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HomeMy WebLinkAboutS-339304F � O 0 O O r - n A N O V / STANDARD FLANS LST DATE: D4/04 DWG. NAME: B078 SP PAGE:8078 J o Z w 0 o a- O LLJ Co C 0r I— \ X O Z z C-0 U w 0 w C In.-z V / r=i, U LLJ I <� n V) C10 InII� r - n A N ADOPTED C PY OF RENTON V / STANDARD FLANS LST DATE: D4/04 DWG. NAME: B078 SP PAGE:8078 J o Z w 0 o a- W LLJ LL C In.-z LLJ r <� V) C10 P V / V w Q a rn Ld CL a LI `:J_ I - n A N ADOPTED C PY OF RENTON �. = STANDARD FLANS LST DATE: D4/04 DWG. NAME: B078 SP PAGE:8078 CC w 0 0 Cr: LL 6" S' DE SEWER Ak ", TUI- D.1-N, .- SEi:AErR PROPER TY LINE _I FUTJRE BUILDING SEWER 7 "x 4" STUD SERVICE MARK 'ER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" W II' 3" HIGH BLACK 1 E CTEwR;. AND ,#6 W RZ. WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF : HE STUD, UNLESS OTHERWISE .APPROVED BY THE CITY, MAKE. TAP THROUGH 'CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO -EXISTING MAIN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEVER MAINS ARE TO BE CORE DRILLED, VITRIFIED CLAY PIPE SHALL BE OUT AND HAVE A NEW TEE SECTIONED IN, r— 60... A LOWA L` MAX. FOR CAS 7 IRON PIPL OR CJr' TILL JPON P'P'E. / '-_t ETE r w —N'r Nt�N -- ti . 6° SIDE OUTLET TEE. MAIN Y_„ CAIN. CQNCRETE 3I_QQKINQ ANGLE F TrE AT MAIN OKLLR 2 ELEVATION r." I � t `o": \AGE MIN SLOPE 1 I OR17ON TAL SEWER MAIN TYPICAL SIDE SEWER ELE"VATl_ON. lJNLESS OT.-_IEFWVI`S)F ON PLAN, SIDE Si 'vVFR 'SHALL HAVE A I'JI AINviLM 2.5 t:'C':r`I '; Al PROPERTY iJKE OR C -�' LC,Vt +FR -f-AN T'-IE L 4 F­2,'JSE ELEVATION, WHICHFVER IS LOWER. STANDARD SIDE SEWER INSTALL.hTION (SEWER MAIN TO PROPERTY LINE) - n A N ADOPTED C PY OF RENTON �. = STANDARD FLANS LST DATE: D4/04 DWG. NAME: B078 SP PAGE:8078 M s t tt 2 52 4 24"x 24" C"'P ✓'IIv9, Ci._ S. 31_O123K POURED AROUN t"ONNECTiI N Io MAI: i 'ti,,- TF: D0 NOT U S L r11 1 -I0I '�/,R N, APPR' :lVAL OF T• i€ ,'VASTE',t E UIIL ;IY. 7'. R F' BI C'W STF­ F T SR, A-10 E 1, 'I_Uc r ON �'' : BRANCH �;I.A�D.ARD G°' X MAIN SIZE TEE STv'vEP NIAIN N ' :L: —0 RAISE TO CRADE LISE STAN —CARD 6 SEWER PPE SIDE :SED1 E R RISER CONNECTION TO SEWER 4fAiN Y r• ADOPTED CITY Ole RENTON I+ STANDARD PLANS LST DATE: 04/04 I -- DATE P-_V - - P= DYA-7- NAVE: _B -31 SP PAGE:3081 VERTICAL DATUM: CITY OF 1 1 1988 r CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 4" BEND AS REQUIRED (NO YORE __ ALL SO" TURNS S A L 3E THAN 45' BE+ID) EVERY 2ND 4" CLEANOUT WYE WITH ACCOMPLISHED 3Y MEANS CHANGE IN DIR EC :O_N OR GRAPE 45' BEND AND PLUG: � WILL REQUIRE A SURFACE w w ' _u OF A, W F AND S P`NG. TWO 45 !3 NCS 5-IALL 140T CLEANGUT WY Z� it - BE ACC_DTA3,i Y fC ❑_ tL Q © f� •.1j HOl1SE HOUSE CL HUU: E n HOUSE T�,a1 (._.- - _._.. II — - - -'' a — 4 "' SEWER riPE _ SURFACr !a! `' � ' `t .PiC.AI_) III 4 txr CLcANOUI A" SEWER PIPE SEE N0 CS 2 AND 01yF r4" TEST `EE WI1H MINIZM _'NE S ZE FOR Or, if :? THAN PLUG FACF. UP SING -E Fr1411(_Y 15 6" o , r(, Y r.WITH 'TUT (TYIn CI ). �S. PROPERTY LINE, A, YE WITH PLJ:; I PROPERTY LN'E a t5' MIN. to �`''•, io 6 x 4 REDUCER tin z z ! (TYPICA'-) w MAIN SEWER LINE w w w TYPICAL BUILDING _SE`JVER- .,INSTALLATION PLAN Z IF Tr-E KJILD'NG SEVER. SERVES ANY FIXTURE HAVING FLOOD LEVEL RIMS LOCATED BELOW THE ELEVA7O+N OF $ TFE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SENDER SYSTEM, A BAC :KFI.O'W PREVEN rION DEVICE SUCI ( o = AS CLEAN CHECK EXTENDABLE BACKWATER VALVE 0, APPROVED EQUAL SHALL BE 1rdSTALLEC. n 4 SOIL PIPc r v —4" CAI ER COUFL NC 1 AL =DER COUPLING Q I ✓. Z OR EOUA° 1'G t -I'P n 'F SURFACE CLEANDUI w - SLl,r AGE - 4" PIPING PLAN 3tJILDINu; DRAIN c r 4 4"x 4' TI Sl IF_t FOR LOW HOUSE v "; FA(;t- JP AND PLUGGED c� 4 NIPPLE 6 11 RlOUCER �J 1 7 L f..• COUPLING iU rI Evr F" i =1,E i Prior to ln talickion of a scnitcry sewer connection, a side: -sewer permit milt o_ i sir'• h RFIvStD4. "x4 S "GD AND CAF ri °i.l.1G purc.huset, from "m City of Renton Public Works Department. � Cf I k,.1- o ON END OR EXISTILJG 6" SEWER PIPE. AND 2. +ype a' pipe c= ti'tings that can be used for sanitary sewer; srai be approved h INISfALL BUILDING SEWER COUPLN+S, oy tire Deport -Went o, ruble Works, Rubber ar nea,crene gne ats as s;eci ed by the io REDUCER, TEES, t1iJD BENDS AS RL.',JRfiI, - nonuPocturer, shall be used on faints, PROPEERTY, UN ` SEE SIDE SEWER OIL AIL Lb;', 8ti39, 3. A minirourn grove of 2% (1/4• per foot) mus' be moinioinod with 4" pipe. In the uJl - :�" - - - -- SP PA *,' 807E event o 2% grade cennot be maintained, the owner must grant u grade release to the t' City " pipe of a ?rode o' 1%. � s PIPING TO S'_0,r Cit and then can install n e- w i :°' BLYONL' PROPERTY LINE G- p1 4. For inspection of side sewer, cull 24 hours in advance. The nspectio� phone Z -- �" S19iE OUTLET TEE �,bi number is on the side sewer permit. Site must be ready or inspectson and 7 a- La J SEE NOTE c SEWER ha &N re, :esenta #ive on site when rrspec.ar naive, ^.t appointed un1e. Side sewer and stub shall be tested per City saeeif'caticna Make the connection- at the house. Do not �_ PLAN bcckfill the ditch ill approval is given by the inspactcr. Fnci approval will be grunied EU(LD ;NG after the existing sn_p:ic tcnk nos heen pumped out and filled wi,e snn, ^.. ` -' . _. _ .i s�t"r'ER 5, Instill side sewer with Z' •r ir.imum cover. 1 &" cover s a :io­!d of the house if NSTALLAT'ON ovUet is shollow. 6. 11 . side sewer stub is not evadable. ?n,, owner :;hall be resporsiD;e for rkg installation. The side sews, s :'m!i be a minimum of 6" n size. If see is r:ot evailahic, unless otherwise approved by the city. mcxe top throu h cost iron saddle secured to C :r"' + S r, f -D; sewer : ^air,. with stainless stile weds when aor.necting new idn sewers tc axis; ling �AL!e F 1�. 1 �t t iiti.N. GE` ORE OU it, a':n, Plain and reinfo•ced cen_rete, Di pipe ^.rid Ci pip m e sewer mc,ns cre to he core 81 "IR OCA IOR S 1-8-3,`1-424-5555 e,-IEed. `Atrlfed Cloy pipe shall be cut and have a new tee sectioned in. All work within street right -of -way shall be done by a lir.. =nsed awe bonded conbact�r. All warn shall be ococmpGSh ¢d in accordance with the Washing ;or Industrial Safety and Health Act. (WMIA', 8. A4 trencI� restoration, for side sewers in [tic pe :vlir, rignb�-af� -way eaa1l conform to TYPICAL BUILDING S1.5�'ER, — the most current trench restoration requirements as showr. an dwg. jjNR - -:e3: SIDE SEWEIR {PROP1t .R ''Y I NE) 9. All building sewer and nick [.ewers stof have becainn in ucca-•_a-,c dmwinq f lr 1 B%1;18C or RR09 ns opDiicoble. TO INSTALLATION CONNECTION 10. -here sho!l be a minim 10 `oct h�rh, ^.ntol stque,olion between sanitary sine INS.t LLy'- TION PL.•. N Zcad wctar services and a minimum b foot horizonlol separation between sanitary side sewers and A other utilifier. •,�� ,-} ADOPTED CITY OF RENTON STANDARD PLa1NS 1 {` v LST DATE: G4/04 03 05 Edit notes Dcv — _DATE I RFViSION BY APPR'E, DWG. NAIMt: 9082 SP PAGE; 130182 CCALL OF RENTON ALL HOUR DEPARTMENT OF PUBLIC WORKS BEFORE YOU D SK SHORT PLAT 1-800-424-5555 SANITARY SEWER NOTES AND DETAILS DESIGNED: MJC DATE: 07/03/07 FILE NAME: 06078 -C7 DRAWN: SOP /AJS CHECKED: BAS AS SHOWN FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: C -7A OF: 11 DIRECTOR OF PUBLIC WORKS CD ' -