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Home My WebLink AboutS-347502Z 0 � r PROPERTY LINE > y W a , a ®j a N. ° - - -- FUTURE 6" BUILDING SEWER PIPE - BUILDING SEWER w 2 "x 4" STJD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET } UPPER PORTION VVWI E ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TC THE TOP OF THE STUD. LSIDE SEWER_AND BU1D.iNG SEWER UNLESS OTHERWISE APPROVED BY THE CITY, HAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE GRILLED. VITRIFIED CLAP PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. [-60" ALLOWABLE MAX, FOR CAST IRON WIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCR _TEE / BLOCKING rl� P G 0�d` GO 27, MIN SLOPE 6" SIDE OUTLET TEE SEWER MAIN 6 MIN. CONCRETE BLOCKING ANGLE OF IEE AT NAIJ 0E'ER 25 ELEVATION HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON P! AN, SIDE SEWER SHALL HAVE A MINIMUM 25 COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE I_()WIFS1 HOU''�SL ELEVATION, WHICHEVER IS LOWER. MORTAR FILLET 1 12 14" - I i 1 11" 12J4 "- 14" - CAST IRON RING RECESSED LIFT POCKET ,,,, a n a, n r—— 48" N07ES: o SA N1 TA R Y SEWER NO TES (13F,WER MAIN TO PROPERTY TINE) 2. IN UNIMPROVED AREAS, POUR A V -O" THICK, 2' -0" SQUARE 54" 1 8" MIN. CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, � 1 S ADOP'T'ED z v � COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. i 42" MIN. c W L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY LST DATE: 04/04 a DWG. NAME: 3 DEPARTMENT AND THE LATEST ED177ON OF THE WSDOT/APWA STANDARDS AND SPECIF /CATIONS. 7. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MiNIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8.30 AM TO 3•30 PM ON WEEKDAYS UNLESS OTHERWISE 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED EQUAL, APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911' SHALL IC- c BE NOTIFIED 24 HOURS IN ADVANCE. AND HAVE A "SURETRACK" CLIM21NG AND FALL PROTECTION SYSTEM iiNSTALLED. 3 ALL CONSTRUC7ON SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" Tv o PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA77ON (APWA), LATEST EDITION AND THE C/TY OF RENTON STANDARD SPECIF /CA77ONS. 4. ALL LOCA 77ONS OF EXISTING U77LI77ES SHON/ ARE APPROX /MA 7F AND iT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO VERIFY 771E TRUE AND CORRECT L0C4 77ON SO AS TO AVOID DAMAGE OR D67URBANCE. 5 A PRE- CONSIRUC77ON CONFERENCE AND A 24 HOUR NOACE SHALL BE REOU /RED PR /OR TO STARTING NEW CONSTRUCTION. IT SHALL N O BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM /TS PRIOR TO STAR77NG CONSTRUCTION. (INSPECTION W/LL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. Revised Hates. 6. CONTRACTOR lS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONST RUC77ON AND FOR THE SAFETY OF ^� WORKERS AND OTHERS ON THE CONS7RUC77ON SITE. ,0 17 96 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY AG CONSTRUCTION. B071 SP PAGE: 8071 DATE I REVISION I BY IA PPR'D 8 PLANS APPROVED BY THE C/TY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTON lS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUIL T DRAWNG OF THE SANITARY SEhER SYSTEM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESS /OVAL SURVEYOR. 11 BACKF /LL SHALL BE PLACED EOUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE A VERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHL Y TAMP /NG EACH LAYER TO 95% OF MAX /MUM 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 COMPLE7F THE F /LL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 11 0 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EX /STING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND �+ N MECHANICALL Y COMPACTED. CUTS INTO EX /STING ASPHAL T SHALL BE NEATLINE CUT WITH A SAW IN A CON77NUOUS L /NE. A TEMPORARY Y COLD MIX PA TCH MUST BE PLACED /MMED /A TEL Y AFTER BACKF /LL AND COMPACTION. A PERMANENT HOT MIX PA TCH SHALL BE PLACED of WITHIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS m 13 DATUM SHALL BE CITY OF RENTON,, NA VD 1988 (METERS) AND NAD 1983/1991 (METERS) a 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA 77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSIRUC77ON. - � 15. ALL PIPE AND APP - URIFNANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA 170N /N ACCORDANCE NTH SECTION 7 02.3(1) OF ®�► m THE CURRENT STATE OF WASHINGTON STANDARD SPECIRCA77ONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY z LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS #ELL AS PLACEMENT AND COMPACTION OF REOU /RED �'I z BEDDING MA7FRIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE WLL BE SUPPOR70 ON A UNIFORML Y DENSE UNYIELDING z BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETFD ASTM D 3034, SDR 35 OR DUCTILE IRON CLASS 50. w SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO LA 7FST REVISION OF A WWA C110 & C111, THICKNESS w m\ CL. 52 11 E 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAX /MUM OF 18" ABOVE FINISHED GRADE. IN PAVED AREAS, CD COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0 18 ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSIRUC71D IN ACCORDANCE NTH THESE APPROVED PLANS. ANY DEVIA770N FROM THESE PLANS WILL REOUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 19 LOCATIONS OF ROADWA YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMA IE FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCH17ECTLIRAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL SE FIELD SET BY THE 5 Z o ENGINEER AS REQUIRED. pU 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIF /CATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAX /MUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT. ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. a 21. ALL TRENCH B400LL SHALL BE COMPACTED TO AT LEAST 95�' OF THE MAX /MUM DRY DENSITY PER ASTM D- 1557 -70 (MOD /PIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKF /LL MA Y 8E TO 90Z IF NOT IN AN AREA OF FU7URE PA 6MENT OR STRUC7URAL FILL. 7RENCH BACi(FILL AND COMPAC7701V SHALL BE COMPLETED PRIOR TO 7ES77NG LINES FOR LEAKAGE. � � a h � h 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 20.E PROPERTY140T CORNERS AND /OR m v m BUILDING LOCAT7ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE F /ELD PRIOR TO ANY SEWER CONSTRUCTION. SIDE SEWER 7 E STA77ONS ARE REFERENCED FROM THE NEAREST DOHNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA 7F AS -BU /L T RECORDS OF ALL SIDE SEDER LOCATIONS. ALL SIDE SFAERS SHALL BE TESTED AT THE TIME OF MAIN LINE TESTING. ry 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 310" OF VER77CAL CLEARANCE EX /STS BETWEEN THE TOP a OF SERER AND BOTTOM OF WATER MAIN, THE SEWER SHALL 6E CON57PUCTED OR RECONSTRUCTED WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WATER MAIN CROSSING. Q 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTFO ANY CLOSER THAN 10 FEET TO ANY BUILDING o OR 5 FEET TO ANY CARPORT. 25 NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UN77L UPSTREAM CONSTRUCTION IS FIN /SHED, TESTED, CLEANED AND `m m ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CONSIRUC77ON AND /OR ISSUANCE OF OCCUPANCY PERM /TS, ENGINEER /SURVEYOR- CER77RED AS -BU /L T DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACIL177ES. Z 0 � r PROPERTY LINE > y W a , a ®j a N. ° - - -- FUTURE 6" BUILDING SEWER PIPE - BUILDING SEWER w 2 "x 4" STJD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET } UPPER PORTION VVWI E ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TC THE TOP OF THE STUD. LSIDE SEWER_AND BU1D.iNG SEWER UNLESS OTHERWISE APPROVED BY THE CITY, HAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE GRILLED. VITRIFIED CLAP PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. [-60" ALLOWABLE MAX, FOR CAST IRON WIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCR _TEE / BLOCKING rl� P G 0�d` GO 27, MIN SLOPE 6" SIDE OUTLET TEE SEWER MAIN 6 MIN. CONCRETE BLOCKING ANGLE OF IEE AT NAIJ 0E'ER 25 ELEVATION HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON P! AN, SIDE SEWER SHALL HAVE A MINIMUM 25 COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE I_()WIFS1 HOU''�SL ELEVATION, WHICHEVER IS LOWER. MORTAR FILLET 1 12 14" - I i 1 11" 12J4 "- 14" - CAST IRON RING RECESSED LIFT POCKET ,,,, a n a, n r—— MAN1-10LE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - -- 3/4" DEFORMED BAR STEPS SHAi._'L BE INC1...UDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - `E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY VIANHOLE TYPIC'AL DETAIL NOT TO SCALE T 48" MH j 48" N07ES: STANDARD SIDE SEWER INSTALLATION 1. 8" C_EA.NOUTS SHAD_ BE EASE JORDAN IRON WORKS, INC. Na, 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, (13F,WER MAIN TO PROPERTY TINE) 2. IN UNIMPROVED AREAS, POUR A V -O" THICK, 2' -0" SQUARE 54" 1 8" MIN. CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, L' ADOP'T'ED 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND v CITY OF RENTON COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. i 42" MIN. STANDARD PLANS SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, LST DATE: 04/04 COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR DWG. NAME: 8078 SP PAGE: P078 APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE WITH ASTM C -443. MAN1-10LE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - -- 3/4" DEFORMED BAR STEPS SHAi._'L BE INC1...UDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - `E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY VIANHOLE TYPIC'AL DETAIL NOT TO SCALE T 48" MH j 48" C MlN. I 5 "MIN 1 24" MIN. 21" I.D. 54" MH , 54" 1 8" MIN. 15,5" IyIIN.1 24" MIN. 24" LDS 60" klH 1 60" 1 8" MIN. 6" MIN. i 42" MIN. 130" I.D. NOTES: I 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANI7FD SAFETY STEPS OR EQUAL. 4 1 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. LST DATi; :03/2005 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MiNIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL, TYPICAL DETAIL IC- MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER AND HAVE A "SURETRACK" CLIM21NG AND FALL PROTECTION SYSTEM iiNSTALLED. Tv o ADOPTED CITY OF RENTON STANDARD PLANS N O LST DATE: 04/04 44 10 0.. Revised Hates. ,0 17 96 Added notes. AG DWG. NAVE: B071 SP PAGE: 8071 DATE I REVISION I BY IA PPR'D B OR 6 INCH CLEANOUT CONCPE CLASS 2 TIGHT .G SAY C� ADOPTED Cf "� CITY OF RENTON 4 1 STANDARD PLANS �'rYrmiG LST DATi; :03/2005 DWG. NAME: 8076 -1 SP PAGE: 8076,1 1 tilt,:..,.• , 4" BEND AS REQUIRED (NO MORE ALL 30' TURNS SHALL 13L THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH �� y ACCOMPLISHED BY MEANS CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. J �-'` OF A WYE AND 45' BEND. WILL REQUIRE A SURFACE w a f)( 1 x-- T, 45' BENDS SHALL NOT CLEANOUT WYE. �I zI -- BE ACCEPTABLE. \HOUSEa.' HOUSE aI HOUSE aI HOUSE l I. 4" SEWER PIPE `4" SURFACE '� ( T(PICAL) /- 4" SEWER PIPE, SEE NOTES " AND 3. LPROPERTY o- CLEANOUT 4" TEST TEE NH'iH MINIM UM LINE SIZE FOR OTHER THAN WYE PLUG FACE UP SINGLE FA4MILY iS 6" 4" CLEANOUT (TYPICAL) NE WYE WITH PLUG PROPERTY LINE REDUCER (TYPICAL) N R LINE x TYPICAL BUILDING SEINER INSTALLATION PLAN 2 (i IF THE BUI'_DING SEWER SERVES ANY FIXTURE HAVING x 1 FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF c� THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC r� SEWER SYSTEM, A BACKFLOW PREVENTION DEVICE SUCH o ? AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR f APPROVED EQUAL SHALL BE INSTALLED. SOIL PIPE 4" CALDER COUPLING o o D 4" CALLER COUPLING OR EQUAL TC FIT N z o ti OR EQUAL TO FIT SURFACE CLEANOUT w SURFACE �_ 4"x 4"x4" WYE an cn CLEANOUT 4"x m 4a" 1A�i;YE 4' PIPING PLAN 4 "x 4 "x 4" TEST TEE BUILDING DRAIN i LJ ce FACE UP AND PLUGGED FOR LOW HOUSE w4 4" NIPPLE <.x n 6 "x 4" REDUCER 6" COUPLING TO FIT END 6" PIPE r s- NOTtiS: �- t. Prier to Installation of a sanitary sewer connection, a side -sewer permit muss Ce w .�f I z"'REMOVE 2 "x4° STUD AND CAP OR PLUG purchased lrcm iho City of Renton Public Works Department. O m L ON END OR EXISTING 6" SEWER PIPE. AND 2. Types of pipe and fittings that con be used for sanitary sewers shall be approved a j 1 INSTALL BUILDING SEWER COUPLINGS, by the Department of Public Works. Rubber or neoprene goskels as specified by the ( io REDUCER, TEES, AND BENDS AS R£QUiRED, monutacturer, shall be used on joints. PROPER SEE SIDE SEWER DETAIL DWG BR39, A minir a, grade of 2:: (1/4" per foat)-rnusi be mainloined with 4" pipe_. In the SP PAGE B078 event a 2% grade cannot be maintained, the owner must grant a grode rsia.ss to the 4� 3 o PIPING TO City and than con install 6" pipe at a grade of t %. €--� N+� BEYOND PROPERTY LINE 4. For inspection of side sewer, cell 2T hours in advance. The inspection phone ¢ W /" 6" SIDE OUTLET TEE number is an the side server poison. Site roust be ready far inspection and g o I .SEE NOTE 6 SEWER MAN representative on site when Inspector arrives at appointed time. Side sever and stub PLAN shall be tested per City speaifications. Make the Connect: on at the housa. Do not a J- d! baakfii{ }be dish until cpproval is given by the inspector, Final cppravai wilt be aranta., �, -1 BUI_D[NG rfter the existing septic tank has been pumped out end filled with sand. ,- - Tt��,r_ _j SEWER INSTALLATION E Inat'll side sewer with 2' minimum cover. 18" cover is alicmed at the house if out €et is shaliaw. 6. If side sewer stub Is nat .- liable. The owns, sha31 be responsible far its inetaiia`.ian. The side sewer shat be a minimum of 8" in size. If tee Is not available, unless otherw'se approved by the city, make tap through cast iron saddle secured to CALL. FOR LOCATIONS BEFORE YOU DIG sower main with 'Stainless steel bonds vrhen connecting new side sewers to exisiting main. Pioin and reinforced concrete, DI pipe and Cl pipe sewer mains ore to be core 48HR LOCATORS 1 -800 -424 -5555 drilled. V,Wf;ed clay pipe shall be ant and have a new tee seotkmed In, All work within street Fight -of -way shall be done by a licensed and bonded cantroctor. 7. A31 work shall be accompiished in accordance with the Washington Indusirld Safety and Health Act. (WfSHA) 8. All trench restoration for side sowers in the public right -of -way anal conform to -- TYPICAL BUILDING SEWER - the mast current trench, restarotion.rsquirements as shown cn dwg, #HR -2a. SIDE SEWER (PROPERTY LINE) 9. All building sewer and side sewers sh.11 have bedding in accordance with drawing 6WISC or SR09 as opplloctrlo. TO BUILDING CONNECTION 10. There shall be a minimum tp foot horizontal seperot :an between sanitary side INSTALLATION PLAN sewers and water services and a minimum 5 foot ho11zo1k -1 separation between !. (� y+ sanitary side sewers and gj'_ other utllilles. ti`LY [) ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG, NAME: B082 SP PAGE: B082 SANITARY SEWER DETAILS &`NOTES C5.31