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Home My WebLink AboutS-361310CiTY OF RENTON SANITARY SEWER NOTES AND SPECIRCATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & O SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES 0 DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE U O PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. g W r 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO S AVOID DAMAGE OR DISTURBANCE. t2L` 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR OO Ill TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR M STARTING CONSTRUCTION. (INSPECTION WILL F BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE Q CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN W ADVANCE OF BACKFILLING ALL CONSTRUCTION. '^ Z m 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF O CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION N SITE. N6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF a THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED o PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. W N z 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A d O 0 LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY [�. TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS 'I}11 -1 2 MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF h W B THE H MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS CL DESCRIBED. V W c 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY �s v SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS 6a m OTHERWISE APPROVED BY CITY OF RENTON. o w c 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS an o UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. ro a REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. r 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE W } �� COMPLETION OF CONSTRUCTION. o� _m 00 1g : 14. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN F" ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON a9� ° PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, a 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 P. J DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND Ha o BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASIA D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE x WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PI I SAO,,? 3 .12 !2 OF W ASX,/ 0 Y } yc a 24661 % N N N �f�s ONA LtEENG`�4, x� �as o 5/25 1 Y Y Y N = z� z UO N o N LO d 4 Z Q Z W v, Ed N 5 X. h m Q 0000 N W Zugg 0 Z m 1000 WZ / Q I I Z17 Z U0 � �� z >W> Ed n 00 W N N SK n m Yvv N N O '� m U U V C N c OpY - Z 3 - a U 3 0= C C W \I �Z S=36' �.. 2 N N � �� d'6, yo" v M N - Z I' GON G SANITARY SEWER NOTES AND DETAILS FOR r r r A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON 2 PLUG AS DAM W (SEE NOTE 4) LIMITS OF PIPE LONE 1/ PROPERTY LINE TEE OF APPROPRIATE. SIZE V -0' T rD•, r. ` 6" BUILDING SEWER PIPE - ,��_--� BUILDING SEWER _� 1 0- BEDDING MATERIAL FOR 1s'xs "xs" wrE �2 "" a" sTUD MARKING POST PAINTED SANITARY SEWER PIPE O.D.. OF PIPE ' 'TEE WIRi 6" SIDE OUTLET rc SURFACE CLEANOUT WITH WMRE W TH THE WHO STENCILED (SEE NOTE 6) CAST IRON RING & COVER IN 3 HIGH BLACK LETTERS AND A6 WIRE WRAPPED L (EAST JORDAN IRON WORKS TENDED TO THE TOP 0 SIVID AND THE STN. 2976. OR APPROVED EQUAL, FOUNDATION LEVEL SPECIFY "SEWER" ON LID, 6° 7 SEE SM. PLAN 403.1 FOR 6" SIDF.c ZER AND BUILDING < R a INSTALLATON) `.S. EE NOTE 6 ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ME AS POLLQWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW WE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). G CONCRETE MAIN - CORE - DRILLED MIN A ROMAC SADDLE (OR APPROVED. EQUAL), C. PVC MAIN - CORE DRILLED WITH A NOMAD SADDLE (Oft APPROVED EQUAL) OR CUT IN A NEW WE USING RIWO COUPLINGS. D.. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE - DRILLED. 60" ALLOWABLE MAX. FOR CAST (RON PIPE OR DUCTILE IRON PIPE, Z 1:3:5 MIX n5 �AHOU CONCRETE }, pF;G pGKXNO BLOCKING ISEWER % MIN SLOPE HORIZONTA SIDE OUTLET TEE SEWER. MAIN 6 MIN. MAW .CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, S1DE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 RE \, SEWER COVER BOTTOM VIEW BEDDING FOR SANITARY SEWER PIPE NONE, 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2, HAND TAMP UNDER. HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTI "W AND TRENCHING OPTIONS THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM f0 "BACKHLLING' IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN '." PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS, 7. PIPE. MUST BE ANCHORED IN SUCH A. MANNER. AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS I PIPE BEDDING STD. PLAN 405 DEPARTMENT FOR SANITARY SEWERS 7' MARCH SINGS MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8° MIN.) SEE NOTE 5 CONE. (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL ,y 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE oCLT E& 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER, 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N-SEAL BOOTS OR APPROVED EQUAL.. 5, WITHIN A 60" DIAMETER MANHOLE, . THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12 ". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A. LARGER DIAMETER MANHOLE. 6, RELINER BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WHIN 6" OF BOTH BELL AND SPIGOT ENDS. OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER, BRACKETS SHALL BE ATTACHED UTIUZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS, PUBLIC WORKS INSIDE DROP CONNECTION I STD. PLAN - 402.2 DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 RAISE -1/2" - WIDE BORDER • • 3/4" INDICO TED S SPACED HT.0 3/4' 1/8" COVER & FRAME "15' ORNAPPROVEDEEQUAL, INC., 1 -1/4" PLAN VIEW 2 (TYP) 25' CIA. LADDER- POLYPROPYLENE C635mm1� t- t3� ) BLT SOC, (ALLEN HEAD> SHALL BE ATTACHED TO MANHOLE 3f4' I25mml 5 /B' i1 k V5 SS RUBBER WASHER MA%. PIPE SIZE - 'E' I B 3/4. 2 v2' CONCRETE SHELF CAST IRON RING AND COVER I ----I- 1222mm3 C64mm] 1.� TYP j COVER SECTION VIEW PRECAST BASE SECTION WL OR cnBT IN SHELF, PIPE MATERIAL AS SPECIFIED BY THE ENGINEER EON BOLTING DETAIL t NOT TO SCALE [641nm1 1 1/16' 1/4' 6mml I` -1/4` (6m m) AS E87mm] 1 [Bimm] NEOPRENE GASKET 6• e' 1 C15r mml [3mn] /8' RSmmJ 5/8' 23 3/8' DIA CL OPEN n6mn1 .. u E594Mm3 I GASKET GROOVE DETAIL 87 5/16" ➢IA -J LBSZmwt NOTES F RA ME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON CO DR INC. No. OR EQUAL, 2. USE FRAME AND COVER FOR STORM TEQUAL, (SPECIFY "DRAIN" COVER), SANITARY (SPECIFY "SEWER "), , OR WATER (SPECIFY "WATER "). PUBLIC WORKS STD. PLAN - 401 DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2046 NOTES. 1 STEPS TO BE POLYPROPYL 2 STEPS ARE TO BEAN PL& 3. CASTING SHALL BE PER S 4. MANHOLE SECTIONS TO BE 5. ALL JOINTS BETWEEN THE e ADJUSTMENT OF THE CAS'. ADJUSTMENT RINGS; BRIOP BOND OR 1/2 BOND. THE 7.. SANITARY SEWER MANHOU COATED (SEALED) ITH A APPROVE EQUAL: COLOR B. RUBBER GASKETED JOINTS 9. CHANNEL HEIGHT SHALL B SECTIONS ARE INSTALLED CAST CONCRETE. BRICKS AND CASTING SHALL BE GROUTED. BE ACCOMPLISHED. WITH A COMBINATION OF BRICKS SHALL BE STAGGERED TO CREATE A RUNNING 10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL APPROVEO EQUAL, 11. IN UNIMPROVED AREAS, MANHOLE$ SHALL EXTEND. A MINIMUM OF 6" AND A MAXI ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT LARGEST PIPE. BOOTS OR MUM OF 12" POURED AT GRADE STD. PLAN - 400.1 SEPTEMBER 2011 :ONCRETE :LASS 3000 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6' OR 8" CLEAN -OUT DETAIL NOT TO SCALE CITY OF RENTON E>EPARTMENT OP P C UBLI WORKS CHECKED FOR COMPLIANCE TO CITY STANDARDS SANITARY SEWER NOTES AND DETAILS DESIGNED CP DRAWN AJ I DATE 6/18/17 FAE NO, LUA OS- CHECKED AS SCALE FIELD B/O►O /K�/� PA /JCE_ APPROVED PIRG P IE PUBLIC xoflfls SHEET C32 OF 32 OD r z III 0 Im 1I AS 'A' 'B' I 'C' I 'd I 'E' 48" MH 1 48" 8" MIN. I 5 "MIN 24" MIN. 2Y' I.D. 84" MH 54" 1 B" MIN. 5.5" MIN. 1 24" MIN. 1 24' I.D. 60" MH 60" 1 8" MIN, 1 6" MIN. 1 42" MIN, I SO LD NOTES. 1 STEPS TO BE POLYPROPYL 2 STEPS ARE TO BEAN PL& 3. CASTING SHALL BE PER S 4. MANHOLE SECTIONS TO BE 5. ALL JOINTS BETWEEN THE e ADJUSTMENT OF THE CAS'. ADJUSTMENT RINGS; BRIOP BOND OR 1/2 BOND. THE 7.. SANITARY SEWER MANHOU COATED (SEALED) ITH A APPROVE EQUAL: COLOR B. RUBBER GASKETED JOINTS 9. CHANNEL HEIGHT SHALL B SECTIONS ARE INSTALLED CAST CONCRETE. BRICKS AND CASTING SHALL BE GROUTED. BE ACCOMPLISHED. WITH A COMBINATION OF BRICKS SHALL BE STAGGERED TO CREATE A RUNNING 10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL APPROVEO EQUAL, 11. IN UNIMPROVED AREAS, MANHOLE$ SHALL EXTEND. A MINIMUM OF 6" AND A MAXI ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT LARGEST PIPE. BOOTS OR MUM OF 12" POURED AT GRADE STD. PLAN - 400.1 SEPTEMBER 2011 :ONCRETE :LASS 3000 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6' OR 8" CLEAN -OUT DETAIL NOT TO SCALE CITY OF RENTON E>EPARTMENT OP P C UBLI WORKS CHECKED FOR COMPLIANCE TO CITY STANDARDS SANITARY SEWER NOTES AND DETAILS DESIGNED CP DRAWN AJ I DATE 6/18/17 FAE NO, LUA OS- CHECKED AS SCALE FIELD B/O►O /K�/� PA /JCE_ APPROVED PIRG P IE PUBLIC xoflfls SHEET C32 OF 32 OD r z III 0 Im 1I AS