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Home My WebLink AboutS-325303h � �r, q Q' W y S M N, a �7 C' a , t a. o 0 y o' w 6 a a.: e. w' a, 7 in s ag �e nQ wz O C) �E_ Ez W U P4 `1f i �I `s T=� 2 e o W W e Z of SANITARYSEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIRCA7ONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND 7HE LATEST LD1701V OF 7HE WSOOT/APWA STANDARDS AND 5PE RCATON5 2 THE HOURS OF WYJRK IN THE STREET RIGHT -OF -WAY SHALL BE UM /TED TO 8.•30 AM TO 3.•30 PM ON WEEKDAYS UNLESS 07HERWWSE APPROY£D IN PR /TNG BY IRE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7100. ALL STREET CLOSURES PAR77AL OR fULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC W47RKS 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N07RED 24 HOURS IN ADVANCE. .; ALL CONSTRLICTON SHALL BE IN ACCORDANCE W1771 STANDARD SPECIRCA PONS FOR MUNICIPAL PUBLIC HVRKS CONSTRUC7ON' PREPARED BY THE WASHINGTON STATE CHAPIER AMERICAN PUBLIC WORKS ASSOCIA77ON (APWA) LATEST EDIION AND 7HE CITY OF RENTON STANDARD SPECIRCATONS 4. ALL LOCA77ONS OF EXHSING UPLI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE 7H£ C0117RACTORS RESPONSIBILITY 70 VERIFY THE 7RUE AND CORRECT LOCATON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5 A PRE- CON57RUC7701V CONFERENCE AND A 14 HOUR N075E SHALL HE REOUIRED PRIOR TO STAR7NO NEW CON57RUCI0N. IT SHALL BE 7HECDN7RACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERY17S PRIOR TO STARING CON57RUC70N. ( INSPECRON WILL BE ACCOMPLISHED BY A REPRESENTA7VE OF 7HE CITY OF RENTON). IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTFY 7HE UNITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKNLLING ALL CONST2UC701V 6 COA17ACTOR 15 SOLEL Y RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUC7ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON IRE CONSTRUC77ON SITE 7 IT SHALL BE THE RESPONSIB/L/TY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSIRUC70N. B. 'LANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALI OIRER PLANS 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE ✓LIB 517E WHENEVER CONSTRUC701V IS IN PROGRESS. 10 7HE CONTRACTOR SHALL PROV UE THE CITY OF RENTON W77H AN AS -BUHLT DRAWING OF THE SANITARY SEWER SYSTEM N1/CH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR L10160 PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EOUALLY ON BOTH SIDES OF THE PIPE IN LAYERS W17H A L005E AVERAGE DEPTH OF 6 INCHES MAXIMUM D£P711 OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO 95X OF MAX /MUM 0£119TY. THESE COMPAC70 LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SYOE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER 7HE PIPE SHALL BE THE SAME AS DESCWIB£0. 12. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXISTNG IRAWIEO ROADWAY SHALL BE BACKRLL£0 WITH CRUSHED ROCK AND MECHANICALLY COMPAC71D.. CUTS INTO EA7577NG ASPHALT SHALL BE NEA7LINE CUT N7H A SAW IN A CONINUOUS LINE A TEMPORARY COLD MlX PATCH MUST BE PLACED IMM01A7ELY AFI£R BACKFILL AND COMPAC701V A PERMANENT HOT MIX PATCH SHALL BE PLACED MTHIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS 13. DATUM SHALL BE CITY OF RENTON, IVA0 1988 (METERS) AND NAD 1983/1991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 071ERN15E STABILIZED TO THE SATSFAC77ON OF THE DEPARTMENT FOR THE PREVENNON OF ON -SITE ER0570N AFIER 71E COMPLE7ON OF COIVST LIC7701V 15. ALL PIPE AND APPURTENANCES SHALL BE LAID aV A PROPERLY PREPARED FOUNDAION IN ACCORDANCE WEIR SEC7011 7- 02.3(7) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIRCA701VS FOR ROAD. AND BRIDGE CON57RUCTON. THIS SHALL INCLUDE NECESSARY LEVELING OF 7HE TRENCH BOTTOM OR 7HE TOP OF THE FOUNOA77ON MATERIAL AS WELL AS PLACEMENT AND COMPACTON OF REOUIREO B£DO/NG MA7ER/AL TO UNIFORM GRADE SO THAT THE EN77RE LENG7H OF PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNY7EL0/NG BASE. ,PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY S£NER PIPE SHALL BE POLYVINYL CHLOR IDE (PVC) RUBBER GASKEIED AS7M D 3034, SVR 35 C900, OR DOCILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC7LE IRON PIPE CONFORMING TO LATEST REWSION OF AWWA C110 & CIA THICKNESS CL. 52 17 IN UNIMPROVED AREAS MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE RNISHEO GRADE. IN PAVED AREAS COVER MUST SLOPE IN ALL DIREC70NS TO MATCH PAVING 18. ALL SANITARY SEWER IMPROWA01175 SHALL BE CONSTRUCTED III ACCORDANCE N& THESE APPROVED PLANS. ANY DEWA7ON FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OVER ENGINEER AND APPROPRIA7E PUBLIC AGENCIES 19 LOCATONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA7E. FOR DIMENSIONED LOCA IONS OF THESE IMPROVEMEN72; REFER TO THE ARCH1TEC7URAL SITE PLAN. 1MPROWMENT AND STRUCTURE LOCA7ONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20 ALL MANHOLES SHALL BE PER THE CI7Y OF RENTON STANDARDS AND SPEC/FICA77ONS. ALL MANHOLES SHALL HAVE A MIN /MUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE AD ✓U57ED TO KNISH GRADE PR /OR TO FINAL PAVNG OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPAC70 TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER ASIM D- 1557 -70 (MODIRE0 PROCTOR), FOR THE FIRST 71REE FEET ABOVE 71E P /PE. 71E REMAINING BACKFILL MAY BE TO 90X 1F NOT IN AN AREA OF F7/711RE PAVEMENT OR S7RU07URAL FILL. 7R£NCH BACKFILL ANO COMPAC77ON SHALL BE COMPLETED PR /OR TO ]£SING LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6' DIAMETER AND HAVE A MINIMUM SLOPE OF 2 OX PROPERTY/LOT CORNERS ANO /OR BUILDING LOCA77ONS AND RNISH GRADES SHALL BE ESTABLISHED HN THE FIELD PRIOR TO ANY SEWER CON57RLIC7ON. SIDE SEWER 7EE STA7ONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUHLT RECORDS OF ALL SIDE SEWER LOC47ONS. ALL 510E SEWERS SHALL BE TESTED AT THE THE OF MAIN LINE TESTNG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15' 23 WHERE A WATER MAIN CROSSES ABOVE 7HE SANITARY SEWER, AND LESS THAN 30' OF VER7CAL CLEARANCE EXISTS SE79£N THE TOP OF SEWER ANO BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WW7H DUCTLE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF 7HE WATER MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8' DIAMETER AND LARGER) SHALL NOT BE CONSTRU07ED ANY CLOSER THAN 10 fEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25 NEW CONNEC70NS TO EXIS77NG FACILITES SHALL BE SEALED OFF UN77L UPSTREAM COIVSTRIIC77ON IS RIVISHEO. 7ES7E0, CLEANED AND ACCLP70 ALL CONS7RUC70N DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENINC IHE SEAL. ALL TES7NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CONSTRUC70N AND /OR ISSUANCE OF OCCUPANCY PERMITS ENGINEER /5URVEY0R- CER7RED AS -BUHLT DRAWWNGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITES 27. INSTALL FALL RESNA /NT SYSTEM /N ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RE57RA /NT SYSTEM SHALL BE SURETRACT CLIMBING AND FALL PROTEC27ON SY57EM: AS MANUFAC76RE0 BY $HILLER FALL PRO7ECRON' '4 NE 114 SEC. 15, TWF 23 N., RGE. 5 E., W.M. N07ES: 1. 57EPS. TO BE 314" 0 DEFORMED BAR GALVANIZED SAFETY 1. STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC77ONS 2 ARE INSTALLED. CASING TO BE PER DRAWING 5229.' J. AfAI&OLE SEC70NS TO BE OF REINFORCED' PRECAST CONCRETE 4. ALL 101N75 SHALL BE GROUSED. 5. 'SANITARY SEWER MANHOLES SHALL HAVE ALL 1N7ER/OR- SURFACE5 INCLUDING CHANNELING, COA7£0 (SEALED) NTH A HIGH SOLIDS URETHANE CAAING• WASSER MC- CONSEAL OR APPROVED EQUAL, COLOR OF COA77NG SHALL BE WHITE. 6. RUBBER GASKE7ED JOINTS SHALL BE /N CONFORMANCE NTH A57U C -443. 7 CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 77IF INSIDE DIAMETER OF THE LARGEST PIPE. 8 CONNECBONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL 90075 OR APPROVED - EQUAL. $A N/ TARYAfANHOLE TYPICAL DETAIL NOT TO SCALE i 2X 4 ".57UD SERWCE MARKER: PAINT: UPPER POR71ON 017E AND LABEL 'SEWER" WW771 3" HIGH BLACK LETTERS WRAP 9 WWRE AROUND THE PIPE. EXTEND IT MEIN /SH GRADE AND ATTACH IT TO 7HE 2x4" SAID. SIDE SEWER DETAIL-/ NO SCALE 60" ALLOWABLE MAX.' FOR CAST IRON PIPE OR DOCILE NOW PIPE. UT 1.1.5 MIX �y ITM�NG CONCR£lE pNG�O��CK BLOCKING �gE� /SIN 25' MAX.' G� _ _2X MN SLOPE HORIZONTAL 6" SIDE OUTLET TEE T_ SEWER MAIN 1EWER MAIN CONCRETE BLOCKING ANGLE: OF 7EE AT MAIN OVER 25' TYPICAL SIDE SEWER £LEV4 77ON ELEVATON NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATON, WHICHEVER IS LOWER. UNLESS O7H£RM5F APPROVED BY IRE CITY,' MAKE TAP THROUGH CAST IRON SADDLE SECURED M SEWER MAIN WWTH STAINLESS STEEL BANDS WHEN COIVNEC77NG NEW SIDE' SEWERS TO EX/STNG MAIN. 07RIRLD CLAY, PLAIN AND REINFORCED CONCRETE, D.I. PIPE AND C.l. PIPE SEWER MAINS ARE 70 BE CORE ORIULD .,SIDE SEWER DETAIL // NO SCALE ERIC C ego or w "syy� RECOMMENDED FORAPPROI/AL r fct^Ea�o� BY DA 7E• - �i0"^`, ,z& -ob By- DATE• - aPrts 6 -1ST l O BY _DA AE, - 14711. NE 29th Plam Suite 101 NOTE' Bellevue, Washington 98007 T..� /S /`/YIAiP SET OFCDf/STiPOCT�ON O.QAK� /yGS �/oY 425.885.7877 Fax 425.885.7963 fOA? THEPl,4T OF.9/IBfR l.O.f/E /9 A EP,PDOUCT /O.t/ �� DESIGN OF THE DR /G /7✓•4L!Mfl.9RS, fJP/°RQ�ED- t%/UA/EZT Z1� ENGINEERING • PLANNING SURVEYING .4fF/[ 2` 2acr6 12" (iYP) ' MAX. PIPE SIZE - 21" L.D. MANHOLE FRAME AND COVER SEE 6" DRAWING BP29 12" MAX. ~ 25" - AD fJS7MLNT (4" M /N.J RIW .c °. CONE 21" 6" MIN. RUBBER GASKETEO JOINTS IN ACCORDANCE 6° MIN. (TYP) WITH ASTM C -443 6' MIN. -- -� t 4° M /N. STEPS - 314" DEFORMED BAR STEPS SHALL BE INCLUDED 6" BUILDING SEWER PIPE 6- 112- CCRETERISfR BY P /PE INC., OR 7' MN. APPROVED EDUA 1 ea" T EE W77H 6" S/DE OUTER N07ES: 1. 57EPS. TO BE 314" 0 DEFORMED BAR GALVANIZED SAFETY 1. STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC77ONS 2 ARE INSTALLED. CASING TO BE PER DRAWING 5229.' J. AfAI&OLE SEC70NS TO BE OF REINFORCED' PRECAST CONCRETE 4. ALL 101N75 SHALL BE GROUSED. 5. 'SANITARY SEWER MANHOLES SHALL HAVE ALL 1N7ER/OR- SURFACE5 INCLUDING CHANNELING, COA7£0 (SEALED) NTH A HIGH SOLIDS URETHANE CAAING• WASSER MC- CONSEAL OR APPROVED EQUAL, COLOR OF COA77NG SHALL BE WHITE. 6. RUBBER GASKE7ED JOINTS SHALL BE /N CONFORMANCE NTH A57U C -443. 7 CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 77IF INSIDE DIAMETER OF THE LARGEST PIPE. 8 CONNECBONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL 90075 OR APPROVED - EQUAL. $A N/ TARYAfANHOLE TYPICAL DETAIL NOT TO SCALE i 2X 4 ".57UD SERWCE MARKER: PAINT: UPPER POR71ON 017E AND LABEL 'SEWER" WW771 3" HIGH BLACK LETTERS WRAP 9 WWRE AROUND THE PIPE. EXTEND IT MEIN /SH GRADE AND ATTACH IT TO 7HE 2x4" SAID. SIDE SEWER DETAIL-/ NO SCALE 60" ALLOWABLE MAX.' FOR CAST IRON PIPE OR DOCILE NOW PIPE. UT 1.1.5 MIX �y ITM�NG CONCR£lE pNG�O��CK BLOCKING �gE� /SIN 25' MAX.' G� _ _2X MN SLOPE HORIZONTAL 6" SIDE OUTLET TEE T_ SEWER MAIN 1EWER MAIN CONCRETE BLOCKING ANGLE: OF 7EE AT MAIN OVER 25' TYPICAL SIDE SEWER £LEV4 77ON ELEVATON NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATON, WHICHEVER IS LOWER. UNLESS O7H£RM5F APPROVED BY IRE CITY,' MAKE TAP THROUGH CAST IRON SADDLE SECURED M SEWER MAIN WWTH STAINLESS STEEL BANDS WHEN COIVNEC77NG NEW SIDE' SEWERS TO EX/STNG MAIN. 07RIRLD CLAY, PLAIN AND REINFORCED CONCRETE, D.I. PIPE AND C.l. PIPE SEWER MAINS ARE 70 BE CORE ORIULD .,SIDE SEWER DETAIL // NO SCALE ERIC C ego or w "syy� RECOMMENDED FORAPPROI/AL r fct^Ea�o� BY DA 7E• - �i0"^`, ,z& -ob By- DATE• - aPrts 6 -1ST l O BY _DA AE, - 14711. NE 29th Plam Suite 101 NOTE' Bellevue, Washington 98007 T..� /S /`/YIAiP SET OFCDf/STiPOCT�ON O.QAK� /yGS �/oY 425.885.7877 Fax 425.885.7963 fOA? THEPl,4T OF.9/IBfR l.O.f/E /9 A EP,PDOUCT /O.t/ �� DESIGN OF THE DR /G /7✓•4L!Mfl.9RS, fJP/°RQ�ED- t%/UA/EZT Z1� ENGINEERING • PLANNING SURVEYING .4fF/[ 2` 2acr6 12" (iYP) ' MAX. PIPE SIZE - 21" L.D. 47"'L LADDER -STD. ALUMINUM OR GALVANIZED STEEL MORTAR COL 000 SHELF FILLET .c °. m 19 PRECAST BASE SEC77ON OR _ X .CAST IN SHELF. 6" MIN. p 6° MIN. (TYP) N07ES: 1. 57EPS. TO BE 314" 0 DEFORMED BAR GALVANIZED SAFETY 1. STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC77ONS 2 ARE INSTALLED. CASING TO BE PER DRAWING 5229.' J. AfAI&OLE SEC70NS TO BE OF REINFORCED' PRECAST CONCRETE 4. ALL 101N75 SHALL BE GROUSED. 5. 'SANITARY SEWER MANHOLES SHALL HAVE ALL 1N7ER/OR- SURFACE5 INCLUDING CHANNELING, COA7£0 (SEALED) NTH A HIGH SOLIDS URETHANE CAAING• WASSER MC- CONSEAL OR APPROVED EQUAL, COLOR OF COA77NG SHALL BE WHITE. 6. RUBBER GASKE7ED JOINTS SHALL BE /N CONFORMANCE NTH A57U C -443. 7 CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 77IF INSIDE DIAMETER OF THE LARGEST PIPE. 8 CONNECBONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL 90075 OR APPROVED - EQUAL. $A N/ TARYAfANHOLE TYPICAL DETAIL NOT TO SCALE i 2X 4 ".57UD SERWCE MARKER: PAINT: UPPER POR71ON 017E AND LABEL 'SEWER" WW771 3" HIGH BLACK LETTERS WRAP 9 WWRE AROUND THE PIPE. EXTEND IT MEIN /SH GRADE AND ATTACH IT TO 7HE 2x4" SAID. SIDE SEWER DETAIL-/ NO SCALE 60" ALLOWABLE MAX.' FOR CAST IRON PIPE OR DOCILE NOW PIPE. UT 1.1.5 MIX �y ITM�NG CONCR£lE pNG�O��CK BLOCKING �gE� /SIN 25' MAX.' G� _ _2X MN SLOPE HORIZONTAL 6" SIDE OUTLET TEE T_ SEWER MAIN 1EWER MAIN CONCRETE BLOCKING ANGLE: OF 7EE AT MAIN OVER 25' TYPICAL SIDE SEWER £LEV4 77ON ELEVATON NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATON, WHICHEVER IS LOWER. UNLESS O7H£RM5F APPROVED BY IRE CITY,' MAKE TAP THROUGH CAST IRON SADDLE SECURED M SEWER MAIN WWTH STAINLESS STEEL BANDS WHEN COIVNEC77NG NEW SIDE' SEWERS TO EX/STNG MAIN. 07RIRLD CLAY, PLAIN AND REINFORCED CONCRETE, D.I. PIPE AND C.l. PIPE SEWER MAINS ARE 70 BE CORE ORIULD .,SIDE SEWER DETAIL // NO SCALE ERIC C ego or w "syy� RECOMMENDED FORAPPROI/AL r fct^Ea�o� BY DA 7E• - �i0"^`, ,z& -ob By- DATE• - aPrts 6 -1ST l O BY _DA AE, - 14711. NE 29th Plam Suite 101 NOTE' Bellevue, Washington 98007 T..� /S /`/YIAiP SET OFCDf/STiPOCT�ON O.QAK� /yGS �/oY 425.885.7877 Fax 425.885.7963 fOA? THEPl,4T OF.9/IBfR l.O.f/E /9 A EP,PDOUCT /O.t/ �� DESIGN OF THE DR /G /7✓•4L!Mfl.9RS, fJP/°RQ�ED- t%/UA/EZT Z1� ENGINEERING • PLANNING SURVEYING .4fF/[ 2` 2acr6 SA NITA R Y SEWER NOTES & DETAIC 47"'L RYAS E SA NITA R Y SEWER NOTES & DETAIC