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Home My WebLink AboutS-316907SW 1/4, NE 1/4, SECTION 5, TOWNSHIP 23 N. RANGE 5 E, W.M. Q -STD. ALUMINUM . . •. i ADAPTOR, KOR- N-SEAL BOOTS OR APPROVED EQUAL. ` ' :i . 6. RUBBER GASNE7ED JOINTS SHALL BE IN COMFOINOM OR GALVANIZED STEEL ' MORTAR ONCREIE SHELF ; �44 �• '' • •• • r .► ' • '► i �• :• •P �. 7. CHANNEL HEIGHT SHALLL BE A MINIMUM OF 3/4 THE NOW Olt /WHIT FILLET • i` L • , . ' .. • . :.r:. • e DIAMETER CONNECTIONS TO MANHOLE ALL K WA . • r CAST SASE SECTION 34 MH 4 MIN. I.D. • a TOR, KOR -N -SEAL BOOTS OR APPROVED U EQUAL W , :. e� wOR CAST IN SHELF. 60 MH MIN. 6 MIN. 4 MIN. I.D. " ; f :•.. •. ..4 . = W 6' MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL SIN' "m • POURED IN PLACE BASE NOT TO SCALE _ 0 !man AQh ... SANITARY MANHOLE _TYPICAL DETAIL Alipa SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE TYPE B SHALLOW TYPE C EXTRA SHALLOW OW Z W (SEE NOTE 4) LIMITS OF PETE ZONE PROVI E UNMORM SUPPORT MMR MARREL i PROPERTY LINE �O (SEE NO MATERIAL 2, App TAMP UNDER HAUNCHES, Z -1 (SEE NOTE 3) .. W ��fj i !. COMPACT 6EOaR MAM)TAL 10 NHS MAX. DENIM EXCEPT WRECILY OVER PIPE. 6, -0" TS y r ME [-' Rc"N. la CLASS C _. - ..Hap TAMP ONLY. _ -. _. - _ -_ c FUTURE.: _. _ -_ -. AND 2' Wn -YM.K E.q (SEE NOTE. 6).... d 4. SEE "EXCAVATION AMID PAp/MlMll OF TAEIM' M 1� yy��ARY ><TNiN3 S[CIIGM 6" BUILDING SERVER PETE •I BUROINC SEWER fNM0 OAADE QllOildl U /'V C FOUNDATION LEVEL OF THE STMgA O SPEdFICTA /IMfS FCIt 1RENd1 RM1M AIM TNENCNpC OPROMS. r - - - - - F�4 P THE PRE ZONE RLL K M ACTUAL TRENCH MIDI. DWT FOR MSS A. - - - C r . 3 B IEDPNa THE WW UM COMMIE 907H SHALL. ME 1 -1/2 1.0. + Ir. ♦ _. _ - 2"I 4" STUD SERVICE MARKER PAINT UPPER S. iNENW IMt71NtL SMALL 001111CISN 10 "rAavuJta VIEMDe 1�ENQKE!' M NNE ❑ MEWL t''L,IIO .ON '10' �0 11MIIE. (�� A DES) sAMTMY ![WEIU fEC11GR a THE srpgAlN1 !M[Ik10AnD11a EtIOEPT 1NAr molts WITH 6" .SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE - ,,,sRSRSR aR ulr3 LANKA THAN i" PER Four OF PIPE DIAMETER $HALL NOT K USED MILK : , : WORDING "SI:WliR' WHIN 3" RWG1 .6•IiCK L °T7ENS. , 3 Ff:WL CM 10-INCM 0 EIEIE -AIb I�EII) APfER.IlM01YL OF rOIYNf OAaRtu BMTERUL. AND 06 WIRE WRAPPED AROUND THE STUD AND 4 FT. MK COMER �12 -INCH OMMETEIE ANO OYEJ!):: 8" SIDE SEWER AND RAIDING SEWER EXTENDED TO THE TOP OF THE STUD. I. SEE " Mp MATERIAL FOR NMp PW M INE'ANMEOAT7 SECTMN OF THE W (SEE NOTE 4) LIMITS OF PIPE ZONE STANDARD SPECIFIGIMNM FOR THE MAMMAL SPECFVAtIOVi a C UNLESS OTHERWISE LSECURED APPROVED BY AI .CITY, MAKE TM THROUGH CAST (SEE N L MATERIAL 7: SEE DA DDnD O MYK MR ITHE MA PMAL I M AOME0111ES SECTION OF WHEN SADDLE SECURED 7SI SEWER MAIN WITH STAINLESS STEEL BANDS (SEE NOTE S) a STANDARD SPE(XICAII(NI FOR THE MIIIEAIK S°ECMICATONl: WHEN CONNECTING NEW SLOE SEWERS TO EXISTING MAN.: , S. PONE MUMT ME ANCHMEO S SUCH A MAWR AS TO EMMAM FLOW UNE IS • •,.: BEDDING MATERIAL MAINTAINED. VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE. 01 PIPE AND Cl HEW N11ER 16181 J+' • . FOR RIGID PIPE PIPE SEWER MAINS ARE TO BE CORE DRUEO (SEE NOTE 8) 60" ALLOWABLE MAX. . FOR CAST IRON PIPE• FOUNDATION LEVEL SFODMG CLAM OESIIN OR DUCTILE IRON PIPE. S !F4 oMa:NMaN aAa A a� M aNm c Mu o aAU F tllR� ' ,Ip1�0 `` 4^ ,r«, esQaINB s" - VERTICAL CROSS FOR POLYPIGGING STATION: O A 4" ix. ZERO M SIZE OF VEKWIAL CROSS SMALL BE THE SKIS AS 612E OF MAIN LINE BEDDING FOR RIGID PIPE C _ ' Tr NMI.:. W (SEE NOTE 4) LIMITS OF PIPE ZONE HOR120NTA� E �(NBAOVE 6L011 -OFF ASIOIRV NO INSTALL Y PUR AFTER NEMOML OF CLEANING 'PMY- PIG')... s i/+ Ra I/S as 1/9 as >ZAD LLD. B' !AI 0{RtLT 1IZ SEWER MAIN OME BLMO FIALIDE N 60DOM OF CROSS i' -0" 'c J/4 a0. t/S m 1/+S as LLD. B HMI. SEWER MAN ONE FUJI) M 1N no OF CROIi t r TE SLOOKING ANGLE ALL OEBISS AND P%W= SMALL WE REMOVED FROM SUMP Or VERTICAL d10lS. BEFORE BEDDING MATERIAL •.A " 4" MML I�RDT� UNDER OF TEE AT WAIN OVER 2S TYPICAL SIDE SEWER ELEVATION �.�. DISINFECTION OF NEW WATER MNN 1 1 W 4I� FOR FLEXIBLE PIPE S MINI. S I.D. ELEVATION I (SEE NOTE 7) m 01IN " 1lMI♦N I" � m AIIIIIIIIII11111111 a! W!j FOUNDATION LEVEL R NLESS OTHERMSE SHOWN. ON PLAN, SIDE SEWER SMALL I4AVE A. MINIMUM 23' COVER AT PROPERTY (�1 �ry ts>laC LINE OR. 3 -S'. LOWER THAN THE LOWEST HOUSE ELEVATION: WHICHEVER IS LOWER: rNM (CLAM F 00" !i BEGGING FOR FLEXIBLE PIPE '- ��.. * �� M Ir now" ^ g r j iWrh PIPE BEDDING FOR SANITARY SEWER STANDARD SIDE SEWER INSTALLATION WATER MAIN POLYPIGGING STATION Ail (SEWER MAIN TO PROPERTY LINE) VERTICAL CROSS FOR POLYPIGGING J FOR 3/4' TO 2" OCVA. UK FODTITE OONNCETE.METER b (9 FLUSH KITH FINISH GRADE BOX N0. 27` (11MN WI7M 3/6'. STEEL COVER PLATE' CLEARANCE LESS TURN 12 M (TYPICAL) ;72-!,/K2. ALL DOUBLE STACKED. TO 3' DCVA, USE UTILITY VAULT CO. MOOEL �•I 25TA OR EQUAL. I c LOWER Unurf !a W 3: UNION (TYPICAL) r 24'x 6' FRAME AND LIP W* INN jr AFTER TESMC 61 APPROVAL. PLUG ALL mc 4 TEST COCKS WITH BRASS PLUGS. TO CITY METE TO PRIVATE SYSTEM B' AFTER FtLO RNBTALLATION. DCVA MUST BE TESTED ANM OLE FRAME AND COYER .. : . PER DRAWING BR29: AWUS7INQ RINGS OR BLOCKS I- 7 MINUS GRAVEL 12" MINIMUM TTEESSTEREPORT MUST BE SUBMIr1E0 TO CITY /B' OF RENTON WATER UTILITY €NGREERfM 3 ** It O PRIOR TO AC`TVAnON OF NEW LINE. j- BEI OR GROUND IN I •nGl FOR 3/4' TO ]' DOUOLF 3 L} SEE DRAWING OR29 NOTES. NOTES, AS REQUIRED. 24" 24'. x Ir FRAME AND LOCKING LID 12' MAX 24" ADJUSTMENT (4' MM.) I. STEPS TO 3/1' . OEF011MED BAR OALVAMZED SAFETY 1. STEPS TO BE 3/4' P DEFORMED BAR GALVANIZED. SAFETY PER DRAWING BR29. 'D' ONE STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 4' MIN. TO 12'. MAX. .STEPS OR EQUAL 2.. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. • BOER CASKETED JONTS 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST .." -Z ... o 3. CASTING INSTAAL BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF PRECAST 'C' IN ACCORDANCE WITH ASTM C -44J CONCRETE. S. ALL JOINTS SHALL BE GROUTED. .. 24" >4 REINFORCED CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. CHHAMBBEEq VALVE R.C.P. OR EQUAL 1 NOTES: STEPS - 3/4' DEFORMED BAR STEPS SIGN! BE INCLUDED 6. SANITARY SEWER MANHOLES SMALL HAVE ALL INTERIOR SURFACES, INCLUDING CMANNELIN0. COATED (SEALED) S i" 6. ALL JOINTS SHALL BE GROUTED. ADAPTOR 1. STEPS TO BE J /4' DEFORMED BM OALVWWI2ED SAFETY 6-1/2" RISER BY PIPE INC., WITH A HIGH SOLIDS URETHANE COATING; WFASSER WIC - CONCEAL OR APPROVED AQUA; a 7. SANITARY SEWER MANHOLES SHALL .. NAVE ALL PMRIOR SURFACES, INCLUDING t]1ANNELINQ COATED (SEALED) COLLAR �• q� WY i + STEPS OR EQUAL Z STEPS ARE TO BE IN PLACE BEFORE MANHOt SEC110NS J r MIN. CONCRETE OR APPROVED EQUAL. COLOR OF COATING SHALL BE WRITE. 12" 1� c �- WITH A HIGH SOURS URETHANE COATING; RUBBER CASKET PIPE ARE INSTALLED. PEIRdfAWINO BR2B. 'A' 7. RUBBER GASIFIED JOINTS SI1All BE IN CONFGIMAFICE WITH ASTM _ WASSER MC- CONSEAL OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE T 3. CASTING TO BE 4. ALL JOINTS SHALL BE GROUTED. W t B. CHANNEL HEIGHT SMALL BE A MINIMUM OF 3/4 THE INSIDE - . B! '.t 6.. RUBBERGASKETED. JOINTS. SMALL BE IN CONFORMANCE WITH'A37M C -443. . m . :.S SANITARY St'WER MANHOLES SMALL HAK ALL IIT[IBOR SURFACES. INCLUDING CNANNaM COATED (SE M) W DIAMETER H* THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING O!M( 9. CHANNEL HEIGHT 3♦ BE OF 3/4 THE HNSKIE • r� ii W A MQM SOLIDS URETHANE COATING:, tr (Ti" MAX. PIPE SIZE - 'E' ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. _ ,�. f0. DIAMETER OF TO MANHOLE SMALL BE MADE USNNC. CPK r : �. ` '. .: •, AS COLOR OF COATING � ANLL APPROVED EQUAL; Q -STD. ALUMINUM . . •. i ADAPTOR, KOR- N-SEAL BOOTS OR APPROVED EQUAL. ` ' :i . 6. RUBBER GASNE7ED JOINTS SHALL BE IN COMFOINOM OR GALVANIZED STEEL ' MORTAR ONCREIE SHELF ; �44 �• '' • •• • r .► ' • '► i �• :• •P �. 7. CHANNEL HEIGHT SHALLL BE A MINIMUM OF 3/4 THE NOW Olt /WHIT FILLET • i` L • , . ' .. • . :.r:. • e DIAMETER CONNECTIONS TO MANHOLE ALL K WA . • r CAST SASE SECTION 34 MH 4 MIN. I.D. • a TOR, KOR -N -SEAL BOOTS OR APPROVED U EQUAL W , :. e� wOR CAST IN SHELF. 60 MH MIN. 6 MIN. 4 MIN. I.D. " ; f :•.. •. ..4 . = W 6' MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL SIN' "m • POURED IN PLACE BASE NOT TO SCALE _ 0 !man AQh ... SANITARY MANHOLE _TYPICAL DETAIL Alipa SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE TYPE B SHALLOW TYPE C EXTRA SHALLOW OW Z W (SEE NOTE 4) LIMITS OF PETE ZONE PROVI E UNMORM SUPPORT MMR MARREL i PROPERTY LINE �O (SEE NO MATERIAL 2, App TAMP UNDER HAUNCHES, Z -1 (SEE NOTE 3) .. W ��fj i !. COMPACT 6EOaR MAM)TAL 10 NHS MAX. DENIM EXCEPT WRECILY OVER PIPE. 6, -0" TS y r ME [-' Rc"N. la CLASS C _. - ..Hap TAMP ONLY. _ -. _. - _ -_ c FUTURE.: _. _ -_ -. AND 2' Wn -YM.K E.q (SEE NOTE. 6).... d 4. SEE "EXCAVATION AMID PAp/MlMll OF TAEIM' M 1� yy��ARY ><TNiN3 S[CIIGM 6" BUILDING SERVER PETE •I BUROINC SEWER fNM0 OAADE QllOildl U /'V C FOUNDATION LEVEL OF THE STMgA O SPEdFICTA /IMfS FCIt 1RENd1 RM1M AIM TNENCNpC OPROMS. r - - - - - F�4 P THE PRE ZONE RLL K M ACTUAL TRENCH MIDI. DWT FOR MSS A. - - - C r . 3 B IEDPNa THE WW UM COMMIE 907H SHALL. ME 1 -1/2 1.0. + Ir. ♦ _. _ - 2"I 4" STUD SERVICE MARKER PAINT UPPER S. iNENW IMt71NtL SMALL 001111CISN 10 "rAavuJta VIEMDe 1�ENQKE!' M NNE ❑ MEWL t''L,IIO .ON '10' �0 11MIIE. (�� A DES) sAMTMY ![WEIU fEC11GR a THE srpgAlN1 !M[Ik10AnD11a EtIOEPT 1NAr molts WITH 6" .SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE - ,,,sRSRSR aR ulr3 LANKA THAN i" PER Four OF PIPE DIAMETER $HALL NOT K USED MILK : , : WORDING "SI:WliR' WHIN 3" RWG1 .6•IiCK L °T7ENS. , 3 Ff:WL CM 10-INCM 0 EIEIE -AIb I�EII) APfER.IlM01YL OF rOIYNf OAaRtu BMTERUL. AND 06 WIRE WRAPPED AROUND THE STUD AND 4 FT. MK COMER �12 -INCH OMMETEIE ANO OYEJ!):: 8" SIDE SEWER AND RAIDING SEWER EXTENDED TO THE TOP OF THE STUD. I. SEE " Mp MATERIAL FOR NMp PW M INE'ANMEOAT7 SECTMN OF THE W (SEE NOTE 4) LIMITS OF PIPE ZONE STANDARD SPECIFIGIMNM FOR THE MAMMAL SPECFVAtIOVi a C UNLESS OTHERWISE LSECURED APPROVED BY AI .CITY, MAKE TM THROUGH CAST (SEE N L MATERIAL 7: SEE DA DDnD O MYK MR ITHE MA PMAL I M AOME0111ES SECTION OF WHEN SADDLE SECURED 7SI SEWER MAIN WITH STAINLESS STEEL BANDS (SEE NOTE S) a STANDARD SPE(XICAII(NI FOR THE MIIIEAIK S°ECMICATONl: WHEN CONNECTING NEW SLOE SEWERS TO EXISTING MAN.: , S. PONE MUMT ME ANCHMEO S SUCH A MAWR AS TO EMMAM FLOW UNE IS • •,.: BEDDING MATERIAL MAINTAINED. VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE. 01 PIPE AND Cl HEW N11ER 16181 J+' • . FOR RIGID PIPE PIPE SEWER MAINS ARE TO BE CORE DRUEO (SEE NOTE 8) 60" ALLOWABLE MAX. . FOR CAST IRON PIPE• FOUNDATION LEVEL SFODMG CLAM OESIIN OR DUCTILE IRON PIPE. S !F4 oMa:NMaN aAa A a� M aNm c Mu o aAU F tllR� ' ,Ip1�0 `` 4^ ,r«, esQaINB s" - VERTICAL CROSS FOR POLYPIGGING STATION: O A 4" ix. ZERO M SIZE OF VEKWIAL CROSS SMALL BE THE SKIS AS 612E OF MAIN LINE BEDDING FOR RIGID PIPE C _ ' Tr NMI.:. W (SEE NOTE 4) LIMITS OF PIPE ZONE HOR120NTA� E �(NBAOVE 6L011 -OFF ASIOIRV NO INSTALL Y PUR AFTER NEMOML OF CLEANING 'PMY- PIG')... s i/+ Ra I/S as 1/9 as >ZAD LLD. B' !AI 0{RtLT 1IZ SEWER MAIN OME BLMO FIALIDE N 60DOM OF CROSS i' -0" 'c J/4 a0. t/S m 1/+S as LLD. B HMI. SEWER MAN ONE FUJI) M 1N no OF CROIi t r TE SLOOKING ANGLE ALL OEBISS AND P%W= SMALL WE REMOVED FROM SUMP Or VERTICAL d10lS. BEFORE BEDDING MATERIAL •.A " 4" MML I�RDT� UNDER OF TEE AT WAIN OVER 2S TYPICAL SIDE SEWER ELEVATION �.�. DISINFECTION OF NEW WATER MNN 1 1 W 4I� FOR FLEXIBLE PIPE S MINI. S I.D. ELEVATION I (SEE NOTE 7) m 01IN " 1lMI♦N I" � m AIIIIIIIIII11111111 a! W!j FOUNDATION LEVEL R NLESS OTHERMSE SHOWN. ON PLAN, SIDE SEWER SMALL I4AVE A. MINIMUM 23' COVER AT PROPERTY (�1 �ry ts>laC LINE OR. 3 -S'. LOWER THAN THE LOWEST HOUSE ELEVATION: WHICHEVER IS LOWER: rNM (CLAM F 00" !i BEGGING FOR FLEXIBLE PIPE '- ��.. * �� M Ir now" ^ g r j iWrh PIPE BEDDING FOR SANITARY SEWER STANDARD SIDE SEWER INSTALLATION WATER MAIN POLYPIGGING STATION Ail (SEWER MAIN TO PROPERTY LINE) VERTICAL CROSS FOR POLYPIGGING NEW MANHOLE PER STANDARDS NEW t" . -' SEWER e. OADANKIV NG MANHOLE CUTOUT E)OSI PPE, MAKE (PVC PIPE ONLY ) SM00TH INVERT t CHANNEL K GROUT AFTER NEW UNE IS ACCEF71ED. . 4 • SR MIHIMMJM ° ' 4 • A E) "r. SEMIER CAST IN- PLACE CHANNEL HIE SHELF _MANHOLE BASE FOR CONNECTION TO EX. SEWER DOUBLE CHECK VALVE ASSEMBLY N � Lost -%W o" lAu Mw Of PTION or ,1• ftm by BM spy F* Abma ff S.-orw. I 7 mrl.a `may, •, h upm VnLlw S-m3l6907-o%mmcov(yl drm 1 J FOR 3/4' TO 2" OCVA. UK FODTITE OONNCETE.METER b (9 FLUSH KITH FINISH GRADE BOX N0. 27` (11MN WI7M 3/6'. STEEL COVER PLATE' CLEARANCE LESS TURN 12 M (TYPICAL) ;72-!,/K2. ALL DOUBLE STACKED. TO 3' DCVA, USE UTILITY VAULT CO. MOOEL �•I 25TA OR EQUAL. FOAM c LOWER Unurf !a W 3: UNION (TYPICAL) i W* INN jr AFTER TESMC 61 APPROVAL. PLUG ALL mc 4 TEST COCKS WITH BRASS PLUGS. TO CITY METE TO PRIVATE SYSTEM AFTER FtLO RNBTALLATION. DCVA MUST BE TESTED AC LY BY A DEPARTMENT % tiEALTH CERTIFIED BACKFLO W ASSEMBLY I- 7 MINUS GRAVEL 12" MINIMUM TTEESSTEREPORT MUST BE SUBMIr1E0 TO CITY /B' OF RENTON WATER UTILITY €NGREERfM 3 ** It O PRIOR TO AC`TVAnON OF NEW LINE. j- BEI OR GROUND IN I •nGl FOR 3/4' TO ]' DOUOLF 3 L} CHECK VALVE ASSEMBLIES B H NEW MANHOLE PER STANDARDS NEW t" . -' SEWER e. OADANKIV NG MANHOLE CUTOUT E)OSI PPE, MAKE (PVC PIPE ONLY ) SM00TH INVERT t CHANNEL K GROUT AFTER NEW UNE IS ACCEF71ED. . 4 • SR MIHIMMJM ° ' 4 • A E) "r. SEMIER CAST IN- PLACE CHANNEL HIE SHELF _MANHOLE BASE FOR CONNECTION TO EX. SEWER DOUBLE CHECK VALVE ASSEMBLY N � Lost -%W o" lAu Mw Of PTION or ,1• ftm by BM spy F* Abma ff S.-orw. I 7 mrl.a `may, •, h upm VnLlw S-m3l6907-o%mmcov(yl drm 1 COMM MOM FOR APPROVAL Iffir. D0e0: WS-7 DOW. DOW 2 4 DOW of 27 SCANNED OCT 0 8 Zb&¢ C'Qs W R16 PN% /if 907 NPEoaPdn/ 1/ J J b (9 CLEARANCE LESS TURN 12 M w ca• POLYETHE" M. FOAM c LOWER Unurf IBBBI, W 3: LOW CLEARANCE UTILITY CROSSING i mc 4 COMM MOM FOR APPROVAL Iffir. D0e0: WS-7 DOW. DOW 2 4 DOW of 27 SCANNED OCT 0 8 Zb&¢ C'Qs W R16 PN% /if 907 NPEoaPdn/ 1/