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Home My WebLink AboutS-044206ALTERATIONS_ TO EXISTING FLUSH STATION IA No ITCa /e 6 o PLAN VIEW F _ - — �'�orrsnre- Con Roc ' I, I. LONGITUDINAL SECTION A —A 8•, 8" CI Retainer G /ands A Exist. 9 D P/* Materials Required: 2 - Expose and Confirm Sewer Location 1 - Remove 8" D.I. cieanout and return to .City. 1 - 8' 0.1. 45° Bend NJ x MJ 1 -..8 x.10.0.1. Concentric reducer NJ xFL .. _...... .1 - 10" D.I. Solid sleeve 48 "s long FL x PE 1 - 10" Insta - Flange. 1 - 16" x 6" Regular reducing flange with 12 bolts and nuts to fit — Clow F -1905 or approved equal, st. Grade 1 - 4k• NST bronze pumper nozzle and CI cap and fittings to fit nozzle into 6" reducing e. i - 1 Cu. Y . flangconcrate `thrust block 1 - 1 Cu. Yd. 3/4" minus compacted crushed rock 1 - 24 x 2' concrete pipe section 1 - Manhole ring and cover to be 24" clear opening, with bolt down (locking lid) ring and cover equal to Olympic Foundary No. 5943 WS -L. Cover shall have wording, "SEWER" for sanitary sewer. 2 - Cut existing 8" Cl pipe. 1 - 8" DI. Clow F -1220 Cutting-in-sieeve- 1 - 8" CI AWWA resilient wedge valve MJ x MJ with CI valve box and valve nut extension per Renton Standards. 2 - 8" DI Retainer glands. 'r 3/4 "�ttinus cted Crushed �l� -Exist B" �S° Bug' `�-- Exlst. e "DI Wye ,rExist. 8 "�I P/pe Piping to be Air Tigh' lvith no Leaks of 150 A5.I when Plag Y,?*e is Closed VIII New I�IIINew .Sleeve (I - Exist. - Re /ocated a 6 - CI Nye -Add Retainer G /ar�ds Shorten, Re/ocata e Reconnect Exlsf 4" or G" Si e- .Sewerls). Odd Ne v Clean Outs on Side _ Sewers as Req'� by Health h'e9u/afion.3. SIDE—SEWER-PLUG-VALVE INSTALLATION DETAILD� No Scale 6 Materials Required: 4 - 6" DI Retainer Glands Clow F -1058 or Approved Equal 1 - 6" DI Sleeve 24" Long MJ X MJ 1 - 6" X- Centric Plug Valve-MJ X MJ inc. CI Valve Box and Lid. 1 - 0.5 Cu. Yd. Concrete Thrust Block Exist. Ya /" /-N Box /- Exist; 6" CI Pioe oncrete t. R;p Rc t4c7ke sPy /nyn To La/re Line Materials Reauired: 2 - Cut existing 6" Cl pipe (2 places) and remove pipe.. 1 - 6" X- Centric Plug Valve MJ X MJ inc. Cl valve box. 1 - 6" DI Retainer gland. 1 - 6" DI MJ Cutting in sleeve with set screws Clow F -1220 or approved equal. 1 - 0.5 Cu. Yd. Concrete Thrust Block SiDE SEWER CUT iN PLUG VALVE -INSTALLATION DETAIL E No Scale 6 CONSTRUCTION NOTES: 1. ALL SITE.._..AND__DTILITY .WORK TO BE COMPLETED TO THE CITY OF RENTON, - -- DEPARTMENT OF PUBLIC WORKS STANDARDS. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE .STARTING CONSTRUCTION. 3. A 24 HOUR NOTICE SHALL BE GIVEN TO THE RENTON POLICE AND £IRE DEPARTMENTS IH THE EVENT OF STREET OR WATER MAIN CLOSURES. 4. OWNER SHALL STAKE THE LOCATION OF EACH PLUG VALVE TO BE INSTALLED. 5. ALTHOUGH NO PRESSURE TESTING WILL BE REQUIRED FOR THIS CONTRACT, SUBSEQUENT PRESSURE CLEANING OF -THE LAKE LINE BY OTHERS WILL PRESSURE TEST THE IMPROVEMENTS COMPLETED IN THIS CONTRACT. THE CONTRACTOR FOR THIS CONTRACT WILL BE RECALLED TO CORRECT LEAKS OR FAILURES IN HIS WORK, AT NO COST TO THE CITY, THAT OCCUR UP TO 150 PSI TEST PRESSURE. 6. ALL PVC SEWER PIPE INSTALLED UNDER THIS CONTRACT SHALL BE MARKED WITH METALLIC LOCATING TAPE 12 INCHES DEEP, 7. ALL FINISHED SLOPES SHALL NOT EXCEED. 3:1. 8. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO MATCH PRECONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S INSPECTOR. PROJECT PHOTOGRAPHS AND VIDEO TAPE WILL BE USED TO VERIFY PROPER RESTORATION. 9. .AT 3901 LAKE WASHINGTON BLVD. NORTH, THE CONTRACTOR SHALL ADD ONE j 6" WYE AND CLEAN OUT JUST UP STREAM OF THE NEW PLUG VALVE UNDER E THE EXISTING DECK. CONTRACTOR SHALL RESTORE THE WOOD - DECKWITH A NEW REMOVABLE DOUBLE FRAMED 4'X4' WOOD ACCESS HATCH BUILT INTO THE - DECK AND SUPPORTED- AS REQUIRED. - - - 10. AT 3715 LAKE WASHINGTON BLVD. NORTH, THE CONTRACTOR SHALL RESTORE THE "WOOff DEM NiTa A.. NF —,F.. REMOVABLE - DOUBLE FRAMED. 4'°n ewD ACCESS HATCH BUILT INTO THE DECK AND SUPPORTED AS REQUIRED. 11. WITH THE OWNER'S INSPECTOR PRESENT, THE CONTRACTOR SHALL EXPOSE THE SIDE SEVEN, LOCATED BETNEW 3811 AND 3815 LAKE WASHINGTON BLVD. NORTH, AND VERIFY. THAT THE SIDE S :'ERS FOR THESE HOMES ARE COMBINED INTO ONE 6" SEWER LINE DRAINING TO THE MAIN 8" LAKE SEWER. 12. 'ALL RETAINER GLANDS SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS USING A TORQUE WRENCH. _ 13. EXTRA WORK AUTHORIZED BY THE CITY BUT NOT COVERED UNDER THE CONTRACTOR'S PROPOSAL MAY BE COMPLETED AS A FORCE ACCOUNT ITEN AS DEFINED IN SECTION 1 -09.6 OF THE STANDARD SPECIFICATIONS. SEWER PIG ACCESS PIPING DETAIL,, B /YO 604 1e 6 \fit. wEN//� i6,i�.re yiC �a Q �toF 'KMip�, fF.z d" q VIM,,v` F,P i� STEP�'6\�a�<,, ,r �� •�FCrSrERCa . �, r ANAL t�'!�' =c SSrg��..�N'"C,'\�'',', Boa "o. Horton Dennis Cr Associates Inc. CITY OF, RENTON KENNYDALE SEWER LINE i � —^ orr� �� -� SANITARY SEWER L.I.D. 270 -- — - -- - - -- Consulting Engineers PUBLIC WORKS DEPARTMENT -_ ° °A�6 ^'� BRA -- � -- -- - - - -- -- DETAIL SHEET A �n,� K I R K L A N D, WASH I N G T O Nw"n"ovxo �/�' /_ _ R E V 1 5! O N 8Y PxOYEO OAi6 ___- Remove Existing Flush Station Piping and Add the Following New Fittings Required Between Points A and B See No% B 1 - B" x 4" DI Concentric Reducer FL X FL - to Right 1 - 8" DI Elbow FL X FL Materials Required: New 1 - 8" DI Tee FL X FL P /pin 1 - DI Reducing Flange 4" X 131" 2 - 8" D.I. Retainer Glands i Clow F -1905 or Approved Equal with tCuanYd�uConcreteQuired __to.secure clean out cover. 72" 4 - 4" Galv. Threaded ach Tins and Thrust Block S' -* 8 Prp by 4 - 4" Galv. Nipples Each Lon for Adjustable Overflow Pi 1 0.5 1 - 8" DI Pipe FL X MJ 8' ±- Long to Fit Exist / "CI 6 "Min. 1 - 8" Flexible Coupling P Pipe and New 8':fI Clp Out Piping Add F /ex Exist. 8 "Ac/ CauAling A Set Nety 8"01 Add Retainer -� — Pipe in 1Yon- .1h1/7k G /ands o Secure ° Exist. Grout C.0, Coyer avrlh 4 "Piping Lake APprox. Lake leyel Bolts a// Arau �a ° 36.. Move Exist Pump to left as Req'cJ to Meet 31 lY4 // C /earonce Frvrn Lake INash/nyton —_ -- P/pe at LoWer End SINGLE" SIDE SEWER CLEAN OUT COVER as R�tJ to Fit New Pipiny RESTRAINT INSTALLATION DETAILC No Sca /e 6 ALTERATIONS_ TO EXISTING FLUSH STATION IA No ITCa /e 6 o PLAN VIEW F _ - — �'�orrsnre- Con Roc ' I, I. LONGITUDINAL SECTION A —A 8•, 8" CI Retainer G /ands A Exist. 9 D P/* Materials Required: 2 - Expose and Confirm Sewer Location 1 - Remove 8" D.I. cieanout and return to .City. 1 - 8' 0.1. 45° Bend NJ x MJ 1 -..8 x.10.0.1. Concentric reducer NJ xFL .. _...... .1 - 10" D.I. Solid sleeve 48 "s long FL x PE 1 - 10" Insta - Flange. 1 - 16" x 6" Regular reducing flange with 12 bolts and nuts to fit — Clow F -1905 or approved equal, st. Grade 1 - 4k• NST bronze pumper nozzle and CI cap and fittings to fit nozzle into 6" reducing e. i - 1 Cu. Y . flangconcrate `thrust block 1 - 1 Cu. Yd. 3/4" minus compacted crushed rock 1 - 24 x 2' concrete pipe section 1 - Manhole ring and cover to be 24" clear opening, with bolt down (locking lid) ring and cover equal to Olympic Foundary No. 5943 WS -L. Cover shall have wording, "SEWER" for sanitary sewer. 2 - Cut existing 8" Cl pipe. 1 - 8" DI. Clow F -1220 Cutting-in-sieeve- 1 - 8" CI AWWA resilient wedge valve MJ x MJ with CI valve box and valve nut extension per Renton Standards. 2 - 8" DI Retainer glands. 'r 3/4 "�ttinus cted Crushed �l� -Exist B" �S° Bug' `�-- Exlst. e "DI Wye ,rExist. 8 "�I P/pe Piping to be Air Tigh' lvith no Leaks of 150 A5.I when Plag Y,?*e is Closed VIII New I�IIINew .Sleeve (I - Exist. - Re /ocated a 6 - CI Nye -Add Retainer G /ar�ds Shorten, Re/ocata e Reconnect Exlsf 4" or G" Si e- .Sewerls). Odd Ne v Clean Outs on Side _ Sewers as Req'� by Health h'e9u/afion.3. SIDE—SEWER-PLUG-VALVE INSTALLATION DETAILD� No Scale 6 Materials Required: 4 - 6" DI Retainer Glands Clow F -1058 or Approved Equal 1 - 6" DI Sleeve 24" Long MJ X MJ 1 - 6" X- Centric Plug Valve-MJ X MJ inc. CI Valve Box and Lid. 1 - 0.5 Cu. Yd. Concrete Thrust Block Exist. Ya /" /-N Box /- Exist; 6" CI Pioe oncrete t. R;p Rc t4c7ke sPy /nyn To La/re Line Materials Reauired: 2 - Cut existing 6" Cl pipe (2 places) and remove pipe.. 1 - 6" X- Centric Plug Valve MJ X MJ inc. Cl valve box. 1 - 6" DI Retainer gland. 1 - 6" DI MJ Cutting in sleeve with set screws Clow F -1220 or approved equal. 1 - 0.5 Cu. Yd. Concrete Thrust Block SiDE SEWER CUT iN PLUG VALVE -INSTALLATION DETAIL E No Scale 6 CONSTRUCTION NOTES: 1. ALL SITE.._..AND__DTILITY .WORK TO BE COMPLETED TO THE CITY OF RENTON, - -- DEPARTMENT OF PUBLIC WORKS STANDARDS. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE .STARTING CONSTRUCTION. 3. A 24 HOUR NOTICE SHALL BE GIVEN TO THE RENTON POLICE AND £IRE DEPARTMENTS IH THE EVENT OF STREET OR WATER MAIN CLOSURES. 4. OWNER SHALL STAKE THE LOCATION OF EACH PLUG VALVE TO BE INSTALLED. 5. ALTHOUGH NO PRESSURE TESTING WILL BE REQUIRED FOR THIS CONTRACT, SUBSEQUENT PRESSURE CLEANING OF -THE LAKE LINE BY OTHERS WILL PRESSURE TEST THE IMPROVEMENTS COMPLETED IN THIS CONTRACT. THE CONTRACTOR FOR THIS CONTRACT WILL BE RECALLED TO CORRECT LEAKS OR FAILURES IN HIS WORK, AT NO COST TO THE CITY, THAT OCCUR UP TO 150 PSI TEST PRESSURE. 6. ALL PVC SEWER PIPE INSTALLED UNDER THIS CONTRACT SHALL BE MARKED WITH METALLIC LOCATING TAPE 12 INCHES DEEP, 7. ALL FINISHED SLOPES SHALL NOT EXCEED. 3:1. 8. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO MATCH PRECONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S INSPECTOR. PROJECT PHOTOGRAPHS AND VIDEO TAPE WILL BE USED TO VERIFY PROPER RESTORATION. 9. .AT 3901 LAKE WASHINGTON BLVD. NORTH, THE CONTRACTOR SHALL ADD ONE j 6" WYE AND CLEAN OUT JUST UP STREAM OF THE NEW PLUG VALVE UNDER E THE EXISTING DECK. CONTRACTOR SHALL RESTORE THE WOOD - DECKWITH A NEW REMOVABLE DOUBLE FRAMED 4'X4' WOOD ACCESS HATCH BUILT INTO THE - DECK AND SUPPORTED- AS REQUIRED. - - - 10. AT 3715 LAKE WASHINGTON BLVD. NORTH, THE CONTRACTOR SHALL RESTORE THE "WOOff DEM NiTa A.. NF —,F.. REMOVABLE - DOUBLE FRAMED. 4'°n ewD ACCESS HATCH BUILT INTO THE DECK AND SUPPORTED AS REQUIRED. 11. WITH THE OWNER'S INSPECTOR PRESENT, THE CONTRACTOR SHALL EXPOSE THE SIDE SEVEN, LOCATED BETNEW 3811 AND 3815 LAKE WASHINGTON BLVD. NORTH, AND VERIFY. THAT THE SIDE S :'ERS FOR THESE HOMES ARE COMBINED INTO ONE 6" SEWER LINE DRAINING TO THE MAIN 8" LAKE SEWER. 12. 'ALL RETAINER GLANDS SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS USING A TORQUE WRENCH. _ 13. EXTRA WORK AUTHORIZED BY THE CITY BUT NOT COVERED UNDER THE CONTRACTOR'S PROPOSAL MAY BE COMPLETED AS A FORCE ACCOUNT ITEN AS DEFINED IN SECTION 1 -09.6 OF THE STANDARD SPECIFICATIONS. SEWER PIG ACCESS PIPING DETAIL,, B /YO 604 1e 6 \fit. wEN//� i6,i�.re yiC �a Q �toF 'KMip�, fF.z d" q VIM,,v` F,P i� STEP�'6\�a�<,, ,r �� •�FCrSrERCa . �, r ANAL t�'!�' =c SSrg��..�N'"C,'\�'',', Boa "o. Horton Dennis Cr Associates Inc. CITY OF, RENTON KENNYDALE SEWER LINE i � —^ orr� �� -� SANITARY SEWER L.I.D. 270 -- — - -- - - -- Consulting Engineers PUBLIC WORKS DEPARTMENT -_ ° °A�6 ^'� BRA -- � -- -- - - - -- -- DETAIL SHEET A �n,� K I R K L A N D, WASH I N G T O Nw"n"ovxo �/�' /_ _ R E V 1 5! O N 8Y PxOYEO OAi6 ___-