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HomeMy WebLinkAbout2912-6FOR vwA11" ROIJII� E(W$ W SCICTIOlt TAOLE OF VALQ_lEt FOR Tj -L it6rlpM±-lifAx, :. MIS, i MAX. IIN�II *kMM116AN PE/f A IAIOM6 AMMIMTION - #OiiTM "Ww"M MA,N"01A Nft TO !'tM_ (RUIN LINN 10=W O RAS .tele 1- all* to= = ! A" Mid *00mv, w wnw w 1:1 MMweL tw �R11M1. moi= .I♦� w�i► 'll Iyr who Oft lb NR S ]Galow ow ft, "stlF IaieLli i Illart /. ". wra thw1YM way T'Il4E'AI. LIi11'OIII' EIIMMIki ��-.M+w � ti• ww Y r P g"_ wr, •.' i..` PAtl/ PIAN WV* No } '� � M Mrr Y tAY11AMMMMll+6��� w '%wag 44 & . N"T 41,11'tET • P R.G. P" DETA" MICTIDMI Ilio TYPICAL IMCTION TtrPKTAt. SEO'TION ... Af V&MA sr Wa.t1!Tmdoi TIrE C WALL f, feel low!SISI t -i 1 Mail. oars i..11*.1IIII vim IrtIPE GULUNT :Tw�tIrMI wIMNIwI .�,: IMAQWALLS, ENNWAL.LS AM WIMI&WALLS TYPES At 9 AND C No SCALE F _D 9-4 TYPE A HEADWALL I. WHEN DEPTH M FROM STREET GRAIN TO THE TOP Of THE BOX IS LEST TMA* 2' -tO 1/2' FOR PAVED STREETS oA 3'-4* FOR UNP AVfO S TR T111 - CONSTRUCT MO"OLITPtIC SHOFT RER SECTICW C -C AND DETAIL 'N, SHAFT FOR ANY DIEPTM Of MAI MOLE MAY BE CONSTRUCTED PER SECTION C -C. wttEN DIAMETER DI IS 4r OR LESS. CENTER Of SMAFT MAY K LOCATED PER: NOYC .L 1. CENTER Of MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETM Ot IS. 0' OR LESS, IN WHICH CASE PLMN E SAID* SYMMIETiNICALLT 0006 $44007 AT 4IP WITH CEWTER LINE AND OMIT J OARS. 3. LAND P SHIALL NA VC TW , FAILL IS V61.0" 40k"Al HTNiRNNW SN#%W ON T14E PROJECT DRAW101 4•s A, 4== 96. OR LESS. L" S' -6`. 043' 9. N OVER 96". L=16 -0% P=4. L MAY K INCREASED OR LOt,0104 OF MANMQLE 344I.FTE0 TO MEET PIPE ENDS. WH-tN L GREATER THAN THAT SNIOWN A413YE I'S S.PEGF'&O, O $AR6 5444iLI;. BE C44111TtNIKO ISlOC. 4;. STATIONS OF MANHOLES SNOWW ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SKAFT. ELEVATIONS A!lIE,SHOVMI AT CENTER LINE- Of SAAFT,AND Revo Tb TWE PROL i*WD I~T SRABt Lt"Ce. 'S:. REINFORCEMENT SHALL COWORM TO AST#A A BIS. GRADE 40, AND SHALL TER NhNATE 1 1/2' CLEAR OF ATE. SHA+; Edi W"U 01144404. . g1+t�wlw. -6. FLOOR OF MA#NftE SMALL K STEU `#ROjMELED TO SPOINC LINO. T. BODY OF MAWOLE S14ALL BE POURED IN ONE CONTINUOUS OPERATION E)(CEPT THAT A CONSTRUCTIL" .._"T WJT9 A L41W 4gANAL WLYIAIAY MAST eE PLACED AT $PR100 LIME. i. THIOKNESS Of T14E OECX SHALL VARY WHEN NECESSARY TO PIlOVIQc A LEVEL SEAT OUT SKALL NGI L.9"TIIA1tN TNF TIiPtl�t,iMR I►A41�L1 F"Ar SHO>MI ON TAlrAE $11; i. s: D BA" SHALL OE 04 FOR 0s#3:S" Oft LESS.. FOR DTI:=4f*'TO 041, INCLUSIVE AND We FOR t2*64• " OVER. 44. CENTER LIME Of INLET PIPE *SHALL INTE'MCT It>IS-Ml FAttf OF Cow 0 SPRING LINE UNLESS OT14ERWISE WWN. III. STEPS SHRILL, C!aNP'WW TO STANOAft PLAN t3S twit 16541 UNLEl* OTMERWI14E SHOWN, STEINS tHALL SE UNIFORMLY SPACED t4" TO IS" OC, Tt* LOWEST STEP $HALL NOT BE MORE THAN 24, ABOVE THE INVERT. 12. THE FOLLOWtNS CRITERIA SMALL 6E USED FON 'PMI= MIAM 4":, A. MAIN LINE ; 38" INStDE DIAMETER` OR LARGER EXCEPT IF MAIN LINE RCP DOWNSTREAM 0R MANHOLE IS 38` TO 4:2' INSIDE DIAMETER AND WIN LINT RCP UlSTRtAM IS S'E' 'OR LESS 11YANDARD PLAN SO SMALL, Us�a 1-3. MANHOLE FRAW AND COVER SHALL CONIFORN TO STAIWARN PLAAI 630 a OPTIOMAI, OATIft ------`--` to" Tar lt 02 F tam" .Ir � 7Is OTHERWISE SHOWN. Tp ' R tO 3' 3 a It v 3•OC .t r • id- 1? If4:• +3 TIE BAR- + R"siA M 1►UAct te- C . E sass At E SARs TIE SAO$. t ;O 1• • 1 10 Ili. SEE NOTE t 4-94 N IWAS 114• 16 1/2• d sAAIItt •S Till, 01001 4, 7.4#' LNilt t Y S' OC_ :rtwTt .,�/ e� • , DTA 1 1 1 i-.4 d sAAs 41 �. MIN 13 i Dt l.ONO 3. OC COtr T ANQ COVER PER 636 POLYPROPYLENE. PLASTIC STEP , It AD t:.. BAILS s• OC' (SEE NOTE 11 ANNOMII MOM JOIN Mi KIM - =191 IMI OW "M tRli> To I*SNW I6t K ®f MA LS IP#M TO RM (LARGE SM WLMT) EXCEPT THAT A CONSTRUCTION JOINT WITH A LOW&ITU41 AL XCYt{IIAY PLAN MANNOLf. SEt "an s. MAY BE PLACED AT SPRIN IG LINE. SEE NOTit 3' I,31rAtl! T INT ?NOrMa� TIE STIRS BARS LEVEL SEAT BUT SMALL NOT BE LESS. T"A M TIME TAOULAO VALUES Of rtl�' F SHOWN ON TALE, SM. I. Oft T anis STEL tN sEt' rW1Tt S TIE *ALIS t. A a 1 *A*$ 1 �-.�-._ LOCATED ON SIDE RECEIVING THE. SMALLER LATERAL. MANHOLE FRANC �• E BAR$r ' r` N. STEPS SHALL. CONFORM TO STA"DARD PLAN 633 OR .6-39. UNLESS OTMERWIS>E I--' T r P I. SMUT A90 COMER PER !IIs -s' N &A* ST" SMALL NOT SSE M10 t`E THAN 34' ABOVE THE tMVERT. CIIA Bip- DirAN i� 12. THE FOLLOWING CRITERIA SVIALL BE USED FOR THIS MANHOLE' A SARSj " EDGE* TO 3. R t EL V. or 3•j R 114AOEOU ATE. MAIN LINE N 300 I N'S I DE DIAMETER OR LARGER. MANHOLE SHAFT t�► ► ,-4" -4� � R n PER Sroa 3's#' Pot S. LATERAL _ 12" TO 144' imsiDE DIAMETER= HOWEVER. THE INSIDE i�1►A+1 7 SEAT 3 MAIN L I NIS.. E A "I'tON - >> 13ALlP!tlllMtA c"Af1m tRANIM r KJO TFC sly �1 Arm PlPl'TO PIPE (LAMM SIDE INLET)AMIAar!ow>, 14 WAM POiNT.S. 3TEPs $rx Nett ttE SAIL -•-1 I�. E SECT 11M IS "` k F +' d ems EOBEs - :iMNt-I1K L Mt To 3-P " c,errtft Lrltwei .4410' OC, - 1MLET PER $TO. sr�IltT MM( ---.. � VOTN WA► 1 E:CvATi;M PLAN 324 !'. t- RlFIG 3iAf TO ai E APPLIES AT 2I� THIS PQIMT T'rms,. WHEN Ot: !* M iAlti _ iq+' iA iylM► Inv III SIMTAO"PAVCQ SECT14�N,A-7A sTItEt s vwhm ,A ,�, E RMM � k. lA1IlS f 1 � •R Ort «s TK A� 4 FOR PAVED � J A� STREE TS. 2' -i' FOR vwA11" ROIJII� E(W$ W SCICTIOlt TAOLE OF VALQ_lEt FOR Tj -L it6rlpM±-lifAx, :. MIS, i MAX. IIN�II *kMM116AN PE/f A IAIOM6 AMMIMTION - #OiiTM "Ww"M MA,N"01A Nft TO !'tM_ (RUIN LINN 10=W O RAS .tele 1- all* to= = ! A" Mid *00mv, w wnw w 1:1 MMweL tw �R11M1. moi= .I♦� w�i► 'll Iyr who Oft lb NR S ]Galow ow ft, "stlF IaieLli i Illart /. ". wra thw1YM way T'Il4E'AI. LIi11'OIII' EIIMMIki ��-.M+w � ti• ww Y r P g"_ wr, •.' i..` PAtl/ PIAN WV* No } '� � M Mrr Y tAY11AMMMMll+6��� w '%wag 44 & . N"T 41,11'tET • P R.G. P" DETA" MICTIDMI Ilio TYPICAL IMCTION TtrPKTAt. SEO'TION ... Af V&MA sr Wa.t1!Tmdoi TIrE C WALL f, feel low!SISI t -i 1 Mail. oars i..11*.1IIII vim IrtIPE GULUNT :Tw�tIrMI wIMNIwI .�,: IMAQWALLS, ENNWAL.LS AM WIMI&WALLS TYPES At 9 AND C No SCALE F _D 9-4 TYPE A HEADWALL I. WHEN DEPTH M FROM STREET GRAIN TO THE TOP Of THE BOX IS LEST TMA* 2' -tO 1/2' FOR PAVED STREETS oA 3'-4* FOR UNP AVfO S TR T111 - CONSTRUCT MO"OLITPtIC SHOFT RER SECTICW C -C AND DETAIL 'N, SHAFT FOR ANY DIEPTM Of MAI MOLE MAY BE CONSTRUCTED PER SECTION C -C. wttEN DIAMETER DI IS 4r OR LESS. CENTER Of SMAFT MAY K LOCATED PER: NOYC .L 1. CENTER Of MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETM Ot IS. 0' OR LESS, IN WHICH CASE PLMN E SAID* SYMMIETiNICALLT 0006 $44007 AT 4IP WITH CEWTER LINE AND OMIT J OARS. 3. LAND P SHIALL NA VC TW , FAILL IS V61.0" 40k"Al HTNiRNNW SN#%W ON T14E PROJECT DRAW101 4•s A, 4== 96. OR LESS. L" S' -6`. 043' 9. N OVER 96". L=16 -0% P=4. L MAY K INCREASED OR LOt,0104 OF MANMQLE 344I.FTE0 TO MEET PIPE ENDS. WH-tN L GREATER THAN THAT SNIOWN A413YE I'S S.PEGF'&O, O $AR6 5444iLI;. BE C44111TtNIKO ISlOC. 4;. STATIONS OF MANHOLES SNOWW ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SKAFT. ELEVATIONS A!lIE,SHOVMI AT CENTER LINE- Of SAAFT,AND Revo Tb TWE PROL i*WD I~T SRABt Lt"Ce. 'S:. REINFORCEMENT SHALL COWORM TO AST#A A BIS. GRADE 40, AND SHALL TER NhNATE 1 1/2' CLEAR OF ATE. SHA+; Edi W"U 01144404. . g1+t�wlw. -6. FLOOR OF MA#NftE SMALL K STEU `#ROjMELED TO SPOINC LINO. T. BODY OF MAWOLE S14ALL BE POURED IN ONE CONTINUOUS OPERATION E)(CEPT THAT A CONSTRUCTIL" .._"T WJT9 A L41W 4gANAL WLYIAIAY MAST eE PLACED AT $PR100 LIME. i. THIOKNESS Of T14E OECX SHALL VARY WHEN NECESSARY TO PIlOVIQc A LEVEL SEAT OUT SKALL NGI L.9"TIIA1tN TNF TIiPtl�t,iMR I►A41�L1 F"Ar SHO>MI ON TAlrAE $11; i. s: D BA" SHALL OE 04 FOR 0s#3:S" Oft LESS.. FOR DTI:=4f*'TO 041, INCLUSIVE AND We FOR t2*64• " OVER. 44. CENTER LIME Of INLET PIPE *SHALL INTE'MCT It>IS-Ml FAttf OF Cow 0 SPRING LINE UNLESS OT14ERWISE WWN. III. STEPS SHRILL, C!aNP'WW TO STANOAft PLAN t3S twit 16541 UNLEl* OTMERWI14E SHOWN, STEINS tHALL SE UNIFORMLY SPACED t4" TO IS" OC, Tt* LOWEST STEP $HALL NOT BE MORE THAN 24, ABOVE THE INVERT. 12. THE FOLLOWtNS CRITERIA SMALL 6E USED FON 'PMI= MIAM 4":, A. MAIN LINE ; 38" INStDE DIAMETER` OR LARGER EXCEPT IF MAIN LINE RCP DOWNSTREAM 0R MANHOLE IS 38` TO 4:2' INSIDE DIAMETER AND WIN LINT RCP UlSTRtAM IS S'E' 'OR LESS 11YANDARD PLAN SO SMALL, Us�a 1-3. MANHOLE FRAW AND COVER SHALL CONIFORN TO STAIWARN PLAAI 630 F 02 F 111* 6 wr 7Is OTHERWISE SHOWN. 3 a It v 4 % 1,1 • id- 1? If4:• _ te- C . 4ir ll.10 E SARs TIE SAO$. t ;O 1• • 1 10 Ili. 34• 9• 114• 16 1/2• S 4 1/41 t IT, • 9 t/ 1 1 ..10, 13 i 6135 STEEL STEP ' ANQ COVER PER 636 POLYPROPYLENE. PLASTIC STEP , "il-F ;rr ANNOMII MOM JOIN Mi KIM - =191 IMI OW "M tRli> MA LS IP#M TO RM (LARGE SM WLMT) EXCEPT THAT A CONSTRUCTION JOINT WITH A LOW&ITU41 AL XCYt{IIAY FOR vwA11" ROIJII� E(W$ W SCICTIOlt TAOLE OF VALQ_lEt FOR Tj -L it6rlpM±-lifAx, :. MIS, i MAX. IIN�II *kMM116AN PE/f A IAIOM6 AMMIMTION - #OiiTM "Ww"M MA,N"01A Nft TO !'tM_ (RUIN LINN 10=W O RAS .tele 1- all* to= = ! A" Mid *00mv, w wnw w 1:1 MMweL tw �R11M1. moi= .I♦� w�i► 'll Iyr who Oft lb NR S ]Galow ow ft, "stlF IaieLli i Illart /. ". wra thw1YM way T'Il4E'AI. LIi11'OIII' EIIMMIki ��-.M+w � ti• ww Y r P g"_ wr, •.' i..` PAtl/ PIAN WV* No } '� � M Mrr Y tAY11AMMMMll+6��� w '%wag 44 & . N"T 41,11'tET • P R.G. P" DETA" MICTIDMI Ilio TYPICAL IMCTION TtrPKTAt. SEO'TION ... Af V&MA sr Wa.t1!Tmdoi TIrE C WALL f, feel low!SISI t -i 1 Mail. oars i..11*.1IIII vim IrtIPE GULUNT :Tw�tIrMI wIMNIwI .�,: IMAQWALLS, ENNWAL.LS AM WIMI&WALLS TYPES At 9 AND C No SCALE F _D 9-4 TYPE A HEADWALL I. WHEN DEPTH M FROM STREET GRAIN TO THE TOP Of THE BOX IS LEST TMA* 2' -tO 1/2' FOR PAVED STREETS oA 3'-4* FOR UNP AVfO S TR T111 - CONSTRUCT MO"OLITPtIC SHOFT RER SECTICW C -C AND DETAIL 'N, SHAFT FOR ANY DIEPTM Of MAI MOLE MAY BE CONSTRUCTED PER SECTION C -C. wttEN DIAMETER DI IS 4r OR LESS. CENTER Of SMAFT MAY K LOCATED PER: NOYC .L 1. CENTER Of MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETM Ot IS. 0' OR LESS, IN WHICH CASE PLMN E SAID* SYMMIETiNICALLT 0006 $44007 AT 4IP WITH CEWTER LINE AND OMIT J OARS. 3. LAND P SHIALL NA VC TW , FAILL IS V61.0" 40k"Al HTNiRNNW SN#%W ON T14E PROJECT DRAW101 4•s A, 4== 96. OR LESS. L" S' -6`. 043' 9. N OVER 96". L=16 -0% P=4. L MAY K INCREASED OR LOt,0104 OF MANMQLE 344I.FTE0 TO MEET PIPE ENDS. WH-tN L GREATER THAN THAT SNIOWN A413YE I'S S.PEGF'&O, O $AR6 5444iLI;. BE C44111TtNIKO ISlOC. 4;. STATIONS OF MANHOLES SNOWW ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SKAFT. ELEVATIONS A!lIE,SHOVMI AT CENTER LINE- Of SAAFT,AND Revo Tb TWE PROL i*WD I~T SRABt Lt"Ce. 'S:. REINFORCEMENT SHALL COWORM TO AST#A A BIS. GRADE 40, AND SHALL TER NhNATE 1 1/2' CLEAR OF ATE. SHA+; Edi W"U 01144404. . g1+t�wlw. -6. FLOOR OF MA#NftE SMALL K STEU `#ROjMELED TO SPOINC LINO. T. BODY OF MAWOLE S14ALL BE POURED IN ONE CONTINUOUS OPERATION E)(CEPT THAT A CONSTRUCTIL" .._"T WJT9 A L41W 4gANAL WLYIAIAY MAST eE PLACED AT $PR100 LIME. i. THIOKNESS Of T14E OECX SHALL VARY WHEN NECESSARY TO PIlOVIQc A LEVEL SEAT OUT SKALL NGI L.9"TIIA1tN TNF TIiPtl�t,iMR I►A41�L1 F"Ar SHO>MI ON TAlrAE $11; i. s: D BA" SHALL OE 04 FOR 0s#3:S" Oft LESS.. FOR DTI:=4f*'TO 041, INCLUSIVE AND We FOR t2*64• " OVER. 44. CENTER LIME Of INLET PIPE *SHALL INTE'MCT It>IS-Ml FAttf OF Cow 0 SPRING LINE UNLESS OT14ERWISE WWN. III. STEPS SHRILL, C!aNP'WW TO STANOAft PLAN t3S twit 16541 UNLEl* OTMERWI14E SHOWN, STEINS tHALL SE UNIFORMLY SPACED t4" TO IS" OC, Tt* LOWEST STEP $HALL NOT BE MORE THAN 24, ABOVE THE INVERT. 12. THE FOLLOWtNS CRITERIA SMALL 6E USED FON 'PMI= MIAM 4":, A. MAIN LINE ; 38" INStDE DIAMETER` OR LARGER EXCEPT IF MAIN LINE RCP DOWNSTREAM 0R MANHOLE IS 38` TO 4:2' INSIDE DIAMETER AND WIN LINT RCP UlSTRtAM IS S'E' 'OR LESS 11YANDARD PLAN SO SMALL, Us�a all . s. I< � 1-3. MANHOLE FRAW AND COVER SHALL CONIFORN TO STAIWARN PLAAI 630 MAN L9 P" TO l"PE. MANIA ID = W OftL.A iEN all . s. I< � 0. 744 IKITS4ft bl nitllETER 01F Y"tr L AY" AL MIST St LESS TN VI O>Er EOUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UP'STREANI AND DOWNSTREAM DIAMETERS Of THE MANHOLE ARE #Of THE SAME, THE GOVERNING INSIDE DIAM IETER Of THE MA114 LINE SMALL BE CONSIDERED TO SE THAT WHERE THt EXTIWO Cf-MYC14 LINE Of T.Hf LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE S44ALL THE INSIDE DIAMETER 00 TOE LATERAL TO THE MAIIrI#OL£ RE G49ATER THAN 30', I.I. EiIAMIOU FRAME ANO COVER SUALL t; WO" TO STAN NAM. II AW "0 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL C W0461 TO STANDARD PLAN 3Z4 U111ILE0, OTREXWISE SMO", IS. %"ElRE A MANHOLE $"IWT 36 -INCH WITOWT MWAM Il. SMWI46 REFER TO STANpARD PLAk 326, 16: WHERE A PRESSURE MAIt1H.OLE SHAFT - WITH ECCENTRIC IlEcwm Is SPECIf195 REFER TO $TANOARO PLAN 324. Ij.. WHERE A PRESSU1!6_#IMMR "E $14AFT - 3*rtll tb 1MI;'TNWT Is. APfCIFIE0 offER TQ S'IIAW.#AD PLAN aft. THE FftLOWINi ST W"AM PLAN11w imco"onemkmesEw 324 IrAAAMMLII;E IMAMt°T - WITH Zv=WT* ftf0U(Z* 324' MAWOLE S tAtl t' 346 -INCH WITHOUT REDUCER 324 PRESSURE MAWOLE SHAFT - WITH ECCENTRIC 32! PRESSURE MAWOLE SHAFT 36 t*04 WITHOUT 14EIIUCER. 630 24 -INCA MANHOLE FRAME AND COVE* 633 36-i►4C" MANHOLE FRAME AND COVET! 633 STLEFL STFP 63:4 P%.YPR4PYIj-M PL*$-TiJ:- ST#!' 1-3. MANHOLE FRAW AND COVER SHALL CONIFORN TO STAIWARN PLAAI 630 O'PTIONAC UNLESS OTHERWISE SHOWN. 4►TIpNA4 KTX* 14, WOHOLE SHAFT SHALL CONFORM TO STANOARD PLAN 324 UMLE33 ADO`ITiONAt SARI DI F OTHERWISE SHOWN. I I'3: WHERE A MAN"LE SHWT - 36 -INCH WITHOUT REDUCER 15 SPECIFIED 4'ot TO tNEIDC ! REFER TO 3TAWARD PLAN 326. r- D: . i F IG. WMtERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER I! ED/R Ii1+lNN14LE SPE,CIFIlED 14"raA TO STANPARD PLAN 023. C . 117. WHERE A PRESSURE MANHOLE SHAFT - S6 -INCH WITHOUT IS SPECIFrED E SARs TIE SAO$. REFER TG STANDARD PLAN 329. �; TIRE FOLLOW*06 STAWA" PLANS ARE INCORPORATEp 149KIM r 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER t OPW 326 MANMOL.E StIAFT - 36 -INCH WITHOUT REDUCER 34NZ` PIP[ SEAT'-'' 324 PRESSURE MANHOLE S44AFT - WITH ECCE14TRIC ANY STAN 329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCEII 3 $30 24 -INCH MAW40LE FRAME AND COWER r►1rt Joint. 635 36 -INCH MAWOLE FRAME AND COVER J, -D SARI, 3.0C 6135 STEEL STEP ' ANQ COVER PER 636 POLYPROPYLENE. PLASTIC STEP , CotlTllrruE aro pt ANNOMII MOM JOIN Mi KIM - =191 IMI OW "M tRli> •. 1300Y OF MAN14O .E SHALL BE POURED IN 014E CONTINUOUS OPERATION MA LS IP#M TO RM (LARGE SM WLMT) EXCEPT THAT A CONSTRUCTION JOINT WITH A LOW&ITU41 AL XCYt{IIAY 32" MAY BE PLACED AT SPRIN IG LINE. SEE NOTit 3' 0. 744 IKITS4ft bl nitllETER 01F Y"tr L AY" AL MIST St LESS TN VI O>Er EOUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UP'STREANI AND DOWNSTREAM DIAMETERS Of THE MANHOLE ARE #Of THE SAME, THE GOVERNING INSIDE DIAM IETER Of THE MA114 LINE SMALL BE CONSIDERED TO SE THAT WHERE THt EXTIWO Cf-MYC14 LINE Of T.Hf LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE S44ALL THE INSIDE DIAMETER 00 TOE LATERAL TO THE MAIIrI#OL£ RE G49ATER THAN 30', I.I. EiIAMIOU FRAME ANO COVER SUALL t; WO" TO STAN NAM. II AW "0 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL C W0461 TO STANDARD PLAN 3Z4 U111ILE0, OTREXWISE SMO", IS. %"ElRE A MANHOLE $"IWT 36 -INCH WITOWT MWAM Il. SMWI46 REFER TO STANpARD PLAk 326, 16: WHERE A PRESSURE MAIt1H.OLE SHAFT - WITH ECCENTRIC IlEcwm Is SPECIf195 REFER TO $TANOARO PLAN 324. Ij.. WHERE A PRESSU1!6_#IMMR "E $14AFT - 3*rtll tb 1MI;'TNWT Is. APfCIFIE0 offER TQ S'IIAW.#AD PLAN aft. THE FftLOWINi ST W"AM PLAN11w imco"onemkmesEw 324 IrAAAMMLII;E IMAMt°T - WITH Zv=WT* ftf0U(Z* 324' MAWOLE S tAtl t' 346 -INCH WITHOUT REDUCER 324 PRESSURE MAWOLE SHAFT - WITH ECCENTRIC 32! PRESSURE MAWOLE SHAFT 36 t*04 WITHOUT 14EIIUCER. 630 24 -INCA MANHOLE FRAME AND COVE* 633 36-i►4C" MANHOLE FRAME AND COVET! 633 STLEFL STFP 63:4 P%.YPR4PYIj-M PL*$-TiJ:- ST#!' (LARGE SIDE INLET) 3 -411 d 0645'. NOTES O'PTIONAC 1. VALUES FOR A. O. C. Dt, . ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE 4►TIpNA4 KTX* WALL OF STRUCTURE. ADO`ITiONAt SARI DI F 2. WHEN DEPTH M FROM STREET CRANE TO THE TOP OF THE BOX 1S LESS I THAN 2'-I0 1/2' FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS. 4'ot TO tNEIDC ! CONSTRUCT M014OLITMIC SHAFT PER SECTION C -C AND DETAIL -W. r- D: . i F SHAFT FOR ASY DEPTM OF MANHOLE MAY BE CONSTRUCTED PER SECTI011 ED/R Ii1+lNN14LE C -C. WHEN DIAMETER 01 IS 46" OR LESS, CENTER Of SHAFT MAY BE C . LOCATED PER MOTE S. E SARs TIE SAO$. 3. CENTER Of MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF �; STORM ORAIN WHEN DIAMETER DI IS 46` OR LESS, IN WHICH CASE r PLACE E BARS SYMWTRICALLY AROUND SHAFT AT 45' WITH CENTS!! LINE. t OPW 4. LENGTH OF MANHOLE MAY K INCREASED AT OPTION TO MEET PIPE ENDS, 34NZ` PIP[ SEAT'-'' BUT ANY CHARM IN LOCATION OF SPUR MUST BE APPROVED BY THE ANY STAN EM�ra�IEIlt. . 3 S. P SHALL BE ;Y FOR N-9+6" OR LESS AND t' FOR DE OVER 90' r►1rt Joint. G. REINFORCEMENT SMALL CONFORM TO ASTM A 6151 GRADE 4.0. AND SMALL, J, -D SARI, 3.0C TERMINATE 1 111'. "EAR OF COMMETt SURFACES UNLESS OTHERMHS[ ANQ COVER PER SH OWFI. CotlTllrruE aro pt 7, FLO" Of 01111014ftil iMAL.L K STEEL TROWELED TO SPRING LINE-. tRli> •. 1300Y OF MAN14O .E SHALL BE POURED IN 014E CONTINUOUS OPERATION 4_,I` 0040. EXCEPT THAT A CONSTRUCTION JOINT WITH A LOW&ITU41 AL XCYt{IIAY s 0- D BARS MAY BE PLACED AT SPRIN IG LINE. SEE NOTit 3' S. THICKNIESS Of THE DECK SHALL, VARY WMEN NECESSARY TO PROVIDE A TIE STIRS BARS LEVEL SEAT BUT SMALL NOT BE LESS. T"A M TIME TAOULAO VALUES Of .S OR 04 M IS• bC t F SHOWN ON TALE, SM. I. Oft T anis STEL tN 10. Or LATERALS ENT." ON BOTH SIDES OF MANHOLE SHAFT SHALL K TIE *ALIS t. A a 1 *A*$ 1 �-.�-._ LOCATED ON SIDE RECEIVING THE. SMALLER LATERAL. R t 1. PAVED OF SPUR t WITH• A MA1I_ STREET$-wi N. STEPS SHALL. CONFORM TO STA"DARD PLAN 633 OR .6-39. UNLESS OTMERWIS>E I--' T r P I. SWOMMIII. STEPS SHALL BE UNIFORMLY SPACED 14' TO 13" OC. THE LOWEST !IIs -s' N &A* ST" SMALL NOT SSE M10 t`E THAN 34' ABOVE THE tMVERT. t 12. THE FOLLOWING CRITERIA SVIALL BE USED FOR THIS MANHOLE' A SARSj " EDGE* TO 3. R t EL V. or A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 13 114AOEOU ATE. MAIN LINE N 300 I N'S I DE DIAMETER OR LARGER. S. LATERAL _ 12" TO 144' imsiDE DIAMETER= HOWEVER. THE INSIDE DIAMIETE`R +SMALL, THIN EMCEED TME INSIDE DIAMETER Of THE MAIN L I NIS.. A "I'tON - >> 13ALlP!tlllMtA c"Af1m tRANIM r KJO Arm PlPl'TO PIPE (LAMM SIDE INLET)AMIAar!ow>, (LARGE SIDE INLET) 3 -411 d 0645'. A 140" TO 3' R O'PTIONAC 4'-t' LOMB. 310C CONTIWA* 4►TIpNA4 KTX* OUTSIDE ADO`ITiONAt SARI DI F T I £ t r 4'ot TO tNEIDC ! r- D: . i F c0*CRSi9 ED/R Ii1+lNN14LE © C . ? . �: E SARs TIE SAO$. TABLE VU (SEE �; F ism3_ r STREET t OPW L - tK #AILS. 34NZ` PIP[ SEAT'-'' GRAN ANY STAN 3'-W Loft 3 MiIIM+W E r►1rt Joint. BAR$ J, -D SARI, 3.0C SHAFT ANQ COVER PER T A. CotlTllrruE aro pt tRli> AM COVER OWN11 4_,I` 0040. �. s 0- D BARS SEE NOTit 3' �+ � vw TIE STIRS BARS "! SECTION G- .S OR 04 M IS• bC t `� lid Oft T anis STEL tN � co"eftill Riun PER STD, STREET GRAM TIE *ALIS t. A a 1 *A*$ 1 �-.�-._ ' --' R t 1. PAVED OF SPUR t WITH• A MA1I_ STREET$-wi PLAN 3.24 R �., yl soli MAT I--' T r P I. ♦ 3.m !IIs -s' N &A* AI N ..... MANHOLE P1PI TO PIPS (LARGE SIS if TA 161d IMI WHAT iTMM1IR BF'MJl16l►'MIIIII 1kMlt Wink MIOIMR trS� IA• FOR PAVED M 8M USED WHEN a I STREET$. 2-2' POI �- r- D: . i F WMAVFXO STREETS 4 VAR I At LK -, P� TIE *of* E SARs TIE SAO$. TABLE VU (SEE (SHAFT NOT S001M " F ism3_ F F r !SARs STREET GRAN TIE .... R MiIIM+W E mam"4K.f' FOAM BAR$ E06ES ...-..---„-......- TO. 3`44 SHAFT ANQ COVER PER T PLUS to STD, PLAN bio S�C T I a C -C s 0- D BARS STt*S. TIE STIRS BARS "! SECTION G- Tc 39tiIT N; TIL aARs I , 5'112' PMS' Willf li-i 0 SAR O 1�ARQi $-.Ir PIPE ROUND t SEAT A SARSj " EDGE* TO 3. R t EL V. or 1 ! P -� ELLT. $ a BARS MANHOLE P1PI TO PIPS (LARGE SIS if -4094r os SOT" IMI WHAT iTMM1IR BF'MJl16l►'MIIIII 1kMlt Wink MIOIMR trS� WAYS. To eE =409- OC 50Tm WAYS. y USED WHEN a TO K OSED WHfNI Or , ES &O" OR MOM Is 44. OR MORE - - �SECTION, N -M -P-0 A, Ig _�. 3 t) 3 •4K' -, _s TABLE VU (SEE NOTE 21 1w$ SECTION�YE _R LaN•glTIJ_QINAL;. TtOm AAIMWNt In 1/ -sou 111100 +�. r«►,I MANHOLE P1PI TO PIPS (LARGE SIS if 4 fM1aT t a it IMI WHAT iTMM1IR BF'MJl16l►'MIIIII 1kMlt Wink MIOIMR trS� 0