0 z �� ,. � Q '• X < 'I � - Do - '11 :.; � C 0 0 w ::, g w ' - g 0 0 " ' "0 z z 0 z 0 �· w, >> "" 00 NU • ' N-00 N · oN �o �-�� •w ·- ow ]� ., -0 wu �z �-m� I �y� .. N -•, . <c � ' PROPERTY LINE SEWER MAIN 6" SERVICE lEWER SEWER MAIN 30- 60' --..._ ANO SEAL WITH MASTIC --7"7\-----1--, / INSTALL VITREOUS STOPPER TYPICALS ER SERVICE NOT TO SCALE I-I.AW PECS. --j COMPACTED TH,. SLOPE CRUSHED STONE SERVICE CONNECTION FOR 0-6' SEWER NOT TO SCAL( r I.A.W. f PECS --j COMEAPATCHTED CRUSHED STONE SERVICE C6NNECTION FOR 6'-12' SEWER NOT TO SCALE I " ' 45· ELBOW 2% SLOPE MANHOLE LID, FRAME ANO LIO INFLOW PREVENTER RUBBER GASKET 'MMATNHH OS LUER RLOI OU NADNI NDG F SR UA MR F[A CF EL US S H . " . • RELIEF VALVE NYLON HANDLE SAA SDE TJ UR AES NCT DMO EM SNMETEANLRDI NEMGDASNBH'YOM TLT HEH EPF ROAALDMYJ UEU RS EAT TNMHDEANNRT EU RBSI BNEEGAR L MA FN RT . b, i b, I"""':'��----- SET PRECAST CONCRETE ADJUSTMENT RINGS IN A � ► EPPQRRUEEFSAOSL .R-MSEEDA L B UG AT YSLK EJTO ICNOT R PS EOARLTAANT TI O. N , P"REOXV-I DSET I K " O R NQJL_ WHERE AMOUNT OF MANHOLE ADJUSTMENT ADJUSTING RING AND INFLOW PREVENTER DETAIL IWPS HR EEL ECR SAE SS TA TMCHOOAUNNNCT2R "EO TFUE SREAI SDREJ UUI BSS BT EM2 R"E NOAT RJ UR GSI NRT GMESEA TNOETRR R AUI NSGE S . COMBINATION OF BOTH. NOT TO SCALE NOMINAL 1' BUlYI. RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (1YP.) •. SOURCE FOR RUBBER ADJUSTMENT RINGS: G1-&888H-R8U81B-B9E9R06SUPPLY COMPANY r--�-PFLRAENCGAESTOFCOCNACSRTEINTEG ADJUSTING RING OR GASKET DETAIL 1 -� RISER RING THICKNESS 2· - 12" �-� • · · _ _·-- •- ����- -• - · � •-_· _• •_·_'_. �· -- •_�- �•- � • ·r OIJTSIOE DIAMETER 34" OR 36" TYPE "B" LID DESIGN .. . , • ' A BP P D E R L J A E TW U C F E E O ST E R I 1N M N • E G A D D D R I J A G IN U M A G S E S n T K E A N E R N G T O O M R C O A IN O T R G E N U R E AD I , A A N f L A D l l N BE O F E RT WA ME EE .N TYPICAL ADJUSTING RING DETAIL NOT TO SCALE CONCEALED PICK HOLE 2'' LITTERS RECESSED FLUSH WITH SURFACE NEENAH FOUNDRY R-1780-A FRAME AND COVER WITH "SELF-SEALING" APPLICATION OR APPROVED EQUAL "SELF-SEALING" APPLICATION MACHINED BEARING SURFACE 12" x 12" CONC. ENCASEMENT WIDTH OF EXCAVATION 12" AS NEEDED MIN. ------- �--------------------------� - - - - - - - EWER MAIN SERFVOIRCE12c' lNNECTION + SEWER NOT TO SCALE I *NOTE: MIN. 48" AT PROPERTY LINE, HOWEVER CONTRACTOR IS RESPONSIBLE TO DETERMINE MIN. DEPTH REQUIRED FOR CUSTOMER SERVICE LINE BY OBTAINING ELEVATIONS OF SEWER LINE LEAVING STRUCTURE AND ACCOUNTING FOR DISTANCE AND MIN. SLOPE REQUIRED 34" OR 36" (OEPENDENT UPON O.D. OF RING SECTION IN USE) MANHOLE FRAME AND COVER DETAIL NOT TO SCALE 6" SERVICE SEWER S U4NC" KO BU PRN LAT UES GRS GRADE r AS REQ'D 1C2O"N CSRQE. T Ex P6 A" O0 . rRPELUMGOVABLE CLEAN OUT DETAIL NOT TO SCALE ® ® EXISTING PAVEMENT SMEINCITMIOUNM SBHITAULML INBOEUS66P0AVEMENT PATCHING # / SYD. 165 # / SYD. BIT. SURFACE 11 ON 495 # / SYD. BIT. BINDING MPSINI IMAUIRM ECNOTRNACIRNEETDE PAVEMENT PATCHING 6" 4,000 FIBER REINFORCED C (8 O " M P F O A C R T E A D S P I H N A D L O T T ; 6 N " o . F 5 O 3 R S C T O O N N C E R E T E ) © No. 8 CRUSHED STONE ® EXISTING PAVEMENT ® © BOTTOM OF EXCAVATION UNDISTURBED MATERIAL PAVEMENT PATCHING DETAIL NOT TO SCALE SURPFEARCESPPERCEIFPICAARTAITOIONNS INSTALL OBIC ARMOR 1000 AROMATIC POLYUREA COATING, OR EQUAL FOR A COMPLETE AND WATERTIGHT MANHOLE UNING SYSTEM J O RIFNEI LSCL OAMBNMUDGE NHODOT ELHEDE SR , R EVA POI RAI DPJ RSO CMWK OEI TRTHST ,A MR FA ANOI LUREF DAMCI MNT I OIJMRT UAE MRD - ----._, MOTRNTEAMRECCRETREEPfAI-R 4M" OINRTA,\R" STOERIES 217 f LIFTS 1-lf---,C s• ALL EXISTING AND ACTIVE -�L S E A I LNEPFDIRL I TOWRRI AT HT TI OO NN OL PNI NO-EI SRNHT RSI NI NSSKTHI LAGLLARLTOI OUB NET P R EBCRA ISCTK CMOANNCH. OOL ER - � - . , I � N F L C O O O W M F I N L T G I H N EE J SEWER SIZE ,. "A" PRE-CAST CONCRETE OR POURED IN PLACE CONCRETE MANHOLE BASE EXISTING 8"-15" VCP GRAVITY SEWER MAIN (TYP.) L_ P LB UY FGP L,AOSOWS R PL IOUNTMEHPETI NROG ,FBL EFO LWOL I WNE-EL DITMHI RNW OAHTUEI OGR NHE MF LE OT THWHOEDC ACNI SHNAONUTNS EEBDLE. MIENANYT MI RRAEENLMHY AOI LNE EL SI UM NI NWL AHI NTEEERDDE,. •. -. MANHOLE FRAME AND COVER GRADE �----- -POLYUREA COATING SHALL ENCOMPASS EOF RNV AET I MRR LEE AT PYC OFONRFNA EMACDET JI OUT NOS TS E.T DUCRORNAI ONT UIGNTSG FASONHRDA LLLI D MP RI NE.C A-S T 1 2C"O NMCARXE. T SE E AED AJ UDSJ UT MS ET INNTG RRI NI NGGS D2E"T A IL -�- EXISTING MANHOLE STEPS MO FA N SHTOELPES L (I NI FE RA PTPOL I CEANBCLOEM) PTAHSES SBTAESPES MT HA ENMH SOEL LEV ELSI N EMRA YT OR EEMNACJ NO MUPNA LSISN E D PV RCOP/T R UPDVICN GP I CP EI P PA SL I NA EPRP L IOCRA B EL EX I SFTOI NRG A COMPLETE AND WATERTIGHT SYSTEM BSOTAOJNT LECSLSAMSPTEEL IPCNRI PSETPVAI LOLLUI NESDELRY EGXRIASVTIITNYG S8E"W-E1R5 "M VA CI NP ( T Y P . ) SECTION "A-A" NOT TO SCALE ' I . I hBR AUNBDB EFRO RB OWOATT EWRI TTHI G HETX PCAONNDNI NEGC T I O N (TYP.) IPCNRI SPETPVAI LOLLUI NESDELRY "A" _J BSOTAOINT LCESLASMSPTEEL = NST OEO W ECMROA MN MHP AOL IELNTEI OCSNI PH PAOLFLL I NDBI MNE GSLI OI SNNHE ODI U PLGDRR I AOTVRHI TEY IMNACNL HU OD LEED I INNC LTUHDEE DPMI PSEI O NC O IN NPERCOTJI OE NC ST TYPICAL MANHOLE REHABILITATION DETAIL NOT TO SCALE ·f------- 48"------, M PC RO A E NN C HC A O . S L T E ·"" . I GRADE PVC PIPE TO MATCH EX. DIAMETER OF THE FORCE MAIN VALVE BOX ----jij@ijjil �ij COVER w:::::=::]" ALUMINUM VALVE BOX TO TOP SEE PLAN SHTS -=-r-t:�tt�""'"l_J- FOR INVERTS 1 DPRIPOINPG FTOORCWEITMHAININ2P4V" COF MANHOLE INVERT 24" MAX. c" 4( T5Y' P IBCEANL D) M T V OO O I R D B T EA A R R FE I O L A R L E IN D G R OW O V I U T E H T R S ( N I T Z O Y E N P D . - ) S HHORLIEN K FORCE MAIN TO MANHOLE CONNECTION DETAIL NOT TO� GATE VALVE REQUIRED PRIOR TO DROP • u e - REVISIONS BID SET C 202s M8P 0. Oi2d. wWBe eos stxte 2rBn9r 5oE an dgwi naeye rSs t. r Iene ct . Loogootee, Indiana 47553 DATE MARCH 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2025002-01 5 5 OF 5 I FILE NUMBER I 44621 Do Not Use Plan Previews for Take Off
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