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Home My WebLink AboutS-191012A PORTION OF THE S.W. 1/4 OF THE S.W. 9/4 OF SEC. 90, TWP. 23 N, R. S E, W,M. m III L rCONNECT TO EXIST, S.S.M.H. CONTRACTOR SHALL VERIFY LOCATION, INVERT 8 FITTING NEC SARY TO MAKE ACOMPLETE CONNECTICN. _ o �9 Exlaf. /O'SS Cr C. Exi Sl`. SSMM O I I p :6'i .VC 5 Cesn }• Sewer Esm'1 / ` Gar. F.F. 39 FF. 393.5 CIO '0 •sue �9 1 I ) 5'C0. �x { I L _ 6. i l ' y _ ea dl 'e FF -39as i 5(Y4P 6e,o�_� �. P t y F.F. t D I I �a Goi F.F. 398 _j � I a 1 V•e I t, T II -` Cole I9k5 "aF L -CO//p•� ;I� 6 5. Deaf PC. �� ,JII O I' /CCJ °OB G� °/:✓ 2 !27349 Tofi p/- 3 4 cP tG' Si -. i Err ✓ -5 ?�s�i�i' 1 �O SUR E. O� ANA I.i OR TES A VE / V. EY r � A NOTE. CLEAN OUT LOCATIONS WERE OBTAINED FROM THE CITY OF RENTON RECORDS DATED 11/29/89. `r! fHGt++�� y A. Concrete Pipe, AM C14, Class 2 "E `��N °•g B. PVC Pipe, ASTM D3034, SDR 35. ♦ ° °' a[om ac ca•v[L. C. Ductile Iron. ASrIM A21.51 or AWWA C151, 4 � �®G9 ... /.. / _ ! /_.._�,. � _• _ cement mortar lined. Class 52. b: a�gy 10. Exist sanitary, sever manhole and inforastion vaa taken from °rx' _r[nao•tlox curse. " Constxuction" Drawing No. S -429, dated 7/8/86. City of Renton. Ir A[W1ASa I 11. Sanitary swat shall be televiaion inspected. ORDINARY PIPE BEDDING FOR 6° AND LARGER PIPES + !2. Side =ewe- shoe be 2. o 0.020 /) min. slope . m tL'A. a.'.1ac MANHOLE GENERAL NOTES uxriCOC[ [en+ [swAl o. iewl[ ):n improved arms. manhole to extend m - 5911 _ un in imam 6 and me nim 18 " above finished grade. In r. -a.. paved area, cmer must slope in all directions tAATa 9• soar[ s et rut leaT < to match paving. i 2. Manhole ing and cover to be 24^ clear opening, - -+� st[Tlo- sr r rlr[ j qual c O1-p :c Foundry Co No 5822 with solid roat•[Ti I lid.ac pt o r 7/8 diame%o lift.. hole 8 1/2" Aa.•or[s wT'.Tlcxr ILI M•rl[l�r from cent Cove hs 1 ha d g� ^SEWER" Pluc a CAr t Can s[w• P1r[ PLAN f rem Cary a ^DRAIN t drain. Manhole located vithir, with easement ishall have bolt down (locking lid) g and cover equal to sew, rlrt- O:yap S.c Foucdary Co. N,. 5943 WS L. 1 It UG PLAIrt. S11esTA 1.319[ -t•" xAAn III, ..a Car[. A.s wT31a rACe% or s[' .... ul ACT'S 3, Manhole shove v 48" inside diameter, 5 AsauaTSVSr A' %s vSTx thickness, to accommodates r pipe th uoh21" eawr eweo- CLEAldOI:T [r s xix - lr [ox[ain 54- inside diameter manhole shall be s s the t' C[r[C lACa e o s•tus• 48" I.D. manhole shown, except the wall thickness ...CS I [[ s Cs I'Ll shall be 5-1/2- to accommodate sever pipe through at CAST WITH Gaoar[ TO rIFIC 36-. M h 1 wall shall haw vor less than 0.12 III SAlf rr "" ST.,, $It, re LAea[A se TATC -' - q re sn h p Sineal tae[ circumferential re i PACCAST [cc[ATaIC Care Sof rc g e 1 bar. All prec set sections shall sort •s 1. 15 form t AS1M C-478. �®aa(• t0 HWa y� ITS lanr 1<ICn.[a At laraat lac mA. rlT _ +. aaw s tT[P CIA( w vnsr Crilr Pa[C +sT sitTlo- 4. All manhole ioints use a confined round rubber cea[oexlAC TC •31e • 415. ass ALL sr[rc ro gasket meeting AS"IM C-443 Specifications. 1[ I:are M. c•lra,il[e iaaraaxlac ro T_ gasket • 11) -� ftci'w aAa[ a •N TtA / A ^ "lxvl 5. All holes f inlet and outlet pipe shall be I{� blocked c t .he time of casting rgo.. I® 1 1 cA".",. rAaxall [oVPl1a4 r' L[ se Al CC-L less the s air to be core dgil.ed. w1b"O ' xro•t lxc U. __S Y' [muu Is aonxs- To . s..l sxoni _ wr1[L[ fHOw - h. All pip gh manh.. We-': IhiSI: he,e :ng 0 r bb " B h L-1.11 s.ILr I tH.xxll AAO s"tli 5""'. a 8 p 8 x i L a. - � ra or rC eel re. its � „j. - I- a" +[r[C Iouxwiio- ix+rtl sews_ cr .ea is roPpo a .ro•C 1xc oar { s c.l r.nir'o ",;I ...: STANDARD MANHOLE SAFETY STEP LADDER MINIMUM 4'-0" DEEP a. yam n� SCALE: I'° r 40' CONTOUR INTERVAL = 2' �ATUM: CITY OF RENTON B.M. � Island of Standard station at N.W, corner of N,E, 4th St. and Union Ave, per As -Built Sanitary Sever Plan Drug. No, 810120 Pg. 2 of 2 dated ' 1 1 -20 -8L Erlsv..40LO& GENERAL NOTES 1. A All work and materials shall be in conformance with the standards ' and specifications of the City of Renton Utility department and - t the latest edition of the American Public Work Association (APWA) ' S Stands rds and Specifications. 2. L Liisting utility locations are approximate only.. it shall be the can tractor's responsibility to verify: l ocations and inverts prior to construction. For utility locations in King County call 1- 800-424 -5555. 3. A A preconst ruction c on£e rence' and twenty-four hour notice will be requ ired prior to starting new construction. 4• I It shall b 'Se contractor's responsibility to secure all necessary permits prior to starting construction. 5. I Inspection will be accomplished by a representative of the City of .Renton. 6, A All trenches shall be compacted prior to testing sewer lines for accepts ce. 7. S Side sewers shall be tested for acceptance at the same time the main line sew is tested. 8. N New connection to existing . facilities shall be sealed off until upstream. construction is finished, tested, cleaned TV'D, and accepted - All construction debris and water shall be removed prior to opening the seat. / 9. P Pipe shall be: A. Concrete Pipe, AM C14, Class 2 "E `��N °•g B. PVC Pipe, ASTM D3034, SDR 35. ♦ ° °' a[om ac ca•v[L. C. Ductile Iron. ASrIM A21.51 or AWWA C151, 4 � �®G9 ... /.. / _ ! /_.._�,. � _• _ cement mortar lined. Class 52. b: a�gy 10. Exist sanitary, sever manhole and inforastion vaa taken from °rx' _r[nao•tlox curse. " Constxuction" Drawing No. S -429, dated 7/8/86. City of Renton. Ir A[W1ASa I 11. Sanitary swat shall be televiaion inspected. ORDINARY PIPE BEDDING FOR 6° AND LARGER PIPES + !2. Side =ewe- shoe be 2. o 0.020 /) min. slope . m tL'A. a.'.1ac MANHOLE GENERAL NOTES uxriCOC[ [en+ [swAl o. iewl[ ):n improved arms. manhole to extend m - 5911 _ un in imam 6 and me nim 18 " above finished grade. In r. -a.. paved area, cmer must slope in all directions tAATa 9• soar[ s et rut leaT < to match paving. i 2. Manhole ing and cover to be 24^ clear opening, - -+� st[Tlo- sr r rlr[ j qual c O1-p :c Foundry Co No 5822 with solid roat•[Ti I lid.ac pt o r 7/8 diame%o lift.. hole 8 1/2" Aa.•or[s wT'.Tlcxr ILI M•rl[l�r from cent Cove hs 1 ha d g� ^SEWER" Pluc a CAr t Can s[w• P1r[ PLAN f rem Cary a ^DRAIN t drain. Manhole located vithir, with easement ishall have bolt down (locking lid) g and cover equal to sew, rlrt- O:yap S.c Foucdary Co. N,. 5943 WS L. 1 It UG PLAIrt. S11esTA 1.319[ -t•" xAAn III, ..a Car[. A.s wT31a rACe% or s[' .... ul ACT'S 3, Manhole shove v 48" inside diameter, 5 AsauaTSVSr A' %s vSTx thickness, to accommodates r pipe th uoh21" eawr eweo- CLEAldOI:T [r s xix - lr [ox[ain 54- inside diameter manhole shall be s s the t' C[r[C lACa e o s•tus• 48" I.D. manhole shown, except the wall thickness ...CS I [[ s Cs I'Ll shall be 5-1/2- to accommodate sever pipe through at CAST WITH Gaoar[ TO rIFIC 36-. M h 1 wall shall haw vor less than 0.12 III SAlf rr "" ST.,, $It, re LAea[A se TATC -' - q re sn h p Sineal tae[ circumferential re i PACCAST [cc[ATaIC Care Sof rc g e 1 bar. All prec set sections shall sort •s 1. 15 form t AS1M C-478. �®aa(• t0 HWa y� ITS lanr 1<ICn.[a At laraat lac mA. rlT _ +. aaw s tT[P CIA( w vnsr Crilr Pa[C +sT sitTlo- 4. All manhole ioints use a confined round rubber cea[oexlAC TC •31e • 415. ass ALL sr[rc ro gasket meeting AS"IM C-443 Specifications. 1[ I:are M. c•lra,il[e iaaraaxlac ro T_ gasket • 11) -� ftci'w aAa[ a •N TtA / A ^ "lxvl 5. All holes f inlet and outlet pipe shall be I{� blocked c t .he time of casting rgo.. I® 1 1 cA".",. rAaxall [oVPl1a4 r' L[ se Al CC-L less the s air to be core dgil.ed. w1b"O ' xro•t lxc U. __S Y' [muu Is aonxs- To . s..l sxoni _ wr1[L[ fHOw - h. All pip gh manh.. We-': IhiSI: he,e :ng 0 r bb " B h L-1.11 s.ILr I tH.xxll AAO s"tli 5""'. a 8 p 8 x i L a. - � ra or rC eel re. its � „j. - I- a" +[r[C Iouxwiio- ix+rtl sews_ cr .ea is roPpo a .ro•C 1xc oar { s c.l r.nir'o ",;I ...: STANDARD MANHOLE SAFETY STEP LADDER MINIMUM 4'-0" DEEP a. yam ...CS I [[ s Cs I'Ll shall be 5-1/2- to accommodate sever pipe through at CAST WITH Gaoar[ TO rIFIC 36-. M h 1 wall shall haw vor less than 0.12 III SAlf rr "" ST.,, $It, re LAea[A se TATC -' - q re sn h p Sineal tae[ circumferential re i PACCAST [cc[ATaIC Care Sof rc g e 1 bar. All prec set sections shall sort •s 1. 15 form t AS1M C-478. �®aa(• t0 HWa y� ITS lanr 1<ICn.[a At laraat lac mA. rlT _ +. aaw s tT[P CIA( w vnsr Crilr Pa[C +sT sitTlo- 4. All manhole ioints use a confined round rubber cea[oexlAC TC •31e • 415. ass ALL sr[rc ro gasket meeting AS"IM C-443 Specifications. 1[ I:are M. c•lra,il[e iaaraaxlac ro T_ gasket • 11) -� ftci'w aAa[ a •N TtA / A ^ "lxvl 5. All holes f inlet and outlet pipe shall be I{� blocked c t .he time of casting rgo.. I® 1 1 cA".",. rAaxall [oVPl1a4 r' L[ se Al CC-L less the s air to be core dgil.ed. w1b"O ' xro•t lxc U. __S Y' [muu Is aonxs- To . s..l sxoni _ wr1[L[ fHOw - h. All pip gh manh.. We-': IhiSI: he,e :ng 0 r bb " B h L-1.11 s.ILr I tH.xxll AAO s"tli 5""'. a 8 p 8 x i L a. - � ra or rC eel re. its � „j. - I- a" +[r[C Iouxwiio- ix+rtl sews_ cr .ea is roPpo a .ro•C 1xc oar { s c.l r.nir'o ",;I ...: STANDARD MANHOLE SAFETY STEP LADDER MINIMUM 4'-0" DEEP a. yam