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Home My WebLink AboutWWP2703846.6SE 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. c� 0 m cn z 0 0 O au N i g a C) 0 z W c� 0 Ld Ne g 0 _0 I N Ld O O_ m MIN IMIN MIN MIN IMIN 2" CLAS *2" TO 6" C OR C' --- - - 6.5' MIN. 2" DEPTH OF RIND OR SAWCUT AND REMOVE F -- 6.5' MIN, - 1' 1' 2.5' 1' 1' MIN IN MIN MIN MIN 2" CLASS `B' CRUSHED ROCK, FLOWAE,�L- �� OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR---05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CPPY OF RENTON STANDARD PLANS 1ST DATE: 02/05 1 02/2005 tMOCRED NOTES j07J2CO4 MOC:FlED NOTES DCV I G2 I_ DATE REyisION Y APPR n DWG. NAME: H032-1 SP PAGE: H032.1 MANHOLE FRAME AND COVER PER STD. PLAN 401. ADJUSTMENT RINGS (2" MIN.) , SEE NOTE 4 4 MIN, TO MORTAR JOINT(S) (3/8' MIN.)----... 24•• 12" MAX. xQi SEE NOTE 3 f �I ADAPTOR COLLAR a' i 16» 12' PIPE j PRECAST VALVE RUBBER (MAX_) o GASKET CHAMBER CONE R.C.P. OR zi EQUAL ' m 5" ' P D a a '. � C �. � .. p p lK • aE;- MIN_ _ • 0 . n p . G .p P - .'sp p.. 48 ' - -- L POURED -IN -PLACE BASE NOTES: 1. CASTING SHALL BE PER STD. PLAN 401. 2. CONE SECTION TO BE OF REINFORCED PRECAST CONCRETE. 3. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 4. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED_ 5. 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 WHITE. 6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443_ 7. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 8. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 9, 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. PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.9 DEPARTMENT EXTRA SHALLOW SEPTEMBER 2011. BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART [IN 223 1/16' (566mm) DIA B.C. (SEE DETAIL) SEWER COVER & FRAME.. PLAN VIEW 25' DIA, C635mml 1' _ 3/4' r fC` Smm7 Cl9mm7 �jt_ } i It 8 3/4' 2 1/2' C222mm1 164mmI TYP COVER SECTION VIEW 26 1/2' DIA Cb73mm] j 25 1/4' DIA C641mml 1 1/16' J-1/4' (6mm) DIA 127mm3 i NEOPRENE GASKET 1 6' � 1 ' '152mm2 5/8' I 23 3t8' DIA CL CPEN C16MM3 i594mml 27 5/16' DIA C694mml 34 1/8' DIA COVER BOTTOM VIEW BLT SCC,(ALLEN HEAD) 5/8'-Il X L5 SS RUBBER WASHER EON BOLTING DETAIL 6mm7 I va/mm] 1/8, C3mml CR3^nm: GASKET GROOVE DETAIL C867mm1 NOTES: FRAME SECTION VIEW 1, 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"),. q v` PUBLIC WORKSSTD. FRAME AND COVER STD. PLAN - 401`'+ DEPARTMENTi DECEMBER 2008 7' I NOT TO SCALE 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 CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE !AAX. PIPE SIZE - 'E' CONCRETE SHELT PRECAST BASE SECTION OR CAST IN SHELF. A, <B, 'C, ,D, .E, 48" MH 481. 6" MIN. 5" MIN 2.4" MIN. 21" 1. D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN, 24" I.D. 60" MH 60" 8" MIN. 1 6" MIN. 42" MIN. 30" I.D. 1407ES� 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 40'. 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 OFF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 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 COALING SHALL BE WHITE. 8. RUBBER GASKETED JCINTS SHALL BE IN CONFORMANCE WTH 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 GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MIN?MUM 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. .tiff O STD. PLAN 400.1 p ;+ PUBLIC TiORB9 STANDARD S�III`IIIITARY MANHOLE �= DEPARTMENT -fi0 I SEPTEMBER 2011 1 RECORD DRAWING (AS-BUILTS NO. REVISION 09/29/'17 BY DATE W (SEE NOTE 7)' BEDDING MATERIAL FOR Y{ SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL %f f, BEDDING FOR SANITARY SEWER PIPE LIMITS OF PIPE ZONE bLQIES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL, 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL. TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE: HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5, PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 40S PuBuc WORDS PIPE BEDDING PIp 1t-- �- DEPARTMENT FOR SANITARY SEWERS .�gigg r I PATCHED AREA A A t- COVER I I !{ i I i SEAL 9A377 AR aiEW OR APPRCrVED PLAN I EQUAL AND DRY SANG AFTER PATCH NC N,TS I I Q'.JTS UE D A.-- -- 2 -6' -•- DEPTH 3F CLASS `B I ASPHALT TO BE 2" BELOW BOTTOM OF UPPER RING OR A 3, ApJUSNTE MINIMUM OF B" WHICHEN eR IS GREATER, PDJUxTMENT RING MINI.) ORORTAR JGMT(S) (3/8" MiN(I" SEE M,) NOTE 3 AND "SPECIAL PROVISON BRICKS. SEE NOTE 4 NOTES 1. REMOVE PAVEME14T AND SASE MATERIALS FOR A DISTANCE v ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RING'S,. WHICH IS EQUAL. TO THE DtAMEFER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USWG RISER RINGS OR C ETE SLOCKS PER STO PLAN 4. ADJUSTMENT OF THE FRAME TO GRAf}E SHALL BE ACCOMPILISHED WITH A CO MBINA710N OF ADA STWlENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL SE 2. REPLACE EXCAVATED MATERIAL WITH A MWIMUM OF it OF STAGGERED T4 CREATE A RUNNING SOND OR 112 BOND, THE CLASS W ASPHALT OR TO A DEPTH THAT IS 2' 13EL:OW THE tWE 4F CAMS 13 PROMOr ED, BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER €3R AS APPROVED BY THE ENGINEER. 3i'D.mPLAT - 4t1ti.9� PUBLIC TYPICAL UTILITY COVER Pid4El�IfK DEPARTMENT` A13JUSTMENT FOR PAVEMENT OR 0VFJftLAY CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date DATE RECOMMENDED FOR APPROVAL BY- BY - BY SANITARY SEWER NOTES AND SPECIFICATIONS: 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND 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 ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 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 AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 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 THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 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 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 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 COMPLETION OF CONSTRUCTION. 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 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, AS WELL AS PLACEMENT AND COMPACTION OF THE REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE 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. r S=384608 DALEY-MORROW-POBLETE, INC. R s • Q i�o WASy/ AUBURN, 726 AUBURN WAY N. WASHINGTON � PHONE: 253-333-2200, 98002 FAX: 253-333-2206 `3 I t l ti �o �, 28352 0 �� IFS F0 l S T E`��`\\��`� \ ENGINEERING - SURVEYING LAND PLANNING NA L `\``k incorporated STAMP NOT VALID UNLESS SIGNED do DATED SURVEYED: SCALE: DATE: N/A VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 �� CITY 0 F PRIL 28, 201 DESIGNED: �L ASP RENTON MINDY'S PLACE°�°K DRAWN: PAGEi ASP DRAWING NO: ONE INCH DATUM ASP CHECKED:DATUM AT FULL SCALE Planning/Building/Public Works Dept. SEWER NOTES AND DETAILS 218000NSTAS APPR ASP F NOT ONE INCH U15000278 APPROVED: SCALE ACCORDINGLY SHEET: OF: 3 3 B � E �co .� C c ME K ri �u cn W m rl cl I° a to 'a ico < 'D c a °) . cy ru CT sm G_ z Z C m m D n o O a 00 ao C 3] m