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Home My WebLink AboutS-361320m a s CRY OF RENTON SANRARY SEWER NOTES AND SPECIFICATIONS 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 WSOOT /APWA STANDARDS AND SPECIFICATIONS, AS g APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. (� 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS Q � Li: ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE V PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. g 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE YJ j CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR O LL TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TC SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL i r 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 V W J ADVANCE OF BACKFILLING ALL CONSTRUCTION. ° Z 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF 80 CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION Y N SITE. 04 6. 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 n THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED N o PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. s 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A Q 0 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 Z s? MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF L�-L a THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS 14 NW a' DESCRIBED. I MID 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY o SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS ED OTHERWISE APPROVED BY CITY OF RENTON. 9 w 12. DATUM FOR VERTICAL CONTROL SWILL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, ® �I E AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS c UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. a REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE g SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 5 l A 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON a i w PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE k WSOOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY w 4 OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE x` NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM xo GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY Y DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AN D BELOW THE PIPE. R B$ 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D ^I 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. c 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES (n 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. a n a PL1 SAOR 6V .7 07 of WASHX o M N ME .E 11' g E�EO f, C S o r SAONAL ENV a 6i1sn •3 h r a a 3 p 3 3 ED N V U V U U m F Z 0 z� V) j N 5 w a Z w l N Z o a 1M N N N 00 Z¢ O a 0 W N n S m Z (7) to 00 W Y N Q I I =w K E' Z Z In N N z - _° N Z N CN U 00 te ILL GO r5 S=361320 o" N �prnm z �� 9CON$ ciz I I i SANITARY SEWER NOTES AND DETAILS FOR CANDELA A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE 6" MiN, MAIN ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE EUEVATICN, WHICHEVER IS LOWER. _ -CO'- 2% MIN_ SLOPE HORIZONTAL R MAIN TYPICAL ID SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) APART ON 23 1/16' (586mn) HIA H.G. (SEE DETAIL) W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) ---\ FOUNDATION LEVEL -) LIMITS OF PIPE ZONE 1"-011 OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES 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 MOTH "W" AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO " BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER F001 OF PIPE DIAMETER SHALL NOT BE USED IN THE OACKFILL 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. STD. PLAN - 408.1 A PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS SEPTEMBER 2011 ,n..Tn• COVER & FRAME PLAN VIEW P.� 25' DIN. C635mm1 1' 3i 4. C25mm] CI9mm1 9 3/4' L 23/2' 1222mm1 164mm1 TYP COVER SECTION VIEW DIA 1 1/16' D[A 27nN] GASKET 23 3/8' OIA CL OPEN C594mn1 27 5/16' MIA 1694NnI 34 1/8' MIA C967mml FRAME SECTION VIEW COVER BOTTOM VIEW (3� ) SILT SOC. (ALLEN HEAD) 5/8' -II X 1S SS RUBBER WASHER "L L EON BOLTING DETAIL 1/4' 1 1/16' [6mml [27nm] va• [3mm] fR3mn] GASKET GROOVE DETAIL NOTES L ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER')., OR WATER (SPECIFY "WATER "). PUBLIC WORKS STD' PLAN - 401 DEPARTMENT MANHOLE FRAME. AND COVER DECEMBER 2008 7' i- '81 NOT TO SCALE STD. PLAN - 405 MARCH 2008 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 ASTIJ 0-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. I ' A' PROPERTY LINE i 'D' 48 MH 8" 6" MIN. S"MIN 24" MIN. FUTURE 6" BUILDING 4EWEft PIPE 54" BUILDING SEVER 15.5 " MIN, 24" MIN. .11 Ell D- _ _ 60" MH 60" 1 8" MIN. 'TEE. WMi 6" SIDE OUTLET 1 42" MIN. 611X611X6" WYE 4' STUD MARKING POST PAINTED W WHITE WITH IKE WORD `SEWER" STENCILED a SURFACE EiWWi WITH CAST IRON RING & COVER IN 3 HIGH BLACK LETTERS AND 0 WIRE /EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND 19)5 OR APPROVED EQUAL, E%IENpED TO THE TOP OF THE S1UU. SPECIFY "SEWER' ON LID. SEE STU, PLAN 4011 FOR 8° SIDF SEWER AND RL11ENO SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIOE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS; A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING RUBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL), C. PVC MAIN - CDR!- ORILLEO "IN A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGIO COUPLINGS. D, DUCTILE IRON MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECHONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE- DRILLED. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE 6" MiN, MAIN ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE EUEVATICN, WHICHEVER IS LOWER. _ -CO'- 2% MIN_ SLOPE HORIZONTAL R MAIN TYPICAL ID SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) APART ON 23 1/16' (586mn) HIA H.G. (SEE DETAIL) W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) ---\ FOUNDATION LEVEL -) LIMITS OF PIPE ZONE 1"-011 OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES 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 MOTH "W" AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO " BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER F001 OF PIPE DIAMETER SHALL NOT BE USED IN THE OACKFILL 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. STD. PLAN - 408.1 A PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS SEPTEMBER 2011 ,n..Tn• COVER & FRAME PLAN VIEW P.� 25' DIN. C635mm1 1' 3i 4. C25mm] CI9mm1 9 3/4' L 23/2' 1222mm1 164mm1 TYP COVER SECTION VIEW DIA 1 1/16' D[A 27nN] GASKET 23 3/8' OIA CL OPEN C594mn1 27 5/16' MIA 1694NnI 34 1/8' MIA C967mml FRAME SECTION VIEW COVER BOTTOM VIEW (3� ) SILT SOC. (ALLEN HEAD) 5/8' -II X 1S SS RUBBER WASHER "L L EON BOLTING DETAIL 1/4' 1 1/16' [6mml [27nm] va• [3mm] fR3mn] GASKET GROOVE DETAIL NOTES L ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER')., OR WATER (SPECIFY "WATER "). PUBLIC WORKS STD' PLAN - 401 DEPARTMENT MANHOLE FRAME. AND COVER DECEMBER 2008 7' i- '81 NOT TO SCALE STD. PLAN - 405 MARCH 2008 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 ASTIJ 0-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES; 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION C' ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF USE OF SHIMS IS PR�iII�D,.IS PR�iII��. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WRITE. 8. TH RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WI ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING CPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11, IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 PUBLIC ORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 1/2 PLUG AS DAM rTEE OF APPR NOTE 6 TE SIZE - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES; 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UT6IIY 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 500TS OR APPROVED EQUAL. 5. WITHIN A 60 DIAMETER MANHOLE ME MAXIMUM ALLOWABLE DIAMETER OF TIE 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. "REUNER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF 90TH 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 UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. PUBLIC WORKS INSIDE DROP CONNECTION SM. PLAN - 402.2 DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 RAISE -1/2" J WIDE BORDER 1 PIPE MATERI, BY THE ENG a 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" 12 "/ FIBE PAC 6" OR 8a CLEAN -OUT DETAIL NOT TO SCALE PER AS -BUILT REVISIONS 5 -31 -2013 CHECKED FOR COMPLIANCE TO CITY STANDARDS mil`/\ 5' 1/8) PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. :ONCRETE :LASS 3000 CITY OF RENTON 00 r>EPARTMEIVT OP PUBLIC WORKS SANITARY SEWER NOTES AND DETAILS O co D691pED CP O DATE 8/18/11 FIE ND. LUA 09- DRAWN AJ cm-crm AS WALE FELD B/o�p�( I� PADIS�_ W APFROV® oREGR a was raxxs 81.T CAA OF 32 m I ' A' 'e' 'C' 'D' 48 MH 8" 6" MIN. S"MIN 24" MIN. 21" I.D. 54" MH 54" 1 8" MIN. 15.5 " MIN, 24" MIN. 1 24" I.D. 60" MH 60" 1 8" MIN. 1 6" MIN. 1 42" MIN. 1 30" I.D. NOTES; 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION C' ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF USE OF SHIMS IS PR�iII�D,.IS PR�iII��. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WRITE. 8. TH RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WI ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING CPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11, IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 PUBLIC ORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 1/2 PLUG AS DAM rTEE OF APPR NOTE 6 TE SIZE - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES; 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UT6IIY 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 500TS OR APPROVED EQUAL. 5. WITHIN A 60 DIAMETER MANHOLE ME MAXIMUM ALLOWABLE DIAMETER OF TIE 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. "REUNER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF 90TH 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 UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. PUBLIC WORKS INSIDE DROP CONNECTION SM. PLAN - 402.2 DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 RAISE -1/2" J WIDE BORDER 1 PIPE MATERI, BY THE ENG a 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" 12 "/ FIBE PAC 6" OR 8a CLEAN -OUT DETAIL NOT TO SCALE PER AS -BUILT REVISIONS 5 -31 -2013 CHECKED FOR COMPLIANCE TO CITY STANDARDS mil`/\ 5' 1/8) PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. :ONCRETE :LASS 3000 CITY OF RENTON 00 r>EPARTMEIVT OP PUBLIC WORKS SANITARY SEWER NOTES AND DETAILS O co D691pED CP O DATE 8/18/11 FIE ND. LUA 09- DRAWN AJ cm-crm AS WALE FELD B/o�p�( I� PADIS�_ W APFROV® oREGR a was raxxs 81.T CAA OF 32 m