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Home My WebLink AboutS-296605LEFT BLANK INTENTIONALLY 1 -1, 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" RAISE-1/2" VIDE BORDER CAST IRON RING AND COVER 12"0 FIBER PACKIr 45• (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTE: IN UNIMPROVED AREAS POUR 1' -0" THICK 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 10/17/96 1 Added notes. DCV AG DATE I REVISION I BY APPR'C w z J H w w rn Y w 0_ 0 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CONCRETE CLASS 3000 3/4„ 6 INCH OR 8 INCH CLEAN -OUT CITY OF RENTON ♦ i STANDARD .PLANS iST DATE: 12/96 DWG. NAME: BW18B SP PAGE: B076 o PROPERTY LINE z 6' -0" o FUTURE 6" BUILDING SEWER PIPE I BUILDING SEWER 5 a 13.DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S. 14.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 60" ALLOWABLE MAX: TEE WITH 6" SIDE OUTLET 3 3 3 a OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR CAST:. IRON PIPE 0 o p a FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF OR DUCTILE IRON PIPE. - 2 "x 4" STUD SERVICE MARKER PAINT UPPER CONSTRUCTION. PORTION WHITE ANS STENCIL ON SIDE 0 0 o w 1:3:.5 MIX p`'� _ _ WORDING "SEWER "` WITH 3" HIGH BLACK' LETTERS. I I 15.ALL PIPE AND. APPURTENANCES SHALL BE. LAID ON A PROPERLY CONCRETE }' AND #6 WIRE WRAPPED AROUND THE STUD AND ° o PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) OF BLOCKING �. �P 2`' o v� EXTENDED TO 11iE TOP OF THE STUD. THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR \� 1 NG v v v > ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY R G�-� LOC� 0 00 m STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND Nth 9 BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING + 6" SIDE OUTLET TEE MG NGR� 2% MIN SLOPE OF THE - TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL SEWER MAIN AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 6'� MIN. HORIZONTAL - MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE / UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST In a PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. CONCRETE BLOCKING ANGLE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS` zW W PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE OF IEE AT MAIN OVER 25 SEWER MAIN WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. W PIPE. ELEVATION - VITRIFIED -CLAY, PLAIN AND REINFORCED CONCRETE, -D1 PL E' AND C1 � 16.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) TYPICAL SIDE SEWER ELEVATION PIPE SEWER MAINS ARE TO BE CORE DRILLED w w w RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. NOTE of 0 17.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 .INCHES. UNLESS OTHERWISE. SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `0 T AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION,' WHICHEVER IS LOWER. N 2 -� COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PN \D W Cq v °z v~ NOTE: AVOID CUTTING UNDERGROUND RECOMMENDED �. pF wasyisF` o N UMUTY ONES Irs COSTLYI FOR' PROVAL EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. a a a IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE Call EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— BY GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO s 284 w w w REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before YOU Bl' 'nF 'vF�I57 EWE'J,�F4, Of X Of Of NOT ESHOWN ENGINEER S NOT SHOWN INETHEIRSPROPER FOR OCATION. IN BY ss /�NAL••EN�'` n CALL BEFORE YOU DIG: 1- 800 - 424 -5555 �0— iOG... UNDERGROUND SERVICE (USA). EXPIRES 5 -13 -07 n C5 srtuv iwT vam uecss swa uo o�reo _CAJ'5- 2An,vo5 OECY9 07 P o ° o U a a a H SANITARY SEWER NOTES AND SPECIFICATIONS- PQ A 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE rC"'t STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND Q d SPECIFICATIONS. W 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 W F O APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT (425) 430 - 7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE Z APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. I THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. W 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" w PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS W ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON y, STANDARD SPECIFICATIONS. y 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE Z Z AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR O DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY �y [- INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL Q4 CONSTRUCTION. o W ^ n N 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS N Z o AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS tV u c N N o AND OTHERS ON THE CONSTRUCTION SITE. wN 4 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO S, v p rya OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. z o� vWi m�' M 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER e PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. t € 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH. HAS BEEN o STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL 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% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND II FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE `o SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER .PIPE SHALL BE THE SAME AS DESCRIBED. 12.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING i TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED z - MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE N ATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY _ > MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND w o o c COMPACTION. -A PERMANENT HOT MIX PATCH SHALL BE PLACED: WITHIN ' 10 DAYS AND SHALL BE PER CITY OF RENTON .CURRENT STANDARDS. B LEFT BLANK INTENTIONALLY 1 -1, 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" RAISE-1/2" VIDE BORDER CAST IRON RING AND COVER 12"0 FIBER PACKIr 45• (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTE: IN UNIMPROVED AREAS POUR 1' -0" THICK 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 10/17/96 1 Added notes. DCV AG DATE I REVISION I BY APPR'C w z J H w w rn Y w 0_ 0 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CONCRETE CLASS 3000 3/4„ 6 INCH OR 8 INCH CLEAN -OUT CITY OF RENTON ♦ i STANDARD .PLANS iST DATE: 12/96 DWG. NAME: BW18B SP PAGE: B076 o PROPERTY LINE z 6' -0" o FUTURE 6" BUILDING SEWER PIPE I BUILDING SEWER 5 a 13.DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S. 14.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 60" ALLOWABLE MAX: TEE WITH 6" SIDE OUTLET 3 3 3 a OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR CAST:. IRON PIPE 0 o p a FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF OR DUCTILE IRON PIPE. - 2 "x 4" STUD SERVICE MARKER PAINT UPPER CONSTRUCTION. PORTION WHITE ANS STENCIL ON SIDE 0 0 o w 1:3:.5 MIX p`'� _ _ WORDING "SEWER "` WITH 3" HIGH BLACK' LETTERS. I I 15.ALL PIPE AND. APPURTENANCES SHALL BE. LAID ON A PROPERLY CONCRETE }' AND #6 WIRE WRAPPED AROUND THE STUD AND ° o PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) OF BLOCKING �. �P 2`' o v� EXTENDED TO 11iE TOP OF THE STUD. THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR \� 1 NG v v v > ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY R G�-� LOC� 0 00 m STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND Nth 9 BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING + 6" SIDE OUTLET TEE MG NGR� 2% MIN SLOPE OF THE - TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL SEWER MAIN AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 6'� MIN. HORIZONTAL - MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE / UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST In a PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. CONCRETE BLOCKING ANGLE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS` zW W PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE OF IEE AT MAIN OVER 25 SEWER MAIN WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. W PIPE. ELEVATION - VITRIFIED -CLAY, PLAIN AND REINFORCED CONCRETE, -D1 PL E' AND C1 � 16.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) TYPICAL SIDE SEWER ELEVATION PIPE SEWER MAINS ARE TO BE CORE DRILLED w w w RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. NOTE of 0 17.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 .INCHES. UNLESS OTHERWISE. SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `0 T AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION,' WHICHEVER IS LOWER. N 2 -� COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PN \D W Cq v °z v~ NOTE: AVOID CUTTING UNDERGROUND RECOMMENDED �. pF wasyisF` o N UMUTY ONES Irs COSTLYI FOR' PROVAL EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. a a a IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE Call EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— BY GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO s 284 w w w REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before YOU Bl' 'nF 'vF�I57 EWE'J,�F4, Of X Of Of NOT ESHOWN ENGINEER S NOT SHOWN INETHEIRSPROPER FOR OCATION. IN BY ss /�NAL••EN�'` n CALL BEFORE YOU DIG: 1- 800 - 424 -5555 �0— iOG... UNDERGROUND SERVICE (USA). EXPIRES 5 -13 -07 n C5 srtuv iwT vam uecss swa uo o�reo _CAJ'5- 2An,vo5 OECY9 07 P