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Home My WebLink AboutS-327405z e a o Q o w 1 E et 0 M -- 0 vq tD d d N 4 O N c ej EC a • • } �a w h c �zc3 N • I SANITARYSEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8.•30 AM TO 3.•30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077F /ED 24 HOURS IN ADVANCE. 3 ALL CONSlRUC110N SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICA TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA 7F CHAPTER AMERICAN PUBLIC WORKS ASSOCIA 170N (APWA), LA JEST EDITION AND THE CITY OF RENTON STANDARD SPEC/FICA770NS. 4 ALL LOCA77ONS OF EXlS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5 A PRE- CONSTRUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PR /OR TO STAR77NG NEW CONSTTRUC710N. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PR /OR TO STAR77NG CONS TRUC770N. (INSPECT /ON WLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON) !T SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSIRUC710N. 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCT /ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONST ?UC770N SITE 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM /1S' PRIOR TO ANY CONSIRUC77ON. 8. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC770N lS IN PROGRESS. 10 THE CONTRACTOR SHALL PR019DE THE w OF RENTON NnTH AN AS -BOIL T DRAWING OF THE SANITARY SEWER SYSTEM MORTAR WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LAYER TO 95Z OF MAX /MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA7ERIALS TO COMPLE7E THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS771VG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EX /STING ASPHAL T SHALL BE NEA'TLINE CUT WITH A SAW IN A 6 CONTINUOUS LINE. A TEMPORARY COLD M/X PATCH MUST BE PLACED IMMEDIA 1FL Y AFTER BACKFILL AND C0 PAC ON A PERMANENT HOT MlX PATCH SHALL BE PLACED WTHIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 1983/1991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA775FAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFIFR THE COMPLETION OF CONSTRUCTION. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASH /NGTON STANDARD SPEC /F/CA170NS FOR ROAD AND BRIDGE CONST7i'UC770N. THIS 2 SHALL INCLUDE NECESSARY LEVELIAIG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC770N OF REQU /RED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE `� N9LL BE SUPPORTED ON A UN /FORME Y DENSE UNY7ELONG BASE. PIPE BEDDING SHALL BE PEA GRA d/EL 6" ABOVE AND BELOW THE PIPE. 4. 16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETFD ASIM D 3034, DR 35, C900, OR 5 DUC77LE IRON CLASS 50 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REW9SION OF AWWA C110 & C111, THICKNESS CL. 52. 6 CT 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN M PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18 ALL 5ANITARY 7. DEW/A77ON FROM 7HESE�PLANS RWI L REQUIRE APPROVAL FROM THE OWNER,OENGINEER AND APPROPRIATE PUBLIC AGENCIES. 8. b 19 LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MA 7F FOR DIMENSIONED 9 LOCA77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCA77ONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. Bt 20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BET#EEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PA ONG OR LANDSCAPING. 21. ALL TRENCH BACKF /LL SHALL BE COMPACTED TO AT LEAST 95.x' OF THE MAXIMUM DRY DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR, FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90X /F NOT IN AN AREA OF FU7URE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPAC77ON SHALL BE COMPLE7ED PRIOR TO 7ES77NG LINES FOR LEAKAGE. 22 ALL SIDE SEHERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2. OX PROPERTY /LOT CORNERS NV OR BUILDING LOCA77ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONS7RIJC77ON. SIDE SEWER TEE STA77ONS ARE REFERENCED FROM THE NEAREST DOWNS7REAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA7F AS -BU /LT RECORDS OF ALL SIDE SEWER LOCA77ONS ALL SIDE Sf#ERS SHALL SE TESTED AT THE TIME OF MAIN LINE 1FS77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0" OF VER776AL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10'01V EACH SIDE OF THE WATER MAIN CROSSING. 24 SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN >0 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25 NEW CONNEC77ONS TO EXIS77NG FACIL177ES SHALL BE SEALED OFF UN77L UPSTREAM CONST ?UC77ON IS FINISHED, 7ESIFD, CLEANED AND ACCEP7�0. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CONSIRUC77ON AND /OR ISSUANCE OF OCCUPANCY PERMITS; ENGINEER /SURVEYOR- CER77FIED AS - -BUIL T DRAWNGS MUST BE PREPARED OF ALL SANITARY SEWER FACILI77ES. 27 INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURE7RACT CLIMBING AND FALL PRO1EC77ON SYSTEM,' AS MANUFAC7URED BY "MILLER FALL PRO7FC770N . Ty SEC. f 7 WX 23 m' RGE 5 E., W M. STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED ,, NCREIF RISER BY PIPE INC., 7R APPROVED EQUAL. VAX. PIPE SIZE - 21 " I.D. I-ADDER -STD. ALUMINUM 7R GALVANIZED STEEL , ONCRETE SHELF 'RECAST BASE SECTION 7R CAST IN SHELF. NO SCALE r5 J 2 "x 4" STUD SERVICE MARKER PAINT UPPER -� PORTION WHITE AND LABEL "SEWER" WITH 3" HIGH BLACK LETTERS. WRAP p WIRE AROUND THE PIPE, EXTEND IT TO FINISH GRADE AND ATTACH IT TO THE 2 "x4" S7UD. SIDE SEWER DETA IL NO SCALE 1 "1' � ISO 10" 9" 8 -3 4» 1 -114'O 112"1 r-2" 7" 8" 15,• CAST IRON RING AND COVER 5/8» 2 -, 1.• 3.• 5 M/X '�� CONCRETE BLOCKING r ------ \ 7z� MAN Zye 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8•, I- 112 SO 1 S$ RAISE - -1/2" WIDE BORDER IN UNIMPROVED AREAS POUR 1 O" 7H/CK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHAL T ROADWA YS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. PIPE MATERIAL AS SPEC /FIED BY THE ENGINEER ,y! ^ 1! CONCRETE CLASS 3000 4 -3/4» 12'0 --'- FIBER JOINT PACKING 45'(118) BEND 6 INCH OR 8 INCH CLEAN-OUT C.O.R. STD DWG. 8W = -18B NO SCALE 60" ALLOWABLE) FOR CAST IRON l OR DUC77LE IRON PLUG TO BE SEALED --�- IN SAME MANNER AS MAIN SEWER ✓OIN75 T0oul A009 ►O�KING MAX. GWE CON 2X MIN SLOPE HORIZONTAL .R MAIN TYPICAL SIDE SEWER ELEV4 77ON R SHALL HAVE A MINIMUM 4' THE LOWEST HOUSE (E TAP THROUGH CAST IRON S STEEL BANDS WHEN I Z, D. I. PIPE AND C.I. PIPE Im 14711 NE 29th Place Suite '101 Bellevue, Washington 98007 425.885.7877 Fax 42SAR5.79.5 L4 W W a W W W � 3 tYi d o; w � o m • I SANITARYSEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8.•30 AM TO 3.•30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077F /ED 24 HOURS IN ADVANCE. 3 ALL CONSlRUC110N SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICA TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA 7F CHAPTER AMERICAN PUBLIC WORKS ASSOCIA 170N (APWA), LA JEST EDITION AND THE CITY OF RENTON STANDARD SPEC/FICA770NS. 4 ALL LOCA77ONS OF EXlS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5 A PRE- CONSTRUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PR /OR TO STAR77NG NEW CONSTTRUC710N. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PR /OR TO STAR77NG CONS TRUC770N. (INSPECT /ON WLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON) !T SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSIRUC710N. 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCT /ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONST ?UC770N SITE 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM /1S' PRIOR TO ANY CONSIRUC77ON. 8. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC770N lS IN PROGRESS. 10 THE CONTRACTOR SHALL PR019DE THE w OF RENTON NnTH AN AS -BOIL T DRAWING OF THE SANITARY SEWER SYSTEM MORTAR WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LAYER TO 95Z OF MAX /MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA7ERIALS TO COMPLE7E THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS771VG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EX /STING ASPHAL T SHALL BE NEA'TLINE CUT WITH A SAW IN A 6 CONTINUOUS LINE. A TEMPORARY COLD M/X PATCH MUST BE PLACED IMMEDIA 1FL Y AFTER BACKFILL AND C0 PAC ON A PERMANENT HOT MlX PATCH SHALL BE PLACED WTHIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 1983/1991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA775FAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFIFR THE COMPLETION OF CONSTRUCTION. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASH /NGTON STANDARD SPEC /F/CA170NS FOR ROAD AND BRIDGE CONST7i'UC770N. THIS 2 SHALL INCLUDE NECESSARY LEVELIAIG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC770N OF REQU /RED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE `� N9LL BE SUPPORTED ON A UN /FORME Y DENSE UNY7ELONG BASE. PIPE BEDDING SHALL BE PEA GRA d/EL 6" ABOVE AND BELOW THE PIPE. 4. 16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETFD ASIM D 3034, DR 35, C900, OR 5 DUC77LE IRON CLASS 50 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REW9SION OF AWWA C110 & C111, THICKNESS CL. 52. 6 CT 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN M PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18 ALL 5ANITARY 7. DEW/A77ON FROM 7HESE�PLANS RWI L REQUIRE APPROVAL FROM THE OWNER,OENGINEER AND APPROPRIATE PUBLIC AGENCIES. 8. b 19 LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MA 7F FOR DIMENSIONED 9 LOCA77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCA77ONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. Bt 20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BET#EEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PA ONG OR LANDSCAPING. 21. ALL TRENCH BACKF /LL SHALL BE COMPACTED TO AT LEAST 95.x' OF THE MAXIMUM DRY DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR, FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90X /F NOT IN AN AREA OF FU7URE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPAC77ON SHALL BE COMPLE7ED PRIOR TO 7ES77NG LINES FOR LEAKAGE. 22 ALL SIDE SEHERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2. OX PROPERTY /LOT CORNERS NV OR BUILDING LOCA77ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONS7RIJC77ON. SIDE SEWER TEE STA77ONS ARE REFERENCED FROM THE NEAREST DOWNS7REAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA7F AS -BU /LT RECORDS OF ALL SIDE SEWER LOCA77ONS ALL SIDE Sf#ERS SHALL SE TESTED AT THE TIME OF MAIN LINE 1FS77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0" OF VER776AL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10'01V EACH SIDE OF THE WATER MAIN CROSSING. 24 SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN >0 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25 NEW CONNEC77ONS TO EXIS77NG FACIL177ES SHALL BE SEALED OFF UN77L UPSTREAM CONST ?UC77ON IS FINISHED, 7ESIFD, CLEANED AND ACCEP7�0. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CONSIRUC77ON AND /OR ISSUANCE OF OCCUPANCY PERMITS; ENGINEER /SURVEYOR- CER77FIED AS - -BUIL T DRAWNGS MUST BE PREPARED OF ALL SANITARY SEWER FACILI77ES. 27 INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURE7RACT CLIMBING AND FALL PRO1EC77ON SYSTEM,' AS MANUFAC7URED BY "MILLER FALL PRO7FC770N . Ty SEC. f 7 WX 23 m' RGE 5 E., W M. STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED ,, NCREIF RISER BY PIPE INC., 7R APPROVED EQUAL. VAX. PIPE SIZE - 21 " I.D. I-ADDER -STD. ALUMINUM 7R GALVANIZED STEEL , ONCRETE SHELF 'RECAST BASE SECTION 7R CAST IN SHELF. NO SCALE r5 J 2 "x 4" STUD SERVICE MARKER PAINT UPPER -� PORTION WHITE AND LABEL "SEWER" WITH 3" HIGH BLACK LETTERS. WRAP p WIRE AROUND THE PIPE, EXTEND IT TO FINISH GRADE AND ATTACH IT TO THE 2 "x4" S7UD. SIDE SEWER DETA IL NO SCALE 1 "1' � ISO 10" 9" 8 -3 4» 1 -114'O 112"1 r-2" 7" 8" 15,• CAST IRON RING AND COVER 5/8» 2 -, 1.• 3.• 5 M/X '�� CONCRETE BLOCKING r ------ \ 7z� MAN Zye 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8•, I- 112 SO 1 S$ RAISE - -1/2" WIDE BORDER IN UNIMPROVED AREAS POUR 1 O" 7H/CK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHAL T ROADWA YS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. PIPE MATERIAL AS SPEC /FIED BY THE ENGINEER ,y! ^ 1! CONCRETE CLASS 3000 4 -3/4» 12'0 --'- FIBER JOINT PACKING 45'(118) BEND 6 INCH OR 8 INCH CLEAN-OUT C.O.R. STD DWG. 8W = -18B NO SCALE 60" ALLOWABLE) FOR CAST IRON l OR DUC77LE IRON PLUG TO BE SEALED --�- IN SAME MANNER AS MAIN SEWER ✓OIN75 T0oul A009 ►O�KING MAX. GWE CON 2X MIN SLOPE HORIZONTAL .R MAIN TYPICAL SIDE SEWER ELEV4 77ON R SHALL HAVE A MINIMUM 4' THE LOWEST HOUSE (E TAP THROUGH CAST IRON S STEEL BANDS WHEN I Z, D. I. PIPE AND C.I. PIPE Im 14711 NE 29th Place Suite '101 Bellevue, Washington 98007 425.885.7877 Fax 42SAR5.79.5