MANHOLE FRAME & COVER: ASTM A-48, LATEST EDffiON, CL.ASS 35 WITH 24" DIAMETER FRAME. IN TRAFFIC AREAS: 7" MIN. HGT., EQUAL TO EAST JORDAN 1022 OR EQUAL WITH HEAVY DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. (SET LID FLUSH WITH FINISHED STREET SURFACE). IN NON-TRAFFIC AREAS: W 7B I '' T E H H A G R M I T N E ., G D E I SQ U U M U R A D F L A U T C T O E Y E & C A O CS V O T E N J R C O , E R M A D A L A E C N D H I 1 L N 0 I E F 2 T D 2 HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). BUTYL FILLER STRIP GRADING RINGS: SEE DETAlL WW-23 FOR GRADING RING NOTES P R AE SC TA MS TCC- 4O7N8E, 4A 0N0D0 RP I. 5S .E1R. CSOE NC TCIROENTSE:. JOINTS: S EP i AR LE FBOERTMWEEDE NB UCTAYSLT IRNUGB BA ENRD SEEAACL H. A NRTI NMGE ME TI INNI MG UAMS TSMI Z CE - 93 9/ 40 ". PRIME EXTERIOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO '?/RAPPING. ALL JOINTS SHALL HAVE EXTERIOR JOINT WRAP IN M B I EE N E ST S T I E N A A N G LE C T D E H S W E W I R T H E H E Q RU A E I C R J O E O N M IN T E R T N O T IS S L L B OE E D F L A O E S W X T P M A W N C A S - T I 8 O E 7 R N 7 , T W M A A B IN T LE E IM , R J U S O M E I A N 6L T " E W S Q H R U A A A L P L L . TO CONSEAL CS-231. PRECAST BASE SECTION: BASE SECTION WITH RESILIENT PIPE TO MANHOLE CONNECTOR MEETING ASTM C-923. SMOOTH INVERT CHANNELS SHALL BE SHAPED TO A DEPTH OF A FULL INSIDE PIPE DIAMETER. THE MANfiOLE BENCH SHALL SLOPE TOWARD THE CHANNEL AT A 12:1 SLOPE. T H EB AMSAENWH OI TLHE AB AMSIEN SI ME CUTMI OCNO MS HP AA CL LT EBDE DP LE.PA CT EHDOOF N6 "A. T#H5 EOSRT #O 8N ES TBOA NS EE SHALL OVERHANG THE BASE SECTION BY A MINIMUM OF 6". m1mum 1pe Deflection Angle 48"¢ Structure 6" (MIN) #5 OR #8 STONE BASE NOTE: • 5" UNPAVED AREAS • 24" NOTE: NOISNTCELPUSDETDO. BE PAVED AREAS • 48" DIA. " i------------1" ··,-�-- 5" • 12 • Pipe Size 15" 18" 24" 1. MALOLLDMEADNHINOTLOE LTIHDESESXHTAELRLIOBERASRU"RSFAANCIET.ARY SEWER" OR "STORM SEWER" (AS APPLICABLE) • z 0 t -,- 0 �- i N- - s � - 0 z 0 0: z ,: 0 u 12" 65" 67" 15" 59• 73• 75• 2. AWSANTOERTTEIDG.HT CASTINGS EQUAL TO El 1022-WT WITH GASKET AND SOLT DOWN LIDS REQUIRED 18" 81° 24" NOTE: 1. C A O E N N N G T T L H E E E R S L HH I O N O E L W E S N S O I I F Z S P E F I O F P O E R S R M . E I T A N H C . H E D E D P G E IP R G E E R E I E N S E C S BL E A U T R D W E I N E B E G A N SED 6" MIN CONCRETE BETWEEN HOLES. 34 .. AA LL LL PP RR EE CC AA SS TT CC OO NN CC RR EE TT EE SF OH AR LFLOCROCNE TMA AI NI NWRAETCEERI VP RI NOGO FMI ANNGHAODLDE iSl lAVNED, XA YL PL ENXE OWR MEAQNUHI VO AL LE ES N T . WANITTHI-ICNO5R0R0OFSEIOETN UAPDSDTiRlElVAEM, OC ORNDSOHWI ENLSDTOR ERAEMQUOIFVTAHLEENRTE. CEIVING MANHOLE SHALL CONTAIN 56 .. RI TE MI SOUT PE TA OR ETAHSE RCEIQT UY I OR EF PF RE TA EMRES/ BC UA RS TGI NT GO TDOE TBEER MM II NN IEMIUF ME C1C2E" NATBROI VC EOGRRCOOUNNCDE NWTI RT IHC MI SA RAKL EL RO WP OE DL E. . 7.8. RAELFLEORPTEONIDNEGTSATILO9HFAOVRE BWEANTCEHRTDIEGTHATILR. ESILIENT SEAL B O O T OR GASKET. WW 01 STANDARD PRECAST CONCRETE 48" MANHOLE (4O) N1" 3D2IA3/H4fPDLEIAS BOLT ORCLE NOTTOSCALE Z SvO, FRAME SECTION FNOORNM- SAHNRDI NFKI L LG RWOI TUI HT (VIBRATE IN PLACE) ,--,r-., MANHOLE FRAME & COVER: ASTM A-48, LATEST EDmON, CL.ASS 35 WITH 24" IDN I AT RMAE FTFEIRC FARRAEMA ES . : 7 " EMQIUNA. LH WG TI T. , HE QH UE AAVL YT OD UETAYS TC OJ OV ERRD,AMN A1C0H2I2NOE DR BEARING SURFACE & CONCEALED LIFT HOLES. {SET LID FLUSH WITH FINISHED STREET SURFACE). IN NON-TRAFFIC AREAS: 7" HGT., EQUAL TO EAST JORDAN 1022 WITH MEDIUM DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES, SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). BUTYL FILLER STRIP GRADING RINGS: SEE DETAIL WW-23 FOR GRADING RING NOTES P R AE CS TA MS T CC- 4O7N8E, 4A0N0D0 RPI. SS E. IR. CSOE NC TCIROENTSE:. PRECAST 60" TO 48" TRANSffiON SECTION: ASTM C-478, 4000 P.S.I. CONCRETE. ALTERNATE TRANSffiONS NEED TO BE APPROVED BY EWSU JOINTS: S EP AR LE FBOERT MWEEDE NB UC TAYSLT IRNUGB BA ENRD SEEAACLH. A NR TI NMGE ME TI INNI MG UAMS TSMI Z CE - 93 /940". ATLHL EJ ORIENQTUS I RS EHMA LE LN THSA VOEF EAXSTTEMR ICO- 8R 7J7O, IMN ITN WI MRUAMP M E E T I N G 6" WRAP. SI NH AI NL LS TBAE NAC EC SO NWTHREORLEL EJ DO I ENXT P IASN BS EI OL ON WW WA TAETRE RS ETAALBEL QE ,UJAOL I NT TO CONSEAL CS-231. PRECAST BASE SECTION: BASE SECTION WITH RESILIENT PIPE TO MANHOLE CONNECTOR MEETING ASTM C-923. SMOOTH INVERT CHANNELS SHALL BE SHAPED TO A DEPTH OF A FULL INSIDE PIPE DIAMETER. THE MANHOLE BENCH SHALL SLOPE TOWARD THE CHANNEL AT A 12:1 SLOPE. OTRH #E 8MSATNOHNOEL EB ABSAES EW SI TE HC TAI OMNI NSIHMAULML BCEO MP LPAACCETDE DO ND EAP T#H5 OF 6". THE STONE BASE SHALL OVERHANG THE BASE SECTION BY A MINIMUM OF 6", - UNPAVED AREAS • i • '' ,>,,,,.,_');',, /// ?•//'..,.:;'-'---- 5" • I 24" NOTE: NOISNTCELPUSDETDO.BE 48" DIA. 60" DIA. PAVED AREAS • 5" V, z 0 V, t " 0 M' V, N' -- 0: � > 0 ,: z - 0 0 - • -0 u 6" (PER SPEC} \ • Minimum Pipe Deflection Angle 60"¢ Structure \ \ I Pipe Size 12" 1S" 18" 24" 12 " so· 53· 57' 63" 15" 56" 60° 66 " 18" 64" 70" 24" 76" 30" 36" NOTE: • ...___ __.,, ., • ' • o' ' , • • � 6" (MIN) #5 OR I • #8 STONE BASE 1 N . O A T L E L : MANHOLE UDS SHALL BEAR "SANITARY SEWER" OR "STORM SEWER" {AS APPLICABLE) 2 . MWOA LTDE ER DT I IGNHTTO CTAHSET IENXGT SE RE IQOURA SL UTROF A C E . EJ 1022-WT WITH GASKET AND BOLT DOWN LIDS REQUIRED 3 4 . . A A A S L L L L N P P O R R T E E E C C D A A . S S TT CC OO NN CC RR EE TT EE SF HO AR L FL OCROCNE TMA AI NI NWRAETCEERI PV RI NOGO FMI AN NG HAODLDE Sf f iAVNED, XA YL PL ENXE OWR MEAQNUHI VOAL LE ESN T . WANITTHI-ICNO5R0R0OFSEIOETN UAPDSDTfRfiEVAEM, COORNDSOHWIENLDSTORREAEMQUOIFVTAHLEENRTE. CEIVING MANHOLE SHALL CONTAIN 5. IT IS UP TO THE CITY OF PETERSBURG TO DETERMINE IF ECCENTRIC OR CONCENTRIC IS ALLOWED. . s; i":c5 :Cw . "' <O "-- 1 . CA ENNGTL EE RSLHI NOEWS NOIFS PFI OP ERSM. I TNH. ED EDGERGEREESE SB EATRWE E E N BI NACSLEUDDOI NNGT 6H"E MHIONLCE OSNI ZCER EFTOER BEEATCWHEPEINP EH O L E S . 6. REMOTE AREAS REQUIRE FRAME/CASTING TO BE MINIMUM 12" ABOVE GROUND WITH MARKER POLE. BUTYL MASTIC FILLER STRIP (TYP) P RAEDCJAUSSTT CMOE NN CT RREI NT GE 78.. RAELFLEORPTEONIDNEGTSATILO9HFAOVRE WBEANTCEHRTDIEGTHATILR. ESILIENT SEAL BOOT OR GASKET. WW STANDARD PRECAST CONCRETE 60" MANHOLE 02 NOTTOSCALE � SECURE NUT TOP OF CONE SECTIOr-1 f CONE SECTIOr-1 ... EAST JORDAN IRON WORKS BFIULTLEYRL MSATRSITPIC(TYP.) T 5 Y " P . MANHOLE COVER B B O AO N P T D P T I O L N Y MG C OA O G F N E FC N R R T A E M T T O E E NOTE: 1. 2WA'NDHIOALMEETFREARMFERA&MCEO. VER TO BE ASTM A-48, LATEST EDffiON, CLASS 35 WITH TOP OF CONE SECTION CONE SECTION FLEXIBLE FORMS 2. 3. IJ�p RTDRAANF F1I C0 2A2ROE RA SE, Q7U" AMLI NWI MI TUHMHHE AE IVGYHDTU. ,TEYQCUOAVL ETRO, ME AASCTH I N E D B E A R I N G Is�µ RNFOANC-ET R&ACF OF INCCAE RA EL AE DS , L7I"F THHE OI GL HE ST ., (ESQEUT ALLI DT OF LEUASSHT WJ OI RT HD AFNI N1I0S2H2E DW ISTTHR EMEETDSI UU MR F A C E ) . INSTALLATION DETAIL FOR SLOPE ADJUSTMENT 5 4 . . 6. D 1 UTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. SET TOP 2" 5 � 4 t P s fA P o I R v N O E L VE G E S R D S A W SD T E A E T (E A E L F R R T S E E E Q R A U E L I A A R R N E T T D H R F S E O E Q R T U T A I L R L E L E M D HE A A N R T T D ) A W . LL A R J O E I A N N T D S . F A S T E N E R S . INSTALLATION DETAIL FOR FRAMES AND COVERS BOLTED MANHOLE COVER NOTE: 1. AAlPlPRJOOVINETDS.WATER SEALANT REQUIRED AT 2. # OW 1 R A 0 T E 4 E Q 5 R Z U T I B I V G Y A H L E T E A N S M T T A . J NOHRODLAE NF IRRAOMNE WM OO RD KE S , I N C 3. HS TA ARIDNWL EASRSE SATNEDE LF AR SE TQEUNI ER RE SD. F O R A L L 4. BS OH LATL LDBOEWI NN MF LAONOHDOPLLEA FI NR AAMR EE AASN DO RC OA TV E R DIRECTION OF THE CITY OF PETERSBURG. MANHOLE FRAME & COVER: ASTM A-48, LATEST EDffiON, CL.ASS 35 WITH 24" IDNI AT MR AE FTFEIRC FARRAEMA ES .: 7 " EMQI UN A. LH GWTI.T, HE QHUE AA VL YT OD UETAYS TC OJ OV RE RD ,A MN A1C0H2 I2N OE DR BEARING SURFACE & CONCEALED LIFT HOLES. (SET LID FLUSH WITH FINISHED STREET SURFACE). IN NON-TRAFFIC AREAS: 7 "MHEGD TI U. ,ME QDUUATLY TCOO VEEARS ,T MJ OA CRHDIANNE D1 0B2E2AWR IINTGH SURFACE & CONCEALED LIFT HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). BUTYL FILLER STRIP GRADING RINGS: SEE DETAIL WW-23 FOR GRADING RING NOTES P RAE SCTAMS TCC- 4O7N8E, 4A0N0D0 RPI. SS E. IR. CSOENC TCIROENTSE:. PRECAST 72" TO 48" TRANSffiON SECTION: ASTM C-478, 4000 P.S.I. CONCRETE. JOINTS: SEAL BETWEEN CASTING AND EACH RING MINIMUM SIZE 3/4" PREFORMED BUTYL RUBBER SEAL.ANT MEETING ASTM C-990. A ML LE JEOT II NN TGS TSHHEARL EL QHUAIVREE ME XE TNETRSI OO RF JAOS ITNMT CW- 8R7A7P, MINIMUM 6" WRAP. I N JIONISNTTA NS HC EA SL LWBHE EAR EC OJ ON ITNRTO ILSL EBDE LEOXWP AWN SAITOENR WT AABTLEER, SEAL EQUAL TO CONSEAL CS-231. PRECAST BASE SECTION: BASE SECTION WITH RESILIENT PIPE TO MANHOLE CONNECTOR MEETING ASTM C-923. SMOOTH INVERT CHANNELS SHALL BE SHAPED TO A DEPTH OF A FULL INSIDE PIPE DIAMETER. THE MANHOLE BENCH SHALL SLOPE TOWARD THE CHANNEL AT A 12:1 SLOPE. THE MANHOLE BASE SECTION SHALL BE PLACED ON A #5 OR #8 STONE BASE WITH A MINIMUM O VCEORMHPAANCGT ETDH ED BE AP TS HE SOEFC 6T "I .OTNH BE YS AT OMNI EN IBMA US ME SOHF A6L "L. #6 "8 (SMTION N) E# 5B AOSRE Minimum Pipe Deflection Angle 72"0 Structure Pipe Size 12" 15" 18" 24" 30 " 12" 42• 44• 49• 52• 60 ' 15" 46" 51 ' 54• 62' 56 ' 59 ' 67 ' 36 "' 68° 70' 75• NOTE: UNPAVED AREAS PAVED AREAS • • 24" • NOTE: • NOISNTCELPUSDETDO. BE A, • " • 5" 48" DIA. S" • 7" 72" DIA. \ \ /SLOPE 0. / 62 ' 70 ' 78" 86" 1. MALOLLMDEADNHINOTLOE LTIHDES ESXHTAELRLIOBERASRU"RSFAANCIET.ARY SEWER" OR ''STORM SEWER" (AS APPLICABLE) 94• 4 " NOTE: 1 . CA ENNGTL EE RSLHI NOEWS NOIFS PFIOP ERSM. I TNH. ED EDGE RGEREESE SB EATRWE E E N BI NACSLEUDDOI NNGT 6H"E MHIONL CE OSNI ZCER EF TOER BEEATC WHEPEINP EH O L E S . 2. WATERTIGHT CASTINGS EQUAL TO EJ 1022-WT WITH GASKET AND SOLT DOWN LIDS REQUIRED 3 4 . . A A AS L L L L N P P O R R T E E E C C D A A. SS TT CC OO NN CC RR EE TT EE SF HO AR L FL OCROCNE TMA AI NI NWRAETCEERI PV RI NOGO FMI AN NG HAODLDE iSl lAVNED, XAYL LP ENXE OWR MEAQNUHI OV AL EL ES N T . WA NI TTHI -ICNO5R0R0OFSEI OETN UAPDSDTiRlElVAEM, OCORNDSOHWIENLDS TORRE AEMQUOIFVTAHLEENRTE. CEIVING MANHOLE S H A L L CONTAIN 6 5. . RI TE MI SO UT PE TA OR ETAHSERCEIQTUY I ROEF FP RE AT EMRES/ CB AUSRTGI NTGO TDOE TBEER MM II NN EI MIUF ME C1C2E" NATBROIVC EOGRR COOUNNCDE WN TI RT IHC MI SA RAKL EL RO WP OE DL E. . 78.. RAELFLEORPTEONIDNEGTSATILO 9HFAOVRE BWEANTCEHRTDIEGTHATILR. ESILIENT SEAL BOOT OR GASKET. WW 03 STANDARD PRECAST CONCRETE 72" MANHOLE ( 4 )A 12/ 32 "9 B/ 1O6L" T0S BO. C N . P I(C2K) BEAPRI CS I. 5 / 8S" TTAHI NR LEEASDSE DS TREOEDL B UF ITLYL EL RM ASST RT IICP (TYP.) P RAEDCJAUSSTT CMOE NN CT RREI NT EG ROD TO BE FIRMLY WEDSGEECUARNECDHOBRY OR EPOXY NOTTOSCALE ( 4 )A 12/32 "9B/ 1O6L"T0S BO. CN. 24" .I FRAME SECTION SECURE NUT TOP OF CONE SECTION ONE SECTION INSTALLATION DETAIL FOR FRAMES AND COVERS 5 / 8S" TTAHI NR LEEASDSE SD TREOEDL B B O OA N P T D P T I O L N Y MG C OA O G F N E FC N R R T A E MT T O E E ROD TO BE FIRMLY WEDSGEECUARNECDHOBYR OR EPOXY T p COr-lE SECTION FNOORNM- SAHNRDI NF KI L LG RWOI TUI HT L..jt7-... (:___v_1BR_ ATE IN PLACE) I FBI LULTEYRL SMTARSI PT I C (TYP) FLEXIBLE FORMS INSTALLATION DETAIL FOR SLOPE ADJUSTMENT BOpRLETLDEVOAWTNEDMAARNEHAOSL,EEFTRCA. ME TYPICALLY USED IN REMOTE UNDEVELOPED WW BOLT DOWN FRAME WW BOLT DOWN MANHOLE FRAME AND COVER f---------l f---------l 0 4 NOTTOSCALE 0 5 NOTTOSCALE TYPICAL DETAILS SANITARY • - REVISIONS 4/25/25 .a C �u·a "' "' o u � R, � ,G o, • £ BID SET C 2025 Midwcsiem F.n_gine,.,rs. Inc. P80.O2.WBoes�l 'E29r5u.1dway Sin:er Loogoocec. lndi�na 47553 DATE APRIL 2025 DESIGN CWR,c'EKP,c'BDH DRAWN DRK,c'MKW Q.C. CHECK PROJECT NUMBER 2024072-02 29 29 OF 45 I Fll.£ NUMBER I 44726 Do Not Use Plan Previews for Take Off
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