0 0 w r � � w r <,ww �" < I oo � �N N O ON N' -o ---- "•�N Q � •§ :!! \l,J � --.. • r Ow -" % .,.. go " "' • �8 < zZ � � 8 ;;1 ., - �· ll' o9 5N 5< ,. <a A A l J 48" DIA. MANHOLE BASE/RISER PLAN 0 PVC CAP PVC CAP REQ'D FOR S >12% PIPE END ELEVATION DI MJ TEE UNPAVED AREAS PAVED AREAS OR WITHIN 5' S E EE LPEIVPAETEI NO DN DETAIL MT OJ TGRRAANVSII TTTT O N NOTE: L FAILNLI SMHA TMEARRI KA ILN, GD, EISNI SGPNE, CMT AI ON NU ,F AR CE JTEUCRTEI ,OPNH AY NS IDC AR LE PTAEISRTS RTEOQ MU IEREETM/E ON RT S , ME XACNEHEOD L "ES PS EE COT FI IOCNAST"I. OPNESR FAOSRT MP RCE-C4 A7 8S T(-LRAETI ENSFTO RR CE VE DI S ICOONN) C. R E T E 2. RESILIENT CONNECTORS MEET "SPEOFICATIONS FOR RESILIENT PCIOP NE SN EACNTDO RL AS TBE ER TA LWSE"E, NP ERRE IANSFTOMR CC E- 9D2 C3 O( LNACTREESTTE RME AV NI SHI OO LNE) . SRT ERSUI CL ITEUNRTE S , R OC E O F Q N T U N H I E R E C E PT M R O E E R N C S T A S S S H . T 1 A D " L R L M O M A P S E A T E N I T C D A B N S U D H T / A I O L L L R W B E E I X L C T L E I B E E E D D A A IN D S T D T O M ED T C H B -4 E E 7 T B 8 W A G E R A E R S N E K L T E S H T E E C JTOI OI NNT S SEALANT. ALL ANGLES AND FALL SHALL BE ACCORDING TO PLANS. 3 . R2 4E "QDU RI ROEPS MGIRNEIAMTUEMR RT EHQA UN I R8 "E DP I. PDER, OA PS IPSE C8 I"APLI PDEE TOANILLYW. IIFL LDBREO PR E Q U I R E D 4. FAOLLR PARPEPCRAOSVTALC.ONCRETE FOR FORCE MAIN RECEIVING MANHOLES AND AT HL LE NREEWC E Mf VAI NN HG OML AE SN HWOI LTEH ISNH A5 L0 L0 CF OE ENTT AUIPNS TA RN ETAI -MC OORRR DOOS Wr DNNS AT DR ED Af fMi VOEF, CONSHIELD OR EQUIVALENT. 5 6 . . SPECIFIC DROP ELEVATION TO BE DESIGNED BY ENGINEER. CLASS 2 OR GREAER PER ASTM D-2321. 7. MEGALUG RESTRAINTS ON ALL JOINTS. 8. PRECAST DROP AT DISCRmON OF EWSU REVIEWER. 8. EITCCISENUTPRTlCO OTRHECOcmNCEONTFRPIECTIESRSABLLUORWG ERDE,VIEWER TO DETERMINE IF PIPE SUPPORTS SEE NOTE 7 P PE I R X P T E I S E N S R G U I O T R R O E BE ROART PE 4D01P V C LINED DI SEE NOTE 6 SEE NOTE 6 PCV-9C0P0IPE 6" (MIN) FLOW #5 OR #8 STONE BASE LINE SECTION "A-A" WW PRECAST EXTERNAL DROP MANHOLE f-------1 06 (REQUIRED ON ALL DROPS GREATER) 1/2" WIDE x 1" DEEP SLOT (TYP.) F.OR PIPE CLEARANCE N SE O E T E FALRORWO W (THAN 24'' GRAVITY) NOTTO SCALE (CTHYAPN. )N E L B( TEYNPC. H) F (T L Y O P W .) ARROW C( THYAPN. )N E L B( TEYNPC. H) ,• I ---MANHOLE BASE FLOW ARROW SEE NOTE P S I T P U E B SEE NOTE 11/2" WIDE x F1O"RDPEIEPPE SCLLOE TA R( AT YNPC.E) TYPICAL 4-WAY FLOW TYPICAL 3-WAY FLOW NOTE: 1. WA NADL LISN SS PHEACLTLI BOEN FELQA UR IEPDMOE UN TT CA AS NR EB QE USIARFEEDL YS OR ETMHOAVT ETDE. S T I N G 2. ALL NON-TYPICAL BENCHES AND CHANNELS WILL REQUIRE A SPECIAL DETAIL ON THE PLANS. 34 .. OT HE PRTEHE OWFA CY HTAENE NSEHLASLHL ABLEL BEUQIUL AT LADS I AA MTEYTP EI CRAOL FF OP IUPRE W A Y F L O W . MANHOLE FRAME & COVER: ASTM A-48, LATEST EDITTON, CLASS 35 WITH 24" DIAMETER FRAME. IN TRAFFIC AREAS: D L J 7T Y" MC OI NV. EHRG, TM.A, CE HQIUNAELDTBOE AE AR SI NTGJ OSRUDRAF ANC1E0 &2 2COORN CE EQAULAELD WL II FTTH HHOE LAEVSY. (SET LID FLUSH WITH FINISHED STREET SURFACE). - I IN NON-TRAFFIC AREAS: 7" HGT., EQUAL TO EAST JORDAN 1022 WITH MEDIUM DUTY COVER, N 1 MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). CONCRETE GRADING RINGS: SEE DETAIL WW-23 FOR GRADING RING NOTES PRECAST FLAT TOP AND RISER SECTIONS: ASTM C-478, 4000 P.S.I. CONCRETE. JOINTS: S PE AR LE FBOIRTMWEEDE NB LCJ AT YSLT IRNUGB BA ENRD SEEAACLHA NRTI NMGE MmI NNI MG UAMS TSMI ZCE - 93 9/ 40 ". W RPARPIPMI NE GE.XATLELR IJ OO RI NOT FS JSOHIANLTLSHWA VI TEHE BX ITTEURMI OI NROJ UOSI NPTR IWMREARPPMR EI OmR NT OG THE REQUIREMENTS OF ASTM C-877, MINIMUM 6" WRAP. I N AI NC SOTNATNRCOELSL EWDHEEXRPEA JNOSIINOTN I WS AB TE EL OR WS EWA LA TE EQRU ATLA BTLOE ,C JOONI NS ETASL HCASL-L2 3B1E. S" UNPAVED AREAS i • < I . 24" DIA. NOTE: NI NOC LSUTEDPESD .T O B E 48" DIA. PAVED AREAS 112' ' •• • GROUT SEAL (TYP.) - ----- ?�+:;;;;! " 12 PRECAST BASE SECTION: 1 SLOPE 0.1' • -· • 6#"5(OMRIN#)8 STONE BASE NOTE: • S" 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. I. (AALSL AMPAPNL HJ COALBEL EL J) DMSOSLHDAELDL IBNETAOR T" HS AE NEI XT TA ERRY I OS ERWS EURR"F OA CRE". S T O R M S E W E R " THE MANHOLE SHELF 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". 2 . CWAASTKEERTTEIDG HA TN DC ABSOTLITN GDSO WE QNU LAILD TS OR EE QJ U1 I0R2 E2 D- WATS N O T E D . 3 . AWLALTPERREPCRAOSOTFCI NOGN CARDEDTIET TSVHEA, LXLY PCEOXNOT ARI NE Q U I V A L E N T . 4 . MA LALN HP ROELCE AS SATNCDO ANLCLR NE ET WE FMOARNFHOORLCEES MWAI ITNH IRNE C5 E0 I0V IFNE GE T MU PASNTHROELAEM SOHRA LDL OCWONNSTTARI NE AAMN TOIF- CTOHRER ROESCI OE INV I N G ADDITTVE, CONSHIELD OR EQUIVALENT, S . IWT HI SE NU PT HTEO FTLHA ET ETWO PS UM ARNE VHIOELWE ECRATNOBDE EUTSEERDM II NN EP L A C E OF A STANDARD MANHOLE. 6 . BCOA SNTD-IINNG· PAL AGCEEN TT OO NBEP RI NE CCAOSNTTSAECCTT. I O N W H E R E 7. DL AI ARMG EERT EORPBE ANRI NRGE LS MMAANY HBOELREESQEUCITRIEODN SF .O R L A R G E R WW 07 STANDARD PRECAST FLAT TOP MANHOLE NOTTO SCALE 1FO1R/2P" IWPEIDCELExA1R"ADNECEEP SLOT (TYP.) (CTHYAPN. )N E L B( TEYNPC. H) 11/2" WIDE x 1" DEEP SLOT (TYP.) FOR PIPE CLEARANCE BMAASNEH O L E BENCH (TYP.) FLOW ARROW TYPICAL STRAIGHT FLOW (CTHYAPN. )N E L • • ,. f SEE NOTE I MANHOLE BASE FLOW ARROW TYPICAL CURVE FLOW WW 09 STANDARD MANHOLE BENCHES AND CHANNELS NOTTO SCALE V, z 0 V, t: � "' 0 '" M" o' ,_,- "!: - i � 0 0 - 0 z 0 EXISTING GRADE EXISTING MANHOLE CCOORNE CDRREITLEL ME XAINSHT IONLGE AND INSTALL BOOT PGRROAPVOI TS TE DM PAVI NC S E EREPQIPUEIRBEEMOOENINTGS ·; BOTOM OF TRENCH WW 08 M BC A O O N O R H T E O O L D R E R I G A L N A L D S E K X I E N I T S S T P T I A E N R L G L S C R U O E B S N M I C L IT R IE T E N A T T L E I I l1 I I I I I I I I I I�-- EXISTING MANHOLE CASTING AND LIO NOTE: 1 . RB EE NMCOHVEES EAXNI SDT CI NHGA NI NNTEEL RS IWO RH EBREEN CPHO SASNI BDLRE .E - P O U R 2 . OT HF ET HC IETPYROE FC APSETT EBRASSBEUARFGT EWRI LRLE VMEORVI AF LY OT HF ET HC OE N D m O N I II N F N TT R E E E G R MI R O O I R V T A Y B L H E I N A S S C I H M B EP T E R O N A D C C E T O T I M C E P R A R M L O I O N M R E I S U I E F N D S S U T D C R U C U R E C I S N T S U G F R U R A L E L , MTOHVEA L . ENTIRE BASE SECTION SHALL BE REPLACED. 3. ETNESTTIRINEGMCAANNHONLOETSBHEAALLCHBIEERVEEPDL. ACED IF VACUUM 4. IENNVGEIRNTEEERLIENVGA.TIONS TO BE COORDINATED WITH 5. CLAHYAONUNTELISCOANNLBYEAMLOLODWIFE1DEOW. HEN EXISTING BENCH OR 67 .. RI FE FNEERWT ION WC OWM·I2N0GFPOIRP EB EI SN CL AHRI NGGE RA NDGI ALME SE.T E R T H A N ECXRIOSWTINNGO,FIENXCIOSMTIINNGG PPIIPPEE. WILL NEED TO MATCH 8. 9. TIFOLDJNEETARIELQWUWIR-EDS6.A DROP OF 2' OR GREATER, REFER BAOLLOOTPOERNIGNAGSSKETTO. HAVE WATERTIGHT RESILJENT SEAL EXISTING BENCH EXISTING SANITARY SEWER PIPE NEW PIPE CONNECTION TO EXISTING MANHOLE NOTTO SCALE PRECAST CONCRETE MANHOLE (SEE PRECAST CONCRETE MANHOLES FOR ADDffiONAL INFORMATION) <] BENCH (SEE BENCHES AND CHANNELS FOR ADDffiONAL INFORMATION) NEW SEWER PIPE I I I I WW 10 I I I I I . I � GNROONU- ST HI RN IVNE KR TG RWOI UT TH CHANNEL (SEE BENCHES AND CHANNELS FOR ADDffiONAL INFORMATION) ( PS RE EE CPARSETC CA OS TN CCROENTCER ME TAEN HM OA LNEH BO AL SE ES FOR ADDffiONAL INFORMATION) CORE EXISTING MANHOLE FOR NEW TAP NOTTO SCALE TYPICAL DETAILS SANITARY • - REVISIONS 4/25/25 1] � ·::: 0 -fl . rs -" � � "' N , : � f BID SET 0 21)25 i\lidwcsicrn Engin�ers. lnc. 802 \Vcs1 Broadway S!rcci P.O. Box 195 Loo�ooice. lndi,,na 4755.3 DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW a.c. CHECK PROJECT NUMBER 2024072-02 30 30 OF 45 I FILE NUMBER I 44725 Do Not Use Plan Previews for Take Off
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