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Home My WebLink AboutWWP2700319 S-319 BEGINNING OF FILE FILE TITLE S 319 _ _ 6 Luwl aT lr Precision eelind KLLENR• WA- PR006 �. a Video Systems (206) 6e1-2926 PROa CT WORK SHEET OATEs, /.r+s JA [ " PIIO.TCCTr �. ter Y.''A L-n-L� LOCATIONI Jii^•+'f' r_.4 t r only �1,1/S CLIENTS ate Travel Door. Standby Total Nature of Technicians Clients Time Time Tim Time wore Initial Monday Tuesday ' ,r �c•' Sfy Iedneade Thursday Friday Saturday Sunday alwis On Elevn� `0 Grouting Remarks - Inspectlon TYPE OF RVICE Video Tapes Chemical Grout Photographs MATERIALS REMARKS& Lonflnue on Accepted Bytrt� PSV Technician at Supervisor copy to clients TES X- NO lar.l«t•>«. IBM city l.` C✓ ��r: 7 J 40 TagMi�1M Inpector W�AtMr Cleared OP Report Tpe free N.N No. p1 ,Olen Snctly'n ``en h Joint T / kY< yea D e Net. Tu N.N. No. NANNOLE CAM >'1 MN ro tOCATtON Of LINE depth type footage Photo Photol Pro I leaka� No, Code LONNCNTS GpN coMitlon v ` < Aecua. hMao � PIPEL14L ]ATM c]eonllnaee " grade grao. eq t_ _ condition leaking J01nb CLNN.NJ_D AENAO.t — c lean roeovr route — grout % Joint,— reline. replan __ -- otnar LEGENDr bd a broken Pape CC . Circunfarentiel Crack LC . Longitudinal Crack L • Leek PT . protruding Tap S . Service Al - Rout Intrusion U . Unpssuolr Q7 SAN - / SEw6& Ae{79rc7- S _ 3q LID gv 3 Z z - go . Puc.Er ,Ueivc $�uson� Z'oAD 01"MMAN - rx*wuw Mtxb C.wer xr ray.x� STATE OF W A%OCTON DEPARTMENT OF ECOLOGY 41.1 fgoh All-ME • ltw* v .W-;1"IM"4I82 a l.(YU At4 MR>) MAR 3 01981 Mr. Donald G, Monaghan City �` Renton Department of Public Works ity Hall 300 Mill Avenue South Renton, Washington 98055 Dear Mr iionaghan: South Puget Drive A Benson Road Sout , Sanitary Sewer In accordance with RCN 90.48.110 and MAC 173-240-010 through 180 of the Department of Ecology, the plans and specifications for the subject project have been reviewed and are hereby approved. Upon completion, and prior to the use of the above project or portions thereof, the attached Completion of Construction Certificate must be completed by the responsible professional engineer for the project and returned to this department. Nothing in this approval shall be construed as satisfying other applic- aLle federal, state or local statutes, ordinances or regulations. For additional informat;on, please feel free to contact Gary L. Brugger, the plar review engineer for this project. Very truly yours, Robert K. McCormick Regional Manager RKM:GLB:MV:bh Enclosure cc: Seattle-King Coun*y Health Dept. i7 "'�- t��•--_ SANITARY SEYFO TEVOICA1 PROVISIONS SANITAM i LcPRgE6EENE OE ECl'E,lGY Ids Shall conform to Section 63 of the Standard Specifications end Standard lips as per these Specifications txceot a5 modified MWIn. Motion of manhdll5 shall a Stated in the field b, the Engineer. MNer joint manholes Shall a used fcr proper moiitun tigetnest. A minlsem of one ill cwrst of 8" wide brick shall be 91 aced under the frame it Allow for adjustment. The completed manholes shell a riged, true to dimMsion and watertight. After the barrel has been cr+itructed, the Cnamuls shalt be completed. Shaping sail N such that chanwalS cmfOre to s'OPO and drops and join together with with mil"rounded junctions. Channel sides Shal: M hron"I we vertically to the crowa elevation of the pipes. Tor shelf SWI be Nperhly finish" end ewhly warped ilopirq tp drain to the canoe'.. Cortrete am shaping the bottom of to manholts shall de 3114 Inch milm aggremate size. The bid price for Sanitary maldh.lel shall a full COmpsnsatim for al, lacer, eguipmaht, materials, excavation. aGafil% Aljustimg the flood to final Bradt. ono all ,Cident,l costs necessary for fumishihq and placing manacles. CONNECT TO EXIST Sol NANNULE Nor! a Connection is to be made to An exlx0ftq manhOle, to Contractor shall remove the existing stub and/or break into to manhole and redrout And rechannel as hacesslry to actows Ute to new sMr pipe. '.art shall be Glen so that neither the wails nor the Use are dema9e4 or cracked. If the manhole is dWged, reyair/ replacement mill a required as Bete' ihad by the Engineer. The existin0 channels Shall be protected to prevent the entry of mortar or other debris. mortar used shall conform to Section 63 of the Standard Soectlieatlons. The correction to the Sanitary sewer shall a plugged And remain So until to up- stream 11" as Dean cleahed, trsted, videotaped, and manholes cah"Idd. The unit price per each for -Connect to Existing Manhole' shall be full compensation for all labor, puipmant, materials and incidental Costs mcetury to connect to existing manholes. GAVEL FOR PIPE BEDDING_: CLASS "0'_ Grovel for D:M padding for PVC pipe (oak grovel) shall have IODI pAisint to M Standard 314" opening and not more tan 31 will pass the U.S. 0200 (wet sieve), 0.81 will pass the U.S. 08 Steve and 9S-IOOt will ail the U.S. Standard 318` opening with A minieWe sand equivolent of 50. Pipe adding material for PVC pipe Sall be Placed to a depth Of 6" below the bottom Of to pipe end extending up to 6- Above to crown of the pipe. Gravel for Dipe adding for contract pipe Shall consist of crushed or naturally occurring granular maSalls' form sources selected by to Contractor. The source antl uuelity of material shalt of approved by to Engineer. Class 'I' adding shall conform to Section 61.303,42 of the Standard Specifications. Pipe addinq material for concrete pipe shall be Pl Aced to A minieum depth of e below the bottom of the pipe and extending up to to sDr-ag line of pipe. i TECHNICAL PM'ISIONS (Cm,) SMINLt C G,tVtt FDA plot 6t0DIN6 - CLASS •g• tilot, The unit Price bid for bidding gravel per ton to pi Ace snarl be full Commmsa ntlon far c ru kilan' 1ion Nsllortinl, Olitmaant, and enpcti„f the bedding gravel. NO further On wade P.Y.C, pip[ p.V.C. sorter pipe skull confory to A.S.T.M. D3033 or 03036 eacopt +, *thentse provided. Rubber gaskets for P.Y,C. pion skull con/ot. to A.S.T.M. D1869. Fittings skull be of the soot material and Class as the Pipe. P.V.C. pipe SNIT be fYM1SMd AM installed in accordancevitb Sections 60 SM fl Of the Stamaard Spec l f l;ak'Oni "Clot 11 600ifted heroin. 51a 16) Incha of Ne,dfr . 'trio$ sheer a! rwgwired atop, air sewAr pipe. Bedding Witrto, ins ys ,, aN._.a+ I "scrim to these Willi Ca' Vim. Dne. Section 61 1.05 skull include the f011griRg The N1M-Pieced bedding Ptoe and to a point 31. semi$ ob" the Cryn fM'I be foot-toped. The ramaininq backflil $hell be amechanically tamps with hand-operated machllital or pneumatic taa0ers, M Kt density. All ekcaea4lon, D6tc,nq of pipe, and Mcefi111n0 shall De done m accordance wit" State Of Washington Safety Stanoo-ds for construc Nor, work, part C, Of the latest edition, To "Sure A matertight Conhettiph betwetn P,Y.C. PtM and COndrete manholes, couplings 01 a rubbor ring co,msWding to the $I" of the pipe shot, be used unless othe,. rise specified. The wit price Der linter fCot SM11 C,e,titute CPplete CCpMSa]'Cn far all labor, matfrk+l, filling$. tmis, and equipMt hecessary for pip, installation, oxcavatiun,AM macMmcally tAptnO the backfill Mteriel, M further Copenf,Non will 4 do. WNC%TC FIFE Non.relnfOrced concrete pip, shill conform to A,S.T.M. desigMticr CgAA. Table it (e.tre Strehgth) etcept a5 0therwte Drov itlCM. Joints $M11 be ma9ufActured for us, of Grant AuOMf Wske[x or egw1. Fittings shell M of the sake Mteriel AM class as the concrete DIM. COncrete pipe shall be furnished Ana i"Stalled in accordance with Sections 60 ant 61 of the Standard Sped l!<+tfartf !Kept as abdified herein. Four (A) inches of bedding material shelf be required under all sower pipe, B,d- dinq mated+" Shall be of the salve material as described in these technical.Pray is tons. Section 61.3.05 shell Include the followtn9, The hind-placed WWII WII a^Ouna the Dlpe and to A paint $14 inCMs above the cry, shall be fwt-[aped until it is unyleiding, The rawaining NCtflll, whether native Mtalk' or select Maf,11. %Mil amach taped hanically with MrM-operatlC hoc Nn.iol or PleWtic topers, t0 g5t Ail tsuvation. Clacirq of pipe, And kuckfiiling skull to dq,e in accordance Nth StotoNon of WashingtonMd Softly Stard$ for Construction work, Parc C. of the latest edr . TECWIrAL PROVISIo6 (CDR.) SCHEDULE C CONCRETE PIPE CONT. The unit price per linmar foot Shall constitute complete COWnsstion for all labor, material, fittings, tools, and a ipmnt necessary for pipe installation; including excavation, placing of pipe, and mechanically taping the beckfill material. No further coapenmattoo will be made. DEkATERING Deoateriog of the trencr to A depth of 2.5 feet palm the flow line shall be a requtre- peet of this contract and shall be is specified in Section 61-0.02 of the Standard Specifications. &Pore dMtering, the Contractor Shall submit to the Engineer for his approval a statement of the method of installation and details of the twittering system that will be used. Dewatering of the trench shall be cdnsidered is incidental to the pipe installation and all costs thereof shall be included in various contract unit prices- TEE/STUBS Tees shalt be installed when shown on the plans or as directed by the Engineer The unit price per tee Shall be full coapensation for all labor, materials, tOCIS. AM equipmant necessary for complete installation. It skill be the Contractor's responsibility to verify with the property owne if possible, the location of All tees and/or Stubs, prior to "'SLaH arson. The location of the tee or Stub shall be referenced by fastening to it a 12 ggaauge galvanized wire which Shall be fathomed vertically and attached to a ?-W-45' cedar post. The mark,' post should extend aopro ai mately 18" above the surf ate df the ground. The top shall be pa toted white and the depth of the tee or serer stub Shall be clearly marked in black. It shall be the Contractor's responsibility to be sure that these pasts are Correctly placed for location ant marked for the correct depth. The cost of installing marker posts shall be considered incidental to the project and no compensation will be made. TESTING FDR ACCEPTANCE The method used for testing the sanitary sower pipe for acceptance shall be Low pressure Air Test. Refer to table in this document. If additional information is required, see Section 62-7 of the Standard Specifications. TESTING OF 1NTERIa'.S The Contractor Shall provide test samples and results from a testing 1atlOratpry approved by the Engineer of materials used on this project is follows: K (1) simple for each lot of the estimated total quantity of each item, as directed by the [nginee r. The cost incurred for test samples and laboratory analysis shall be considered as Incidental to the project and no further compensation will be made. RESTORATION, FINISH AND CLEANUP Restoration, finivh and cleanup shall ha performed in strict comp Hance with Section 4-1.08, 57 and 68 V the Standard Specifications. TECHNICAL PROVISIONS (CONT.) SCHEDULE C TELEVISION INSPECTION After wmpletias of construction, but Prior to Acceptance by the City, the Contractor shall flush the minline and utilizing talmisim facilities, inspect Orr videotape record for the Engineer's approval all mialim Rawer pipe. Payment for this item is a lump sue price and includes all equipment, facilities. manpower and all other appurtenances necessary for emaplete and perma"M record of Television inspectiun. No further cougensatiun will be not. SELECT TRENCH aACKE1LL Refer to Schedule 'A' of these Technical Provisions. I CERTIFICATE OF CONSTRUCTION Of WATER POLLUTION CONTROL FACILITIES INSTRUCTIONS- A. Upon completion, and prior to the use of any project or portions thereof, a professional engineer shall complete and sign this form certifying that the project was constructed in accordance with the plans and specifications, and major change orders, approved by the Department of Ecology. B. If a pro'ect is being completed in phased construction, a map shall be attached showing Lhat portion of the project being certified on the date given below. Each phase of a project must be certified as it is completed. Addltional certification forms are available from the Department of Ecology offices listed below. NAME AND BRIEF DESCRIPTION OF PROJECT LID f322 - So. Puget Drive S Benson Rd. So. Benson Road S. Roadway widening _ NAME OF OWNER City of Renton _ DOE PROJECT NO. 81-57 ADDRESS '00 Mill Ave. South DATE PROJECT OR PHASE COMPLETED 9- 5-8? CITY Renton STATE NA ZIP 98055 DOE PLAN AND u.^ SPECIFICATION PIf1f1 L 6 ' APPROVAL DATE • rY_ 81 I hereby certify I am the project engineer of the above project; that said proje, , was lrspected by me or my authorized agent and It was constructed and completed In accord- -ice with the plats and specifications, and major change orders, appr9Yed by the Department of Ecooll�ogy�jaayid as shown on the owner's "as-built" plaige..'G_ C 9. Signature of P96fes0onal EnIliTeiro w + i Date ._. `,.^ 4EA�t „� 'r1AEER Please return completed form to the Department of Ecology office checked below. ❑ Southwest Regional Office ❑Central Regional Office Department of Ecology Department of Ecology 7272 Clearwater Lane 2015 South First Street Olympia, Washington 98504 Yak[", Washington 98903 Northwest Regional Office ❑ Eastern Regional Office Department of Ecology Department of Ecology 4350 - 150th Avenue N.E. East 103 Indiana Avenue Redmond, Washington 98052 Spokane, Washington 99201 _ Received 3-2-81 ENDING OF FILE