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Home My WebLink AboutS-392316N co 0� co Nt I 0 W Y rr Q In w Q z z u O QH w 0 H O w Q rr J J Q 0 0 N N r-i 0 N N a) E a3 0 0 1n a I a 1n I Ln 0 0 Ln Ln O 0 0 O Z � Lu i� 24"x 24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO M� NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. COVER 6' BELOW STREET GRADE 6" ON 6" Y BRANCH LENGTH VARIES 1/8 BEND STANDARD 6" X MAIN SIZE TEE SEWER MAIN NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE *N[ STD. PLAN - 409 PUBLIC WORKS SIDE SEWER RISER DEPARTMENT CONNECTIONTO SEWER MAIN MARCH 2O08 7' ASBUILT SEWER NOTES AND DETAILS FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON NOT TO SCALE NANHQLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOIN7(5) {3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - FGLYPROPYLLNL SltPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LAD DER- PCILYPR]PYLENE SHALL BE ATTACHED TC MANHOLE MAY. PIPE SIZE CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, A. Ef 0. D' ' Ei 48' MH 48" 6" MIN. 5'MIN 24" MIN. 211. D. 54" MH 54" 8" MIN. 5 5" MIN. 24" MIN. 24" I.D. 60" MH 60" S" Mu G" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS T4 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 SECTION$ TO 9E OF REINFORCED PRECAST CGNORETE. 5. ALL JOINTS 13ETWEEN TIDE CONE, RISER RING'S, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO CRADE 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 PRO.4119_IT'EO. 7_ $ANITARY $EWER MANHOLES SHALL HAVE ALL INTERIQR !?< RFArE$, IIJryLVL)lNC 4�HANMLL]mG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MO-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9, CHANNEL HEIGHT SHALL BE A MINIMUM bF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 1 D. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR--H-SEAL BOOTS OR APPROVED EQUAL. 11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FIN15HE0 GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING5 POURED AT GRADE. IN PANED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS STD. P'L!!N ' �00.1 + DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER ?011 SANITARY 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 WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS 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 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. •Gin "OVER ADJU5TMEN SEE NOTE MORTAR JC SEE NOTE NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE 5ECnONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. FLAN 401. 4. MANHOLE SECTIONS TO BE: OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEN THE CONE, RISER RINGS, BRICKS AND CASTING 'SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR Q I BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 RDND, THE Q5Of $HIM , IS PRQHl�ITEQ. 7. SANITARY SEVVER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CI'1ANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-ARPSHIELD OR APPROVED EQUAL; QOLOR OF COATING SHALL BE WHITE, S. RUDDER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL RE A MINIMUM OF 3/4 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 MINJMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' UTAMETLR CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING - PUBLIC WORKS SANITARY MANHOLE 5'!'CI. PIm - 404.E } DEPARTMENT SHALLOW SEFTEMISER 2011 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 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. 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/11 NO. REVISION BY DATE SURVEYED: BCE DESIGNED: BJT BJT DRAWN: RAG BJT CHECKED: RAG APPR APPROVED: BJT PATCHED AREA A SEAL WTH AR 4CUO 0-P APPRC)VEO --y � EQUAL AND DRY SANG AFTER PL PATLIKING NT5 MORTAR JO�NT(S) (3/8" M-R.) SEE NOTE 3 AND SPECIAL PROMSON �1 ADjoiSIMENT RING (1` M3tq_) ON BRICKS, SEE NOTE 4. SECTIDN A -A N CITE 5 1. RI=MOVE PAVEMENT AND BASE MATERIALS 1"CR ADI5TANCE WHICH 15 ECIUAL TO THE DIAMETER OF THE FRAME PLU5 FOUR FEET. ADJUSTCASTIN3fR.AMETOPAVEMENT SURIFACE USING RISER RINGS OR CONCRETE BLOCK$ PER STD. PLAN 400.1. 2. REPLACE LXCAVATED MATERIAL WITH AMINIMLIV OF8'CF CLASS'S" ASPHALT OR TO A CEP711 THAP IS 2" BELCW THE &C}TTOM OF THE UPPERADJUSTMENT RING WHICHEV€R IS GREATER OR AS APPROYLL] BY THE ENGINLLR PGI64,IC WORKS l' DEPARTMENT 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 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. SCALE: VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 I ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Cl TY OF RENTON Plonning/Building/Public Works Dept. DEPTH ❑F CLASS "B ASPH.AI T TQ BE 2' 11-POW BOTTOM OF THE UPPER ADJUSTMENT RING GR A MINIMUM OF B- WHNCHEVER IS GREATER, 3 ALLJUINT5 BETWEEN THE CONZ. ADJUSTMENT RINGS, BRICKS AND FRAME SHALL BE GROUTED 4 ADJUSTMENT OF THE FRAME TO CJKA�UE S HALL SE ACCOMPUSHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BF, SYAGGER€D TO CREATEA RUINING 64ND OR IM BOND THE I611LOF SHIMS 1S PRCHIMITED. TYPICAL UTILITY COVER ADJUSTMENT FOR PAVEMENT OR OVERLAY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY APPROVED BY 6d- err. w.r1w,�. ease �F� '411423 O FS SIONA L 3-3-/2-0/2-01- 2 (/l 0 U H- Z > Z � O N uj Q c/1 J a J LEI z x < Z w LLJ N J Z Q I-10 (D N N N 00 U Z Z 00 m N cfl r- 00 > Ir z Z Q I I w ui Ln Ln z 3 z Ln N .-.l Ln N Ln Z - Lli } W N Z Ljj N N J 0- - J 2 Q � z DATE = W �R c� DATE V� _ DATE 0 CON DATE SEWER NOTES AND DETAILS D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK MAINVUE WA LLC PAGE: DRAWING NO: 1 1110112TH AVE NE, SUITE 202 ui BELLEVUE, WA 98004 SHEET 60 GF 68 m S-39 12131116