� 0 6 0 oN w o' w w 0 oo' oo' w \,-, (',; �o cz :::. �, . ' "" N- - -9 oNo ONO r- oo N� - io,; � " �� ~w <f ••• w - � 0� "' :.� l' .g oc z w- -o w< �9 cN =5,. <c 1FO1R/ 2P" !WPE!OCELExA1R"ADNECEEP SLOT (TYP.) s SE o E r e CHANNEL (TYP.) B( mE N>C. H) MB AASNEHOLE FLOW ARROW (TYP.) N SE O E T E C( THYAPN. )N E L \ FSLEOE WN OATRER O W 11/2" WIDE x l" DEEP SLOT (TYP.) FOR PIPE CLEARANCE TYPICAL 4-WAY FLOW TYPICAL 3-WAY FLOW 1FO1R/2P" IWPEIDCELExA1R"ADNEClE:P SLOT (lYP. )/ BMAASNEH O L E LNOTEW:ALLS SHALL BE FLARED OUT AS REQUIRED SO THAT TESTING AND INSPECTION EQUIPMENT CAN BE SAFELY REMOVED. 2. ALL NON�TYPIO'\L BENCHES AND CKANNELS WIU REQUIRE A SPECIAL DETAIL ON THE PLANS. J. DEPTH OF Ct-lANNEL SHALL EQUAL DIAMETER OF PIPE 4. THREE WAY TEE SHALL BE BUILT AS A TYPICAL FOUR WAY FLOW. O( T,YAPN. )N E L B( 1E YNPC. H) , ., . . ;. � •' �< ·"��: .L. . ·-.'•.,�,,, ,. 'J •.,' &· -· .••'. 1FO1R/2P"IWPEIDCELExA1R"ADNECEEP SLOT {TYP.) SEE NOTE 1 -�;,: MANHOLE BASE FLOW ARROW C( THYAPN. )N E L FLOW ARROW TYPICAL STRAIGHT FLOW TYPICAL CURVE FLOW STANDARD MANHOLE BENCHES AND CHANNELS NOT TO SCALE CENTERLINE OF MArN SEWER LINE C RL EDE FAE ENT RAO I TUL OTS I I L 4. NMOINRIMMAULMLALATTERERAALLSSLOLOPPEEJSIS'l"6@ 1/4" PER FOOT, ° @ 1/8" PER FOOT. R PM M AR I D II G N N OD H II Pf MM T Ef - UU i R O O MM T F YN - L C A W L AO L i T A N V C E Y E E L R R E W C A A L I L H N S E E S OA 3 R I NU Z E F O E T E L U E R F A T R T E T T O Q E O S R M U V AI 6 E R S L " R E E . C W D P R I E O P A R E T S . S M EASINROTAODWAY. S A WIF L D I A C D T N O H I T T N S T S N O E T E ' N ,\ A C I A E C T L R K I N E U MG A T A S T I E Y U O M B T E E EY N X I A T I N S . P S T P T I R N A O G L V L L E A i D L N , ; E D M , E A H E Y Y P M R SA E E X Q W U CE I O R R U EP LING OR LTiENMEEP.QOURAALR YR EFQAUCITROERDY. C A P R E Q U I R E D A T P R O P E R T Y MDSE SALANTITEARRAYL :a ' ii a ' / / �ID�NCE TO,BE CONNECT60 TO'fiUBUC SEW.ER / / . / . _,.(IN;llNE LAYOOT), / SANITARY LATERAL CLEANOUT (PER STANDARD DETAIL) SANITARY LATERAL 4" DIA. (MIN.) OR 6" DIA. @ MIN. 1/8" PER FOOT OR 1.0% SLOPE INSTALL PER PLUMBING CODE CLEANOUT E VREERQYU 1I R0 0E 'DOANT SATLRL ABI GE NH DT SR AUNNDS (PER STANDARD DETAIL) CLEANOlJT REQUIRED AT EASEMENT OR PROPERTY LINES (PER STANDARD DETAIL) BENDS AS REQ'D-• --..,H, WYE CONNECTION C(OONNLCYRRETEQE UCIORLELDARIN PAVED AREAS) (COONNLCYRREETQE UCIORLELDARIN PAVED AREAS) (COONNLCYRREETQE UCIORLELDARIN PAVED AREAS) ,----- PPRUOBLPIECRUTYTILLIINTEY EASEMENT OR / EXISTING SANITARY SEWER _/ - -- -- -- -- -- --'\_r FLOW DIRECTION 1N.OTE,SEE STANDARD SANITARY CLEANOUT DETAILS. LATERAL SEWER CONNECTION LAYOUT NOT TO SCALE CENTERLiNE OF MAIN SEWER LiNE C RL DEE FAE ETNRAOI Tl LJ OST I I N L O TE: ,. 3 4 . . NMM OII NNR II MMM AUULMM L CLA ATOTEVERERARAL ILSS SL3OL OPF EPE EEI TSI SO4 "6V@"E@R 1P1/ I4/P8" E"P. EP RE R F FOOOOT T, . ARM Dl I GNOHI fMTf -Ui OOMFN - ALWAL ATCYE LREWAALHN ESORI U2E TE L RFA RET OQE RMU AI RSL EE CWDR EOA RTS SME AS I NR OT AO D W A Y . PSWRL IAOTNPHTE SRSETTWYA ECL RIKN UME TACI YUL E8TA. YE NI AONPUSPTTRAOI LS VL 6AE "DL. , ; DMEAEYP RS EE QWUE! RR E O PI AT F R D E R O C M D E O P P f Q E f N O U i R N RO A T E !\N Y L C R A T R Y L L I I E N N F E Q A GE A U C . S IT TE R O O M E R D E E Y N . X T l C S . A TPINRGEQLIUNIER,EDHYAMTAX COUPLING S AL rAN uTI TrE AuR ReA YLe ____........: P :::I ::; P:::IN ;:;G;;;;::: P;;;LA;:;,;;;;N;;;; V;;; I:::EW::::;...___________________........: P ::: I::; P:::IN ;:;G;;;;::: P;;; LA ;;;: N:::: V ;;; I ::: EW::::... ____=====-=-=-=--=.__------- FINAL GRADE MARKER POLE WITH--__ _ __ _J #5 REBAR - S( EP RE VR I CS PE EROE SATCOARTAI OT INOSN) CENTERLINE OF MAlN SEWER LINE '15° BEND MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL ANO BEDDING DETAIL} PIPING ELEVATION VIEW COC OOWNNNTNERERAC, CTE T1 N0OGNRI NTS EIHEEARDL , LOAWPNRNDO PMV RIEDOA EPS EU" ARR STE -YMB EUONIWLT TNS E " TSR OE. RTVi Ii EC E SHALLOW SANITARY SERVICE CONNECTION NOT TO SCALE FINAL GRADE MARKER POLE WITH-- -- -- - -J #5 REBAR S(EP RE VR I CS EP ERCEI SF ITCOART AI OT INOSN) l (CENTERUNE OF MAIN I SEWER UNE C RL DEf FAE ENT RAO I TUL OTS I C'15O"NWNEYCETIONS 1..,__,.l!l'.Jlltl<Jl>,,.==J BY DIVISION I CONTRACTOR 45° BEND ES LWOSPUE @A P P1R%O V AP EL R 4S0 - 60 ° (UNLESS OTHERWISE DIRECTED) - - \tJt:;:=:...::...:=:'::._- -- -WHEN TRANSmONING FROM C-900 PVC ( OSURESWAE PETPRi Ri EMO AV" SIENPDETOEOQF SUI EDADRL "- O2BT6RHPAEVNRCDWLFIAISTTEET RUI NAS GEL MAIN SEWER UNE (SEE SANITARY SEWER BACKFILL AND BEDDING DETAlL) SDR-26 PVC FITTING) PIPING ELEVATION VIEW COC OOWNNNTNERERAC, CT E1TN0OGNRI NTS EI HEEARDL, LOAWPNRNDO MVP IREDOAESP UE" ARR STE -YMB EUONI WLTTNS " ETSROE. RTVHI EC E MEDIUM SANITARY SERVICE CONNECTION NOT TO SCALE CONCRETE COLLAR POURED AROUND CLEANOlJT COVER (J "SO ' O ) 1S 1/2" 10 1/4" 7 1/2" AUNSDF L7I6D31INOSRTAELQLUEADL CAST IRON CLfANOUT FRAME OR UTILITY APPROVED EQUAL FLUSH WITH FINISHED SURFACE EXISTING GRADE R SERE QEE PU PLI AAR CVE EEM MME EEN NNT TTS PVC PIPE -45° BEND ClEANOVf ADAPTER TDEDSCNRUETWSCCARPEW CAP OR XX. SEE SACKFlLL AND BEDDING REQUIREMENTS HCYOMUAPLXINDGRESS OR FUTURE OR EXISTIN l APPROVED EQUAL 6" SANITARY LATERAL PVC PIPE SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN.) SLOPE 0 0 --- --,r~- ( l 1! y ' ( I I: �-,�=�-__JL�ECTION 'A-A' '""' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY RJTURE OR EXISTING I �EASEMENT, RIGHT-Of-WAY SANITARY LATERAL \ OR PROPERTY LINE (WHEN INL!NE LAYOUT REQ'D) I,; CAST IRON CLEANOUT ____________ I FRAME AND LID --------- INSTALL 1/2" PERFORMED JOINT MATERIAL AROUND CASTING A L •. ' CONCOCRLIE.TARE 45° BEND PLAN VIEW W,E SEWER LATERAL A _J STANDARD SANITARY CLEANOUT IN PAVED AREAS , T L, S LA FANl TJI TET UAR RRA EYL 1 NOT TO SCALE BCYO NDTI VRI SA ICOTNO IR - � PIPING PLAN VI #M5A RRKEEBRA RP O L E W / S(EP RE VR I CS PE ERCEI SF ITCOARTAI OT INOSN) REFER TO CLEANOUT DETAILS 8Y OTHERS CENTERLINE OF MAIN SEWER LINE MAIN SEWER LINE l ( cENTERUNE OF MAIN I SEWER LlNE I \ FINAL GRADE LONG RADIUS 90° BEND OR TWO 45" BENDS C O SMEPWA CE TR FLIANTAELR AB AL C K F J U ETMOB PE RDOMVEINDTE SLUAPTPEOR RA TL .J....__ 1�c:,::._�--+--;;;r FSC IEOTTNTTTI LNREGOMSLE.LNE TD J O I N T 45° . 60° (UNLESS OTHERWISE DIRECTED) CBOY NDTI RV IASCI OT ON RI WHEN TRANSffiONING FROM C-900 PVC SEWER MAIN TO SDR-26 PVC LATERAL USE THE "SPECIFIED" BRAND FITTING (OR APPROVED EQUAL) OTiiERWISE USE SDR-26 PVC FITTING lOSPREECQIFUIEADL FITTINGS I CENTERLINE OF MAIN SEWER LINE ='-'<-MAIN SEWER LINE S E( WSAENEERD SBBAAENCDI KTD FAI INRL GYL DITA.IL) PIPING ELEVATION VIEW 1N.OTE:NORMAL LATERAL SLOPE TS 4"@ 1/4' PER FOOT, MINIMUM LATERAL SLOPE IS 6"@ 1/8" PER FOOT. 2.. MINIMUM COVER IS 3 FEIT OVER PIPE. 3. RA IDGDHmT · OO FN-AWLACYL fWAHNEORUETLRAETQE RUAI RL ECDR OA TS S E S R O A D W A ' 4. PMRI ON IPME UR TMYLLAITNEERCALL. ESAINZOE UFTR OlSM6S" E. W E R M A I N T O 5. SAWLDI ATDNHmT SSOETWNAAECLRK EUMATASIEYL MI BTEEYNIATNP. SPTRAOL VL AE DL , ; DMEAEYP RS EE QWUEI RR E 6. PTREOMPPEORRTAYRYLINFAEC. TORY CAP REQUIRED AT SCEORNVTIRCAE CCTOONRNSEHCATLI OL NP RTOI EV IDDOE W" ANS - B U I L T " MA NE ADSPURROEPMEERNTTYS OTWO NTEHRE. O W N E R , E N G I N E E R , DEEP SANITARY SERVICE CONNECTION NOT TO SCALE �- ( I y � , 6F"USTAUNRIET AORRY ELXAI TS ET RI NA GL ;- 1 1 5 0 1 1 / / 2 ' . 1 " " 7 1/2'" U S FF R7A6M3 1E OA NR DU LTIIDL I ITNYSATPAPL RL EODV EFDL UESQHU WA LI TCHA SFTI NI IRSOHNE DC LSEUARNFOA UC ET EXISTING GRADE W I TPHVJCNFVEEMR AT LEED CNLUETA NS OC RUETWA DCAAPPTOE RR FlAT SLOTTED SCREW CAP � / KOR-N-SEAL No. S406-10 AWS* ·+---?"'-.-- * WITH 10 1/4" BAND PVC PIPE 45° SEND PVC PIPE SEE BACKFILL AND BEDDING REQUIREMENTS SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN,) SLOPE -----------------L�----L�---�-----��---� BOTTOM OF TRENCH_/ SECTION 'A-A' SE\-\IER ----'\,r--'-"STO_ M _ _ e e·_ s_ P _ Ro_ P _ E R"_ _�+�--- - - - -�EAS='="='="=o='="=GITT�· O =S-W'= ='---------� FUTURE OR ( WE XHI ES TNI INNGL ISNAEN LI AT AY ROYU TL ARTEEQR ' ADL) I I >' I '------------ I NJ OS TI NA TL LAlR/O2 U" NP DE RCFAOSRTMI NE DG � EASEMENT, RlGHT-OF-WAY OR I PROPERTY LINE A t_ CAST IRON CLEANOUT FAAME AND LID 4W5Y�ESEND PLAN VIEW \_ SEWER LATERAL STANDARD SANITARY CLEANOUT IN UN-PAVED AREAS NOT TO SCALE s· El(lSllNG OR PROPOSED ROADWAY (INCLUDING SGHUOTUT LEDR E, RT, OC SUARCBK AON FD QJRS) s· SURFACE R E SS PT EOCRI AF IT CI OA TNI O( PNESR) INF T LU RA EN FF C I E C OF LIMITS S (UPREFRA CS PE ERCEI FS ITCOARTAI OT INOSN) / EXIST. GRADE L L " FINAL BACKFILL--------_:... cJ--__ ..J / / TBRAACFKF FI ICUZ. OUNNED OE RF INFLUENCE FINAL BACKFILL LIMITS / S EMWAEI RN NOTE: WPI TI PHE WE MWB- 3E2D, MWE NWT- 3I3N, AWCWC O- 3R4D, AWNWC E- 3 5 INFLUENCE OF TRAFFIC LIMITS (1:1 BEYOND 5 FT. OF ROADWAY) 1. BFEODRDSIENWG EARNSDGBRAECAKTFEIRL LTSHHAANLFLI CV EO NFFEOE TR MF RTOOMDTEHTEA IELDSG\ lE' I WO-F3 2E. ,X\IWS TiI-N3G3 , OWRWP-R3O4P, OWSWE D- J SR.O A D W A Y , A N Y P O R T I O N O F T I - I E T R E N C H S EMWAEI RN 2, BELOW THE ZONE OF TRAFF!C INFLUENCE SHALL SE BACKFILLED IN ACCORDANCE WITH THE STREET JURISDICTION REQUIREMENTS. FINAL BACKFILL AND TRAFFIC INFLUENCE DETAIL NOT TO SCALE A t TYPICAL SEWER DETAILS REVlSIONS 7/1/2025 BID SET 0 2025 PM8 0. Oi2d. wWBeoes stxet r2Bn' lr 5oE andgwi naey< : rSs t. f <I 'nec! . Loogooltt:. lndi.111:1 47553 DA1£ JULY 2025 DESK:N C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 1 1 11 OF 14 I FlLE NUMBER . Lj5 0'.>'j I Do Not Use Plan Previews for Take Off
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