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Home My WebLink AboutS-33090260" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUC77LE IRON PIPE. 1:35 MIX CONCRETE BLOCKING /�PMIrJ 2� P P gL GKIN6 2X MN SLOPE HORIZONTAL 6" SIDE OUTET 7FE SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE `O OF TEE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA77ON ELEVAAON NOTE UNLESS OTHERNSE SHOWN ON PLAN" SIDE SEWER SHALL HAVE A MINIMUM 4' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST. HOUSE ELEVATON, WHICHEVER IS LOWER. UNLESS OP ERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEE BANDS WHEN CONNEC77NO NEW STD£. SEWERS TO EXISTNG MAIN W)RIFIED CLAY, PLAIN AND REINFORCED CONCRETE" D.L PIPE AND CL PIPE S£MER MAINS ARE TO BE COREORILLED SIDESEWER DETAIL-// NO SCALE 7imE - & O�'P of T d; RECOMMENDED FORAPPROVAL 2 0 BY DATE — fg T pf AL BY. DAIE� awes 4 -26 -07 BY 9A7E- — 5 -30 -06 Com 74 711 NE 29th Place Suite 101 Bellewe, Washington 98007 DESIGN 425.885.7877 Fax 425.885.7963 ENG ®INEERING' PLANNING- SURVEYING_ .SANI ARYSEWER DETAILS CORE JOB/ 05171. (I i,, �. - _3-- jam;.... C5.31 M NW '4 & NE IZ4, SEC. 10, TWP. 23 N., RGE. 5E., W.M ,y m SAN /TARYSEWER NOTES 1 ALL WORK MATER /ALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIRCATONS OF 7HE CITY OF RENTON URVTY DEPARTMENT AND THE LA7EST ED /TON OF 7HE WSDOT/APWA STANDARDS AND SP£CIFTCATONS.. "1 2 7HE HOURS OF HVRK /N 771E STREET RIGHT -OF -WAY -WALL BE LIM17ED TO 8.30 AM TO 330 PM ON WEEKDAYS UNLESS 07HERNSE APPROVED TN WRIRNG BY 7HE DEPAR74E1T OF PUBLIC WORKS AT 425 - 430 -7200. ALL STREET CLOSURES PARAAL OR FULL, SHALL BE APPROWD BY THE DLPAR7M£NT OF PUBLIC WORKS 24 HOURS IN ADVANCE 7HE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOIFIED 24 HOURS IN ADVANCE: W [� J. ALL CONSTRUC77ON SHALL BE IN ACCORDANCE WIT! STANDARD SPEGFICA77ONS FOR MUNICIPAL PUBLIC MORKS CON57RUCRON° PREPARED BY THE WASHINGTON STAI£ CHAPTER AMERICAN PUBLIC MORKS ASSOCYA77ON (APWA), LA7EST EDITON AND THE CI7Y OF RENTON STANDARD SPECIRCA TONS ^�! 4 ALL LOCA77ONS OF EXISANO UALITES SHOWN ARE APPROWMA7E AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY 771E TRUE AND CORRECT LOCAION SO AS 70 AVOID DAMAGE OR DISTURBANCE. W 5 A PRE- CONSTRIJCTCN✓ CONFERENCE AND A 24 HOUR NOICE SHALL BE REQUIRED PR /OR TO STARING NEW CONS)RUCAON. IT SHALL BE 7HE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PDW175 PRIOR TO STARING CONS)RUCI0N. (7115PECI011 WILL BE ACCOMPLISHED BY A REPRESENTATV£ OF IRE CITY OF RENTRI) IT SHALL BE THE rw,^, q v 1 CONSTRUCTION. RESPONSIBILITY TO NOIFY THE UTLI7Y DEPARTMENT 24 HOURS IN ADVANCE OF BAC(FIELING ALL O.. : 6. CONTRACTOR IS SOLEZY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON57RUCTON AND FOR IRE Z �. SAFETY OF Wt7RKERS AND OTHERS ON 7HE CONSTRUCT011 S 17E ' 7� 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 OBTAIN STREET USE AND ANY 07HER RELA7ED PERMITS PRIOR. 70 ANY CONSNUCION. R/W 7- V 8 PLANS APPROVED BY 7HE CITY OF RENTON PUBLIC HVRKS DEP4R7MENT SHALL TAKE PRECEDENCE OVER ALL.07HER _ PLANS - ,C`11 W9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 517E WHENEVER CONSIRUCION IS IN PROGRESS. I 10' UN. ' — 10 7HE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUILT DRAWING OF )RF SANITARY SEWER SYSTEM • -� _ - WHICH HAS BEEN STAMPED BY A LICENSED PROFESS IOWA[ ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKER[[ SHALL BE PLACED EOUALLYON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 6' BUILDING SEWER PIPE / INCHES MAXIMUM DEPTH OF 8 INCHES" ,THOROUGHLY TAMPING EACH LAYER 70 95X OF MAXIMUM DENSITY. THESE COMPAC7ED LAYERS MUST EXTEND FOR ONE PIPE DIAME7ER ONEACH SIDE OF THE PIPE OR TO THE SIDE OF 7H£ TRENCH. - e MATERIALS TO COMPLETE THE FILL OVER ?HE PIPE SHALL BE 7HE SAME AS DESCRIBE 0. - -: ca Z 12. OPEN CUT ROAD CROSSINGS FOR UTLITY TRENCHES ON EXISANG /RAVELED ROADWAY SHALL BE BACCTILCE0 NIH TEE WNH 6" SIDE OUIET I CLEANODT- -SEE DETAIL LEFT CRUSHED ROCK AND MECHANICALLY CCWIPAC759 LUIS INTO EXTSING ASPHALT SHALL BE NEA7LINE CUT A77H A SAW /N A CONTNUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATIIY AFTER- BACKRLL AND ?COMPACION.: A W -O E-t PERMANENT HOT M/X PATCH SHALL BE PLACED W97H/N 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS w�y .o E- W 13 LA7UM SHALL BE CITY OF RENTON".. NA 09 1988 (ME7ERS) AND MAD 198311991 (ME)ERS)'.. "' 0 �i 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULOF/ED. OR 0771ERM9SE STABILIZED 70 7HE SAISFAC77ON OF 7NE 2'k 4 STUD SERVICE MARKER PAINT UPPER 'SEWER" 1 _� 3 DEPARTMENT FOR THE PREIDVION OF OW-517f EROSION AF7FR 7HE COMPLETION OF CONSTRUCTON. PGR77ON W7.7 /7£ AND LABEL WITH - 3'" HIGH BLACK LETTERS WRAP 0 WRE 15 ALL PIPE AND APPURTEiVANCES SHALL BE LAID ON A PROPERLY PREPARED: FOUNDA77ON:IN ACCORDANCE WIl SEC77ON ": AROUND THE PIPE, EXTEND IT TO FINISH 3 %al 7- 02.3(1). OF THE CURRENT STATE OF WASHINGTON - STANDARD SPECIRCAIONS FOR ROAD. AND BRIDGE CONS7RUCA0N.:. TNIS SHALL INCLUDE NECESSARY LEVELING OF 7HE TRENCH B07TOM OR 7HE TOP OF THE FOUNDAAON MATER /AL AS MELL AS GRADE AND ATTACH IT TO 7HE 2"x4" STUD. PLACEMENT AND COMPAC77ON OF REOUND BEDDING MATER /AL TO UNIFORM GRADE SO THAT THE ENIRE LENGTH OF PIPE WILL BE SUPPOR7W ON A UNIFORMLY DEN5E UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE . AND BELOW THE PIPE SIDESEWER DETAIL! " 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEED ASTM D 3034" SOR 35 0900 OR DUC77LE IRON CLASS 50. SANITARY SEWER FORCE MA/I✓ TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LA7EST NO SCALE REVISION OF AWWA C710 & C711, 7H/CKNESS CL 52 - 17 IN UNIMPROIED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6 °. AND A MAXIMUM OF IS- ABOVE RNIS110 GRADE.: IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECAONS TO MATCH PAVING. a ° 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE 6ONSTRUC7E0 IN ACCORDANCE W N THESE APPROVED PLANS ANY DEV/A77ON FROM THESE PLANS WLL REQUIRE APPROVAL FROM 7H£ OWNER, ENGINEER AND APPROPR IATE PUBLIC AGENCIES. - - - 19. 1OCA77ONS OF ROADWAYS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MATE FOR D IMENS IONED - - - - - - - - - - - - - - - - - LOCA27ONS OF THESE IMPROVEMENTS REFER 10 THE ARCHI)EC7URAL 517E PLAN. IMPROVEMENT AND 57RUCIURE LOCA77ONS a SHALL BE RECD SET BY ATE ENGINEER AS REOUIRED. - o 20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPEC /FICA IONS ALL MANHOLES SHALL HAVE A Q MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAX /MUM DRY DENS 17Y PER ASTM D-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PJPE- 7HF_ _REMAIN /NG_RACKR"AY�F10. 90%JF JJOTJN AN AREA OF FU77JRE PAVEMENT OR 57RUC7URAL FILL. 7RENCH BACI(RLL. AND COMPACION SHALL BE COMPLETED -PRIOR TO 7FS771VG LINES FOR LEAKAGE. y i y 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6' DIAMETER AND HA A MINIMUM SLOPE OF 20X PROPER OT CORNERS AND /OR .BUILDING LOCA77ONS AND FINISH GRADES SHALL' BE ESTABLISHED IN THE FIELD PRIOR -. TO ANY SW - ti W y W W CONS)RUCRON. SIDE SEWER TEE STA77ONS ARE REFERENCED FROM THE NEAREST 90MV57REAM MANHOLE. THE CONTRACTOR SHALL MA /NTAN ACCURATE AS -BU /LT RECORDS OF ALL SIDE SEMP LOCA77ONS ALL SIDE SEWERS SHALL BE 5 B 7£STED AT IRE 77ME OF MA /N LINE 7ES77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OIER 15: 5 23 WHERE A NA7ER MAIN CROSSES ABOVE 7HE SANITARY SEWER, AND LESS 7HAN 3'0' OF WR77CAL CLEARANCE EX157S h h a. a- BETWEEN 7HE TOP OF SEWER AND 90770M OF WATER MAIN, 7HE SEWER SHALL BE CONS7RDC7ED OR RECONSNUCMD WIN DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF 7HE WA 75? MAIN CROSSING. a 24. SANITARY SEWER MAIN LINES (8° D/AME7ER AND LARGER) SHALL NOT BE CON57RUC7ED ANY CLOSER THAN 10 FEET T0. ° o ANY BUILDING OR 5 FEET TO ANY CARPORT. w a 25 NEW CONNEC17ONS 70 EX15271VG FACIL/I£S SHALL BE SEALED OFF UN77L UPSTREAM CONS71FUC7701V IS FIN /SHED, TESTED, CLEANED AND ACCEPTED. ALL 00NS7RUCTON DEBRIS AND WA7ER SHALL BE REMOVED PRIOR 70 OPENING. THE SEAL ALL 7ES77NG SHALL BE IN 7HE PRESENCE OF A CITY OF RENTON INSPECTOR. m 26 PRIOR TO ACCEPTANCE OF 0007RUCI0N AND /OR ISSUANCE OF OCCUPANCY PERM /TS, ENGINEER /SURVEYOR- CERARED AS -BUILT DRAWINGS MUST BE PREPARED OF All SANITARY SEWER FACTLIAES - 27 INSTALL FALL RESTRAlN7 SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESNA /NT SYSTEW SHALL BE SURENACT CLIMB /NG AM9 FALL PR07£C77ON SY57W AS YANUFA07ZIRED BY "MILLER FALL PROTECION° U ti 0 � w o' 3 O � 0 0 = h U Qa ti —1 1 O 20 31 3- 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUC77LE IRON PIPE. 1:35 MIX CONCRETE BLOCKING /�PMIrJ 2� P P gL GKIN6 2X MN SLOPE HORIZONTAL 6" SIDE OUTET 7FE SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE `O OF TEE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA77ON ELEVAAON NOTE UNLESS OTHERNSE SHOWN ON PLAN" SIDE SEWER SHALL HAVE A MINIMUM 4' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST. HOUSE ELEVATON, WHICHEVER IS LOWER. UNLESS OP ERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEE BANDS WHEN CONNEC77NO NEW STD£. SEWERS TO EXISTNG MAIN W)RIFIED CLAY, PLAIN AND REINFORCED CONCRETE" D.L PIPE AND CL PIPE S£MER MAINS ARE TO BE COREORILLED SIDESEWER DETAIL-// NO SCALE 7imE - & O�'P of T d; RECOMMENDED FORAPPROVAL 2 0 BY DATE — fg T pf AL BY. DAIE� awes 4 -26 -07 BY 9A7E- — 5 -30 -06 Com 74 711 NE 29th Place Suite 101 Bellewe, Washington 98007 DESIGN 425.885.7877 Fax 425.885.7963 ENG ®INEERING' PLANNING- SURVEYING_ .SANI ARYSEWER DETAILS CORE JOB/ 05171. (I i,, �. - _3-- jam;.... C5.31 M