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Home My WebLink AboutWWP2703889.2O O mw SEWER GENERAL NOTES 1. ALL WORK AND WORK MATERIALS 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 CONTRACTORS 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 OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 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 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 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 PEA GRAVEL 6" 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, 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2" CLAD *2" CLA CLA MIN MIN MIN IIN IN �- F�- 6.5' MIN. 2 11DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR-05 FOR MINIMUM STANDARDS 6.5' MIN. 1' 1' 2.5' 1' 1' MIN I MIN MIN MINI MIN OF CURB OR OF PAVEMENT * 2" CLASS "B' ACP CLASS "E' OR 'B' 6" CRUSHED SURFACING TOP COURSE ;ENTER LINE OR .ANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED U CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DWG. NAME: HR-23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. °° C- z 27460 e o�FSS �iNALR��G\ 05/02/2016 NO. REVISION SEWER FCC 10-1/2- 1/4°12-1/2® 1„ 2-- 1/4,. t _ A _ 12-3f 4" RECESSED LIFT POCKET 3/4" LETTERING 'SEWER' r 2 _`. A'LLEN t ; BOLT SO;v _EAST 5/6" 11 X 1,5 STAINLESS STEEL REF: PART #00981177 CAST RON RING ANQ COVER Not to Se-u6e FRAME :9'-<n" P IA CTCf 45` (1 /8) BEND V _ n.l SAND Ok EXPANDA-�.F FOAM PIPE MATERIAi. BY THE ENG N_FR S" Ars MAINS SHALL.. HE EAST JORGAN IRON WORKS, INC. No, 3:. -_QUAL. C; EAN OUT SHALL BE A WATER TIGHT ASSEMBLY, 2- IN UNiMIDR, . ,,AS, R A THICK, SOUARE CONCRETE, CLASS 3000, i_AO ARJGhG PW ,O GOVEW I LIBLIC WORKS 1 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN 801 1 HIA IS LUUAL LY SPA., APART EN 2 DIA V NTON SEWER COVER & FRAME PLAN VIEW COVER BOTTOM VIEW 2s' DIA. 1 C3S $L i Slif . !1/81_ 1 E.N HEAD)!; r_ (25-m1 RURBE:R WASHER . , 8 3/4` 2 1/21 E222mm? (64mm) 1 YF` COVER SECTION VIEW A 11/16' C27mml - — 6' _ I t152mm) 1 v/8' A L. CI6ry m7 I 4mmJ I --lb' DIA 694 r,rs] 34 1/6' DIA_ EON BOLTING DETAIL 4 C6nn] `l� C27wR 1 E3mra7 ��, �R3nn7 GASKET GROOVE DETAIL T367rsr,7 �t FRAME SECTION VIEW - BE VOCKIN D PST :S INS. N. S, 0 )At-, L 'OVER FOR �* ` ,IFY C }, SANI TAA ; t; . FLAN — +401 PUBLIC itiQRMANHOLE FRAME AND COVER- DEPARTMENTMANHOLE DEC.EMBER 2008 - __ ----L SURVEYED: HANSON SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED:. BY I DATE I APPR I APPROVED: " � y OF PIPE ZONE �.... Bt 'OR 4! r `O.D. OF PIPE (SEA. NC, � FOU h1 O A-- L t_ � F BEDDING I=OR SANITARY SEWER PIPE i I ADE JNIFORA" SLt( )NOER BARREL. x a'. UNDER : , ",t DES, 3. TO 95 MAX. DENSTY EXCEPT DiREC1LY Y 4, PIPE; INc tATfON SHAL, _ �' TION 7- 08 OF THE `STANOAR, SPED- '.ATICN:,. 5 ZCi^r 11(3J` 5 Mil' AS CN SURE FLOW Is %N 2 09.4 OF THE i STD, PLAN - 40S acna iu PUBLIC WORKS I PIPE BEDDING . DEPARTMENT FOR SANITARY SEWERS I t i :--EX, S WER MA N PROPERTY UN£ SF"O L (LENGTH AS NEEDED) . � I d 8 {' k R 5T'v8E _.-.. r,y I FUTURE 3" SIDE SBwER r a STLO MAPK:NC, POST RANTED �''-SEWIeR MAN TEE X 5" TEE ,S AND #6 YORE STUD AND UP OF THE STUD.. COUPLING (IYP,) I AND COVER I (East I',. a OR APPP - - I _.. ... _ ._...._._.y.._.a i'== - EAGLE TNREAOER ;t..EAN-W! ADAPTER HUB BEND AS PT_LO (OR APPROVED EQUAL) REWIREI rE.Xz5T8Ni: SANITARY SEWER MNN€N.f - — �� FUTURE 4' SIDE SEWER It� _&`. SEWER STUB `-6,X6`X$' WYE T-FFUTURE G"x 4" REDUCER `SEWER MAIN S€ZE X 6" TEE A. VITRfFTD CLA! MAIN CU., IN A. NEW PVC .�' �,T .c COUPONGS (FERNCO O2 - CQVAL). C. CONCRETE MAIN - C LIT IN A NEW PVC "TEE'." USING "« ,-BACK' FLExIiWS COUPLINGS (. RNCO OR APPROvu,, 4. PVC c -:I -',C MAIN :11T IN NEW "EE USING RIQ:l PUNDS ?. COR,r ,.:..LED WITH A ROMAC SADDLE tOP. APPROVED EOUAL). :i, MAN - _i I'0 IV,' f ROW- £OR 'iP'JECs Sail r_"", tfir : 'aNECTiC V A,-.. CXANEC` IQNu .+IAli.. -.T MAC. _ .=FCK-tOVTS - SHALL BC CORE-,I£l tODO Pis MIX - f r^ CON CRETLBLO UN, _ 6" TT 6" WIN, SEVERSEWERVASN MAIN C IE. &Qrft�LANULL UNLLS6 OTr€LRWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A M4NiMuM 2.V COVER At PROPERTY .Al LO*R olAN THE LOWEST SOUSE ELEYAT'.ON, WHICHEVER 15 LOWER, STANDARDSIDE SEWER PUBLIC WORKS EpARTMEItT INSTALLATION (SEWER MAIN TO PROPERTY LINE) STD. Pt QN6 �. _ (�. ram,r� ,:, VERTICAL NAVD 1988 SCALE HORIZONTAL NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I S=388902 RECOMMENDED FOR APPROVAL By L� AIAJIJ;'� Date: 16;_i ' By: N"CI�W«:.. t Date: _C-414ml� By: Date: By: Date: CITY O E SCOTT DONOGH HOMES, INC. 05/02/2016 RENTON SEWER EXTENSION PAGE:OOK: PAGE: SANITARY SEWER DETAILS & NOTES DRAWING NO: Planning/Building/Public Works Dept. 14730 SE 113th STREET SHEET: 2 OF: 2 i W = C m0 �m a) - Nz m z m m m 0 D n 0 00 10 c 1, cn a I Aim c m a. 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