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Home My WebLink AboutS-356502I- ^U? 1^.L t^.L L.E. N J a W D Ld Ld 3 V) I w H a J SANITARY SEWER NOTES & SPECIFICATIONS 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. 2.All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3.All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. 4.Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 5.It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 6.Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7.A copy of these approved plans must be on the job site whenever construction is in progress. 8.The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9.Backffll shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the 611 over pipe shall be the some as described. 10.Open cut road crossings for utility trenches on existing traveled roadway shall be backflled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatiine cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 11. Datum shall be City of Renton, 1988 NAVD. 12.All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 13.AII pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14.Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. In paved area, cover must slope in all directions to match paving. IMIGENSUIN CONSULTANTS, LLc CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484 -48TH AVE SW Seattle WA phone 206 938- 6109126fox 206.938 -7645 email H.Hagenson000MCAST.NET 1u% 12 7" 14° 1 E m3 @li1:a1 It N.C. SOCKET HD SCREW I Y4" LONG (BRONZE OR S.S.) Ir x 2" RAISED PADS 'A' BOLTHOLES - 3 PLCS ALL 90' TURNS SHALL BE ACCOMPUSHED EQUALLY SPACED ISO' APART ON 23 1/16' (586mm) 6" MIN. BOA BCF (SEE DETAOU 14' CAST IRON mrmm 54" 4 v 24" MIN, 24" LID. MH 60" RE DV 42" MIN, 30" I.O. B ONE INN 1 n HEH n CHECKED: HEH ATNLLsGJE IF NOR GI E WON SOME�NMY COVER BOTTOM VIEW REVISION COVER & FRAME DATE APPR PLAN VIEW 2S' DIA, 635nn) 1' (3) BLT SUE. (ALLEN HEAD) C25NnT 5 /B' -D X SS AS RUBBER WASHER El9nmi 8 3/4' 2 I /2` E222Nn1 164nN3 TYP it COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA ] it HOUSE I? 25 1/4' DIA oI HWSE E64tr:nl 1 MW U4' L6nn> DIA C27NN] .IT VIA 7 L4' 1 inV C6nnJ i- 27nrv1 NEDPRatc GASKET -E. es or a51 nnJ C3nnLe- T 5/8' J 23 3/6' DIA CL OPEN ER3.1 Eibnmt ( [594N.] GASKET GROOVE DETAIL. 27 5/16- DIA__ Ce94anl ' 4" SEWER PIPE 34 1/8' DIA E867NwI NOTES: (TYPICAL) FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717CI OR EQUAL, 2. USE FRAME AND COVER FOR STORM (SPECIFY WNOUT x WYE "DRAIN" ON COVER), SANITARY (SPECIFY AND 3. MINIMUM UNE 512E FOR 'SEWER "), OR WATER (SPECIFY "WATER "). « « PU81dC WORKS MANHOLE FRAME AND COVER SUL PLAN - 401 07HM THAN SINGLE FAMILY IS 6" DEPARTMENT 4" CLEM'WT (TYPICAL) PROPERT' LINE WE WITH PLUG DBCEMHER 2008 ( IMIGENSUIN CONSULTANTS, LLc CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484 -48TH AVE SW Seattle WA phone 206 938- 6109126fox 206.938 -7645 email H.Hagenson000MCAST.NET 1u% 12 7" 14° 1 E m3 @li1:a1 It N.C. SOCKET HD SCREW I Y4" LONG (BRONZE OR S.S.) Ir x 2" RAISED PADS 2" A.C. 6" CONCRETE CLASS 3000 45' (t /8) BEND 2" 2" Boa �P 1> 1 45' (1 /8) BEND FOAM %TER TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOSES: 1. B" AND 6" CLEANOUTS ON SEWER MANS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER PORT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A P -0' THIN, 2' -0" SQUARE CONCRETE, CLASS 3000, PAD MOUND SHE RING AND COVER. + PUBLIC WORKS OR 11 INCN CLEAN -OUT ! S 8>PD FLIN - 4D81 « « DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 201! W 7' NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PEAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE e MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE MIN ASTIR C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE MISER BY PIPE INC., OR APPROVED EQUAL. LADDER- POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - IV CONCRETE SHELF PRECAST BASE BECTON OR CAST IN SHELF. 'A' I/" -^I ALL 90' TURNS SHALL BE ACCOMPUSHED 48" MH 12 Y4" 6" MIN. 5 "MIN 14' CAST IRON RING AND COVER 2" A.C. 6" CONCRETE CLASS 3000 45' (t /8) BEND 2" 2" Boa �P 1> 1 45' (1 /8) BEND FOAM %TER TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOSES: 1. B" AND 6" CLEANOUTS ON SEWER MANS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER PORT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A P -0' THIN, 2' -0" SQUARE CONCRETE, CLASS 3000, PAD MOUND SHE RING AND COVER. + PUBLIC WORKS OR 11 INCN CLEAN -OUT ! S 8>PD FLIN - 4D81 « « DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 201! W 7' NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PEAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE e MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE MIN ASTIR C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE MISER BY PIPE INC., OR APPROVED EQUAL. LADDER- POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - IV CONCRETE SHELF PRECAST BASE BECTON OR CAST IN SHELF. NOTES, 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD, PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED, 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR Mlit BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. TH.. USE OF F� F SHI±PROHIBIIFD 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASHER MC- ARDSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTIR C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6° AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING, PT18iSC WORKS S1U. PLAN - 400A . « STANDARD SANITARY MANHOLE DEPARTMENT ...........SEPTEMBER 2011 rvn I Ivly yr INS 51, T. 23 N., R. RENTON, WASHIN 6" BUILDING SEWER PIPE plow WITH B" SIDE OUTLET 1;3;5 MIX CONCRETE BLOCKING H _ E., W. M. LINE FUTURE 1a BUILDING SEWER w WHITE 4" WITH MARKING POST PAINTED S X6" XB" WYE WHITE Y4TH THE WORD 'SEWER" STENCILED SURFACE CLEdd40UT WITH IN 3" HIGH BLACK LETTERS AND #6 WRE CAST IRON RING & COVER WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EOUAL, P. SPECIFY *SEVER' ON LID, SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN UNES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). S. CONCRETE MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CONE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS, 0, DUCTILE IRON MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE- DPoLLEO. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6'r S10E OUTLET TEE SLOPE LSEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25 COVER AT PROPERTY LINE OR 3•-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUHLCC WORKS 'STANDARD SIDE SEWER PUBLIC DEPARTMENT R4STALLATION (SEWER MAIN TO PROPERTY LINE) W (SEE NOTE 4) -• BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) FOUNDATION L.EVEI.,. , STD. PLAN - 4004 SEPTEMBER 2011 UNATS OF PIPE ZONE OF PIPE BEDDING FOR SANITARY SEWER PIPE 119' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2- HAND 'ffAMP UNDER HAUNCHES, 3. COMPACT 8EDDING MATERIAL TO 55% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONNLY. rt SEE "EXCAVATION AND PREPARATION OF TRENCW' IN THE SANITARY SEWER SECTION OF THE STANDAR2, SPECIFICATIONS FOR TRENCH MOTH "W" AND TRENCHING OPT:CNS. THE PIPE XONE WILL BE THE ALTUAL TRENCH LINK 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLNG" IN ?HE SANITAR'f SEVER SECTION O^" THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 'I" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE EACTILL MATERIAL. 6. PIPE -ONE MATERIAL SHALL BE • GRAVEL BACKFILL : DRAINS" AS & ECF'O N T4E AGf EfA=i SkCTON ,F THE STANDARD SPECIFICATIONS, 7. PIPE (MUST BE ANCHORED IN SUCH A N ANN FR AS To FNSJRE FLOW LINE IS MAIN = AIMED. STD, PIAN -- 4W PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS MARCH 2ooB 1 HC JOB #201013 'A' ALL 90' TURNS SHALL BE ACCOMPUSHED 48" MH 48" 6" MIN. 5 "MIN 24` MIN. 21" I.O. 54" MH 54" B" MIN, 5.5" MIN. 24" MIN, 24" LID. MH 60" 1 8" MIN. 1 6" MIN. 42" MIN, 30" I.O. NOTES, 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD, PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED, 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR Mlit BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. TH.. USE OF F� F SHI±PROHIBIIFD 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASHER MC- ARDSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTIR C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6° AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING, PT18iSC WORKS S1U. PLAN - 400A . « STANDARD SANITARY MANHOLE DEPARTMENT ...........SEPTEMBER 2011 rvn I Ivly yr INS 51, T. 23 N., R. RENTON, WASHIN 6" BUILDING SEWER PIPE plow WITH B" SIDE OUTLET 1;3;5 MIX CONCRETE BLOCKING H _ E., W. M. LINE FUTURE 1a BUILDING SEWER w WHITE 4" WITH MARKING POST PAINTED S X6" XB" WYE WHITE Y4TH THE WORD 'SEWER" STENCILED SURFACE CLEdd40UT WITH IN 3" HIGH BLACK LETTERS AND #6 WRE CAST IRON RING & COVER WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EOUAL, P. SPECIFY *SEVER' ON LID, SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN UNES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). S. CONCRETE MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CONE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS, 0, DUCTILE IRON MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE- DPoLLEO. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6'r S10E OUTLET TEE SLOPE LSEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25 COVER AT PROPERTY LINE OR 3•-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUHLCC WORKS 'STANDARD SIDE SEWER PUBLIC DEPARTMENT R4STALLATION (SEWER MAIN TO PROPERTY LINE) W (SEE NOTE 4) -• BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) FOUNDATION L.EVEI.,. , STD. PLAN - 4004 SEPTEMBER 2011 UNATS OF PIPE ZONE OF PIPE BEDDING FOR SANITARY SEWER PIPE 119' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2- HAND 'ffAMP UNDER HAUNCHES, 3. COMPACT 8EDDING MATERIAL TO 55% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONNLY. rt SEE "EXCAVATION AND PREPARATION OF TRENCW' IN THE SANITARY SEWER SECTION OF THE STANDAR2, SPECIFICATIONS FOR TRENCH MOTH "W" AND TRENCHING OPT:CNS. THE PIPE XONE WILL BE THE ALTUAL TRENCH LINK 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLNG" IN ?HE SANITAR'f SEVER SECTION O^" THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 'I" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE EACTILL MATERIAL. 6. PIPE -ONE MATERIAL SHALL BE • GRAVEL BACKFILL : DRAINS" AS & ECF'O N T4E AGf EfA=i SkCTON ,F THE STANDARD SPECIFICATIONS, 7. PIPE (MUST BE ANCHORED IN SUCH A N ANN FR AS To FNSJRE FLOW LINE IS MAIN = AIMED. STD, PIAN -- 4W PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS MARCH 2ooB 1 HC JOB #201013 ALL 90' TURNS SHALL BE ACCOMPUSHED SURVEYED: RV SGAM " =20' BEND. T1tV 46' BENDS SHALL NOT ar HEH 3 REVISED PER 10 -21 -2011 CITY COMMENTS HEH 2 28 11 2 REVISED PER 4 -26 -2011 CITY COMMENTS HEH /3/11 DRAW: HEH ONE INN 1 REVISED PER 7 -29 -2010 CITY COMMENTS HEH 30 11 CHECKED: HEH ATNLLsGJE IF NOR GI E WON SOME�NMY NO. REVISION BY DATE APPR APPflO�EH NOTES: L Prior to inetollaCkm of a mmutar a nation a aide -sewer z (IV, IF THE BUILBNG SEWER SERVES ANY FOGURE HAVING y ew 3 FLOW LEAEL RIMS LOCATED BELOW THE ELEVATION Permit mutt be purchased from We City of Renton Public Works v OF THE NEXT UPSTREAM MANHOLE COVER CP THE Department. o PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION _ 2 T es e pipe and byt s that cm, be used far arse. saw DEVICE ACKW SUCH AS CLEAN CHECK D EQUAL SHALL p p g y I BACKWATER VALVE OR APPROVED EQUAL 6HALL BE shall be approved by the Department of Public Wake. Rubber or 'a m INSTALLED. neoprene gaskets as apaifletl by the manufacturaA shall be used n joints. 4" FLEXIBIE GOUPUNG (MESHED OR EQUAL) m 3. A minimum grade of 2S (1/4" per foot) must be maintained 9 SURFACE CLEANOUT with 4" pipe. In the event a 2X grade cannot be maintalned, the 4 "x 4"x4" WE owner must sign a City of Renton grade release form and then so PIPING can frudell S' pipe at o grade of tx. PLAN 4. For lospeellon of aide sewer call 24 hours In advance. The BUILDING DRAIN FOR inapallcm phone number Is on me side cower permit. Ste LOW ELEVATOR HOUSE most be ready for Inspection and rapreeentalie on alto when inapator arrives at appointed time. Side a and stub Mall be tested per City spealficatlans. Make the connection at the MAIN TO PROPERTY UNE 5' -A" 5-0" house. 0. not backfill the ditch until opproml I. given by the PROPERTY UNE FROM THE HOUSE BUILDING ORNN inspector. Final oppmval At be granted after the exerting septic SLOE SEWER BUILDING SEVER z• -c•• tank has bean pumped out and filed with Band. 5 -D "MI -ro s -D' N. 5. Install she sewer with 2' minimum cover. 18" corer Is Pissed at the house if auUVt is shallow. 1 6. If sitle sewer stub is not tion per The owner Mali be IIII n n responsible for Its Installation per standard drawing 906.1. All m m Hi A °1 i s °: > u work within street right- of -weY shall be done by a licensed and zYA mg9 ^ 41 9920 8> z mF a o banded aan1mc.am o° c v - "y� v p. Mm Pon+ m c? O O m v 7. All work shall be accompllahed In occortlance with the Washington 90 p �� P c v F" m Industries Safety and Health Act (WISHA) my ��o pa. o z c ng S. All trench restomtlen fa atde sewers in the Public right- of-way M $ y o �oZ h L� shall carearm to iha most current trench restoration Z e; No o ii cztEM requirement+ as in the Renton Standard Drawings. $ m a ° 9. Ail building sewer and side sewers shall have bedding in a accordance with standard drawing 405. N9 9 Abp a m 10. There shall be a minimum 10 foot horizontal separation between c;nm v sanitary side sewers and water services and a minimum 5 foot E horizontal separation between sanitary side sewer and IM. other g a aUlthe. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 - 424 -5555 TYPICAL BUILDING SEWER STD. PLAN - 408.2 DEPARTMENT « ®� PUBLIC WORKS FROM PROPERTY LINE TO BUILDING CONNECTION p SEPTEMBER 2011 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 5- 356502 CHECK FOR COMPLIANCE TO CITY STANDARDS wmfcu. RAW t� HCPozOvIA,. HAD 1963 198 CITY OF 1 SANITARY SEWER NOTES &DETAILS C� bell RENTON TALBOT ROAD TOWNHOMES DATUM 4701 TALBOT ROAD SOUTH Planning /Building /Public Works Dept. RENTON, WASHINGTON Y &L INVESTMENTS,LLC Dole 5/12/11 FIDDBDOA PACE NuwlNO rro: CIqq 0 is is N ALL 90' TURNS SHALL BE ACCOMPUSHED BY MEANS OF A WYE AND 45' BEND. T1tV 46' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE THAN 46• BEND). EVERY 2ND 4" CLEANWT WE WIN CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG WILL REWIRE A SURFACE CLEANOUT WYE. it HOUSE it HOUSE I? HWSE oI HWSE es or --i 3 I: 4" SEWER PIPE 4" SURFACE 4 (TYPICAL) 4" SEWER PIPE, SEf NOTES 2 ° WNOUT x WYE 4" TEST TEE WIN! AND 3. MINIMUM UNE 512E FOR PLUG FACE UP 07HM THAN SINGLE FAMILY IS 6" 4" CLEM'WT (TYPICAL) PROPERT' LINE WE WITH PLUG ( PROPERTY UNE 3' MIN. ou Is m... .• .,....... b NOTES: L Prior to inetollaCkm of a mmutar a nation a aide -sewer z (IV, IF THE BUILBNG SEWER SERVES ANY FOGURE HAVING y ew 3 FLOW LEAEL RIMS LOCATED BELOW THE ELEVATION Permit mutt be purchased from We City of Renton Public Works v OF THE NEXT UPSTREAM MANHOLE COVER CP THE Department. o PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION _ 2 T es e pipe and byt s that cm, be used far arse. saw DEVICE ACKW SUCH AS CLEAN CHECK D EQUAL SHALL p p g y I BACKWATER VALVE OR APPROVED EQUAL 6HALL BE shall be approved by the Department of Public Wake. Rubber or 'a m INSTALLED. neoprene gaskets as apaifletl by the manufacturaA shall be used n joints. 4" FLEXIBIE GOUPUNG (MESHED OR EQUAL) m 3. A minimum grade of 2S (1/4" per foot) must be maintained 9 SURFACE CLEANOUT with 4" pipe. In the event a 2X grade cannot be maintalned, the 4 "x 4"x4" WE owner must sign a City of Renton grade release form and then so PIPING can frudell S' pipe at o grade of tx. PLAN 4. For lospeellon of aide sewer call 24 hours In advance. The BUILDING DRAIN FOR inapallcm phone number Is on me side cower permit. Ste LOW ELEVATOR HOUSE most be ready for Inspection and rapreeentalie on alto when inapator arrives at appointed time. Side a and stub Mall be tested per City spealficatlans. Make the connection at the MAIN TO PROPERTY UNE 5' -A" 5-0" house. 0. not backfill the ditch until opproml I. given by the PROPERTY UNE FROM THE HOUSE BUILDING ORNN inspector. Final oppmval At be granted after the exerting septic SLOE SEWER BUILDING SEVER z• -c•• tank has bean pumped out and filed with Band. 5 -D "MI -ro s -D' N. 5. Install she sewer with 2' minimum cover. 18" corer Is Pissed at the house if auUVt is shallow. 1 6. If sitle sewer stub is not tion per The owner Mali be IIII n n responsible for Its Installation per standard drawing 906.1. All m m Hi A °1 i s °: > u work within street right- of -weY shall be done by a licensed and zYA mg9 ^ 41 9920 8> z mF a o banded aan1mc.am o° c v - "y� v p. Mm Pon+ m c? O O m v 7. All work shall be accompllahed In occortlance with the Washington 90 p �� P c v F" m Industries Safety and Health Act (WISHA) my ��o pa. o z c ng S. All trench restomtlen fa atde sewers in the Public right- of-way M $ y o �oZ h L� shall carearm to iha most current trench restoration Z e; No o ii cztEM requirement+ as in the Renton Standard Drawings. $ m a ° 9. Ail building sewer and side sewers shall have bedding in a accordance with standard drawing 405. N9 9 Abp a m 10. There shall be a minimum 10 foot horizontal separation between c;nm v sanitary side sewers and water services and a minimum 5 foot E horizontal separation between sanitary side sewer and IM. other g a aUlthe. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 - 424 -5555 TYPICAL BUILDING SEWER STD. PLAN - 408.2 DEPARTMENT « ®� PUBLIC WORKS FROM PROPERTY LINE TO BUILDING CONNECTION p SEPTEMBER 2011 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 5- 356502 CHECK FOR COMPLIANCE TO CITY STANDARDS wmfcu. RAW t� HCPozOvIA,. HAD 1963 198 CITY OF 1 SANITARY SEWER NOTES &DETAILS C� bell RENTON TALBOT ROAD TOWNHOMES DATUM 4701 TALBOT ROAD SOUTH Planning /Building /Public Works Dept. RENTON, WASHINGTON Y &L INVESTMENTS,LLC Dole 5/12/11 FIDDBDOA PACE NuwlNO rro: CIqq 0 is is N