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HomeMy WebLinkAboutS-311802t �d O U) 0 Q V? UW � JX Z Lj � LLJ V I L.LJ z LLJ 00 O F- >_ Z Z fr Ljj < W Z Li Q Q Q. a� D r-1 �- �../ 0 crt c v O 72 yN U z 0 V b N z z 0i ASV �Z_j i BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO E- 8 r 1/20-0. 1 /8 O.D. ZERO iz r C 3/4 O.D. 1 /2 O.D. 1/8 O.D. z � 3 0 = :40 w 1 z H O U) 0 Q V? UW � JX Z Lj � LLJ V I L.LJ z LLJ 00 O F- >_ Z Z fr Ljj < W Z Li Q Q Q. a� D r-1 �- �../ 0 crt c v O 72 yN U z 0 V b N z z 0i ASV �Z_j i r� > Ji Y 335 335 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" ❑❑ O ❑Q ❑a - X1/2.. O❑❑ 000 RAISE-1/2" WIDE BORDER 1" 1 i1" 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, 12 "0 FIBER PACKII 45' (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER N. T. S. PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. American Engineers Planners Surveyors REC M M D F APPROVAL Engineering 4032 148th Ave. N.E. BY: _ DATE: Redmond, WA 98052 .S Corporation ., BY: - DATE: -- _ -- BY: DATE: PHONE (425) $81-74,30 Fax (425) 881 - 7731 - -= - © BY: DAtE: z File path do Name F' Pool,, 01'4 1rn tnpipr +v ` 1?w � 1 03'4M1 dw ?( "41" Qi 4 ? �C ''M nTtr CONCRETE CLASS 3000 5/4" BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) -- FOUNDATION LEVEL W (SEE NOTE 4) (CLASS A DESIGN) LIMITS OF PIPE ZONE W (SEE NOTE 4) LIMITS OF PIPE ZONE B (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE moo.. GRAPHIC SCALE 5 0 5 10 20 1 INCH = 10 Ff. HORIZONTAL 2.5 0 2.5 5 10 1 INCH - 5 Ff. VERTICAL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4_ SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WALL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIL LING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. - BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO • 8 1/4 O.D. 1/20-0. 1 /8 O.D. ZERO O.D. C 3/4 O.D. 1 /2 O.D. 1/8 O.D. z - 1 Q r� > Ji Y 335 335 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" ❑❑ O ❑Q ❑a - X1/2.. O❑❑ 000 RAISE-1/2" WIDE BORDER 1" 1 i1" 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, 12 "0 FIBER PACKII 45' (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER N. T. S. PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. American Engineers Planners Surveyors REC M M D F APPROVAL Engineering 4032 148th Ave. N.E. BY: _ DATE: Redmond, WA 98052 .S Corporation ., BY: - DATE: -- _ -- BY: DATE: PHONE (425) $81-74,30 Fax (425) 881 - 7731 - -= - © BY: DAtE: z File path do Name F' Pool,, 01'4 1rn tnpipr +v ` 1?w � 1 03'4M1 dw ?( "41" Qi 4 ? �C ''M nTtr CONCRETE CLASS 3000 5/4" BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) -- FOUNDATION LEVEL W (SEE NOTE 4) (CLASS A DESIGN) LIMITS OF PIPE ZONE W (SEE NOTE 4) LIMITS OF PIPE ZONE B (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE moo.. GRAPHIC SCALE 5 0 5 10 20 1 INCH = 10 Ff. HORIZONTAL 2.5 0 2.5 5 10 1 INCH - 5 Ff. VERTICAL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4_ SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WALL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIL LING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. - • A = 4" MIN. 27" I.D. AM UNDER 6" MIN. OVER 27" I.D. (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE PIPE BEDDINGFOR SANITARY SEWER N. T. S. DLL .192 SANITARY SYSTEM SEWER NOTES 1. ALL WORK MATERIALS SHALL BEN Cx WORMANCE rr TM THE STANDARDS AND SPE011FICATION'S OF THE CITY OF RENTON UTILJT`r DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HODURS OF WORK N THE STREET RIGHT OF WAY SHALL BE LOM70 TO & 30 A_M, TO 3- 30 P-M. ON WEEKDAYS UNLESS OTHU MSE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES. PARTIAL, OR FULL. SMALL BE APPROVED BY THE PLAMING/BUILDNG/PUBLIC WORKS DEPARTMENT T2 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT. AND 911 SHALL BE NOTIFIED 24 HOURS N ADVANCE OF ANY WORK IN THE RIGHT OF WAY_ 3. ALL CONSTRUCTION SHALL BE N ACCORDANCE MTN '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 APPROMMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE- OUR A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION 1MLL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS N ADVANCE OF BACKFILLING 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 OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMEENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS N 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 OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS MATH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXNUtiM 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 TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT 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. NAVD 88. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS 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 UNIMPROVED 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. PROPERTY LINE Z_ 6'_0,. FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER • TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING Li z_ 2 "x 4" STUD SERVICE MARKER PAINT UPPER -' PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Li AND X16 WIRE WRAPPED AROUND THE STUD AND No EXTENDED TO THE TOP OF THE STUD. 0L CL UNLESS OTHERWISE APPROVED Bl 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 v� N 8�'O G 27. MIN SLOPE 6" SIDE OUTLET TEE f SEWER MAIN WER MAIN 6" MIN. SE 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. STANDARD SIDE SEWER INSTALLA11ON (SEWER MAIN TO PROPERTY LINFa N. T. S. 1 • �11 PROFILE, NOTES AND � � DETAILS, 2 OF 2 AEC #0324 v� EXPIRES 05 -07-2005 1 ..♦ � � rat SCANNED NOV • 7 2003 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO • 8 1/4 O.D. 1/20-0. 1 /8 O.D. ZERO O.D. C 3/4 O.D. 1 /2 O.D. 1/8 O.D. O.D. - • A = 4" MIN. 27" I.D. AM UNDER 6" MIN. OVER 27" I.D. (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE PIPE BEDDINGFOR SANITARY SEWER N. T. S. DLL .192 SANITARY SYSTEM SEWER NOTES 1. ALL WORK MATERIALS SHALL BEN Cx WORMANCE rr TM THE STANDARDS AND SPE011FICATION'S OF THE CITY OF RENTON UTILJT`r DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HODURS OF WORK N THE STREET RIGHT OF WAY SHALL BE LOM70 TO & 30 A_M, TO 3- 30 P-M. ON WEEKDAYS UNLESS OTHU MSE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES. PARTIAL, OR FULL. SMALL BE APPROVED BY THE PLAMING/BUILDNG/PUBLIC WORKS DEPARTMENT T2 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT. AND 911 SHALL BE NOTIFIED 24 HOURS N ADVANCE OF ANY WORK IN THE RIGHT OF WAY_ 3. ALL CONSTRUCTION SHALL BE N ACCORDANCE MTN '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 APPROMMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE- OUR A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION 1MLL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS N ADVANCE OF BACKFILLING 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 OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMEENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS N 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 OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS MATH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXNUtiM 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 TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT 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. NAVD 88. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS 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 UNIMPROVED 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. PROPERTY LINE Z_ 6'_0,. FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER • TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING Li z_ 2 "x 4" STUD SERVICE MARKER PAINT UPPER -' PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Li AND X16 WIRE WRAPPED AROUND THE STUD AND No EXTENDED TO THE TOP OF THE STUD. 0L CL UNLESS OTHERWISE APPROVED Bl 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 v� N 8�'O G 27. MIN SLOPE 6" SIDE OUTLET TEE f SEWER MAIN WER MAIN 6" MIN. SE 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. STANDARD SIDE SEWER INSTALLA11ON (SEWER MAIN TO PROPERTY LINFa N. T. S. 1 • �11 PROFILE, NOTES AND � � DETAILS, 2 OF 2 AEC #0324 v� EXPIRES 05 -07-2005 1 ..♦ � � rat SCANNED NOV • 7 2003