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Home My WebLink AboutS-321302fig aft N W 2 ro q SANITARY SEWER NOTES & SP CIFICA TIONS 1. ALL WWK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICIA TIONS OF THE C/TY OF REN TON' UTIUTY DEPAR71/ENT AND THE LA TEST EDITION OF THE WSO T/APWA STANDARDS AND SPEC/FICA 770 NS 2. THE HOURS OF *ORK IN THE S7REET R/GNT -OF -WAY SHALL BE LIMITED TO 8.-30 A. Ail. TO 1-30 P. M. ON NEEKDA YS UNLESS O THERNISE APPROVED IN 14RI TING BY THE DEPARTMENT OF PU&JC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTVENT OF PUBLIC W0RKS 24 HOURS IN ADVANCE. THE POLICE DEPAR IWN T HDQRS IN ADVANCE. , AND 911 SHALL BE NO TrFIED 24 J. ALL CONSTRRUCTON SHALL BE IN ACCORDANCE W 7H "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC MbRKS CONSTRUCTON" PREPARED BY WASH/NGTOYV STATE CHAP 7ER AMERICAN PUBLIC *1O RKS ASSMA 7 0 N, LATEST ED1 nON (APWA) AND CITY OF RENTON STANDARD SPEanCA 7j0jVj 4. ALL LOCATIONS OF EXISTING U77U7IES SHOWV ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBLL T Y TO VERIFY THE TRUE AND CORRECT LOCA 7701V SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUC770N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM17S PRIOR TO STAR77NG CONSTRUC nAN. (INSPEC770N WILL BE ACCOWPLISHED BY A REPRESENTATIVE' OF THE CITY OF RENToN). IT SHALL BE THE COMV TRACTOR'S RESPONSIBILITY TO N071FY THE U77LI T Y DEPARTMENT 24 HOURS MN ADVANCE OF BACaKFILL ALL CONSTRUC7 0 N. 6. CON7RACTOR IS SOLELY RESPONSIBLE FOR THE MEA/VS� METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF KWKERS AND OTHERS AN THE CONS TRUC 7101V SITE. 7. IT SHALL BE THE RESPO V981LI TY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELATED PERMITS PRIOR To ANY C0IVS7RUC7I0NV. 8. PLANS APPROVED BY THE CITY OF REN TON, PUBLIC W WKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE AN THE JOB S1 7E WHENEVER CONSTRUCTION IS IN PROGRESS 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWWR SYS7E'M W NCH 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 INCHESr IIIAX1MUM DEPTH OF & INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COUPAC7FD LA YERS MUST EXTEND FOR ONE PIPE DVAME7E7R ON EACH SIDE OF 7HE PIPE OR TO THE SIDE AF THE TRENCH. MA 7ERIALS HOT MIX PA TCH SHALL BE PLACED WrTHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF REN TAN, U. S C. AND G. S 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SA 77SFAC7701V OF THE DEPAR714ENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COWPLE7701V OF C0jVS7IRUCj700V. 15. ALL PIPE AND APPUR TENANCES SHALL BE LAID AN A PROPERLY PREPARED FOUNDA TION IN ACCORDANCE 10 TH SEC 7700V 7- 02. 30) OF THE CURREN T S TA 7E OF WASHINGTON STANDARD SPECIFICA 71QNS FOR ROAD AND BRIDGE COVNSTRUC710N. THIS SHALL INCLUDE NECESSARY LEV SUNG OF THE TRENCH BO T T014 OR THE TOP OF THE FOUNDA nON MATERIAL AS WELL AS PLACEMENT AND COW/PACnON OF REQUIRED BEDDING MA 7ERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WLL BE SUPPOR TED ON A UNIFORML Y DENSE UN YIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6" ABOVE AND SLOW THE PARE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7FD 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 DIRECTIONS TO MATCH PAVING. 1/2" 1/8a RAISE -1/?9 N10t BORM 1" 3/4' SPACES SPACED -3/4" AS /INDICATED -HT. 1/8' ,o 12 "/ FIBER JOINT - PACKING 1/8 BEND I PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER ? FUTURE 6" SEWER PIPE 6.O' BLDG SEWER 6" SIDE OUTLET TEE x, 2"X4" STUD SERVICE #AfAR/C PAIN UPPEsR PORTION WHITE T r1N0 STENCIL ON SIDE THE W WD �., SEWER WITH 3 HIGH BLACK LETTERS. 6" SIDE SEWER & BUILDING SEINER PLAN 6" SIDE SEVER 1: 3.• 5 AI/X NOTE: CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A BLOCKING FOR CASTOR MINIMUM 5' COVER AT PROPERTY UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE 6 1A/lN LOWEST HOUSE ELEVATION, W4ICH- 1 25, MIN EVER IS LOWER. 6 `OMAN r HORIZONTAL 6 ` SIDE OUTLET TEE SEWER MAIN CONC. BLOCKING ANGLE OF TEE A T MAIN OVER 25' ELEVA TION S ok� ev MIN SL OPE TYPICAL SIDE SEWER ELEVA TION � 4 3/4' PLUG TO BE SEALED IN SAME MANNER AS AMAIN SENER JOINTS. cAsr ow Svc Am cow A9 EAR CLEAN-our DETAIL Mwp Np4j /j, I OLL 1'9,.� EXISTING SEWER MAIN �-6 " SIDE SEWER 6 "TEST TEE TO BE INSTALLED AT 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. VITRIFIED CLAY, PLAIN & REINFORCED CONCRETE, DI do C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED. SIDE SEWER SERVICE DETAIL ri F I;t 4 4 740 NOTES, 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 NH30 WITH NH30 D/T OR EQUAL. PER DWG. DR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 3. ALL JOINTS TO BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CI LING, COATED (SEALED) WITH A HIGH SOLIDS URETE COATING/ WASSER MC- CONSEAL OR APPROVED EQUALi COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE MINIMUM OF 3/4 INSIDE DIAMETER OF LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. Z h MORTAR MA/VHOL.E FRAME AND COVER = SEE ORA W/NG BR29 25" „ ADDIS TMEN T 4 MIN. 4" MIN. %-- CONE a .-- RUBBER GASKETED JOW TS IN ACCORDANCE W TH ASTM C -443. STEPS -314" DEFORMED BAR STEPS SHALL LL BE X.I,"D -� 6 1/2` CONRETE RISER BY PIPE INC. OR APPROVED EQUAL t MAX. PIPE SIZE -21 ~ I.O. LADDER -STD. ALUMINUM OR GALVANIZED STEEL. /- CONCRETE SHELF FILLET TAR F2L£T PRECAST BASE SECTIQN oe OR CAST IN PLACE 6 AI/N. s" TAR r MANHOLE rrpicAL DETAIL OWTV S -3 ?1302 RECOMMENDED FOR APPROVAL B DATE 'N a- APR t Z -2 B 6.gL- DATE BY BY DATE BY DATE ITI EJA • �3 W am 0: LLA CA: z V)� Q Z W N � � up) N W am. = D to Q V) Z aft N W 2 ro q SANITARY SEWER NOTES & SP CIFICA TIONS 1. ALL WWK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICIA TIONS OF THE C/TY OF REN TON' UTIUTY DEPAR71/ENT AND THE LA TEST EDITION OF THE WSO T/APWA STANDARDS AND SPEC/FICA 770 NS 2. THE HOURS OF *ORK IN THE S7REET R/GNT -OF -WAY SHALL BE LIMITED TO 8.-30 A. Ail. TO 1-30 P. M. ON NEEKDA YS UNLESS O THERNISE APPROVED IN 14RI TING BY THE DEPARTMENT OF PU&JC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTVENT OF PUBLIC W0RKS 24 HOURS IN ADVANCE. THE POLICE DEPAR IWN T HDQRS IN ADVANCE. , AND 911 SHALL BE NO TrFIED 24 J. ALL CONSTRRUCTON SHALL BE IN ACCORDANCE W 7H "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC MbRKS CONSTRUCTON" PREPARED BY WASH/NGTOYV STATE CHAP 7ER AMERICAN PUBLIC *1O RKS ASSMA 7 0 N, LATEST ED1 nON (APWA) AND CITY OF RENTON STANDARD SPEanCA 7j0jVj 4. ALL LOCATIONS OF EXISTING U77U7IES SHOWV ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBLL T Y TO VERIFY THE TRUE AND CORRECT LOCA 7701V SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUC770N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM17S PRIOR TO STAR77NG CONSTRUC nAN. (INSPEC770N WILL BE ACCOWPLISHED BY A REPRESENTATIVE' OF THE CITY OF RENToN). IT SHALL BE THE COMV TRACTOR'S RESPONSIBILITY TO N071FY THE U77LI T Y DEPARTMENT 24 HOURS MN ADVANCE OF BACaKFILL ALL CONSTRUC7 0 N. 6. CON7RACTOR IS SOLELY RESPONSIBLE FOR THE MEA/VS� METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF KWKERS AND OTHERS AN THE CONS TRUC 7101V SITE. 7. IT SHALL BE THE RESPO V981LI TY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELATED PERMITS PRIOR To ANY C0IVS7RUC7I0NV. 8. PLANS APPROVED BY THE CITY OF REN TON, PUBLIC W WKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE AN THE JOB S1 7E WHENEVER CONSTRUCTION IS IN PROGRESS 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWWR SYS7E'M W NCH 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 INCHESr IIIAX1MUM DEPTH OF & INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COUPAC7FD LA YERS MUST EXTEND FOR ONE PIPE DVAME7E7R ON EACH SIDE OF 7HE PIPE OR TO THE SIDE AF THE TRENCH. MA 7ERIALS HOT MIX PA TCH SHALL BE PLACED WrTHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF REN TAN, U. S C. AND G. S 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SA 77SFAC7701V OF THE DEPAR714ENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COWPLE7701V OF C0jVS7IRUCj700V. 15. ALL PIPE AND APPUR TENANCES SHALL BE LAID AN A PROPERLY PREPARED FOUNDA TION IN ACCORDANCE 10 TH SEC 7700V 7- 02. 30) OF THE CURREN T S TA 7E OF WASHINGTON STANDARD SPECIFICA 71QNS FOR ROAD AND BRIDGE COVNSTRUC710N. THIS SHALL INCLUDE NECESSARY LEV SUNG OF THE TRENCH BO T T014 OR THE TOP OF THE FOUNDA nON MATERIAL AS WELL AS PLACEMENT AND COW/PACnON OF REQUIRED BEDDING MA 7ERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WLL BE SUPPOR TED ON A UNIFORML Y DENSE UN YIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6" ABOVE AND SLOW THE PARE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7FD 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 DIRECTIONS TO MATCH PAVING. 1/2" 1/8a RAISE -1/?9 N10t BORM 1" 3/4' SPACES SPACED -3/4" AS /INDICATED -HT. 1/8' ,o 12 "/ FIBER JOINT - PACKING 1/8 BEND I PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER ? FUTURE 6" SEWER PIPE 6.O' BLDG SEWER 6" SIDE OUTLET TEE x, 2"X4" STUD SERVICE #AfAR/C PAIN UPPEsR PORTION WHITE T r1N0 STENCIL ON SIDE THE W WD �., SEWER WITH 3 HIGH BLACK LETTERS. 6" SIDE SEWER & BUILDING SEINER PLAN 6" SIDE SEVER 1: 3.• 5 AI/X NOTE: CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A BLOCKING FOR CASTOR MINIMUM 5' COVER AT PROPERTY UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE 6 1A/lN LOWEST HOUSE ELEVATION, W4ICH- 1 25, MIN EVER IS LOWER. 6 `OMAN r HORIZONTAL 6 ` SIDE OUTLET TEE SEWER MAIN CONC. BLOCKING ANGLE OF TEE A T MAIN OVER 25' ELEVA TION S ok� ev MIN SL OPE TYPICAL SIDE SEWER ELEVA TION � 4 3/4' PLUG TO BE SEALED IN SAME MANNER AS AMAIN SENER JOINTS. cAsr ow Svc Am cow A9 EAR CLEAN-our DETAIL Mwp Np4j /j, I OLL 1'9,.� EXISTING SEWER MAIN �-6 " SIDE SEWER 6 "TEST TEE TO BE INSTALLED AT 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. VITRIFIED CLAY, PLAIN & REINFORCED CONCRETE, DI do C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED. SIDE SEWER SERVICE DETAIL ri F I;t 4 4 740 NOTES, 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 NH30 WITH NH30 D/T OR EQUAL. PER DWG. DR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 3. ALL JOINTS TO BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CI LING, COATED (SEALED) WITH A HIGH SOLIDS URETE COATING/ WASSER MC- CONSEAL OR APPROVED EQUALi COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE MINIMUM OF 3/4 INSIDE DIAMETER OF LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. Z h MORTAR MA/VHOL.E FRAME AND COVER = SEE ORA W/NG BR29 25" „ ADDIS TMEN T 4 MIN. 4" MIN. %-- CONE a .-- RUBBER GASKETED JOW TS IN ACCORDANCE W TH ASTM C -443. STEPS -314" DEFORMED BAR STEPS SHALL LL BE X.I,"D -� 6 1/2` CONRETE RISER BY PIPE INC. OR APPROVED EQUAL t MAX. PIPE SIZE -21 ~ I.O. LADDER -STD. ALUMINUM OR GALVANIZED STEEL. /- CONCRETE SHELF FILLET TAR F2L£T PRECAST BASE SECTIQN oe OR CAST IN PLACE 6 AI/N. s" TAR r MANHOLE rrpicAL DETAIL OWTV S -3 ?1302 RECOMMENDED FOR APPROVAL B DATE 'N a- APR t Z -2 B 6.gL- DATE BY BY DATE BY DATE ITI EJA •