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HomeMy WebLinkAboutS-3451200 G a I 0 ti e zz 4 N og sc ryN eaa Yo W � i z O W O O z L_I— g W wz 0 �z H w r } Z 8 o 1 4�� 77 HW- 0 q z O N K P OF THE NE 1/4 OF THE SE 1/4 & 3� 3iy.. T 3.. 38" MIN. WIDTH WHITE POST 62" - ll` 24" SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES: SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER ". - PUBLIC WORKS SEWER M H M ANOLE ARKER POST 3rD. PLAN 404.E DEPARTMENT SEPTEMBER 2011 'd' ;s._F NOTE 4) 1 FUTURE -!I/ITS BUILDING SEWER C` PIP-- ZONE — {flD_ �2 x 4" SND MAflKING POST PAINTED 3 nl ?I MATERIAL =0R ol,NITA' S. -R PIP- C.D. �'F PIPE 2- NC.ATION LEVEL �\ / /�% % %// � B'EC':ING =OR SA,CI'. TAR" SE':^ /ER PIPE NOTES: 1. 'RC:'.DE U \TORIJ SU?FCR- UNDER BiARRrI. -14J TAMP UAD R HALN I- n.P +C PF DRIG li 1F3 C 95% A4 PFVSI -Y E XOFDi DR..CT..Y FR P.. LA D TA. C1 C S "EZC ,4TICN DIG : PARAI at OF I EUmH" II, i AJL.R'i SF4 '< SFC.T.CN OP @IF IT KDARD 5'F IFIC TIO \S -C T. FNCI 1;DTH "'.A" A \D T.FEMC -.INC C'TIOP:S. THE PIPE ZCNE A1'__ BE TTE ACTUAL - "RLNGH WDTH. 5. TRENCH RAIKFll l 5HAI1. =1707t' T1 BACK^ILIINS' ;r. -1E SAN TAP.Y SE'(/< SECLCN OF THE 5TAN3AS3 SPECFICA7IQN5, EEC = -PT THAT ROCKS OR _INAP5 LARGER I'. AN "' PJP FOOT OF THE DLAMETER SHAL_ HOT BE JSED IIJ T -E BAC: +:F -_ AA- ERIAL. 6. PIPE ZOIIE VATERIAL S-A -L 3E CF.A':E- BA,,--L =CR CP.AINS" AS SP EC FIE] AI 1RE AGGREGA'S SECTION OF THd SS \YO ?PD SPEC. I�AncNS. PIPF VJST RF ANCICPFP IF =U1 - A "ANPIFR AS TO FLJRF HOW 1 IE 15 I A vTA.IPIEO. P.;nf.:c WORKS I. PIPE BEDDING STD. PLAN - 405 DEPARTMENT !. FOR SANITARY SEWERS MARCH 2008 23 N., RGE. 5 E., W.M. PROPERTY UNE 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 00 B" SIDE OUTLET TEE N / NH' P 84p4 7.5,,.acaC� G" 2% MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COYER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 5- 345120 TRIAD ASSOCIATES 12112115th Ave. NE KilMand, WA 98034-6923 425.821.8448 425.8213481 fax 800 488.0756 toll free wWW.iriatla66O SELnei 2 z 0 y co 3 W V� 4 O W W LU W y Q > co Q 3 ~ 2 2 Q W Z v+ O Q , V ii � Pi 3 t 0 o � 0 °z AYC7GAD A 771193115 PE PRINIET MANAGER MARC S NARRSdA PLS PROJ6LT EDRPRYOR RtlGRD A IMEW PE PRO:RLT ERGO= MPERY L CO)( ASA PRO= LANDSCAPE ARCMTRUT PRE[ SDBY1'RAL DAZE: 7127107 SCALE: MME.-N /A VIIIII /A PEKR RINXW TOM MATT, PE 12 /19/11 FUTURE 6" BUILDING SEWER PIPE y BUILDING SEWER — {flD_ �2 x 4" SND MAflKING POST PAINTED TEE WTI 6" SIDE OUTLET X6' WYE WHITE W1H lHE WORD "SE4VFA" STENCILED SURFACE C NCUi WITH IN }" HIGH BLACK LETTERS AND 16 WINE CAST IRDN RING @ C01kR ,WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WBRA EXTENDED TO THE TOP OF THE STUD. 29J5 OR APPROVED EWAL, d SPECIFY SEWER" ON UD. SEE SM. PLAN 403.1 FOR 6" SIOF ROME AND RUII DING SPFTR NSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN ONES ARE AS FOLLOWS: A. A IFlED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- ORILLEO WTH A ROMAC SAOOLE (OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A RWAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID CDUPUNGS D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE Approved AT MANUFACTURED KNOCK -OUTS OR THE Dater STRUCTURE SHALL BE CORE- DRILLED. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 00 B" SIDE OUTLET TEE N / NH' P 84p4 7.5,,.acaC� G" 2% MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COYER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 5- 345120 TRIAD ASSOCIATES 12112115th Ave. NE KilMand, WA 98034-6923 425.821.8448 425.8213481 fax 800 488.0756 toll free wWW.iriatla66O SELnei 2 z 0 y co 3 W V� 4 O W W LU W y Q > co Q 3 ~ 2 2 Q W Z v+ O Q , V ii � Pi 3 t 0 o � 0 °z AYC7GAD A 771193115 PE PRINIET MANAGER MARC S NARRSdA PLS PROJ6LT EDRPRYOR RtlGRD A IMEW PE PRO:RLT ERGO= MPERY L CO)( ASA PRO= LANDSCAPE ARCMTRUT PRE[ SDBY1'RAL DAZE: 7127107 SCALE: MME.-N /A VIIIII /A PEKR RINXW TOM MATT, PE 12 /19/11 02012 TRIAD ASSOCIATES a ', S- 345iao 0-b, s �-34SQ6 D H m z o I�z � 1 o N °z .H 'O � I n M'� a �0 25841 1 A8q 787'646~0 ejONAL we? �00o CITY OF RENTON b Approved b . Dater S NO'[ VALID SIG ONLE33 [GN® AS D1TED S 9�" J Approved by: Date: JOB NO. 01-047, lomms Approved by: Date: SBEEI N0. 10 1 O 2 �3 13 Approved by: Date: OF / 02012 TRIAD ASSOCIATES a ', S- 345iao 0-b, s �-34SQ6 D H m z o I�z � 1 o N °z .H 'O � I n M'�