will not endanger work in progress, adjoining property, or completed sewer, l:hen 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 stored in a secure manner and all such storage places marked "Dangerous Explosives." Rock shall be defined as material found in ledges or masses which canrmot reasonably be removed by means other than blasting, or solid boulders of more than one half cubic yard en,h. All other material, including loose rock, decomposed rock, hard pan, sandstone, and cemented or mcamented. gravel shall not be classed as "Solid Rock." General Specifications (Continuad) Manhole bases shall be c:.st -in-place monolithic concrete or an approved precast section. Where sower lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sower lines continuously through the manhole and breaking out the top exposed section after the surround- ing concrete h•,s hardened and neatly trimming the edges. Changes of direction of flow within the manholes shall be made with a smooth curve with as long a radius as possible. The floor of the manhole outside of the channel shall be smooth and slope toward the channel not less than three inches per foot. All costs incidental to the construction or t!.:: :r,:tsrials including excavation and an/ stubs required shall be absorbed in ti.e unit cost per manhole. (12) Gravel reddin- - Whenever the trench bottom is unsuitable to provide adequate Moun tion for the bower pipe, the pipe trench shall be excavated to extra depth as directed by the Engineer and backfilled with select material to provide t bedding fortho sewer pipe. The bedding material shall be sand, pea jravel or select pit run gravel free !'run clay or foreign material and graded uniformly from sand to grave'_ aggregate having a maximum size of one inch. Excavation, below grade which is made inadvertenly or without authority, shall be replaced with gravel bedding as directed by the Engineer without ad,'itional cost. Payment for "Gravel Bedding" shall be per cubic yard by truck measure and the quantity of material furnished shall be recorded on duplicate tickets furn- ished 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 as required and no extra compensation will b made for this work. (13) Solid Rock Excavation - If the trench bottom should 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 sub grade with earth or gravel bedding. Where oncountered, rock shall be removed by methods which will not endanger work in progress, adjoining property, or completed so er. 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 stored in a secure ;inner and all such storage places marked "Dangerous Explosives." Rock shall be defined as material found in ledges or masses which ca=:)t red: onably be removed by means other than blasting, or solid boulders of mor: than one half cubic yard e—h. All other material, including loose rock, decomposed rock, hard pan, sandstone, and cemented or uncemented gravel shall not be classed as "Solid Rock." General Specifications (Continued) Manhole 'case_- shall be cast -in-place monolithic concrete or an approved precast section. Where sewer lines pass through or enter manholes, the invert channels shall be smooth and semi-circular in cross section and may be formed directly in the concrete of the manhole base, may be half tile laid in the concrete, or may be constructed by laying the sewer lines continuously through the manhole and breaking out the top exposed section after the surround- ing concrete has hardened and neatly trimming the edges. Changes of direction of flow within the manholes shall be made with a smooth curve with as long a ra-lius as pos=ible. The floor of the manhole outside of the channel -all be smooth and slope toward the channel not less than three inches per foot. All costs incidental to the constr.�ction of the material; ircluding excavation and any stubs roquir,d shall be absorbed in the unit cost per manhole. (12) Gravel Eeddin - Whenervr the trench bottom is unsuitable to pro•,i adequate foundation or the sewer pipe, the pipe tren,:h shall be excavated to extra depth as directed by the Engineor and backfilled with select material to provide bedding forthe sewer pipe. The bedding material shall be sand, pea gravel or select pit, run travel free from clay or foreign material and graded uniformly from sand to gravel aggreLate having a maximum size of one inch. Excavation below grade which is made inadvertenly or without authority, shall be replaced with gravel bedding as di,-eeted by the Engineer without, additional cost. PLyment for "Gravel Bedding" shall be per cubic yard by truck measure and the quantity of material furnished shall be recorded on duplicate tickets furn- ished with eaeh load and signed by the City Inspecto. upon ae,:eptance of the mater�.al. The unit bid price for Gravel Bedding in Place shall include excavation to extra dw)th as required and rio extra compensation will be made for this work. (13) solid Rock Excavation - If the trench bottom shoul.i be in rock, it shall be r,,ccavated to a depth six (b) inches below the bottom of the belle of the pipe, an:', refilled to sub grade with earth or gravel bedding. Where encountered, rocs shall be removed by methods which will not endanger work in progress, adjoiniry; 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 stored in a secure manner and all such storage places marked "Dangerous Explosives." Rock stall be defined as material found in ledges or masses which cannot reasonably be removed by means other than blasting, or solid boulders of more than one half onl -c yard ep�b. All other material, including loose rock, decomposed rock, har . pan, sandstone, and cemented or uncemented gravel shall not be classed as "Soled Rock." D `V Gsneral Specifications (Continued) (14) Lampholes - Lampholes 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. (15) Side Sewers Six (1; inch' -branches shall be placed where indicated on the plans or as directed by the Engineer. Branches 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 witn a stopper using removable jointing material, sufficient to prevent leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six (6) inch diameter 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 intended. Lay- ing and joint making for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve an existing property, the end of same at property line shall be sealed with a stopper in a manner similar to that required for 'IT" - branch openings for future connections. T ' any "T" - branch is placed in the absence of an inspector, the Contractor shal.L place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. t (16) Testing, For Acceptance - All sanitary sewer pipe and appurtenances, shall be cleaned, and shall be tested after P.ackfill by onfiltration method, un-ess other- vise provided in the special rrovi.sicns; excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper exfiltra- tion test, the Engineer may require infiltration tests. All work involved in cleanhig and testing sewer lines between manhole; and/or rodding inlets as required herein shall be completed within fifteen (15) working days after backfiiling of sewer lines and structures. Any further dolay will { require the written consent of the Engineer, The Contractor shall furnish all Ft[ labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing during tests, and any damage resulting from tests shall be repaired by the Contractor at his own expense. The manner and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. All wyes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their remo,,al shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. ■��a� ,tom General Specifications (Cantinued) (14) Lampholas - Lampholes shall be constructed at the location indicated on the plans to the dimensions and of the materials as shorn on the '.ypical detail included v.arein. (15) Side Sewers - Six (6) inch"T'--branches shall be placed where indicated on the plans or as directea by the Engineer. Branches shall be placed at an angle of approximately 30 degrees upward from the horizontal. If thre side sewer connection is not to be constructed immediately, the branch shall be closed with a stepper using removable jointing tatcrial., sufficient to prevent leakage. Where construction of side sewers is required by the plans or directsd by the Engineer, six (6) inch diameter pipe shall be used and laid on a straight line and grade to property line at a grade not less than one-quarter W inct. per foot and t rminat.ed at a depth sufficient to serve the property intended. Iay- ing and joint making for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve an existing property, the end of same at property line shall be sealed with a stopper in a mariner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by [be Engineer or Inspector. (16) Testing For Acceptance - All sanitary sewer pipe and appurtenances; shall be cleaned, and shali -atested after backfill by exfiltration method, unless other- wise provided in the sped. ! orovisions; excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper exfiltra- !� Lion test, the Engineer may require infiltration tests. j All work in^olved in -leaning and testing sewer lines between manholes and/or roddi.ng inlets as required herein shall be completed within fifteen (1,') working r days after backfilling of sewer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing during tests, and any damage resulting from tests shall be repaired by the Contractor at his own expense. The manner and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. AV wyes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to wittstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction ..id all costs in- curred therefor si%all be included in the unit contract price of pay items in the proposal. r r General Specifications (Continued) CIL) Lampholes - Lampholes shall be constructed at t ne location indicated on The plans to the dimensions and of the materials as shown on the typical detail included herein. (15) Side Sewers - Six (6) inch'7--branches shall be placed where indicated on the plans or as directed by the Engineer. Branches shall be placed at an angle of approximately 30 degrees upward from the horizontal. I£ the side sewer connection is not to be constructed imrediately, the branch shall be closed with a stopper using removable jointing material, sufficient to prevent leakage. Where construction of side sewers is requires by the plans or directed by the Engineer, six (6) inch diameter pipe shall be used and laid on a straight line and grade to property line at a grade not lesa than one-quarter (4) inch per foot and terminated at a depth sufficient to serve the property intended. Lay- ing and joint making for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve an existing property, the end of same at property line shall be sea'sd with a stopper in a manner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor si,all place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. (16) Testing For Acceptance - All sanitary sewer pipe and appurtenances, shall be cleaned, and shall be tested after backfill by exfiltration method, unless other- wise provided in the special provisions; excepting, hovever, that if the con- ditions where the ground water table are such as to preclude a proper exfiltra- tion tes., the Engi.:=er may require infiltration tests. All work involved in cleaning and testing sewer lines ,etweer., manholes and/or rodding inlets as require'. herein shall be completed within fifteen (15) working days after backfilling of sewer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, materials, tools and equipment necessai to make the test: clea,, the lines and to perform all work incidental thereto. Precautions snall be taken to prevent joints from drawing during tests, and any ',mage resulting from tests shall be repaired by the Contractor at his own expense . rho manner and time of testing shai_ be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid irithout testing. All wyeu, tees and stabs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price o_ pay items in the proposal. General Specifications (Continued) ill+) Lampholes - Lampholes shall be constructed at the location indicated on The plans to the dimensions and of the materials as shown on the typi:al detail included herein. (15) Side Sewers - Six (6) inch'"r'--branches shall be placed where indicated on the p anus directed by the Engineer. Branches 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 prevent leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six (6) inch e.iamater 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 intended. Lay- ing and joint making fcr side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve an existing property, the end of same at property line shall be sealed with a stopper in a rnnner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. (16) Testir. For a� cceptance -. All sanitary sewer pipe and appurtenances, shall be cleave , and shall be tested after backfill by exfiltration method, unless other- wise provided in the special provisions; excepting, however, that if the con- ditions where the ground water tabla are such as to preclude a proper exfiltra- f tion test, the Engineer ma: require infiltration tests. All woik involved in claaning and testing sewer.lines between manholes and/or rodding inlets as required Perein shall be completed within fifteen (15) working 6 o'ays after backfilling of se,aer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, naterials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental ',hereto. Precautions shall be taken to prevent joints from drawing durirC tests, and any damage resulting from tests shall be repaired b; the Contractor at his own expense. The manner and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage co be laid without testing. All wyes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. General Specifications (Continued) (14) Lampholes - Lamphcles 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. (15) Side Sewers - Six (6) _uch"T'-branches shall be placed where indicated on the plans or as directed by the Engineer. Branches shall be placed at an angle of approximately Y-) degrees upward from the horizontal. I£ the side sewer connection is not to be constructed immediately, the branch shall be. losed with a stepper using removable jointing material, sufficient to prev( t leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six (6) inch diameter pipe shall bE used and laid on a straight line and grade to property line at a grade not less than. one-quarter (s) inch per foot and terminated at a depth sufficient to serve the property intended. Lay- ing and joint making for side sewers shall conform with the specifications for sewer pipe. I£ the side sewer is not made to serve an existing property, the end of same at property line shall be sealed with a stopper in a manner similar to that required for "T" - branch openings for future coruiections. If any "T" - branch is placed in the absence of an inspector, the Co:,iractor shall place and maintain a suitable marker until the proper recor,? has been made by the Engineer or Inspector. (16) Testing For Acceptance All sanitary sewer pipe and appurtenances, shall be cleaned, and shall be tested after backfill by exfi].tration method, unless other- wise provided in the special provisions; excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper exfiltra- tion test, the Engineer may require infiltration tests. All work involved in cleaning and testing sewer lines between manholes and/or rodding inlets as required herein shall be completed within fifteen, (15) working days after backfilling of sewer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing during tests, and any damage resulting from tests shall be repaired by the Contractor at his own expense. The manner and time of testing shall be subject to api)roval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. All ury0s, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. General Specifications (C:)ntinued) (14) Lampholes - Lampholes 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. (15) Side Sewers - Six (6) inch'7-branches shall be placed where indicated on the plans or as directed by the Engineer. Branches shall be placed at an angle of approximately 30 degrees upward from the hor;.zontal. If the side sewer connection is not to be constructed immediatel:r, the branch shall be closed with a stopper using removable jointing material, sufficient to prevent leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six (6) inch dia,aeter pipe shall be used and laid on a straight line and grade to property line at a grade not lens than one-quarter (14) inch per foot and terminated at a depth sufficient to _..rve the property intended. Lay- ing and joint malting for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serN: an existing property, the end of same at property line shall be sealed with a ;topper in a manner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the En ineer or Inspector. (16) Testir.> For Acce tance - All sanitary sewer pipe and appurtenances, shall be cleaned, and sha 1 be tested after backfill by exfil;ration method, unless other- wise provide:? in the special provisions; excepting, nowever, that if the con- ditions where the ground water table are such as to }-eciude a proper exfiltra- tion test, the Engineer may require infiltration test... All work involved in cleaning and testing sewer lines -uvtween manholes and/or rodding inlets as required herein shall be completed within fifteen (15) working days after backfilling of sewer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish a'l labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken tc prevent joints from drawing during tests, and any damage resulting from tests shall be repaired by the Contractor z.t his own; expense. The manner and time of testing shall be subject 'o approval of the Engineer, provided that the Engineer may limit pipe footage co be laid without testing. All wyes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The, work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. General Specifications (ODritinued) (14) Lampholes - Lampholes 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. (15) Side Sewers - Six (6) inch"T'-branches shall be placed where indicated on the plans or as directed by the Engineer. Branches 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 joining material, sufficient to prevent leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six �6) inch diameter pipe shall be used and laid on a straight lire and grade to property line at a grade not less than one-quarter (I.) inch per foot and terminated at a depth sufficient to serve tha property intended. Lay- ing and joint making for side sewers shall conform with the specifications for sewer pipe. If the sine sewer is not made to serve an existing property, the end of same at property line sYAll be sealed with a stopper in a manger similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. (16) Testing For Acceptance - All sanitary sewer pipe and appurtenances, shall be cl .aned, and shall be tested after backfill by enfiltration method, unless other- wise provided in the special provisions; excepting, hoxever, that if the con- ditions where the ground hater table are such as to preclude a proper exfiltra- tion test, the Engineer may require infiltration tests. All work involved in cleaning and testing sewer lines between manholes and/or rodding inlets as required herein shall be completed within fifteen (15) working days after backfilling of sewer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing during tests, and any damage resulting from tests shall be repaired by the Contractor at his own expense. The manner and time of testing shall be subject to ap,:roval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. All wyes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. I General Specifications (03ntinued) (14) Lamphcles - Lampholes shall be constructed at the location indicated on the plans to the dimensions and of the materials as shown on the typical Beta:1 included herein. (15) Side Sewers - Six (6) inch"T'-branches shall be placed where irdicated on the plans or as directed by the Engineer. Branches shall be plaid 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 prevent leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six (6) inch diameter pipe shall be used and laid on a straight line and grade to property line at a grade not less than cie-quarter (41) inch per foot and terminated at a depth sufficient to serve the property intended. Lay- ing and joint making for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve an existing property, the end of same at property line shhall be sealed with a stopper in a manner similar to that required for "T" - branch openings for future connections. If any "T" - :ranch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record nas been made by the Engineer or Inspector. (16) Testing For Acce tanee - All sanitary sewer pipe and appurtenances, shall be cleaned, and sha 1 be tested after backfill by oxfiltration method, unless cther- wise provided in the special provisions; exc,,rting, however, that if the con- ditions where the ground water table are such as to preclude a proper exfiltra- tion test, the Engineer may require infiltration tests. All work involved in cleaning and testing sewer lines between manholes and/or nodding inlets as required herein shall be completed within fifteen (15) working days after backfilling of sewer lines and stru,,tryes. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taker, to prevent joints from drawing during tests, and any damage resulting from tests shall be repaired by the Contractor at his own expense. 'rhe manner and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. All wyes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed laieral connection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. d i f� 4 f( f iDV1Y.1/ General Specifications (C ntinued) (114) Lampholes - I.ampholes 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. (15) Side Sewers - Six (6) inch"T'-branches shall be placed where indicated on the plans or as directed by the Engineer. Branches 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 stepper using removable jointing material, sufficient to prevent leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six (6) inch diameter pipe shall be used and laid on a straight line and grade to property line at a grade not less than one-quarter (J) inch per foot and terminated at a depth sufficient to servo the property into.:ded. Iay- ing and joint making for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve an existing property, the end of same at property line stall be sealed with a stopper in a canner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspects, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. (16) Testir. For .loco tance - All sanitary sewer pipe and appurtenances, shall be c eane , and shall be tested after backfill by exfiltration method, unless other- wise provided in the special provisions; excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper ay-filtra- tion test, the Engineer may require infiltration tests. A? •ork involved in cleaning and testing sewer lines between mariiioles and/or rc ag inlets as required herein shall be completed within fifteen (15) working days after backfilling of sewer lines and structures. Any further delay will 'p require the written consent of the Engineer. The Contractor shall furnish all 4 labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing during tests, a.zd any damage resulting from tests shall be repaired by the Contractor at his own expense. The manner and time of testing shall be subject to approval of the Engineer, provided that the Engu7eer may limit pipe fowage to be laid without testing. All wyes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning and testing ar,d the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. General SpecifieLtions (1)ntinued) (ll) Lampholea - Lampholes shall be constructed at the locatior_ indicated on the plans to the dimensions and of the materials as shown on the typical detail included herein. (15) Side Sewers - Six (6) inch"T'-branches shall be placed where indicated on the plans or as directed by the Engineer. Branches shall be placed at an angle of approximately 30 degrees upward from the horizontal. :f the side sewer connection is not to be constructed immediately, the branch hall be closed with a stopper using removable jointing raterial, sufficie- to prevent leakage. Where construction of side sewers is required by the plans or directed r the Engineer, six (6) inch diameter pipe shall be used and laid on a strait;:.;, line and grade to property line at a grade not less than one-quarter (J) inch per foot and terminated at a depth sufficient to serve tha property intended. Lay- ing and joint raking for side sewers shall conform with the specifications for sewer pipe. If the silo sewer is not made to serve an existing property, the end of same at property line shall be sealed with a stopper in a mar-:er similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. (16) Testin, For Acceptance - All sanitary sewer pipe and appu_ztenances, shall be c eaned, an3 shall be tested after backfill by enfiltration method, unless other- wise provided in the special provisions; excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper exfiltra- tion test, the Engineer may require infiltration tests. All work involved in cleaning and testing sewer lines between manholes and/or rodding inlets as required herein shall be completed within fifteen (15) working days after back£iiling of sewer lines and structures. Any further delay xd.11 require the written consent of the Engineer. The Contractor shall furnish all labor, naterials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be takes. to prevent joints from drawing during tests, and any lamage resulting from tests shall be repaired by the Contractor at his own expense. fhe manner and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. All wyes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral coruiection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tesia shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. t� V 5 General Specifications (C)ntinued) (14) holes - Lampholes shall be constructed at .he locati,)n indicated on the plans to the dimensions and of the material> as shown on the typical detail included herein. (15) Side Sewers - Six (6) incr,"T'-branches shall be placed where indicated on the plans or as directed by the Engineer. Branches shall be placed at an ankle of approximately 30 degrees upward from the horizontai. If the side sewer connection is not to be constructed immediately, the branch shall bs closed with a stopper usinC removable jointing material, sufficient to prevent leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six (6) inch diameter pipe shall be used and laid on a straight line and grade to property line at a grade not less than one-quarter (,) inch per foot and terminated at a depth sufficient to serve the property intended. Lay- ing and joint making for side sewers shall conform., with the specifications for sewer pipe. If the side sewer is not made to serve ar. existing property, the end of same at property line shall be sealed with a stopper in a manner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. (16) Testin, For Acce Lance - All sanitary sewer pipe and appurtenances, shall be c eanad, and_shallbe tested after backfill by enfiltration method, unless other- wise pre ided in the special provisions; excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper cxfiltra- tion ast, the Engineer may require infiltration tests. All work involved in cleaning and testinE sewer lines between manholes and/or rodding inlets as required herein shall be compl:ted within fifteen (15) working days after backfiiling of sewer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing during tests, and any lwaage resulting from tests sha_l be repaired by the Contractor at his own expense. The marmer and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. All w,yes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral conn.�ction or extension. Thu work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor stall be included in the unit contact price of pay items in B the proposal. i General Specifications (C;ntinued) (llr) holes - Iampholes shall be constructed at the location indicated on the plans to the dimensions and of the materials as shorn on the typical detail included herein. (15) Side Sewers Sia (6) inch"T'-branches shall. be placed Vnere indicated on the plans or as directed by the Engineer. Branches shall be placed at an eagle of approximately 30 degrees upward from the horizontai. If the side sewer connection is not to be constructed immediately, the branch shall be closed with a stepper using removable jointing material, sufficient to prevent leakage. Where construction of side sewers is requ4-nd by the plans or directed by the Engineer, six (6) inch diameter pipe shall be aed ar.,4 laid on a straight line and grade to property line at a grade not leco chau quarter (j) inch per foot and terminated at a depth sufficient to serve t property intended. Lay- ing and joint making for side sewers shall conform math the specifications for sewer pipe. If the side sewer is not made to serve an exis�ing property, the end of same at property line shall be sealed with a stopper in a manner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. r:ti (16) Testin For Accgttanc�e - All sanitary sewer pipe and appurtenances, shall be c el aned, ar,d shall be tested after backfill by exfiltration method, unless other- wise provided in the special provisions, excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper exfil`,ra- tion test, the Engineer may require infiltration tests. All work involved in cleaning and testing sewer lines between manholes and/or rodding inlets as required herein shall be completed within fifteen (15) workaxw days after backfilling of sewer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing during tests, and any damage resulting from tests shall be repaired by the Contractor at his own expense. the manner and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. All woes, tees and stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a so• ket suitable for making a flexible jointed lateral connection or extension. T. • work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. 6. 3eneral Specif;w i;rs ( ontinued) (114) LaMpholeq .t .P:.ales shall be constructed at the location indicated on the plan to L.- dimensions and of the materials as shown on the typical detail included herein. (15) Side Sewers - six (6) inch'7--branches shall be placed where indicated on the plans or as directed by the Engineer. Branches shall be placed at an angle of approximately 30 degrees upward from the horizontal. If the side sewer connection is not to be constructed in:adiately, the branch shall be closed with a stepper using removable jointing material, sufficient to prever leakage. Where construction of side sewers is requi-ed by the plans or directed by the Engineer, six (6) inch diameter pipe snail be used tnd laid on a straight line and grade to property line at a grade not less than. one-quarter (a) inch per foot and termi.ated at a depth sufficient to serve the property intended. Lay- ing and joint raking; for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve an extstirig property, the end of same at property line shall be sealed with a stopper in a mariner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or inspector. (16) Testir, rot Acce Lance - All sanitary sewer pipe a:id appurtenances, shall be c , and shall eared be tested after backfill by exfiltration method, unless other- wise provided in the special provisions; excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper -,xfiltra- tion test, the Engineer nay require infiltration tests. f All work involved in cleaning and testing sewer lines between manholes and/or rodding inlets as required her_,in shall be completed within fifteen (15) working r days after, backfilling of sewer lines and structures. Any further delay will require the ,mitten consent of the Engineer, the Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing durinZ tests, and any ;amage resulting from t tests shall be repaired by the 3ontractor at his own expense. fhe manner 1[ and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. Ail W`12-, tees and stubs s`all be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal 4est pressure. Such plugs or caps shall be readily removable, and fo- their removal shall provide f a socket suitable for making; a flexible jointed lateral connection or extension. s The work of cleaning and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. e V General Specifications (Continueo) (li'i) _ holes - Lampholes 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. (15) Side Sewers - Six (6) incii'T'-branches shall be placed where indicated on the plans or as directed by the Engineer. Branches shall be placed at an angle of approximately 30 degrees upward from the horizontal. I£ the side :3ewer connection is not to be constructed immediately, the branch shall bp closed with a stopper using removable jointing material, sufficient to prevent leakage. Where construction of side sewers is required by the plans or directed by the Engineer, six (6) inch diameter pipe shall be used and laid on a straight line and grade to property line at a grade not less than one-quarter (o) inch per foot and terminated at a depth sufficient to serve the property intended. hay- ing and joint raking for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve an existing property, the end of same at property line shall be sealed with a stopper in a manner similar to that required for "T" - branch openings for future cormections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. (16) Testir for A ccepta�ncee - All sanitary sewer pipe and appurtenances, shall be clean , an shall be testedafter backiill by exfiltration :method, unless other- wise provided in the special provisions; excepting, however, that if the con- ditions where the ground water table are such as to preclude a proper oxfiltra- tion test, the Engineer may require infiltration tests. All work involved in cleaning and testing sewer linezi between manholes and/or rodding inlets as required herein shall be c;,mpleted within fifteen (15) corking days after backfilling of sewer lines and structures. Any further delay will recuire the written consent of the Engineer. The Contractor shall furni. 3 all labor, naterials, tools and equipment necessary to make the test, clean the E lines and to perform all work incidental thereto. Precautions shall b- taken to prevent joints Pram drawing during 4 ,str, and any :iamage resulting from tests shall be repaired by the ;ontractor at his own expense. the manner and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid without testing. All wjes, tees and stubs shall : ;.Judged with flexible ;ointed caps, or accept- able alternate, securely fastened to .ithstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning and testing and the furnishing of caps and plugs for the tests shall he considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract price of pay items in the proposal. General Specifications (Continued) (Ili) Lampholes - Lampholes shall be constructed at the location indicated on the plans to the dimensions and of the materials as shown on the typical detail in-luded herein. (15) Side Sewcra - Six (6) inch"T'--branches shall be placed wher3 indicated en the plans or as directed by the Engineer. Branches shad be placed at an angle of approximately 30 degrees upward from the horizortai. 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 prevent leakage. Where construction of .'de sewers is required by the plans or directed by the Engineer, six (6) inch diameter pipe shall be used and laid on a straight line and grade to property line at a grade not less that. one-quarter (4) inch per foot and terminated at a depth sufficient to serve the property intended. Lay- ing and joint making for side sewers shall conform with the specifications for sewer pipe. If the side sewer is not made to serve ar existing property, the end of same at property line shall be sealed wi 'i a stopper in a saner similar to that required for "T" - branch openings for future connections. If any "T" - branch is placed in the absence of an inspector, the Contractor shall place and maintain a suitable marker until the proper record has been made by the Engineer or Inspector. (16) Testing For Acceptance - All sanitary sewer pipe and appurtenances, shall be cleaned, and shall be tested after backfill by ex_`iltration method, unless other- wise provided in the special provisions; excepting, however, that if the con- ditions where the ground water table are such a: to preclude a proper axfiltra- tion test, the Engineer may require infiltration tests. All work involved in cleaning and testing sewer lines between manholes and/or radding islets as required herein stall be completed withi_i fifteen (15) working days after backfilling of sewer lines and structures. . :y ^zr+'�er delay will require the written consent of he Engineer. The Contractor sa..11 furnish all labor, materials, tools and eouipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precautions shall be taken to prevent joints from drawing during tests, and any -iamage resulting from tests shall be repaired by the :ontractor at his own expense. the manner and time of testing shall be :object to approval of the Engineer, provided that the "Engineer may limit pipe footage to be laid without testing. All wyus, tee w.d stubs shall be plugged with flexible jointed caps, or accept- able alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. The work of cleaning; and testing and the furnishing of caps and plugs for the tests shall be considered as incidental to the construction and all costs in- curred therefor shall be included in the unit contract pr a of pay items in the pro: sal. I • ti. General Specifications (Continued) A. Exfiltration Test - Allowable leakage, unless otherwise provided in the special provisions, shall comply with the provisions that follow. Leakage after backfill shall bs no more than five tenths (0.5) gallon per hour per inch of dianeter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water column above the crown at the upper and of pipe. The length of pipe tested shall be limited so that the pressure or. the invert of the lower c:.d of the section tested shall not exceed sixteen feet of water column. For each increase in pressure of two feet above a basic six feet measured above the crown at the lower end of the test section, the allowable 4 leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testing to permit normal absorptior. into the pipe walls. i B. Infiltration Test - Infiltration testing shall take place during jetting or sluicing of backfill, except when the natural ground water table is above the crown of the higher ena o£ the test section. The maximum allowable limit for infiltration shall be four tenths (O.4) Callon per hour per inch of internal diamc•.er per 100 feet of length, with no allowance for external hydrostatic head. (17) Pubtic Liability and Property Damage Ins u aace - The Contractor shall obtain a. keep in force during the terms oi' the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by this contract, and the City. The City shall be named as an additional insured on said policy insofar as the work and obligations per- formed under the contract are concerned. The coverage so provided shall protect against claims for personal injuries, including accidental death, as :aell as claims for property damages which may arise from any act or ommission of the Contractor or the subcontractor, or by anyone diractly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury I.Ability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any one person, and subject to that ! limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not less than $50,000 for each accident. A copy of the insurance policy, together with % copy of the endorsement naming ohe City as an additional insured, shall be provided to the City within a reason- a, ie time after receiving notice of,.award of contract. Contractor shall furnish the Ci',y with satisfactory proof of carriage of :te insurances required. (18) ,ne Contractor will be' responsible for keeping all haul routes clear, and to control duet by means of watering and/or soeoping upon all streets affected by the work. General Specifications (Continued) A. Exfiltration Test - Allowable leakage, unless otherwise provided in the specie provisions, shall comply with the provisions that follow. Leakage after backfill shall be no more than five tenths (0.5) gallon per hour per inch of diameter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water column above the crown at the upper and of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tested shall not exceed sixteen feet of water column. Fir each in :ease iz. pressure of two feet abolre a basic six feet measured above the crown at tha lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testing +i permit normal absorption into the pipe walls. B. Infiltration Test - Infiltration testing shall take place daring jetting or slu_cing of backfill, except when the nataral ground water table is above the crown of the higher end of the test section. The maximum allowable -.imit for infiltration shall be four tenths (0.4) gallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrostatic head. (17) Public Liability and Property Damage Insurance - The Contractor shall obtain and keep in force during the terms of the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing cork provided by this contract, and the City. The Cit hall be named as an additional insured on said policy insofar as the worts and obligations per- formed under the contract are concerned. The coverage so provided shall protect against claims for personal injuries. including accidental death, as well as claims for property damages which may arise from any act or omcission of the Contractor or t .:e subcont:actor orb any y anyone directly or indirectly employed by either of them. The min-;mum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $10C,000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not less than $50,000 for aech !g accident. S A copy of the insurance policy, togeti:er with e.,copy of the endorsement namirg the City as an additional insured, shall be provided to the City within a reason- able time after receiving notice of,.award of contract, The Contractor shall furnish the City *Tith satisfactory proof of carriage of the insurances required. (18) The Contractor will be responsible for keeping all haul routes clean and to control dust by means of watering; and/or sweeping upon all streets affected by the cork. ti YY. General Specifications (Continued) A. Exfiltratior. Test - Allowable leakage, unless otherwise provided in the special provisions, shall comply with the provisions that follow. Leakage after backfill shall be no more than five tenths (0.5) gallon per hour per inch of diameter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water colmrm above the crown at the upper and of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tasted shall not exceed sixteen feet of water column. For each increase in pressure of two feet above a basic six feet measured above the crown at the lower end of the test section, the allowable leakage shall be increased by D%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testing to permit normal absorption into the pipe walls. B. Infiltration Test - Infiltration testing shall take place during jetting or sluicing of backfill, except when the natural ground water table is above the crown of ,he higher end of the test section. The maximum allowable limit for infiltration shall be four tenths (0.11) gallon per hour per inch of internal diameter per 100 feet of length, with .io allowance for external hydrostatic head. (17) Publac Liability and Property Damage Insurance - Tne Contractor shall obtain and keep in force during the terms of the centraci , public liability and property damn : insurance in companies and in form to bo approved by the City. Said inst_,-aace shall provide ^overage to the Contractor, any subcontractor perform- ing -ork provided by this contract, and the City. The City shall be named as ar. additional insured on said policy insofar° as the work and obligations per- formed under the contract are concerned. The coverage so provided ;hall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omrassion of the Contractor or tb- " ibcontractor, or by anyon3 diroctly or indirectly employed by either of the The minimum policy limits of such insurance shall be as follows: Booily injury liability coverage with limits of not less than $100,000 for bodily ( injury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not less than $50,000 for each accident. A copy of the insurance policy, together with q copy of the endorsement naming the City as an additional insured, shall be Provided to the City within a reason- able time after receiving notice of_award of contract. The Contractor shall furnish the City with satisfacto6 prod of carriage of the insurances required. (18) The Contractor will be responsible for keeping all haul routes clean and t3 control dust by means of wateriiit� and/or sweaping upon all streets affected by the work. ti General Specifications (Continued) A. Exfiltration Test - Allowable leakage, unless otherwise provided in the special provisions, shall comply with the provisions that follow. Leakage after backfill shall be no more than five tenths (0.5) gallon per hour per inch of diameter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water column above the crown at the upper and of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tasted shall not exceed sixteen feet of water column. For each increase in pressure of two feet above a basic six feet measured above the crown at the lower end of the test section, the allowable leakage shall be increased by 10%. Thr Contractor may fill the pipe any time up to 24 hours prior t_ the time of exf:.ltration testing to permit normal absorption into the pipe walls. B. Infiltration 'Pest - Infiltration testing shall take place during jetting or s­ luicing of backfill, except whs.. the natural ground water table is above the crown of the higher end of the test section. The maximum allowable limit for infiltration shall be four tenths (0.4) Fallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrostatic head. (17) Public Liability and Property Damage Insurance - The Contractor shall ob'ain and keep in force during the terms of the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by this contract, and the City. The City shall be named as an additional insured on said policy insofar as the work and obligations per- formed under the contract are concerned. The coverage so provided shall protect against claims for personal injuries, including accidental death, as we l as claims for property damages which may arise from any act or ommission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of riot less than $50,000 for each accident. A copy of the insurance policy, together with ey,copy of the endorsement naming the City as an additional insured, shall ,be Provided to the City within a reason- able time after recei-ring notice ofawsrd of contract. The Contractor shall ` furnish the City with satisfactory proof of carriage of the insurances required. 1 (18) The Contractor will be responsible for keeping all haul routes clean and to control duet by means of uatr- i_ng and/or s,reaping upon all streets affected S by the work. { ( I i General Specifications (Continued) A. $xfiltration Test - Allowable leakage, unless ot: erwise provided in the special provisions, shall comply with the previsions that follow. Leakage after backfill shall be no more than five tenths (0.5) gallon per hour per inch of diamet per 100 feet of sower pipe, with a minimum test pressure of six feet of water column above the crown at the upper and of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tasted shall not excaed sixteen feet of water column. For each increase in pressure of two feet w ve a basic six feet measured above the crown dt the lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testing to permit normal absorption into the pipe walls. B. Infiltration Test - Infiltration testing shall take place during jetting or sluicing of backfill, except when the natural ground water table is above the crown of the higher end of the test section. The maximum allowable limit for infiltration shall be four tenths (G.4) gallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrostatic head. (17) Public Liability and Property Damage Insurance - The Contractor shall obtain and keep in force during the terms of the contract, public liaoility and property _usage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by this contract, and the City. The City shall be named as an additional insured on said policy insofar a: the work and obligations per- formed under the contract are concerned. Th3 coverage so provided shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or ommission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not less than $50,000 for each accident. A copy of the insurance policy, together with 9,copy of the endorsement naming the City as an additional insured, shall ba provided to the City within a reason- able time after receiving notice of, award of contract. The Contractor shall furnish the City with satisfacto:ly proof of carriage of the insurances required. (18) The Contractor will be responsible for keeping all haul routes clean and to control duet by means of watering and/or sweoping up;n all streets affected by the work. a `, 1� General Specifications (Continued) A. Exfiltration Test - Allowable leakage, unless otherwise provided in the specia provisions, shall comply with the provisions that follow. Leakage after backfill shall be no more than five tenths (0.5) gallon per hour per inch of diameter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water column above the crown a:. the upper and of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tested shall not exceed sixteen feet of water column. For each increase in pressure of two feet above a basic six feet measured above the crown at the lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testing to permit normal absorption into the pipe walls. B. Infiltration 'Pest - Infiltration testing shall take place during jetting or sluicing of backfill, except when the natural ground water table is above the crown of the higher end of the test section. The maximum allowable limit for infiltration shall be four tenths (0.4) gallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrostatic head. (17) Public Liability and Property Damage Insurance - The Contractor shall obtain and keep in force during the terms of the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by this contract, and the City. The City shall be named as an additional insured ori said policy insofar as the work and obligations per- formed under the contract are concerned. The coverage so provided shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or ommission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any one person, and sub.4ect to that limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not less than $50,000 fox each accident. A copy of the insurance policy, together with q copy of the endorsement namil,g the City as an additional insured, shall be frovide4 to the City within a reason- able time after receiving notice of,.awax'd of contract, The Contractor shall furnish the City with satisfactoxly proof of carriage of the insurances required. (18) The Contractor w-"l be responsible for keeping all haul routes clean and to control duat by means of watering and/or s:e3ping upon all streets affected by the work. i General Specifications (Continued) C A. Exfiltration Test - Allowable leakage, unless otherwise provided in the specia provisions, shall comply with the provisions that follow. Leakage after backfill shall be no more than five tenths (0.5) gallon per hour per inch �f diameter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water column above the crown , the upper and of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tested shall not exceed sixteen feet of water column. For each increase in pressure of Uo feet above a basic six feet measured above the crown at the lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testing to permit normal absorption into the pipe walls. B. Infiltration Test - Infiltration testink shall take place during jetting o sluiTr.g of backfill, except when the natural ground water table is above the crown of the higher end of the test section. The maximum allowable limit for in.; -ltration shall be four tenths (0.4) gallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrestatic head. (17) Public Liability and Property Damage Insurance - The Contractor shall obtain and keep in force during the terms of the contract, _,iblic liability and property damage insurance in companies and in form to be approved by the Civy. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by this contract, and the City. The City shall be named I as an additional insured on said policy insofar as the work and obligations per- formed under the contract are concerned. The coverage so provided shall protect 1 against claims for personal injuries, including accidental death, as well as 1 claims for property damages which may arise from any act or ommission of the ' Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability- coverage with limits of not less than $100,000 for bodily i,y)ury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,000 for each accident; r and property damage coverage in an amount of not less than $50,000 for each accident. f, I A copy of the insurance policy, together with ayoppy of the endorsement naming the City as an additional insured, shall be-Provided to the City within a reason- able time after receiving notice of'award ,i contract. The Contractor shall furnish the City with satisfactory proof of carriage of the insurances required. (18) The Contractor will be responsible for keeping all haul routes clean and to control dust by means of watering and/or saeaping apen all streets affected by the work. General Specifications (Continued) A. Exfiltration Test - Allowable leakage, unless otherwise provided in the special provisions, shall comply with the provisions that follow. Leakage af'.:er backfill shall be no more than five tenths (0.5) gallon per hour per inch of diameter per 100 feat of sewer pipe, with a minimum test pressure of six feet of water column above the crown at the upper and of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tcssted shall not exceed sixteen feet of water column. For each increase in pressure of two feet abov3 a basic six feet measured above the crown at the lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testing to permit normal absorption into the pipe walls. B. Infiltration 'Pest - Infiltration testing stall take place during jetting or sl�uicitg of backfill, except when the natural ground water table is above the crown of the higher end of the test section. The maximum allowable limit for infiltration shall be four tenths (0.4) gallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrostatic head. (17) Public Liability and Property Damage Insurance - The Contractor shall obtain and keep in force during the terms of the contract, public liability and property t damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by this contract, and the City. The City shall be named as an additional insured on said policy insofar as the work and obligations per- formed under the contract are concerned. The coverage so provided shall protect against claim3 for personal injuries, including accidental death, as well as claims for property damages which may arise from any a;t or ommission of the Contractor �r the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less that. $300,000 for each accident; and property damage coverage in an amount of not less than $50,000 for each accident. A copy of the insurance policy, together with a copy of the endorsement raming the City as an additional insured, shall ba�pPwided to the City within a reason- able time after r:,ceiving notice o£ awtid of contract. The Contractor shall furnish the City with satisfactoty proof of carriage of the insurances required. (18) The Contractor "11 be responsible for keeping all h¢ul routes clean and to control duet by means of watering and/or sweeping ugan all streets affected by the work. Y General Specifications (Continued) A. Exfiltration Test - Allowable leakage, unless otherwise provided in the special provisions, shall comply with the provisions that follow. Leal-age after backfill shall be no more than five tenths (0.5) gallon per hour per inch of diameter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water column above the crown at the upper --nd of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tested shall not exceed sixteen feet of water column. For each increase in pressure of two feet above a basic six feet measured above the crown at the lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testinC to permit normal absorption into the pi;re walls. B. Infiltration 'lost - Infiltration testing shall take place during jetting or sl�u c ng of backfill, except when the natural ground water table is above the crown of the higher enu of the test section. The maximum allocable limit for infiltration shall be I four tenths (0.4) gallon per hour per incl of internal diameter ' per 100 feet of length, with no allowance for external hydrostatic head. P (17) Public Liability and Property Damage Insurance - The Contractor shall obtain and ceep in force during the terms of the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by this contract, and the City. The City shall be named j as an additional insured on said policy insofar as the work and obligations per- formed under the contract are concerned. Ths coverage so provided shall lrotect against claims for personal injuries, including accidental death, as well as claims for property darruges which may arise from any act or ommission of the Contractor or the subcontractor or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not lass than $50,000 for each accident. A copy of the insurance policy, together with e.,00py of the endorsement naming the City as an additional insured, shall ba-provid d to the City within a reason- able time after receiving notice of ,aw6d of contract. The Contractor shall furnish the City with satisfacto6 proof of carriage of the insurances required. I1 tl M1• ~^ (18) The Contractor 411 be responsible for keeping all haul routes clean and to control dust by means of wavering and/or sweeping upon all streets affected by the work. { General Specifications (Continued) A. Exfiltration Test - Allowable leakage, unless otherwise provided in the specie pro lions, shall comply with the provisions that follow. Leakage after backfill shall be rc more than five tenths (0.5) gallon per hour per inch of diameter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water column above the crown at the upper end of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section testea shall not exceed sixteen feet of water column. For each increase in pressure of two feet above a basic six feet measured above the crown at the lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to thq time of exfilt.ration testing to permit normal absorption into the pipe walls. B. Infiltration Tort Infiltration testing stall take place during ,jetting or slwc :.g of backfill, except when the natural ground water table is above the crown of the higher end of tie test section. The maximum allowable limit for infiltration shall be four tenths (0.4) gallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrostatic head. (17) Public Liability and Property Damage Insurance - The Contractor shall ob',ain and keep in force during the terms of the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by this contract, and the City. The City hall be named as an additional insured on said policy insofar as the work and obligations per- formed under the contract are concerned. The coverage so provided shall protect against claims for personal injuries, including accidental death, as well as claims for property danages which may arise from any act or ommi.ssion of the Contractoi or the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any ore person, and subject to that limit for each person, in an amount not less than $300,000 for each accident} and property damage coverage in an amount of not leas than $50,000 for each accident. A copy of the insurance policy, together with q pppy of the endorsement naming the City as an additional insured, shale ,be-provided to the City within a reason- able time after receiving notice ot, s&AlA d of contract. The Ccntractoi shall Punish the City with satisfactoY'y proof of carriage of the insurances required. (18) The Contractor 411 be responsible for keeping all haul routes clean and to control duet by means of watering and/or sweeping upon all streets affected by the work. t J ,1 1 � V General SFecLficat;ons (Continued) A. Exfiltration Test - Allowable leakage, unless otherwise provided in the special provisions, shall comply with the provisions that follow. Leakage after backfill shall be no more than five tenths (0.5) gallon per :,our per inch of diameter per 100 feet of sewer pipe, with a minimum test pressure of six feet of water colwai above the crown at the upper end of pipe. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section t-sted shall not exceed sixteen feet cf water column. For each increase in pressure of two foet above a basic six feet msp�au•ed above the crown at the lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltration testing to permit normal absorption into the pipe walls. B. Infiltration Tost - Infiltration testing stall take place during e�ttng or— s- _uicirg of backfill, except when the naiural ground water table is above the crown of the higher end of the test sLotion. The maximum allowable l.m%t for infiltration shall be i four tenths (0.4) gallon per hour per inch of internal diameter per 100 feet igth, with no allowance for external hydrostatic head. (17) Public Liability and i.oj.,..i Damage Insurance - The Contractor shall obtain and keep In force dun g the terms of the contract, public liability and property damage insurance in companies and in form to be approved by the City. Said insurance shall provide coverage to the Contractor, any subcontractor perform- ing work pa°ovided by this contract, and the City. The City shall be named as an additional insured on said policy insofar as the work and obligations per- formed, under the contract are concerned. The coverage so provided shall protect j against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or ommission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. The minimum policy limits of such insurance shall be as follows: Bodily injury liability coverage with limits of not less than $100,000 for bodily injury, including accidental death, to any one person, and subject to that limit for each person., in an amount not less than $300,000 for each accident; and property damage coverage in an amount of not less than $50,000 for each accident. A copy of the insurance policy, togeth3r with eo appy of the endorsement naming the City as an additional insured, shall ,ya,¢Yavided to the City within a reason- able time after receiving notice of r Ard'of contract. The Contractor shall furnish the City with satisfacto6 proof of carriage of the insurances required. (18) The Contractor "11 be responsible for keeping all +Ll .Mutes clean and to control duet by means of watering and/or sweeping upin all street- affected by the work. a i , General Specifications (Coi,tinued) A. E:xfiltrati.,-. Test - Allowable leakage, unless otherwise provided ir. thethespec ai iro�visions, shall comply with the previsions that. follow. Leakage after backfill shall be no more thar. Siva ;enths (0.5) gallon per hour per inch of diameter per 100 f. t of sewer pipe, wi -h a mirAnum tees pressure of six feet of water col T. above the crown at the rTa.e- and of pipe. TPe length of pipe tested shall be limitod so that the pressure on the invert -f the lower end of the section tested shall not exceed sixteen fe .,, of water column. :or each increase in pressure of two feet above a basic six feat r.'?asured i abovo the crown at the lower end of the test section, the allowable leakage shall be increased by 10%. The Contractor may fill the pipe any time up to 24 hours prior to the time of exfiltraticn testing to permit normal absorption into the pipe .,calls. B. 1 :..` It at_cn i _c :n, i:txation testing stali take place during at*ins'c:off ..5 of backfill, except when the natural ground water table is a ova the crown cf the higher end of the test section. The maximum allowable limit for -eiliration shall be four tenths (0.4) gallon per hour per inch of internal diameter per 1'JC :set of length, with no allowance for external hydrostats; head. (li) Public Liabili�azd_Property Damage Insurance - The Contractor shall :btain and eec�p in- orce��iurInng the terns of the contract, public liability and property damage insurance in companies and in form to be approved oy the City. Said i insurance shall provide coverage to the Contractor, any subcontractor perform- ing work provided by tt.is contract, and the City. The City shall be named as an additional insured on said policy insofar as the work and obligations per- formed under the contract are concerned. The coverage so provided shall protect against claims for persunal injuries, including accidental death, as well as claims for property damages which may arias from any act or ommission of the Contractor or the subcontractor, or by anyone directly or inoirectly smployed by either cf them. The minimum policy lim?ts of such insurance shall be as follows. injury liability coverage with limits of not less than $100,000 �r ...iily injury, '_-eluding accidental death, to any one person, and subject to that limit for each person, in an amount not less than $300,C00 fcr each accident; and property damage coverage in an ar..-ant of not less than $50,000 for each accident. i A , opy of the i„su:ance policy, together with ya gpgy of the endorsement naming the City as an additional insured, shalp,ba,Qi'bvidV to the City within a reason- able time after racei-rint notice M{.ssdS A'of contract. The ' ztractor shall furnish the City with satiefacboily proof of carriage of th4- _:isurances required. K (18) The Contractor w61T be responsible for keeping all htul routes clean and to control dust by moans watering and/or sweep;ng upon all streets affected by the work. r i 3 ti FAIMPIMIW w .ta SPU;LSL PROVISIONS Pavement Restoration - The pavement restoration shall be per"ormed by the City of Renton and shall not be part of this contract. The sewer trenches a:,d construction areas shall be neatly finished to the lines and existing &rades as shown on t',e plans. Prover compaction of the backfill is essential and reference is hereby made to Section Number Eight (8) entitled ` "Backilli.ng of Pipe Trench", of the General Specification:. Side Sewer Risers - Where specified by the Engineer, side sewer risers shall be i installed as per enclosed detail. The unit bid cost per side sewer riser shall be complete comps :sation for all labor and materials required. 4 h k SPECLU PROVISIONS r Pavement Restoration - The pavement restoration shall be performed by the City of Renton and shall not be part of this contract. The sewer trenches and construction areas alall be neatly finished to the lines k and existing grades as ,Shown on the plans. Proper compacti n of the backfill is essential and reference is hereby made to Section Nuaber L t (8) entitled "Backfilling of Pipe Trench", of the General Specifications. i Side Sewer Risers - Where specified by the Engineer, side sewer risers shall be sstalled as per enclosed detail. The unit bi.r cost per side sewer riser shall be complete compensation for all labor and materials required. µk I Y SPEOIAL PROVISIONS Pavement r.escc,ration - The paveme_ r, restoration shall be performed by the City of enter and shall not be part of this contract. The sewer trenches and construction a:•eas shall be neatly finished to the lines and existiRg grades as shown on the plans. Proper compaction of thq ickfill is essential and reference is hereby made to Section Number Eight (8) entitled "Backfilling of Pipe Trench", of ti.,: General Specifications. Side Sewer Risers - Where specified }ry the Engineer, side sewer risers shall be installed as per enclosed detail. The unit bid cost per side sewer riser shall be complete compensation for all labor and materials required. l i SPECIAL PROVISIONS Pavement R ition - The pavement restoration shall be performed by the City of Renton and b.. Il not be part of this contract. The sewer tren, - s and construction areas shall be neatly finished Lo the lines and existing grades as shown on the plans. Proper compaction of the ba.,k£ill is essential and reference is hereby made to Section Number E--rht (8) entitled "Backfilling of Pipe Trench", of the General Specifications. Side Sewer Risers - Where specified by the Engineer, side sewer risers shall be installed as per enclosed detail. The unit bid cost per side sewer riser shall be complete compensation for all labor and material: required. 16 1 SPECIAL PROVISIONS Pavement Restoration - The pavement restoration shall be performed by the City of Renton and shall not be part of this contract. The sewer trenches and construction areas shall be neatly finished to the lines and existing grades as shown on the plans. Proper compaction of the backfill is essential and reference is hereby made to Section Number Eight (8) entitled "Hackfilling of Pipe Trench", of the General Specifications. Side Sewer Risers - Where specified by the Engineer, bide sewer risers shall be installed as per enclosed detail. The unit bid cost per s de sewer riser shall be complete compensation for all labor and materials required. SPECIAL PROVISIONS Pavement Restoration - The pavement restoration shall be performed by the City of Renton and shall not be part of this contract. The sewer trenches and construction areas sha_�1 be neatly finished to the lines and existing grades as show, on the plans. Proper compaction of the backfill is essential and reference is hereby made to Section Number Eight (8) entitled "Backfilling of Pipe Trench", of the Guaeral Specifications. Side Sewer Risers - Where specified by the Engineer, side sewer risers shall be installed as per enclosed detail. The unit bid cost per side sewer riser shall be complete compensation for all labor and materials required. 4 i ti MMIb SPECIAL PROVISIONS Pavement Restoration - The pavement restoration shall be performed by the City of Winton and shall not be part of this contract. The sewer trenches and construction areas shall be neatly finished to the lines and existing grads, as shown on the plans. Proper compaction of the backfill is essential and reference is hereby made to Section Number Eight (8) entitled "Backfilling of Pipe Trench", of Lhe General Specifications. Side Sewer Risers - Where specified by the rngireer, side sewer risers shall be installed as per enclosed detail. The unit bid cost per side sewer riser shall be complete compensation for all labor and materials required. 6 I fE p f SPMIAL PROVISIONS i 'avement Restoration - The pavement restoration shall be performed by the City c° I i ,nton� shall not be ralt of this contract. sewer trenches and construction areas shall he neatly finished to the lines exib`ing grades as shown on the plans. Proper compaction of the backfill is .enti:< , and reference is hereby made to Section Number i'ght (8) entitled ": acwS _ling of Pipe Trench", of the General Specifications. as hewer Risers - Where specified by the E:nginesr, side sewer risers shall be installed as per enclosed detail. The unit bid cost per side sewer riser shall bb complete compensation for all labor and materials required. ik k I F SPECIAL PROVISIONS Pavement Restoration - The pavement restoration shall be performed by the City of entt tcn and shall not be part of th s contract. The sewer trenches and construction areas shall be neatly finished to the lines and existing grades as shown on the plans. Proper compaction of the backfill is essential and reference is hereby made to Section Number Eight (8} entitled "Hackfilling of Pipe Trench't, of the General Specifications. Side Sewer hisers - Where specified by ttie Engineer, side sewer risers shall be installed as per enclosed detail. The unit bid cost per side sewer riser shall be complete compensation for all labor and materials required. i f ` I f i 6 SPECIAL PROVISIONS Pavement Restoration - The pavement restoration shall be performed by the City of Renton and shall not be part of this contract. The sewer trenches and construction areas shall be neatly finished to the lines and existing grades as shown on the plans. Proper compaction of the backfill is esscrtial and refer?nce is hereby made to Section Number Eight (8) entitled "Back£illing of ripe Trench", of the General Specifications. Side ;ewer Risers - Where specif ed by the Engirser, aide sewer risers shall be installed as per enclosed datail. The unit bid cost per side sewer riser shall be complete compensation for all lacor and materials required. i SPECIAL PROVISIONS Pavement Restoration - The pavement restoration: shall be performed by the City of Renton and ^,hall not be part of this contract. The sewer trenches and construction areas shall be neatly finished to the lines and existing &:"sties as shown on the plans. Proper compaction of the backfill is essential and r3ference is hereby made to Sectlon ;dumber Light ( i) entitled "Backfilling o2 Pipe Trench", of the General Specifications. Side Sewer Risers - Where specified by the :engineer, side sewer risers shall be installs as per enclosed detail. The unit bid cost per side sewer riser shall be complete compensation for all labor and materials required. S SPIETAL PROVISIONS Pavement '.cstoration - The pavement res`,o:ation shall be performed by the City of e�aton and shall no? be part -f this cc:.;ract. The sewer trenches and construction areas shall be neatly finished to the lines and exist'ng graces as shown on the plans. Propt,r compaction of the t zkfill is essential and reference is hereby mace to 'action Numbex right (8) ent_tled "3ackfilling of Pipe Trench", of the General Specifications. Si-ae Sewer Risers - Where specified by the Engineor, side sewer risers shall be Tnatall— e�per enclosed detail. The unit bid cost per side sewer riser shall be complete compensation for all labor and materials required: t 6 F SPIMAL PROVISIONS Pavement Restoration - The pavement r:;8toration shall be performed by the City of Renton and shall not be part of this contract. The sewer trenches and construction areas shall be neatly finished �-o the lines and existing grades as s!,own on tue plans. Proper compacci.on of the backfill is essential ana reference, is hereby made to Section ;;,xrocj Lignt (3) ercitled "Backf'.11ing of Pipe Trenc, 21, of the General Specifications. Skis Sewer Risers - Where specifl-d by the Z ginaer, side sewer risers shall be stalled as per enclosed detail. The -,mit bid cost pe. sid-- sewer riser shall be complete compersaticn for all labor and materials rnevired. x: 4. .�l 1 � � 1 J14Ei cam- c ' I j LCt•.� .o.. IMP• Fc�}'d-� f pLC: G1C �OURE'J �� �� I S7i Z C 456 AQ«,jK. D rJ - It f I � s - r SI DE Z a12 Dc� 6 z i t rAT Eb ! *V40TE, Frog 5PALLOw NA AW"OLE I t t2�•M4X. ` AD7USTME4'T � �IZT � v i � 1. STEPS �� JE01:eNiC BAZ �i-i�c T • ! S� EFL: CR EUAI 2.57Er S AQETO LaKAH c IN �. ' Ci 01 `T Y'.te:^ 1W! 1'74,LLF=3. e 1 WATER Tl BHT. za' 4C^^AS711,4G O�fMP{ C ,1 � IZ• 0.�. MAC F`J�SN1J17i if NO. s9z.e •vV�;T1i TYPE •'C" LID Oft EC' 'A - ' SECTIONS TO G. FL r\T S �,XP3 U:: D 2 . r< ? -Ni iZE WILL BS A IV MAX �, BtTv;tEAl 5:-t.-r AF�D A `.�'rTcP WILL bE 7LeCED "i U57 LELOW ea :ASTI 1(, FOf2. A N4AwD kcLD. 6t CITY OF RENT :) N ENGINEERING D E P A R T M E N T TYPICAL IAAHVA (DI_�-: , I t/11Aw. 'c.C.-H. DA7,:APP--!9 FILE NO, -._._.. . ( WIECKED __.-__ ._ .._ $CALEl_a...�Yri7 Y�L)yi nuo woK.. -►eae. ._ APPROVED SHEET OF-_ { I F