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Home My WebLink AboutS-351502Y c� R 3 w z w O �N U � w a 0 N w 3 O r z 0 1:3:5 MIX CONCRETE BLOCKING z 0 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER —60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. i i PORTION OF THE NW 114 OF SEC. 10, TWN.23N., RNG 5 E., WM CITY OF RENTON, WASHINGTON PROPERTY LINE 1111m • FUTURE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE >_ WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of w AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. x aL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED P�GV�g OG O�G MPy�.GR��`L GOB 2% MIN SLOPE \-\- 6" SIDE OUTLET TEE S T - SEWER MAIN 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10 17 96 Edited note DCV DATE REVISION I BY P COVER 6' BELOW STREET GRADE � R" PI UG 24 "x24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN - 6" ON 6" Y BRANCH STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) pCY p ADOPTED CITY OF RENTON STANDARD PLANS F N O LST DATE: DATE DWG. NAME: BR39 NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" 1/8 BEND STANDARD 5" X MAIN SIZE TEE SIDE SEWER RISER CONNECTION SEWER MAIN TO SEWER MAIN **Y�-' ADOPTED CI1T OF RENTON STANDARD PLANS LST DATE: DATE IN B AG DWG. NAME: BR08 SP PAGE: BO81 IN BY Y APPR'D BY BY SP PAGE: B079' C CO) MI MINI W W Z III- 0 ff14 Lu c W N 3 Y c� R 3 w z w O �N U � w a 0 N w 3 O r z 0 1:3:5 MIX CONCRETE BLOCKING z 0 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER —60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. i i PORTION OF THE NW 114 OF SEC. 10, TWN.23N., RNG 5 E., WM CITY OF RENTON, WASHINGTON PROPERTY LINE 1111m • FUTURE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE >_ WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of w AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. x aL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED P�GV�g OG O�G MPy�.GR��`L GOB 2% MIN SLOPE \-\- 6" SIDE OUTLET TEE S T - SEWER MAIN 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10 17 96 Edited note DCV DATE REVISION I BY P COVER 6' BELOW STREET GRADE � R" PI UG 24 "x24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN - 6" ON 6" Y BRANCH STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) pCY p ADOPTED CITY OF RENTON STANDARD PLANS F N O LST DATE: DATE DWG. NAME: BR39 NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" 1/8 BEND STANDARD 5" X MAIN SIZE TEE SIDE SEWER RISER CONNECTION SEWER MAIN TO SEWER MAIN **Y�-' ADOPTED CI1T OF RENTON STANDARD PLANS LST DATE: DATE IN B AG DWG. NAME: BR08 SP PAGE: BO81 IN BY Y APPR'D BY BY SP PAGE: B079' C CO) MI MINI W W Z III- 0 J Z Lu c W N 3 W f E U w W Q Q Y c� R 3 w z w O �N U � w a 0 N w 3 O r z 0 1:3:5 MIX CONCRETE BLOCKING z 0 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER —60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. i i PORTION OF THE NW 114 OF SEC. 10, TWN.23N., RNG 5 E., WM CITY OF RENTON, WASHINGTON PROPERTY LINE 1111m • FUTURE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE >_ WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of w AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. x aL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED P�GV�g OG O�G MPy�.GR��`L GOB 2% MIN SLOPE \-\- 6" SIDE OUTLET TEE S T - SEWER MAIN 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10 17 96 Edited note DCV DATE REVISION I BY P COVER 6' BELOW STREET GRADE � R" PI UG 24 "x24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN - 6" ON 6" Y BRANCH STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) pCY p ADOPTED CITY OF RENTON STANDARD PLANS F N O LST DATE: DATE DWG. NAME: BR39 NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" 1/8 BEND STANDARD 5" X MAIN SIZE TEE SIDE SEWER RISER CONNECTION SEWER MAIN TO SEWER MAIN **Y�-' ADOPTED CI1T OF RENTON STANDARD PLANS LST DATE: DATE IN B AG DWG. NAME: BR08 SP PAGE: BO81 IN BY Y APPR'D BY BY SP PAGE: B079' C x� MI MINI MINT N.T.S. a$� E W z$ Y c� R 3 w z w O �N U � w a 0 N w 3 O r z 0 1:3:5 MIX CONCRETE BLOCKING z 0 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER —60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. i i PORTION OF THE NW 114 OF SEC. 10, TWN.23N., RNG 5 E., WM CITY OF RENTON, WASHINGTON PROPERTY LINE 1111m • FUTURE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE >_ WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of w AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. x aL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED P�GV�g OG O�G MPy�.GR��`L GOB 2% MIN SLOPE \-\- 6" SIDE OUTLET TEE S T - SEWER MAIN 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10 17 96 Edited note DCV DATE REVISION I BY P COVER 6' BELOW STREET GRADE � R" PI UG 24 "x24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN - 6" ON 6" Y BRANCH STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) pCY p ADOPTED CITY OF RENTON STANDARD PLANS F N O LST DATE: DATE DWG. NAME: BR39 NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" 1/8 BEND STANDARD 5" X MAIN SIZE TEE SIDE SEWER RISER CONNECTION SEWER MAIN TO SEWER MAIN **Y�-' ADOPTED CI1T OF RENTON STANDARD PLANS LST DATE: DATE IN B AG DWG. NAME: BR08 SP PAGE: BO81 IN BY Y APPR'D BY BY SP PAGE: B079' 2" CLASS 2" TO 6" CLASS 'E' OR CLASS 'B' L6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE t SEE DWG# HR -05 FOR MINIMUM STANDARDS FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR 1 1/2" FULL -NIDTH OVERLAY PER KING GOUTYN STANDARDS `-«ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE 5- 351502 RECOMMENDED CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS DATE DATE DALE Call before you 1- 800 - 424 -5D555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES, IT'S COSTLY NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1- 800- 424 -5555. MIN IMIN F MI MINI MINT N.T.S. 2" CLASS 2" TO 6" CLASS 'E' OR CLASS 'B' L6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE t SEE DWG# HR -05 FOR MINIMUM STANDARDS FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR 1 1/2" FULL -NIDTH OVERLAY PER KING GOUTYN STANDARDS `-«ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE 5- 351502 RECOMMENDED CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS DATE DATE DALE Call before you 1- 800 - 424 -5D555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES, IT'S COSTLY NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1- 800- 424 -5555.