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Home My WebLink AboutS-3450071 l' 7 WIN. 1 T T _ NCT -O SCAIF lLA \1101 F RAM_ AND ;;O \ /T-R S -F DIAWNC 4 ^,,t :iJ \F I:UJULR f--A5K_ L.; _ONIS N AC.CORDA'JCE W_-A ASIA C - =43 ST -IS - POLYPROF'YLC \C S - =PS S ._._- BE INCL00.% :CNCP.ETE P,SER 3" PIPE NC.. `dA ✓, �P 5/1 'I' AD]ER- 'OL`PROPI'LE'NE CO\CR7 -E SH__ °RECAST BAs= `ECTON OY CAST IN sics. 121Ly, 1. (T -Pei TO r;' 101 WIDI'n-\- Sr,rrY STIFFS. 2. STEPS ARE -/ ..E III LACE BEFORE M'A�HOIE EECTIO \S ARE IN5TPLEO. J. IAH ,U IU Bc -Lt Ltn+,1,6 401. MANI10 r Sremms - Or Cr r:- h -onc -i PR-CAS' ; ON,..Rry. 5. ALL .UIIJ: SA-L OL 3Rb! LLD. 6. SAKI -P. %` Or'W -2 \• ?,\ airs D A.I PS is INTTRO2 S_RrACS, 'CI_:ING C AmBr1 hG. MATEO (3A1 =1) `H -4 , HI^,H inl M L. FTIRCKF ,.IATINF.; 4P.SSFR 'VP .ARt HIFI T , ^.P A- PFO'F_C ED -AL; OCLOP. OF COA -NG S4 -L_ BE N4 e. I•JLN_t GASKL LL JJ A 5 _IL _ B_ I, C. LI A. ht_ Vtlll ASIM 4 R. I, IAAhn I -51T S Al it A N \ MIIM C- 3/.I TI - mIfnr T. ,AMrTrR ri Tlr I P%:f5- PIP -, D. CCNAEC -DVS TO MAN -O-E SAA_L BE :A.JE JSI \3 GPK ADAPTER, /.OR N SEA_ BOOS OR AYHO'9U L'S_4L IC. Him CIS rQUA TO AN-. .PrA- -R AIP.\ 20 - - -- 1rn, SLUM PA:r A 'm.wTPACe C IVr 1G AND =AL PFOTEC-01. SYS -rM I'IS- AL_ED. SID. III" - 4001 4 � � YUdWC WOLiK3 eTANDAIIO RANITARY NANNOLE BEPARTMEhT MAliCll 20L'tl RECESSED LIFT POCKET - ii N.G ROCKET HO 2" A.C. SC (CREW 1 R LNG O (BRONZE OR SS) i ' x 2' RAISED PADS rt / 6" CONCRETE CLASS 3000 FIBER JOINT PACKING 12 X° WATER TIGHT 14 PLUG 2 j6° 45' (1 /8) BEND I K• Y 6- rb^ = 2R cT1 it" } �QS 12 X" RO 14" yh CAST IRON RING AND COVER .d� PIPE MATERIAL AS SPECIFIED 8Y BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JONTS. NOTES. 1. S' CLEANOUTS SHALL BE EAST JORDAN IRON WORKS, INC. N. 3668 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS POUR A 1' -D' NICK, Y -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS R R DEPARTMENT B OR 61NCN CLEA/FOYT MARCH 2008 `t n o Cd 2 W"ft Days Before You OU � aR 1- 800 -424 -5555 s - Utiities t%dwWmnd Location Center W MT,N D,OR,WA) s_I UL v 'c_ -E.le I Y M-.r. rr I,,)- AFAR- C,I 23 *116' G-8E1m) _AA kC.:SLL J41A._I RIE SEWER COVER & FRAME PLAN VIEW I haSnn :j/4' .ILL OD IY' COVER SECTION VIEW .J. .R .c ._. ESM fle- 'HH 45° e' wit.. s "MIN 24••4 N. 34` NH 54° 3" `ill'.. 5.5" MN. 24" 'MITI. RD. 6f.. "dN 60- P" `ilh. n V] 4Y MN. ESM 121Ly, 1. (T -Pei TO r;' 101 WIDI'n-\- Sr,rrY STIFFS. 2. STEPS ARE -/ ..E III LACE BEFORE M'A�HOIE EECTIO \S ARE IN5TPLEO. J. IAH ,U IU Bc -Lt Ltn+,1,6 401. MANI10 r Sremms - Or Cr r:- h -onc -i PR-CAS' ; ON,..Rry. 5. ALL .UIIJ: SA-L OL 3Rb! LLD. 6. SAKI -P. %` Or'W -2 \• ?,\ airs D A.I PS is INTTRO2 S_RrACS, 'CI_:ING C AmBr1 hG. MATEO (3A1 =1) `H -4 , HI^,H inl M L. FTIRCKF ,.IATINF.; 4P.SSFR 'VP .ARt HIFI T , ^.P A- PFO'F_C ED -AL; OCLOP. OF COA -NG S4 -L_ BE N4 e. I•JLN_t GASKL LL JJ A 5 _IL _ B_ I, C. LI A. ht_ Vtlll ASIM 4 R. I, IAAhn I -51T S Al it A N \ MIIM C- 3/.I TI - mIfnr T. ,AMrTrR ri Tlr I P%:f5- PIP -, D. CCNAEC -DVS TO MAN -O-E SAA_L BE :A.JE JSI \3 GPK ADAPTER, /.OR N SEA_ BOOS OR AYHO'9U L'S_4L IC. Him CIS rQUA TO AN-. .PrA- -R AIP.\ 20 - - -- 1rn, SLUM PA:r A 'm.wTPACe C IVr 1G AND =AL PFOTEC-01. SYS -rM I'IS- AL_ED. SID. III" - 4001 4 � � YUdWC WOLiK3 eTANDAIIO RANITARY NANNOLE BEPARTMEhT MAliCll 20L'tl RECESSED LIFT POCKET - ii N.G ROCKET HO 2" A.C. SC (CREW 1 R LNG O (BRONZE OR SS) i ' x 2' RAISED PADS rt / 6" CONCRETE CLASS 3000 FIBER JOINT PACKING 12 X° WATER TIGHT 14 PLUG 2 j6° 45' (1 /8) BEND I K• Y 6- rb^ = 2R cT1 it" } �QS 12 X" RO 14" yh CAST IRON RING AND COVER .d� PIPE MATERIAL AS SPECIFIED 8Y BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JONTS. NOTES. 1. S' CLEANOUTS SHALL BE EAST JORDAN IRON WORKS, INC. N. 3668 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS POUR A 1' -D' NICK, Y -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS R R DEPARTMENT B OR 61NCN CLEA/FOYT MARCH 2008 `t n o Cd 2 W"ft Days Before You OU � aR 1- 800 -424 -5555 s - Utiities t%dwWmnd Location Center W MT,N D,OR,WA) s_I UL v 'c_ -E.le I Y M-.r. rr I,,)- AFAR- C,I 23 *116' G-8E1m) _AA kC.:SLL J41A._I RIE SEWER COVER & FRAME PLAN VIEW I haSnn :j/4' .ILL OD IY' COVER SECTION VIEW E• L'ernT r-A: ,rl �I, [L64r 7; 3 1 /H• D.A L86 /r..l. FRAME SECTION VIEW NOTES COVER BOTTOM VIEW ,13; MT SUZ. -dL CN E(D) 5/11 Ll X 15 SS 4t EON BOLTi110 DETAIL LDFrI 1 IrR• _% I, mGr.1 ' GASKET GROOVE DETAIL I. 1 pJ`rk5 SHP. I H- UCI Y:: 1I: P-R -fAl JCR`.AN RCK ;LI?<5 NC. h,::..',:17C1 OR =QAA1 2. _SE FRAIF_ AND CCYER =C: STOPN (S =EC=" "I; +.AI\" C'`.:)CVI SANI IA F' (SR9G Y CR WA-ER (SPECI= "r "WATER" PUBLIC! ROT? v M• MAN - 41 DKPARTMIRN'r NMU4NOLE !RAVE AND COYER MARCH 2008 -;: (s; - Tic. IF �) _IN TS OF PIPE __10',= IZ ii /i % /r. DING M•`TERI`•L J r //� 'fJl 'HY 3EJ;LH I'll '.!// ,'sit NCI '� fir I BEDJI[,G =D< S:',A1_ARY SEWER P '_ _ `R: ry l: .l.11 ;TIED �IIFNi% urn! r�IRIPl 1. �. RAN: -AlvP J,CER FA.MCHS. 3. COMFACT BED_ 1,C VAT -P,IA_ -0 S5R MA.X. CEPGIT° EXCE'- DIRE ' C',EP =PE. FAND -A \IF CNL ". 4. SEE "ERYCA:/ATICY AND PREPARATION Or TREAD -" IN THE SANF-ARY •dT; sm.. -CN Cr T - sTA \CA:i r, -onQgTICNs Fit,, TRITI MDN "'ti' A 4 TRENC-1 NC OF -DNS. - -E "E ZCNE Vt_L 3E THE <:: It.!" ItU N2 •CID 111. ,o. HI M:1 HN III SIIA. I COA.I CNM li: "IIi:CKI II LNG` IN III Sl \TIM' I- ;&K ]LU UN Ch 1 -a il:, \G /'CJ >':UR1:A 11CHn. L LLP Mh IRIX:iS OR I..H :S A;GI I: 111:, "' 1'I R I:Ii11 01 ' DIAM Ili aikJ. Phi BE USED I\ HE BACKF_L MA. -RI.A- C. PIPE ZO',E MASER1A_ SiAL_ BE ' ZRAYE_ EACKFLL FCR CRAINS' AS S °`_CF_D IL TFE ACCRECASS SECTIOI. Or THE S- ANDAF.0 5'= CIF:ATICV ?. PIPE U.S_ DC AYCIIC, IN SL- A NAYHCi AS TC -NSURC rLo," LINE IS AAIIJAI \ED. PUBLIC WORKS PIPE REOOINO 8M' FIB - 405 DEPARTMENT FOR 1111ANrPARY 619111110118 "ARCH 2009 T SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 1 FOURTH SUBMITTAL NO. I REVISION PROPBi1Y UNE RE 6" BUILDING BOND PIPE Q UNBUILDING SEWER cm R\ WlE `1'1 4" SN 'TEE WN 6" WE OUTLET AIRFARE CLEWOUT WAIN "BE ON rc ( CAST IRON RING & COVER IN T 41M w$ (SM STD. DRW I Ml) ENm A I A" DOE SSIER AMC -1111-IM SENEIR ACCEPTABLE PROCEWIB:S FOR BDE SEWER CONNECTIONS TO MAIN UI ME As FOUL A. OTRIRED MAY MAN - CUT M A NEW TEE USING FLEWBILE CO PUNGS (PERRCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE - DRILLED WIN A ROBAC SADDLE (OR APPROVED EQUM). C PVC MAN - CORE- DRILLED MV A MARC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW WE USING NROD COUPLINGS D. OUCTIX IRON MAIN - CORE - DRILLED ON A NO AC SADDLE (OR APPROVED EQUAL) E MANNEE CONNECTION - ALL CONNECTIONS TO MNWICiES SHALL BE AT MMIUFACUIRD KNOCK -OUTS OR THE STRUCTURE SHALL BE CORI io/i5/"71 50'" ALLOWABLE MAX BY O ESM U 1 /4' LLS m 1 F rF'1 •1 OR DUCTILE IRON PIPE. 1 J16` CONCRETE BLOCKING MAN Qt '15C� 2% MIN SLOPE ESM 12/06/201 HORIZONTAL °FAAA' L`NRr 6" 510E CUTLET ME ESM B" MIN. CONCRETE GF TEE SEM MAIN N BLOCKING ANGLE AT MAN OVER 25 ELEVATION r1.�rvn1 SIDE SERVER I:VATN E• L'ernT r-A: ,rl �I, [L64r 7; 3 1 /H• D.A L86 /r..l. FRAME SECTION VIEW NOTES COVER BOTTOM VIEW ,13; MT SUZ. -dL CN E(D) 5/11 Ll X 15 SS 4t EON BOLTi110 DETAIL LDFrI 1 IrR• _% I, mGr.1 ' GASKET GROOVE DETAIL I. 1 pJ`rk5 SHP. I H- UCI Y:: 1I: P-R -fAl JCR`.AN RCK ;LI?<5 NC. h,::..',:17C1 OR =QAA1 2. _SE FRAIF_ AND CCYER =C: STOPN (S =EC=" "I; +.AI\" C'`.:)CVI SANI IA F' (SR9G Y CR WA-ER (SPECI= "r "WATER" PUBLIC! ROT? v M• MAN - 41 DKPARTMIRN'r NMU4NOLE !RAVE AND COYER MARCH 2008 -;: (s; - Tic. IF �) _IN TS OF PIPE __10',= IZ ii /i % /r. DING M•`TERI`•L J r //� 'fJl 'HY 3EJ;LH I'll '.!// ,'sit NCI '� fir I BEDJI[,G =D< S:',A1_ARY SEWER P '_ _ `R: ry l: .l.11 ;TIED �IIFNi% urn! r�IRIPl 1. �. RAN: -AlvP J,CER FA.MCHS. 3. COMFACT BED_ 1,C VAT -P,IA_ -0 S5R MA.X. CEPGIT° EXCE'- DIRE ' C',EP =PE. FAND -A \IF CNL ". 4. SEE "ERYCA:/ATICY AND PREPARATION Or TREAD -" IN THE SANF-ARY •dT; sm.. -CN Cr T - sTA \CA:i r, -onQgTICNs Fit,, TRITI MDN "'ti' A 4 TRENC-1 NC OF -DNS. - -E "E ZCNE Vt_L 3E THE <:: It.!" ItU N2 •CID 111. ,o. HI M:1 HN III SIIA. I COA.I CNM li: "IIi:CKI II LNG` IN III Sl \TIM' I- ;&K ]LU UN Ch 1 -a il:, \G /'CJ >':UR1:A 11CHn. L LLP Mh IRIX:iS OR I..H :S A;GI I: 111:, "' 1'I R I:Ii11 01 ' DIAM Ili aikJ. Phi BE USED I\ HE BACKF_L MA. -RI.A- C. PIPE ZO',E MASER1A_ SiAL_ BE ' ZRAYE_ EACKFLL FCR CRAINS' AS S °`_CF_D IL TFE ACCRECASS SECTIOI. Or THE S- ANDAF.0 5'= CIF:ATICV ?. PIPE U.S_ DC AYCIIC, IN SL- A NAYHCi AS TC -NSURC rLo," LINE IS AAIIJAI \ED. PUBLIC WORKS PIPE REOOINO 8M' FIB - 405 DEPARTMENT FOR 1111ANrPARY 619111110118 "ARCH 2009 T SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 1 FOURTH SUBMITTAL NO. I REVISION PROPBi1Y UNE RE 6" BUILDING BOND PIPE Q UNBUILDING SEWER cm R\ WlE `1'1 4" SN 'TEE WN 6" WE OUTLET AIRFARE CLEWOUT WAIN "BE ON rc ( CAST IRON RING & COVER IN T 41M w$ (SM STD. DRW I Ml) ENm A I A" DOE SSIER AMC -1111-IM SENEIR ACCEPTABLE PROCEWIB:S FOR BDE SEWER CONNECTIONS TO MAIN UI ME As FOUL A. OTRIRED MAY MAN - CUT M A NEW TEE USING FLEWBILE CO PUNGS (PERRCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE - DRILLED WIN A ROBAC SADDLE (OR APPROVED EQUM). C PVC MAN - CORE- DRILLED MV A MARC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW WE USING NROD COUPLINGS D. OUCTIX IRON MAIN - CORE - DRILLED ON A NO AC SADDLE (OR APPROVED EQUAL) E MANNEE CONNECTION - ALL CONNECTIONS TO MNWICiES SHALL BE AT MMIUFACUIRD KNOCK -OUTS OR THE STRUCTURE SHALL BE CORI NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COYER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, A PUBISC WORKS 8T IDARD 8A770N R sm no - 4064 nRPART11EtJ'1' (eEMER MAIN TO PIDlERT7 LINE) MARCH 2010 ESM io/i5/"71 50'" ALLOWABLE MAX BY O ESM FOR CAST IRON PIPE m 1 SECOND SUBMITTAL 01/31/2M OR DUCTILE IRON PIPE. ESM CONCRETE BLOCKING MAN Qt '15C� 2% MIN SLOPE ESM 12/06/201 HORIZONTAL °FAAA' L`NRr 6" 510E CUTLET ME ESM B" MIN. CONCRETE GF TEE SEM MAIN N BLOCKING ANGLE AT MAN OVER 25 ELEVATION SEWER MAN TYPICAL SIDE SERVER I:VATN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COYER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, A PUBISC WORKS 8T IDARD 8A770N R sm no - 4064 nRPART11EtJ'1' (eEMER MAIN TO PIDlERT7 LINE) MARCH 2010 ESM io/i5/"71 DESCRIPTION TE BY O ESM 1/31/ m 1 SECOND SUBMITTAL 01/31/2M 061GNm:�'L ESM o /22/201 THIRD SUBMRAL 10/22/2010 ESM ESM 12/06/201 ESM °FAAA' L`NRr ESM 2/2x/201 ESM GIRFUm: M /((ELSRIG 6" SEVER 5TNO / (REYOYE TO R/WQ `�EMSIINC u^AN:TANY 5£{R PA:N 1/ 0 EuoWO -it -- --------------- BEND (NOT 6' SEWER SAB -SEWER ANN SZE X 6' ME PROPOSED SEVER MAN flJW C SID. LWM e'MB'1(e' WYE4 6 x 4 IBDU(£A- EXISTNG 4' SICE SIU. AJA - 40Y e PTBD.IC WORKS TYPICAL RIDE RENER CONNECTAON DEPARTMENT FOR REIMER GAIN IRi - LACEMENT I MARCH 2010 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 /PUBUC 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 ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG 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 PUBUC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE 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 SHALL BE CITY OF RENTON, 1988 NAVD. 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 /PUBUC 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. S= 345001 U Mw t9" GLADCO DEVELOPMENT, L.L.C. NIS WPMDwrAI Nw ,866 "°°' A CITY OF RENTON ROSEWOOD HIGHLANDS ONE INCxI DATUM R NI LL MALE Planning /Building /Public Works Dept. SEWER DETAILS AND NOTES IF XOT OA£ IWN SGLLE ACC°Rd.YGLY c� -vo7 -05 REVISIONS NO, DESCRIPTION TE BY O FRSt SUSWM . 10/15/2OD7 m 1 SECOND SUBMITTAL 01/31/2M am 2 THIRD SUBMRAL 10/22/2010 ESM 3 FOURM SUBMRN. 12/06/2010 ESM 4 Mttexs 12/22/2010 ESM O Z v/ 3 U J Z Z T O W Z 2 (� V O J W W Q o O W 0 tug �U) Q W � 0 0 o � Ed R: C U fig„ J V �TJm H1 2� Lu- d ® s5 O N Q g m� 3 m E d Som�roO So 0 o�ro gy Wpa U r� O ° O Li E - O 3 a c 3 CO 03 MR 2° oa' L !T �`�)sTen fit' 7PAGL 0/006 JOB NO.: 1352 - OWG. NAME: DT -05 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: DT -05 27 OF 31 SHEETS