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Home My WebLink AboutS-327809E a ti 0 M Ln 0 N N ion 3; a °o i mmm J 8 Z � Z i Alb. Ak ffitff Z? Q a ��N 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE L /M17ED TO'8.•30 AM TO 3.•30 PM ON ASEKDAY.S UNLESS z 0 OTHERWISE APPROVED- IN WRI77NO BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, W DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE. Z W Z W LS g . Ci L4 W 2 U' 0 N 0 W Y 0 0 V 4. ALL LOCA7ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY t w W W W Q 0 0 0 o `o �3v;�S 6 CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE i�3c3 SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION S( If 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. c" PLANS. a 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVERI CONSTRUCTION lS IN PROGRESS. z MORTAR 0 W 0 W 2- W 2- W o o�o�olol m ^IIN 11-,1 '14.11,11 SA NITA R Y SEWER NO TES 1/2, SEC. L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 5PECIFlCA77ONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LA7FST EDI77ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE L /M17ED TO'8.•30 AM TO 3.•30 PM ON ASEKDAY.S UNLESS z 0 OTHERWISE APPROVED- IN WRI77NO BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE. Z W Z W Z W Z W Z W w 4. ALL LOCA7ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY t 5 A PRE- CONSIRUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR771VG NEW � 0 0 0 0 0 �3v;�S 6 CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE i�3c3 SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION S( If 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 DEPARTMENT SHALL TAKE PRECEDENCE- OVER ALL OTHER PLANS. a 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVERI CONSTRUCTION lS IN PROGRESS. z MORTAR 0 W 0 W 2- W 2- W W 0 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LA YER TO 959' OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAME7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS17NG TRAVELED ROADWAY SHALL BE RACKFILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXIS17NO ASPHAL T SHALL BE NEATLINE CUT WITH A SAW IN A 6 CON17N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA TEL i' AFTER BACKFILL AND COMPACTION. A ^IIN 11-,1 '14.11,11 SA NITA R Y SEWER NO TES 1/2, SEC. L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 5PECIFlCA77ONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LA7FST EDI77ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE L /M17ED TO'8.•30 AM TO 3.•30 PM ON ASEKDAY.S UNLESS OTHERWISE APPROVED- IN WRI77NO BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE. 3. ALL CONSTRUC7ION SHALL BE IN ACCORDANCE W/TH "STANDARD SPECIRCA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA 7E CHAPTER AMERICAN PUBLIC WORKS ASSOC /A77ON (APWA), LATEST ED177ON AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCA7ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 77E TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DIS7URBANCE. 5 A PRE- CONSIRUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR771VG NEW CONS7RUC77ON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE A, LL NECESSARY PERMITS PRIOR TO STAR77NO CONS7RUC770N. JNSPEC7701V W/LL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CI7Y OF RENTON). IT SHALL BE THE CONTRACTORS R SPONS/BILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF SACKF /LLING ALL CON57RUC77ON. 6 CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION S( If 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 DEPARTMENT SHALL TAKE PRECEDENCE- OVER ALL OTHER PLANS. 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVERI CONSTRUCTION lS IN PROGRESS. MORTAR 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUIL T DRAWING OF THE SANITARY SEWER SYSTEM FILLET WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDcS OF THE PIPE IN LAYERS WITH A LOOSE A6RAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LA YER TO 959' OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAME7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS17NG TRAVELED ROADWAY SHALL BE RACKFILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXIS17NO ASPHAL T SHALL BE NEATLINE CUT WITH A SAW IN A 6 CON17N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA TEL i' AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITH1,1 10 DAYS AND SHALL SE PER CURRENT CITY OF RENTON STANDARDS. 13 DA7UM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 1983/1991 (,1EIfRS) 14. ALL DIS7URSED AREAS SHALL BE SEEDED AND MULCHED OR 0 THER P✓ISE STABILIZED TO THE SATISFACTION OF THE DEPARIME'VT FOR THE PREVEN7ON OF ON -SITE EROSION AFTER ?HE COMPLETION OF CONSTRUCTION. 1 15 ALL PIPE AND APPURIFNANCES SHAL._ 6z LAID ON A PROPERL Y PREPARED FOUNDA 17CIV IN ACCORDANCE WITH SEC17ON 7- 02.3(1) OF THE CURRENT STA If OF WASHINGTON STANDARD SPECIRCA 1701VS FOR ROAD AND BRIDGE CONSIRUC70N. THIS SHALL INCLUDE NECESSARY LEVELING OF 77T 'BENCH BOTTOM OR THE TOP OF THE FOUNDA70N MATERAL AS WELL - AS PLACEMENT AND COMPACTION OF REQG,20 BEDDING MATERIAL TO Ult:'FORM GRADE SO THAT THE EN7I1E LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORML Y DENSE UNYIELDING B/!SE: PIPE BEDDING SHALL BE PEA GRA VEL 6" ABOVE AND BELOW 77E PIPE. 16. SANITARY SEMER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETSD ASTM D 3034, S,)R 35; C900, OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC17LE IRON PIPE CONFORM /NG TO LATEST R WSION OF AWWA C110 & C111, THICKNESS CL. 52. 17 IN UNIMPROVED AREAS, MANHOLE T( EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 19" ABOVE FNISHED GRADE. IN PA 1/ED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS -0 MA TCH P.414NG. 18 ALL SANITARY SEWER IMPROVEMENTS SHALL BE C0NS7RUC7ED IN ACCORDANCE WITH THESE APPROVED FANS. ANY DEWA 170N FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIA 1F PUBLIC AGENCIES. 1 � L OCA 17ONS Of - ROADWA YS, BUILDINGS ANO PARKING AREAS SHOWN HEREON ARE APPROXIMA TF FOR DIMENSIONED LOCA1ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROtEMENT AND STRUCTURE LOCA1ONS SHALL BE FIELD SET BY THE ENGINEER AS rEQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A M /NIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS S: -ALL BE ADJUSTED TO FINISH GRADE PRIOP TO FINAL PAVING OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 959' OF THE MAXIMUM DRY DENSITY' F'�_k ASTM D- 1557 -70 (MGDIFIEJ PROCTOR), FOR THE FIRST THREE FLET ABOVE THE PIPE. 17:E REMAINING BACKFILL MAY BE 70 x`09 IF NOT IN AN AREA OF FUTURE PA VEMENT OR STRUC7URAL FILL. 7RENCH BACKFILL AND COMPACTION SHALL BE COMPLE D PRIOR TO T 577NC LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.01 PROPERTY /L.OT CORNERS AND10" BUILDING LOCATIONS AND FINISH GRADES :SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUC770N. SIDE SEWER TTZ STA DONS ARE REFERENCED FROM INE NEAkEST DOWNSTREAM MANHG L: THE CON77MCTOR SHALL MAINTAIN ACCURAIF AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDF SEWERS SHALL BE TESTED AT THE 77ME OF MAIN LINE 7ES77NG. PIPE MATERIAL SHALL BE 0900 FOR DEPTHS JVER 15' 23. ,.?SERE A WATER MAIN CROSSES ABOVE THE SAN ITARY SEWER, AND LESS THAN 3'0" JF VER77CAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MA /N, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE EATER kAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRL�CIED ANY CLO, E? THAN 10 FEET TO ANY BUILDNG OR 5 FEET TO ANY CARPORT. 101 23N., RGE. 5 E, , M. MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETTD JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR SIFPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -S7D. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SEC77ON OR CAST IN SHELF. NOTES.• STEPS TO BE 314" 0 DEFORMED BAR GAL V4NIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC77ONS ARE INSTALLED 3. C1 S77NG- TO BE PER DRAWNG BR2 -' 4. MANHOLE SEC7701VS TO BE OF REINFORCED i�'RECAST CONCRETE 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATTWO, WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR CF COA77NG SHALL BE WH17F 7. RUBBER GASKETFD JOINTS SHALL BE IN CONFORMAN ^E WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. COIVNEC77ONS TO MAN'IOLE SrIALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARYMANHOLE TYPICAL DETAIL NO SCALE 1/2 PLUG AS neii 25. NEW CONNEC77ONS TO EXISRNG FACIL177ES SHALL BE SEALED OFF UN77L UPSTREAM CONS7RUC770t.' IS FIN /SHED, TESTED, STAINLESS CLEANED AND ACCEPTED. ALL CONSIRUCIIOPJ DEER /S AND WATER SHALL BE REMOVED PRIOR TO OPE, ":' <NG THE SEAL. ALL STEEL STRAPS 1TS77NG SHALL BE IN THE PRESENCE OF, I CITY OF RENTON INSPECTOR. 26. PRIOR TO ACCFPTANCE OF COIVSTROC77ON AND /OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURVEYOR- CER77F✓ED AS -BUIL T DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILI77ES. 27. INSTALL FALL RESTRAINT SY57FU IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURE7RACT CLIMBING AND FALL PROTEC770N SYSTEM; AS MANUFACTURED BY VILLER FALL PR07EC77ON" 8" 7FE �. NOTES- 1. ALL PIPE SHALL BE SIMILAR MA ]TRIAL AS MAINLINE. 2 STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM SPACING OF 18" STRAPS SHALL BE ATTACHED U77LIZING STAINLESS SIEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNEC77ON POINTS. 3. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS THE OP77ON OF ALSO USING AN OUTSIDE DROP PER C.O.R. 57D. PLAN B075 i NO SCALE R/W I 10' MIN. I 6" BUILDING SEWER PIPE I TEE WITH 6" SIDE OUIZET I CLEANOUT -SEE DETAIL LEFT 2 "x 4" STUD SERVICE MARKER PAINT UPPER POR77ON WHITE AND LABEL "SEWER" WITH 3" HIGH BLACK LETTERS WRAP 16 W/RE AROUND THE PIPE, EX7FND IT TO FINISH GRADE AND ATTACH IT TO THE 2x4" S7UD. SIDE SEWER DETAIL-/ NO SCALE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1.•3.•5 MlX CONCREIF �`° 00T BLOCKING /�P�,. 25 / PNG�E W►0�KING M ►N MAX. GREG 6 CON ' V /N SLOPE_ \-/ 6" SIDE CU7LFT TEE T SEWER MAIN � zsH E ER MA // CONCRETE BLOCKING ;ANGLE' OF 7FE AT MA /N OVER 25' TYPICAL SIDE 5EWc,? ELEVA.70N ELEVA 77ON i momm ■ mm I,, ml ffil 1 -1/4'1 111 112,, r-2" 7„ 7 -3 4" 8" 15" CAST IRON RING AND COVER NOTE UNLESS OIHERWSF_ SHOWN ON P! AN, SIDE SEWER SHALL HA VE A MINIMUM 4 COVER AT PRO, "LRTY' LINE OR 3-5'j LOWER THAN THE LOWEST HOUSE ELEVA770N, WHICHEVER IS LOl4En'. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CASi- IRON SAD&t SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNEC77NG NEW SIDE SEWERS TO EXIS77NG MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED !CONCRETE, D.L RIPE AND Cl.. PIPE SEWER MAINS ARE' TO BE CORE DRILLED SIDE SEWER DETAIL -# NO SCALE 3/4 "SQUARES SPACED 3/4" AS INDICATED HT. 1/8" 1/2" 1T RAISE -1/2" WIDE BORDER NOIF IN UNIMPROVED AREAS POUR It 0" THICK 2'O" SQUARE CONCRE7F CLASS 3000, 'PAD AROUND RING AND COVER. IN ASPHAL T ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWNG BR36 5 /g» 2 -, PIPE MATERIAL AS SPECIFIED BY THE ENGINEER �I 1 10 12 it - FIBER 0 /NT - PACKING 45'(118) BEND -� 6 INCH OR 8 INCH CLEAN -OUT C. O.R. STD DWG. BW -18B NO SCALE 9, n„ I) I PLUG TO BE SEALED --n-- IN SAME MANNER AS MAIN SEWER JO /NIS.' s 3 w CONCREIF CLASS 3000 4 -3/4" 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 C5.31 R a rn CD d °y o Z �rn o� C 0 N