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HomeMy WebLinkAboutWWP2703596.4NW 1/4 OF SEC. 13, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA 7:r MANHOLE FRAME AND QCIVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE MORTAR-jCINT(S), (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RU>E1DrR GASKETEO JOINTS IN ACCORDANCE WITH ASTM C-.44 STEPS, — POL?PPOPYLENE STEPS ;HALL. BE INa.UDED ONCREIE RISER BY PIPE INC.. OR A PRCVEC EQUAL LADDER POLYPROPYLENE SMALL BE ,ATTACHED TO MANHOL€. MAK PIPE 512E — ,F. CONCRETE SHELF ,.; •, - — PRECAST BASE SECTION OR CAST IN SHELF, NOT TO SCALE .A, ,�, 48„ MH 48" 6" MIN.. 5"M€N 24" MIN. 21" 1.1D. _._ ........... .------ - .. ....... ......_ _.......... m ._................. 54" BAH 54 8" MIN 5, 5" MIN. 24" MIN. 24" 1.D. Ex�7"IH Er0" 8" MIN. 6" MIN, 42" MIN, 30" I.G. 1. STEPS TO HE POLYPROPYLENE SAFETY STEPS. 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE. SECTIONS ARE INSTALLED. 1 CASTING SHAL. BE PER SM. PLAN 4CI. 4. MANHOLE SECTIONS TO BE OE" REINFORCED PRECAST CONr,`RE,TE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALI RE GROUTED. 6. ADJUSTMENT OF THE CAZ71ING TO GRACE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR 9HIl BRICKS 5HIALL BE STAGGERED TO CREATE A RiIMNING BOND OR 1 J'2 801 ZHE USE OF SHIMS IS 'PROHIB17E[1 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED ,sEALEID) WTH A NIGH SOLIDS URETHANE COATII+iG, 1WASSER MC---ARb5HIELb OR APPROVED EQUAL; COLOR OF ;'CATING SHALL BE WHITE, 93 RUBBER GASKETED JOINTS SHAE SE IN CONFORM?.I WITH ASTV C-443, 9. CHANNEL HI SHALL BE A MINIMUM OF 3/4 OF THE kNStPE DIANIFTER OF THE.. LARGEST PIPE. IC, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KCR-N-SEAL ROOTS OR A?PROVED EQUAL. 1':. MANHOLE'S EQUAL TO AND GREATER THAN 2D FEET 'DEEP SHALL HAVE A MINIMUM DIAMETER OF HC*AND HAVE h, "SU'RETRACK" CUMBING AND FALL PROTECTION SYSTEM INSTALLED. -` - SM. FILM— I.� I PI7BLrC TS''CiRFCc EPAR'"M +1T STANDARD SANITARY MANHOLE MARCH 2008 1. C`.'ILaI : E tI .. Iia1 } 1 F, H :?...%.. 3..,CH, Ll A: I BEDC G MAE RI: -AL TO 9;;"_, µ N S,' E {..E a? _,...._ A.:R € IPE- I-Nv, t n L RE I P. _ tA'I-ERIIAL. € r F IOW s ryI 1 ik ` 8ACKFILLi DRAI S A ro IF ¢ CI ::;:[ s:'7 ..eF.i.'E€C3tI :)r.. '�. 5."'.. PIUST PC 9. PLO . I UR11It= ,IrO1I17R PIPE DIEDDINCr FOR SANITARY $E'YIfERS MARCH >;:DElz? TERRAFORMA o °FAG S 359604 SEAL WITH AR 40DO GR APPROVED EQUAL AND DRY SAME) AFTER PATCHING PATCHED AREA PLAN N TS 2" ASPHALT CLASS"I3" OR AS APPROVED BY THE ENGINEFP. CONCRETE SECTION ,A —A REMOVE PAVDAENT ANU BASE MATERIALS FOR A DISTANCI WIrtICH IS EQUAL TO THE CIAMETEIR OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMEN''r SURFACE USING RISER RINGS DR CONCRETE SLDCKS PER ST6. PLAN 400-1. REPLACE ALL 9UT TDP 2" OF EXCAVATED MATERIAL W-rH CLASS 3000 CONCRFTIR (3/4). FINISH PAVEMEI SURFACE 07H 2" OF ASPHALT CLASS "B OR AS APPROVED BY THE ENGINEER, PUSi.TC WORKS DEPARTMENT BLILD190i SFWFR PIPE II E" SIDE OUTLET TYPICAL UTILITY COVER AISJI,ISTMENT FOR PAVEMENT OR OVERLAY BTD. PLAIT 400.4 MARCH 20015 PROPER r( LINE s' FUTURE j BUILDING SEINER: t1 �t3"X8*)(6" N'rE 2"x 4" MID MARKING POST PAINTED SLIRFA.CE CLEANOU'' W71A IIIII E WTIi THE WORD `SEYiER' =NCILED CAST IRDN RING do COVER IN 3" HIGH BLAOK LETTERS AND #e WIRE W (SEE STD. DRW 403 °I) WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF' THE STUD c� S" :ODE SAE ft ANil WILDING MWER ACCEPTABLE PROCEDURES FOR S I SEWER CONNECTIONS TO MAIN LINE'S ARE AS FOLLOW# A. VI791PED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE CDUIPLINGS (FFRNCO OR APPROVED EG+UALi, ©. CONCRETE MAIN - SCORE --DRILLED WITH A ROMAC SADDLE (OR APPROVED EDUAL), L`, PVC MAIN - CORE -DRILLED NIH A ROMAC SADDLE (OR APPROVED EXIAL) OR --LT IN A NEN TEE USING RIUTD COUPLINGS:. D. DUCTILE IRON MAIN CORE DRILLED WITH A ROMAC SADDLE IOFI APPROVED EQUAL) G. MANHOLE CDNNECTION ALL CONNECTIONS TO MANHOLES SHALL BE A' MANUFACTURED KNi]CK-OUTS OR 'HE STRUCTURE SHALL BE CORE -DRILLED, r sp" ALLOWABLE MAX, J FOR CAST IRON PIPE r OR DUCTILE IRON PIPE. I S .. � 4 CONCRETE � BL4CI41NG 2 Q MIN SLOPE 6" SIDE OUTLET TEE T -SEWER 6" MIN, MAIN CONCRETE BLOCKfNG ANGLE OF TES Al MAIN QtER 25 ELEVATION hli�TE; UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A M1INiMUM 2.5' COVER AT PROPERTY LINE OR 0— 5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. HORIZONTAL R VAIN T7`P1CAL 51!DE SaLVJEL3_ELEY'A-'s 0 PU�LiC WORKS STANDARDS1011 SEMR DEPARTMENT INSTALLATION' (SEMfER MAIN TO PROPERTY LINE) 3/ 16/ 11 3TI1. PLAIT -4w.1 MARCH 2010 DI 5 B.C.i E' �,J:L<' "•v RENTO t '�.._��� EII i1'! COVER BOTTOM VIEW COWER & FRAME PLAN VIEW h 3� -4 --Y j .,,r... COVER SECTION VIEW ALL 90' TURNS MALL BE ACcaMPi,]SHEtT 9Y MEANS OF A W E AND 45' BEII TWO 4� OLNUS SHALL 4 T BE ACCEPTABLE. 4" BEND AS III (ND MORE THAN 4V BEND). EYMY 2ND 4" CLEAN011 WI N11H CHANGE IN DIREC1i0114 OR G1iAM 4t'i' BEND AND PLUG. WILL KOUIRE A SURFAM CLEANOUT WYE acxsE HOUSE ! HOUR I HGUS£ 3 -a" MIN. I 4", SCp PIPt; I 4"` �$URFAf,E-:Iy. (TYPICAL) _ r CLEAAIOUT 4" WWER PIPE, SEE NOTES Z WYE 4"' 'I'E`ST 'TEE W 7H AND 3. MINIMUM LINE SIZE FW PLUG FACE UP -OTHER THAN SINGLE FAMILa IS 6" CLEANOUT (TYPICAL) I PROifII LINE H"fE. 'MTH Pu,U _ , l �PRCPER'TY LINE S MAIN. . �B x 4"" REDUCER, F (TYPICAL) MAIN SEMR i.INE NOTES: 1. prior to 'nstoilgtian afi q ngnitgry sewer Connegt�an, q *ide^�sewer z - IF THE BUILDING SMR WRM ANY FIXTURE HII perrnit must be purchosed from the City of Renton Putytie 'works FLOOD LEVER. RIMS LOMTM BELOW THE ELEVATIt +B Department. ca OF Tits NEXT UPSTREAM VANHOLE CATER OF THE u PUI SEINER SYSTEM, A 0ACKrILI?W PRE.VENTCk+i... 2• Types of pipe and fittings thot eon be l sed far sanitary sewers b 4 DEMCE SUCH AS CLEAN CHECK E%TENCABLE BACItWATER VALVE OR Ai'PR4VED EOIJ.AL a°'Fi•hLL 8E nholl be approved :by the .Deportment of Publdc Works. Rubber or INST'A.LED. neoprene gcokets os specified by the manufacturer, shall be. used on joints. 4" FLEXBLE OMPLING (FEW4C4 OR EOUAI.) 3. A rmr; num grode at 2% (' /"l" per foot) must be ?-a niained In^e +., " 4 with 4` I e. in the event a 2% ode cannot oe naairrtc?ned. the SURFACE WIUT owner must sign o City of Renton grade relsuse form ord than 4can Install: 6" pipe of a grodo of I 4``` PIPING I')LAN 4. For inspection of skda sower, Call 24 hour. 3n cdvcn,;% The RLIILDING DRAIN FOR imail tfan -phone number is on the side sow*, perne[t. Site. LOw ELEVATION HCUSEmust be ready for inspietien and repres¢ntativs on Mie when Inspectgr urYive* at oppalntdd 'Ime. Side sewe- and stub shallll be tested er oft a ec; I' M R Y p flea runs, eke the conneckian ai the 4AIN TO PROPERTY LINE 5'--V' b'-O" house. Do not bockIIll the ditch until approvci is given lay the PROPERTY LINE FROM THE HOUSE jI DRAIN Inspecior.. FTncl approval will be granted otter the tnicitting septic aIDE SEC*-R BUILDINC SEWERS. lank hen been pumped cut and filled wltn nand. T 0 3'-O' , 3'-T'NN• �+� 5, Install side sonar with 2' mIrImum roves. 16" cover Is allowed at the house if *-I is Mtoltgw. / S5 If olds sewer club is nat ovollotl+e. The owner shall be m w p relponaible for its insJoIc �on per stor0onl drawing 406.1 All Ir' as tr a x x' = ' wc+ within street right-nf- ooy shall be done by o icensad onc a s bonded conirsatibr, v na } ❑ T All work teholl be occompllshed in occordonce with the Washington n Industrial Safety and Health Act.co T4 I $� ���ua r� ya B. All trenchrestgratlon for aid¢ Brewers in the Putelic rigFzl--of-way Ta r. = i�sezaa � *hall conlorrr to the roost durreni trench restorotltn rn requirements as ke the Renton Standory Urawings: tb ur �. S_. All bulld Bart sewer and side sevI shall have boodrng in xrn , aocardanos with standard drawing 405, m 10, There shish be a minimum l b, fact harh�ontol saparatiLin between sanitary side sewers and wotor swvcns and a tninlrnurfl 5 foot choriznrtal separation between sanitary side sewers Lana§ a atha+r g e CALL FCR LCCA71ONS BEFORE YOU DIG 484P LOCATORS 1-T800-424.-5555 t TYP#C.4J,. SUIL.DINO SEWER M. PLAN 4102 PUBDIC WORKS " PROM PROPERTY LINE TO ? DEPARTMENT O BUILDING . CONNECTION MARCH 2010 w SURVEYED: SCALE: DESIGNGROUP, INC. ate`' ' � ' z 1 DESIGNED: PAD 1 " = 30' HORIZONTAL NAD 1903/11991 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE .!' �' �� PAD 5027 51st Avenue SW Seattle WA 98136 3UM 1 REVISED PER CITY COMMENTS PAD 3 16 11 PAD PAD DRAWN: ''� — PERMIT SUBMITTAL PAD 1 25 11 PAD CHECKED: ONE INCH DATUM phone 206.923.0590 TDG JOB# AT FULL scALE wel)site www.terraformadesigngroup.com TONAL PAD IF NOT ONE INCH 0006 FNO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RECESSED LIFT POCKET 11 N.C" SOCKET rip SCREW 1 Ys" LONG (BRONZE OR S.S.) CAST IRON RING AND COVER �- CITY OF RENTON Planning/Building/Public Works Dept. x 2" RAISED PADS 2" A,C 2,-0" t •`' 6" CONCRETE s, CLASS 3000 � � FIBER JCIIN7 PACKING 1-W.A77FR TIG"'- PLUG 45` (1/8) SEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTSi. NOTES: 1, 8" GLEANOUTS SHALL BE EAST JORDi:AN ICON WORKS, INC. Me- 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIWPROVEF7 AREAS, POUR A 1'-0" THICK, 2' -Q" SQUARE, CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, PUBLIC WORKS S OR er INCH CUEA"UT DEPARTMENT STD. PLAIT s 405.1 MARCH 2008 BRIARWOOD ELEMENTARY SCHOOL for ISSAQUAH SCHOOL DISTRICT 17020 SE 134th Street, Renton, WA 98059 SEWER DETAILS 1 /25/11 PIELDBOOK: PAGE: DRAWING NO: C6.4 SHEET: OF: 4 1 .. j JL?