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Home My WebLink AboutS-324612REVISIONS no SEC. 15, TWP. 23 N., RNG. 5 E:, W M. n M NOTES- SANITARY SEWER NOTES t. •n eewn a,m ne xww E"way c.m Ha an. z w mMpm.a a«A aow a t' -r mW 2-o' +wr• 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF q q' a a... m1 nom, Qa.. a• :w me '• .. RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, i. .n.e,00a,•rL rowan er ame>a aroi awtio eaia 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LiMITED TO 8:30 A.M. TO 3:30 PM ON WEEKDAYS r a Z W UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT (425) 430 -7200. ALL ® 0 STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. co 0 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS r1 Z CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), FL Q/� LATEST EDI7iON AND CITY OF RENTON STANDARD SPECIFICATIONS. " J 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S u'r'BI Q RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. B B c W 5. A PRECONSTRUCTiON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW • 2 J 0 CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO I � N Dm- STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) i{-.: ° ` " N «fir 'fit. 6Fl W IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS W ADVANCE OF DTI 1 UIL BACKFILLING ALL CONSTRUCTION. SI; r �• W W(1) 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. £' CE us. as A.,a .,n � o •c sEyc� aucro eEsEUm Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS was ToyALE N F PRIOR TO ANY CONSTRUCTION. LZ J s w w. Q8. PLANS APPROVED BY. THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER <. PLANS. � " ADOI'TeO ... 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. R INCH OR 8 INCH f TWANOUT w N a _ _ -CON 29 MIN SLOPE 6" BUILDING SEWER PIPE 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.09 PROPERTY / LOT i - - - CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY HORIZONTAL r 6" SIDE OUTLET TEE to SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE SEWER MAIN r CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SEWER MAIN TEE WITH 6" SIDE OUTLET 11 10. THE CONTRACTOR 'SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER � - td LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. XN `o J ¢ SYSTEM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. awc. a ac g" °• s °' " ` a°" w BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR ELEVATION 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 J bA Cp A 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 AND LANDSCAPING, 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER i:3: 5 MIX hh LL Z � q c s._ 0 0 p INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE F PIP E N EACH SIDE OF THE PIPE OR TO THE SIDE OF THE COMPACTED LAYERS MUST EXTEND OR ONE E DIAMETER 0 A OF THE WATER MAIN CROSSING. MANHOLE FRAME AND COVER SEE U o E U 3a CONCREiE P }• � TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED: : I 6° DRAwtNG BR29 (SP PAGE 8074) 'A' 'B' 'C' 48' MH 48" 6-MIN. 5 "MIN 24 "MIN. 21 "1.D. rZ. ° = 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE 13ACKFILLED WITH BLOCKING MtN 2 "� v � 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.O. w ZUi =a 0 CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEA1LIIvE CUT W111 -1 12" MAX. ADJUSTMENT (4" MIN.) 60` MH 60" 6" MIN.' 6" MIN.. 42" MIN. 30" LD. >� a U � : �E... SAW IN A. CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND o . i CONE o r COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF CONCRETE, DI PIPE AND CI PIPE SEWER MAINS " NOTES: a 26, PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - ° ADOPTED ARE TO BE CORE DRILLED ` CURRENT CITY OF RENTON STANDARDS. a 0 RUBBER GASKETED JOINTS IN CERTIFIED AS BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. crrr of RENTON 1 Standard plans 27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT 1ST DATE: 12196 SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM ", AS MANUFACTURED BY "MILLER FALL ACCORDANCE VA7H ASTM C -443 1. STEPS TO BE 314" 0 DEFORMED BAR .GALVANIZED SAFETY STEPS OR EQUAL. > 13. DATUM SHALL BE CITY OF RENTON, NAVD 1988 (METERS) AND NAD 198311991 (METERS). c' -BAR 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED, cnI �. - '� a, 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SARSFACi10N OF THE STEPS -: 3/4" DEFORMED STEPS SHALL BE INCLUDED J. CASTING TO BE PER DRAWING BR29. o o y a� DEPARTMENT FOR THE PREVENTION. OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 6 -112" CONCRETE RISER BY PIPE INC., 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE, 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 7' MIN. ,A. OR APPROVED EQUAL 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES; INCLUDING ." wm CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE. TOP OF THE L CHANNELING, COATED (SEALED) W1TH A HIGH SOLOS URETHANE GoHALL wassER Mc- coNSeAL OR APPROVED EQUAL; COLOR of connrlc SHALL BE WHITE. QZ 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. 12 "�) MAX.. PIPE SIZE- 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443, PIPE BEDDING SHALL BE PEA GRAVEL 6° ABOVE AND BELOW THE PIPE LADDER STD. ALUMINUM OR GALVANIZED STEEL S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D- 3034, -SDR 35, SDR, C900 MORTAR FILLET CONCRETE SHELF 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR = OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52. . ' i$- PRECAST BASE SECTION APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" OR CAST IN SHELF. CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. W Z 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. ALL MANHOLES SHALL HAVE LOCKING B Z LIDS. 6 "MIN. (TYP) CITY OF RENTON ' 4O� < < N 18, ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY E OWNER, .GINEr., AND -AP,�RO RIAjEc „�LIC- DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE crv�rrvcuc nrvu Arr cor aA�c rvau� ,. SANITARY MANHOLE TYPICAL DETAIL NT Standard plans LST DATE, 04/03 AGENCIES. NOT TO SCALE SANITARY MANHOLE TYPICAL DETAIL 19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED � DWG. NAME : BR28 SP PAGE : 8071 w N a _ _ -CON 29 MIN SLOPE 6" BUILDING SEWER PIPE 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.09 PROPERTY / LOT i - - - CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY HORIZONTAL r 6" SIDE OUTLET TEE to SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE SEWER MAIN r CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SEWER MAIN TEE WITH 6" SIDE OUTLET 11 0 Z a° � - td LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. XN V) r J ¢ 0 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALLMANHOLES SHALL HAVE z w BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR ELEVATION (Wi R ^ 91D3cw J bA Cp A 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 AND LANDSCAPING, 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER i:3: 5 MIX hh 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON' PIPE �p�tONG p OF THE WATER MAIN CROSSING. Q_ U MAY BE T0590 %�F(NO�I IN AN AREA OF F� TURE PAVEMENT ORFSiRUCTURALT THE TRENCH BACKFILL L ANDCKFILL CONCREiE P }• � /P O�Eg�OGK I z 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET MAKE TAP THROUGH CAST IRON SADDLE SECURED TO ANY BUILDING OR 5 FEET TO ANY CARPORT. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM TO SEWER MAIN WITH STAINLESS STEEL BANDS COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. BLOCKING MtN 2 PX. 6 tl OR �E w N a _ _ -CON 29 MIN SLOPE 6" BUILDING SEWER PIPE 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.09 PROPERTY / LOT i - - - CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY HORIZONTAL r 6" SIDE OUTLET TEE to SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE SEWER MAIN r CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SEWER MAIN TEE WITH 6" SIDE OUTLET 11 PROPERTY LINE - I 6' -0" o FUTURE BUILDING SEWER M- - - - -- 2) rl ti w 0 a 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD, SIDE SEWER DETAIL CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date RECOMMENDED FOR APPROVAL BY: BY: �O U1 uj 0) r n > Q 00 OD 00 Go - W JOZN ^coi O OZ X N LO mi ww1N�QN�W � is CL L:s my Cd • rl • rl W A O rW V/ r Q Z _W JW I. Wa: Z � it - m N N � - td SHALL BE TESTED AT THE 77ME OF MAIN LINE TESTING, PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 6 MIN. XN V) r CONCEE BLOCKING TYPICAL SIDE SEWER ELEVATION ANGLE 23. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0 OF VERTICAL CLEARANCE EXISTS R'T' OR :TEE AT MAIM OVER 25 H z w BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR ELEVATION (Wi R ^ 91D3cw bA Cp RECONSTRUCTED WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE Wtt�~0 p OF THE WATER MAIN CROSSING. U NOTE.- UNLESS OTHERWISE APPROVED BY THE CITY, z 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET MAKE TAP THROUGH CAST IRON SADDLE SECURED TO ANY BUILDING OR 5 FEET TO ANY CARPORT. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM TO SEWER MAIN WITH STAINLESS STEEL BANDS w Z 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE WHEN CONNECTING NEW SIDE SEWERS TO EXISTING 0� 0 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, ELEVATION, WHICHEVER IS LOWER. MAIN. , t^ TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING o w THE SEAL, ALL TESTING SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. VITRIFIED CLAY, PLAIN AND REINFORCED r CONCRETE, DI PIPE AND CI PIPE SEWER MAINS 0 26, PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - ° ADOPTED ARE TO BE CORE DRILLED ` a 0 CERTIFIED AS BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. crrr of RENTON 1 Standard plans 27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT 1ST DATE: 12196 SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM ", AS MANUFACTURED BY "MILLER FALL > TE STANDARD SIDE SEWER INSTALLATION PROPERTY LINE - I 6' -0" o FUTURE BUILDING SEWER M- - - - -- 2) rl ti w 0 a 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD, SIDE SEWER DETAIL CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date RECOMMENDED FOR APPROVAL BY: BY: �O U1 uj 0) r n > Q 00 OD 00 Go - W JOZN ^coi O OZ X N LO mi ww1N�QN�W � is CL L:s my Cd • rl • rl W A O rW V/ r Q Z _W JW I. Wa: Z � it N I - m N N � - td XN H a� p w J m01 (Wi R ^ 91D3cw bA Cp Wtt�~0 it IL 9 w i Uw N I - m N N � - td XN H J OT w J m01 (Wi R ^ 91D3cw 2}�uj d. Wtt�~0 it IL 9 w i PROJECT NO.: O DRAWN BY: AA /JGC ISSUE DATE: 03 -07-05 SHEET REV.: 06 -13-05 SANITARY SEWER DETAILS AND NOTES 02054DT04 -C31 _ C31 ,CANNED OCT 2 8 2005 I A�.. 9