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Home My WebLink AboutS-324203J Q. 0 � Q LLJ o N N _J a 0 0 00 Z V) V) � J Q. Q z Q V) � Q LLJ C) W O 0 N Z V) V) o LL J- Z LLJ � Q 4 11" 'K J J A W L O Q z Q V) z 0 W cr Q w W 0 h Uf 2 a o LL 141 •= 4 11" 'K g A t r w a 0 R SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W1 TH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF REN TON UTILITY DEPAR TMEN T AND THE LA TES T EDITION OF THE WSD T/A P WA STANDARDS AND SPECI FI CA T ONS. 2. THE HOURS OF WORK IN THE S TREE RIGH T- OF- WA Y SHALL BE L/MI TED TO 8.30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPAR TMEN T OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR TMEN T OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPAR TMEN T, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONS TRUC TION " PREPARED BY WASHINGTON S TA TE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDI TION (APWA) AND CITY OF REN TON 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 L OCA 77ON SO AS TO AVOID DAMAGE OR DI S TURBA NCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED PRIOR TO STARTING NEW CONS TRUC TION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR 77NG CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA TI VE OF THE CITY OF REN TON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE U RLI TY DEPAR TMEN T 24 HOURS IN ADVANCE OF BACKFILL ALL CONS TRUC TION. 6. CON TRA C TOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONS TRUC TION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONS TRUC 770N S1 TE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND AN Y RELA TED PERMI TS PRIOR TO AN Y CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF REN TON, PUBLIC WORKS DEPAR TMEN T SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONS TRUC TION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF REN TON W1 TH 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 81 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPA C TED LA YERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF REN TON CURRENT STANDARDS. 13. DA TUM SHALL BE Cl T Y OF REN TON, U. S. C. AND G. S. 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SA TISFA C TION OF THE DEPAR TMEN T FOR THE PREVENTION OF ON- SI TE EROSION AFTER THE COMPLE 170N OF CONS TRUC TION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WI TH SECTION 7-02.3(l) OF THE CURRENT S TA TE OF WASHINGTON STANDARD SPECIFICA T70NS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BO T TOM 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 GRA VEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YWN YL CHLORIDE (PVC) RUBBER GASKETEO A S TM 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 DIRECTIONS TO MATCH PAVING. 112 000 314 " SPACES SPA CED- 314 " 000 AS INDICA TED -HT. 118" 00 000, i 118" RAISE -1/2" WIDE BORDER z O 0 > -� W -�- -�1 7 - 'l 9 ,. CAS T IRON RING AND COVER 0 Z L1 fo 12. FIBER JO PACKING 1 18 � PROPERTY LINE SIDE SEWER MAIN TO (� BUILDING SEWER ° ? FU TURF 6 " SEWER PIPE ' 6. ° BLDG SEWER 6`9 SIDE OUTLET TEE ?; „ 2 X4 STUD SER VICE A RKER PAINT UPPER PORTION WHITE w AND S TEN CI L ON SIDE WORD Q "SEWER " WITH 3 " HIGH a BLACK LETTERS. 6 " SIDE SEWER & BUILDING SEWER PLAN 6 " SIDE SEWER 1: 3:5 MIX NOTE. CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY X DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE 6 "MIN LOWEST HOUSE ELEVATION, WHICH - 25' AEI/N EVER IS LOWER. 6 "MIN HORIZON TA 6" SIDE OUTLET TEE SEWER MAIN CONC. BLOCKING ANGLE OF TEE A T MAIN OVER 25 ELEVA TION .Tr.M 1\ 01 � oaG E G ^!N/ 2.wX MIN SLOPE HORIZON AL TYPICAL SIDE SEWER ELEVA TION -4 314 " PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. PIPE MATER /AL AS SPECIFIED. CLEAN -OUT DETAIL EXISTING SEWER MAIN f 6"' SIDE SEWER 6 "TEST TEE TO BE INSTALLED A T CONNECTION NO TE: MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. O TRIFIED CLAY, PLAIN & REINFORCED CONCRETE, D1 & C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 FtOLL 2 0 .0 F CASTING INLAND FDRY )R EQUAL. P T1714 ;EE DETAIL 5.1.4 4 DJUS TMEN T 4" MIN. "ONE fOR TAR JOIN TS 0 7EPS --314 " DEFORMED BAR > TEPS SHALL BE INCLUDED 1/2" AIRETE RISER B Y PIPE INC. APPROVED EQUAL MAX. PIPE SIZE-21" W. LADDER -STD. ALUMINUM OR GALVANIZED STEEL. CONCRE TE SHELF _7 Y7` PRECAST BASE SECTION 1_ OR CAST IN PLACE 6" MIN. d --I �-- 6"MIN. SANITARY MANHOLE TYPICAL DETAIL T YP. SEE SH TS. 15 & 16 NOTESi 1. 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 COATINGS WASSER MC- CONSEAL OR APPROVED EQUALt COLOR OF COATING SHALL BE WHITE. S• 3 2,12 03 RECOMMENDED FAR APPROVAL BY BY BY BY DATE DATE DATE DATE SITE-MG BY DATE I I I ISIEIW C • srwra3 rj 10 4 v 1 w - ° � Nw w 1 W N N o Nil w b 0 z w a 0 R SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W1 TH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF REN TON UTILITY DEPAR TMEN T AND THE LA TES T EDITION OF THE WSD T/A P WA STANDARDS AND SPECI FI CA T ONS. 2. THE HOURS OF WORK IN THE S TREE RIGH T- OF- WA Y SHALL BE L/MI TED TO 8.30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPAR TMEN T OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR TMEN T OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPAR TMEN T, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONS TRUC TION " PREPARED BY WASHINGTON S TA TE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDI TION (APWA) AND CITY OF REN TON 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 L OCA 77ON SO AS TO AVOID DAMAGE OR DI S TURBA NCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED PRIOR TO STARTING NEW CONS TRUC TION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR 77NG CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA TI VE OF THE CITY OF REN TON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE U RLI TY DEPAR TMEN T 24 HOURS IN ADVANCE OF BACKFILL ALL CONS TRUC TION. 6. CON TRA C TOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONS TRUC TION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONS TRUC 770N S1 TE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND AN Y RELA TED PERMI TS PRIOR TO AN Y CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF REN TON, PUBLIC WORKS DEPAR TMEN T SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONS TRUC TION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF REN TON W1 TH 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 81 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPA C TED LA YERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF REN TON CURRENT STANDARDS. 13. DA TUM SHALL BE Cl T Y OF REN TON, U. S. C. AND G. S. 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SA TISFA C TION OF THE DEPAR TMEN T FOR THE PREVENTION OF ON- SI TE EROSION AFTER THE COMPLE 170N OF CONS TRUC TION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WI TH SECTION 7-02.3(l) OF THE CURRENT S TA TE OF WASHINGTON STANDARD SPECIFICA T70NS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BO T TOM 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 GRA VEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YWN YL CHLORIDE (PVC) RUBBER GASKETEO A S TM 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 DIRECTIONS TO MATCH PAVING. 112 000 314 " SPACES SPA CED- 314 " 000 AS INDICA TED -HT. 118" 00 000, i 118" RAISE -1/2" WIDE BORDER z O 0 > -� W -�- -�1 7 - 'l 9 ,. CAS T IRON RING AND COVER 0 Z L1 fo 12. FIBER JO PACKING 1 18 � PROPERTY LINE SIDE SEWER MAIN TO (� BUILDING SEWER ° ? FU TURF 6 " SEWER PIPE ' 6. ° BLDG SEWER 6`9 SIDE OUTLET TEE ?; „ 2 X4 STUD SER VICE A RKER PAINT UPPER PORTION WHITE w AND S TEN CI L ON SIDE WORD Q "SEWER " WITH 3 " HIGH a BLACK LETTERS. 6 " SIDE SEWER & BUILDING SEWER PLAN 6 " SIDE SEWER 1: 3:5 MIX NOTE. CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY X DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE 6 "MIN LOWEST HOUSE ELEVATION, WHICH - 25' AEI/N EVER IS LOWER. 6 "MIN HORIZON TA 6" SIDE OUTLET TEE SEWER MAIN CONC. BLOCKING ANGLE OF TEE A T MAIN OVER 25 ELEVA TION .Tr.M 1\ 01 � oaG E G ^!N/ 2.wX MIN SLOPE HORIZON AL TYPICAL SIDE SEWER ELEVA TION -4 314 " PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. PIPE MATER /AL AS SPECIFIED. CLEAN -OUT DETAIL EXISTING SEWER MAIN f 6"' SIDE SEWER 6 "TEST TEE TO BE INSTALLED A T CONNECTION NO TE: MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. O TRIFIED CLAY, PLAIN & REINFORCED CONCRETE, D1 & C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 FtOLL 2 0 .0 F CASTING INLAND FDRY )R EQUAL. P T1714 ;EE DETAIL 5.1.4 4 DJUS TMEN T 4" MIN. "ONE fOR TAR JOIN TS 0 7EPS --314 " DEFORMED BAR > TEPS SHALL BE INCLUDED 1/2" AIRETE RISER B Y PIPE INC. APPROVED EQUAL MAX. PIPE SIZE-21" W. LADDER -STD. ALUMINUM OR GALVANIZED STEEL. CONCRE TE SHELF _7 Y7` PRECAST BASE SECTION 1_ OR CAST IN PLACE 6" MIN. d --I �-- 6"MIN. SANITARY MANHOLE TYPICAL DETAIL T YP. SEE SH TS. 15 & 16 NOTESi 1. 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 COATINGS WASSER MC- CONSEAL OR APPROVED EQUALt COLOR OF COATING SHALL BE WHITE. S• 3 2,12 03 RECOMMENDED FAR APPROVAL BY BY BY BY DATE DATE DATE DATE SITE-MG BY DATE I I I ISIEIW C • srwra3 rj 10 4 v 1 w - ° � Nw w 1 W N N