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Home My WebLink AboutS-345704s � e 0 z 8 w CL CL a w a 0 n z 0 D SAN/ TAR Y SEWER NO TES & SPECIF /CA TIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST ED177ON OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17EDD TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. 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. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPECT /ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 077-IER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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 OF 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 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 HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANV ES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICA7ONS FOR ROAD AND BRIDGE CONSTRUCTION. 77-/lS 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" ABOVE AND BELOW THE PIPE. 16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECT70NS TO MATCH PAVING. — 1/2" 118" RAISE -112" BORDER . . 1" 314" SPACES SPACED -314" AS INDICATED -HT. 118" PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER — CASTING EQUAL. DRY PT #714 OR ° 2 FUTURE SEE DETAIL 5.1.4 6" SEWER PIPE 6.0 'BLDG SEWER 25" ADJUSTMENT 4" MIN. 6" SIDE OUTLET TEE ?; 2 "X4" STUD SERVICE 4ARKER PAINT UPPER PORTION WHITE =_ w AND STENCIL ON SIDE WORD CONE "SEWER" WITH 3" HIGH a BLACK LETTERS. MORTAR JOINTS 6" SIDE SEWER & BUILDING SEWER 4" MIN. STEPS -314" DEFORMEDgR PLAN STEPS SHALL BE INCLUDED 6" SIDE SEWER 2 1:3:5 MIX NOTE. CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A 6 1/2 BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY ^ b LINE OR 3 -5' LOWER THAN THE CONRETE RISER BY PIPE INC. UCTILE IRON PIPE. X 48" OR APPROVED EQUAL 6 "MIN LOWEST HOUSE ELEVATION, WHICH - 25' MlN EVER IS LOWER. MAX. PIPE SIZE-21" I.D. 6'MIN HORIZONTAL LADDER -STD. ALUMINUM 6" SIDE OUTLET TEE OR GALVANIZED STEEL. SEWER MAIN EXISTING SEWER MAIN CONCRETE SHELF CONC. BLOCKING ANGLE / 6" SIDE SEWER OF TEE AT MAIN OVER 25° ELEVATION �� 6 TEST TEE O BE INSTALLED A-1 ol� AT CONNECTION �,(GO�X�G NOTE. GCE 0�0 MAKE TAP THROUGH CAST IRON P� �E SADDLE SECURED TO SEWER MAIN WITH STAINLESS Pp�GR� WHEN CONNECTING NEEW S IDES 25• G - SEWERS TO EXISTING MAIN. 29 MIN SLOPE HORIZONTAL VITRIFIED CLAY, PLAIN & TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 & Cl PIPE SEWER MAINS ARE TO ELEVATION BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 4 3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED. CLEAN —OUT DETAIL PRECAST BASE SECTION OR CAST IN PLACE 6' MINA. b --� �- 6" MIN. SANITARY MANHOLE TYPICAL DETAIL (NTS) TYP. SEE SHTS. 15 & 16 NOTES: L STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6, ALL JOINTS SHALL BE GROUTED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING) WASSER MC- CONSEAL OR APPROVED EQUAL) COLOR OF COATING SHALL BE WHITE. "AS— BUILT" NOTE: -'� "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. RECOMMENDED FOR APPROVAL DATE DATE DATE DATE 871- DATE 8 BY BY BY 4 BY S -34510 BY o 0 W N 3 N Lo I _ W I E._ w z 00 s � e 0 z 8 w CL CL a w a 0 n z 0 D SAN/ TAR Y SEWER NO TES & SPECIF /CA TIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST ED177ON OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17EDD TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. 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. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPECT /ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 077-IER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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 OF 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 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 HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANV ES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICA7ONS FOR ROAD AND BRIDGE CONSTRUCTION. 77-/lS 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" ABOVE AND BELOW THE PIPE. 16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECT70NS TO MATCH PAVING. — 1/2" 118" RAISE -112" BORDER . . 1" 314" SPACES SPACED -314" AS INDICATED -HT. 118" PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER — CASTING EQUAL. DRY PT #714 OR ° 2 FUTURE SEE DETAIL 5.1.4 6" SEWER PIPE 6.0 'BLDG SEWER 25" ADJUSTMENT 4" MIN. 6" SIDE OUTLET TEE ?; 2 "X4" STUD SERVICE 4ARKER PAINT UPPER PORTION WHITE =_ w AND STENCIL ON SIDE WORD CONE "SEWER" WITH 3" HIGH a BLACK LETTERS. MORTAR JOINTS 6" SIDE SEWER & BUILDING SEWER 4" MIN. STEPS -314" DEFORMEDgR PLAN STEPS SHALL BE INCLUDED 6" SIDE SEWER 2 1:3:5 MIX NOTE. CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A 6 1/2 BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY ^ b LINE OR 3 -5' LOWER THAN THE CONRETE RISER BY PIPE INC. UCTILE IRON PIPE. X 48" OR APPROVED EQUAL 6 "MIN LOWEST HOUSE ELEVATION, WHICH - 25' MlN EVER IS LOWER. MAX. PIPE SIZE-21" I.D. 6'MIN HORIZONTAL LADDER -STD. ALUMINUM 6" SIDE OUTLET TEE OR GALVANIZED STEEL. SEWER MAIN EXISTING SEWER MAIN CONCRETE SHELF CONC. BLOCKING ANGLE / 6" SIDE SEWER OF TEE AT MAIN OVER 25° ELEVATION �� 6 TEST TEE O BE INSTALLED A-1 ol� AT CONNECTION �,(GO�X�G NOTE. GCE 0�0 MAKE TAP THROUGH CAST IRON P� �E SADDLE SECURED TO SEWER MAIN WITH STAINLESS Pp�GR� WHEN CONNECTING NEEW S IDES 25• G - SEWERS TO EXISTING MAIN. 29 MIN SLOPE HORIZONTAL VITRIFIED CLAY, PLAIN & TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 & Cl PIPE SEWER MAINS ARE TO ELEVATION BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 4 3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED. CLEAN —OUT DETAIL PRECAST BASE SECTION OR CAST IN PLACE 6' MINA. b --� �- 6" MIN. SANITARY MANHOLE TYPICAL DETAIL (NTS) TYP. SEE SHTS. 15 & 16 NOTES: L STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6, ALL JOINTS SHALL BE GROUTED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING) WASSER MC- CONSEAL OR APPROVED EQUAL) COLOR OF COATING SHALL BE WHITE. "AS— BUILT" NOTE: -'� "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. RECOMMENDED FOR APPROVAL DATE DATE DATE DATE 871- DATE 8 BY BY BY 4 BY S -34510 BY y g W N 3 N W O E._ w z cj:� Q V ~ V) Z Q s � e 0 z 8 w CL CL a w a 0 n z 0 D SAN/ TAR Y SEWER NO TES & SPECIF /CA TIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST ED177ON OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17EDD TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. 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. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPECT /ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 077-IER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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 OF 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 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 HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANV ES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICA7ONS FOR ROAD AND BRIDGE CONSTRUCTION. 77-/lS 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" ABOVE AND BELOW THE PIPE. 16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECT70NS TO MATCH PAVING. — 1/2" 118" RAISE -112" BORDER . . 1" 314" SPACES SPACED -314" AS INDICATED -HT. 118" PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER — CASTING EQUAL. DRY PT #714 OR ° 2 FUTURE SEE DETAIL 5.1.4 6" SEWER PIPE 6.0 'BLDG SEWER 25" ADJUSTMENT 4" MIN. 6" SIDE OUTLET TEE ?; 2 "X4" STUD SERVICE 4ARKER PAINT UPPER PORTION WHITE =_ w AND STENCIL ON SIDE WORD CONE "SEWER" WITH 3" HIGH a BLACK LETTERS. MORTAR JOINTS 6" SIDE SEWER & BUILDING SEWER 4" MIN. STEPS -314" DEFORMEDgR PLAN STEPS SHALL BE INCLUDED 6" SIDE SEWER 2 1:3:5 MIX NOTE. CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A 6 1/2 BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY ^ b LINE OR 3 -5' LOWER THAN THE CONRETE RISER BY PIPE INC. UCTILE IRON PIPE. X 48" OR APPROVED EQUAL 6 "MIN LOWEST HOUSE ELEVATION, WHICH - 25' MlN EVER IS LOWER. MAX. PIPE SIZE-21" I.D. 6'MIN HORIZONTAL LADDER -STD. ALUMINUM 6" SIDE OUTLET TEE OR GALVANIZED STEEL. SEWER MAIN EXISTING SEWER MAIN CONCRETE SHELF CONC. BLOCKING ANGLE / 6" SIDE SEWER OF TEE AT MAIN OVER 25° ELEVATION �� 6 TEST TEE O BE INSTALLED A-1 ol� AT CONNECTION �,(GO�X�G NOTE. GCE 0�0 MAKE TAP THROUGH CAST IRON P� �E SADDLE SECURED TO SEWER MAIN WITH STAINLESS Pp�GR� WHEN CONNECTING NEEW S IDES 25• G - SEWERS TO EXISTING MAIN. 29 MIN SLOPE HORIZONTAL VITRIFIED CLAY, PLAIN & TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 & Cl PIPE SEWER MAINS ARE TO ELEVATION BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 4 3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED. CLEAN —OUT DETAIL PRECAST BASE SECTION OR CAST IN PLACE 6' MINA. b --� �- 6" MIN. SANITARY MANHOLE TYPICAL DETAIL (NTS) TYP. SEE SHTS. 15 & 16 NOTES: L STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6, ALL JOINTS SHALL BE GROUTED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING) WASSER MC- CONSEAL OR APPROVED EQUAL) COLOR OF COATING SHALL BE WHITE. "AS— BUILT" NOTE: -'� "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. RECOMMENDED FOR APPROVAL DATE DATE DATE DATE 871- DATE 8 BY BY BY 4 BY S -34510 BY y W 3 N �h W 'Olt 2 y m � h P v a s � e 0 z 8 w CL CL a w a 0 n z 0 D SAN/ TAR Y SEWER NO TES & SPECIF /CA TIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST ED177ON OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17EDD TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. 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. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPECT /ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 077-IER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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 OF 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 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 HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANV ES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICA7ONS FOR ROAD AND BRIDGE CONSTRUCTION. 77-/lS 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" ABOVE AND BELOW THE PIPE. 16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECT70NS TO MATCH PAVING. — 1/2" 118" RAISE -112" BORDER . . 1" 314" SPACES SPACED -314" AS INDICATED -HT. 118" PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER — CASTING EQUAL. DRY PT #714 OR ° 2 FUTURE SEE DETAIL 5.1.4 6" SEWER PIPE 6.0 'BLDG SEWER 25" ADJUSTMENT 4" MIN. 6" SIDE OUTLET TEE ?; 2 "X4" STUD SERVICE 4ARKER PAINT UPPER PORTION WHITE =_ w AND STENCIL ON SIDE WORD CONE "SEWER" WITH 3" HIGH a BLACK LETTERS. MORTAR JOINTS 6" SIDE SEWER & BUILDING SEWER 4" MIN. STEPS -314" DEFORMEDgR PLAN STEPS SHALL BE INCLUDED 6" SIDE SEWER 2 1:3:5 MIX NOTE. CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A 6 1/2 BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY ^ b LINE OR 3 -5' LOWER THAN THE CONRETE RISER BY PIPE INC. UCTILE IRON PIPE. X 48" OR APPROVED EQUAL 6 "MIN LOWEST HOUSE ELEVATION, WHICH - 25' MlN EVER IS LOWER. MAX. PIPE SIZE-21" I.D. 6'MIN HORIZONTAL LADDER -STD. ALUMINUM 6" SIDE OUTLET TEE OR GALVANIZED STEEL. SEWER MAIN EXISTING SEWER MAIN CONCRETE SHELF CONC. BLOCKING ANGLE / 6" SIDE SEWER OF TEE AT MAIN OVER 25° ELEVATION �� 6 TEST TEE O BE INSTALLED A-1 ol� AT CONNECTION �,(GO�X�G NOTE. GCE 0�0 MAKE TAP THROUGH CAST IRON P� �E SADDLE SECURED TO SEWER MAIN WITH STAINLESS Pp�GR� WHEN CONNECTING NEEW S IDES 25• G - SEWERS TO EXISTING MAIN. 29 MIN SLOPE HORIZONTAL VITRIFIED CLAY, PLAIN & TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 & Cl PIPE SEWER MAINS ARE TO ELEVATION BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 4 3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED. CLEAN —OUT DETAIL PRECAST BASE SECTION OR CAST IN PLACE 6' MINA. b --� �- 6" MIN. SANITARY MANHOLE TYPICAL DETAIL (NTS) TYP. SEE SHTS. 15 & 16 NOTES: L STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6, ALL JOINTS SHALL BE GROUTED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING) WASSER MC- CONSEAL OR APPROVED EQUAL) COLOR OF COATING SHALL BE WHITE. "AS— BUILT" NOTE: -'� "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. RECOMMENDED FOR APPROVAL DATE DATE DATE DATE 871- DATE 8 BY BY BY 4 BY S -34510 BY