0 z �� Cl Q r 0 � <t ·� ':I'. w ---- 0<1� .::rl .. -,. < Q 0 � ww r"'� w �' a illz ;', a 0 � 0 z 0 =, 0 a! N w � 0 z < 0z � w "rz �� N 0 �' z 8 �► .� �s • ' N-� � �� �N <")§•w � tu 0 it ·�.Q "' 0 <z e -, zo W< �o �5 ;(j ••, . <c WASTEWATER SYSTEM IMPROVEMENTS DIVISION I - SANITARY SEWER MAIN LINING FOR THE N OF CORYDON IN HARRISON COUNTY, INDIANA TOWN COUNCIL PAUL HAMANN, PRESIDENT HARLAN FISHER, VICE PRESIDENT LESTER RHOADS, MEMBER HEATHER DAVIS, MEMBER HOPE SCHNEIDER, MEMBER CLERK-TREASURER SONDRA SMITH TOWN MANAGER BRUCE CUNNINGHAM WATER AND SEWER MAINTENANCE DAVE COBURN, SUPERINTENDENT ATTORNEY CHRISTOPHER BYRD CHURCH, LANGDON, LOPP, BANET LAW MARCH, 2025 N Leopold LOCATION MAP NOT TO SCALE ' fJefln1L4ke Stlf/eRec. rden car� Wils ,-.....-......._ Bennettsvil , Starlight Ivy s)iL. - L ------ PROJECT LOCATION Quality Engineering Services Since 1959 Midwestern.Engineers, Inc. PLANS CERTIFIED BY:__�[µ� -· �t,,j�·�b-::� �------3�/ -=' 1 /�20_ _ 25_ COPYRIGHT © 2025 Midwestern Engineers, Inc, PROJECT NUMBER 6809 Corporate Drive, � 802 We�, Broadway St., P.O. Box 295 Indianapolis, IN 46278 Loogootee, lN 47553 Ph: 317-334-0262 Ph: 812-295-2800 \X'd,�itc: midwestemeng.com Fax: 812-295-2801 Email: meinc@midwesterneng.com Consultants • Civil • Mechanical • Electrical QUALITY CONTROL REVIEWER: CLINT W. ROOS DATE �Q=i2"AA3� IN��A DISON K. PETERS E.I. 3/1/2025 DATE 2025002-01 FILE NUMBER 44625 BID SET 1 1 OF 5 Do Not Use Plan Previews for Take Off
� 0 " > 0 0 0 > � 0 0 ,,,, N 0 z z z� w" 0 N 0 N z' 0 " � �\ ,o � <0, - - " •9 Q --- 'N �8 c,l O"' � �N roo ' -� •w � CT 2" 0 . w " t os: <t -, < "o � C "o .i CZ w-, 'I' w� �9 5� �� <c HARRISON COUNTY COMMISSIONERS 2H4A5R RAI STOWNO OCDO USNT T, YS UCI OT EM M1I0S0S I O N E R S CORYDON, IN 47112 NA E N L N S IS O A N K S E T L E L P U R M O BRAD WISEMAN DDI I S S T TRR I I CC T T 2 1 DISTRICT 3 HARRISON COUNTY HIGHWAY DEPARTMENT I 1H3A5R9BISOOLDN HCWOUY.NT13Y5HISGWHWAY DEPARTMENT CAOTT�NY:DOKNE,\,1INN R4U7S11S2EL, HIGHWAY DIRECTOR/ COUNTY ENGINEER PEMHA9NILE: : (812)-738-2920 K.RUSSSEL@HARRISONCOUNTY.IN.GOV SHEET SCHEDULE 2 1 3 4 5 PC0 L 0 \,1 A E \,1 N R E A R S L H L S HE S E E A T E N T I INTAFORRYMSAETWIOENR ASNYDSTEM MAP PPLRAONJECSTHELEOTCATION MAP TYPICAL DETAILS INDIANA DEPARTMENT OF TRANSPORTATION 1 SS 8 E E 5 Y Y M M AO O G U U R R R I , C DO IN I S LJ 4 A R 7 N IC 2 E T 7 4 PHONE: (812)-463-6848 FA�: (812)-522-7658 EMt E IL: NE SEC R OM A MU L NICATIONS@NDOT.IN.GOV d NOTES: 5FA7L0L1SHCWIYT.Y 3S1UB DISJRICT P C H LA O R N K E S : \,1LLE, IN 47129 (812)-282-7493 FAX: (812)-282-3497 1. PT OOPI NOTGSR AOPFH CY OSNHNOEWC NT I OONN, EPTLCA.N HS HOEWEET\ ,S1 E RIS; TI NHTEE NE DX EADC TT OL OSCHAOT WI O NT HAEN DG EQNUEARNATL I TLI EOSC ASTHI OANL L OBFE F\E, 1 ENRCIEFSI E, DC UALT\ , 1 ET RHTES ,T I MD RE l \ ,O1 EFS , CEOXNI SS TT IRNUGC TUI OT INL .I T I E S , 2. NT HOER THHO RAIMZEORNITCAALN LDOACTAITJ MI O N( NDAADT8A3 ) .I SE LBEAVSAETDI OUNPSOANRTEHBE AISNEDDI A NUAP OSNT ATTHEE C1O9 8O8R DNI NOARTTEH SAYMSETREIMC A(NE ADSATT IZJ MO N(EN) ARDE8F8E)R. E N C E D T O T H E 1 9 8 3 3. WTHOERKCINOGNTDRAAYCSTOBREFSOHRAELLCOCNALSLTRIUNCDTIAIONNA IUSNTDOERBGERGOINU.ND SER\,1CES AT 1-800-382-5544 PRIOR TO ANY GROUND BREAKING TWO FULL 4. TAHL TE H LOOUCGAHT I TOHNE SOEF PELXAI SNTSI N HG AU\ , 1 TEI LAI TTI ET SE MEPTTCE.D STHOO WSNH OOWN ATLHLE SEEX I SPTLIANNG S UAT RI LEI T I NE SO,T TTHHEE CEOXNATCRTA CL TOOCRA TSI OHNASL LB UN TO TO NA LSYS UAM EG EANLELR AE XL I SLTOI NC GA T UI OTNI L. I T I E S CHOAN\ , 1 ES T IBREUECNT I OSNHOAWRNE.AS T AH ERREE FCOL ERAE RILTY SMHAARLKL EBDE I NT HTEHEC OFNI ETLRDA CPTROI ORRS TROE SAP ONNY SCI BOI LNI TSYT I RTUOC TSI OENE ITNHATTH EA LALR EEAX.I S T I N G U T I L I T I E S W I T H I N 5. EXACT LOCATION OF MANHOLES, LATERALS, CLEANOUTS, AIR RELIEF VAL\,1ES, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. AD ON WD NW AT ISMTEE WCAOTOERRD IONPAET RI OANT OMRU, SDT A B\ , 1ED MCAODBEU RWNI T HA TT H( 8E1 2S)E W7E3R8 -U3T9I L5I8T YA PMR II ON RI M UT MO BO YF PFAl S\ , 1 SE I N( G5 ) OWF OSREKWI NEGR DMAAYI NS S P. RCI OO RO RTDOI N AS THEU TW IDT OH WTNH EO FW A T E R EXISTING MAINS. 7. PNROOT PREERPTRY ELSIENNETS , PWRHOEPREER TSYHSOUWRN\,, 1 EAYRSE, BBUATSEADR EU POONNL YCOAUPNPTRYO XPI MLAATT ERLEOCCOARTDISO.NS THF OE RSARIDE FPERROEPNECRET YP ULRI NPEOSS EOSN O NTLHYE S E P L A N SHEETS D O 8. T3H0 )E WCIOT NH TOIUR ATC PT ORRI O RS HWARLILT TAE VNO AI DP PI NR OCVHAALN NO EF L T WH EO RI KN D(I AA TN AS TDI ER EPAAMR T CI MREONSTS IONFG SN)A DT IUJ RR AI NLG RTEHSEO UFRI SCHE SS-PDAMW NS II NO GN SOEFA FSIOSNH (AANPDR I LW I L1 D LT IHFRE O. U G H J U N E 9. EI FX CAANVYA TAI RO CNH EWOOLROKG I AC NA DL AC RO TNI TF AA CC TT S T HOER I HNUD MI AANNA RDEEMPAAIRNTSI M EANRTE OUFN CN0A\ , T1 EI RJ READL DRUERSI ON UG R CC OE SN,S TDRl \U, 1 CS TI 0I ONN ,O FT HHEI SCT OO NR TI CR APCRTEOSRE RSVHAATLI OL N S TAONPD A L L ARCHEOLOGY, PHONE No. 317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEMNG THEIR APPROVAL. 10. TDHUESTC0EMNITSIRSAIOCNTSO.R SHALL BE REQUIRED TO IMPLEMENT DUST CONTIROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITl\,1E 11. NI FA TCIAJ R\ , 1AE LR NRSE SOORU RSCPERSI N GOSR ATRHEE EUN. SC.O UF INSTHE R&E DW IDL DULRI IFNEG OEFXFCI CAEV ASTHI OANL ,L WBOE R CK OSNHT AA LCLT ESDT OCPO NI MC EMREND IINA GT E LPYR OAPNEDR TMHI TEI GIANTDIIOANN AM EDAESPUARRET ISM.E N T O F 12. HAI GLHL E SSTI N KCHL OO LSEESD TCHOANTT OOUCRCSU RO FI NT HCEO NSSI NT RK UH OC TL EI O. NE XAIRS ET AI NSG SVHOALLULM EB EO FL E FSTU RUFNADCIES TDI JRRABIENDA GAEL OTNOG SWI NI TKHH OAL E2S5 SFHOAOLTL BB EU F MF EARI N TAARIONUE ND D A NT HDE DRAINAGE FROM C0NSTIRUCTION SITES WILL BE FILTERED OR TIREATED PRIOR TO ENTERING A SINKHOLE. U]TILITIES TELECOM: CABLE TV: FIBER OPTIC: 2F R4 O3 7N3T I ECRo uCnOt rMyM UR oNaI CdA T4I5O N S E A L T K T HN A : RT P , H IN IL 4 N 6 A 5 S 1 H 6 PHONE: 574-875-3796 EMAIL: PHILNASH@FTIR.C0M 1'1M1NDSS.JRMEAAINM SCTO.MMUNICATIONS PELHIOZANBE:ETHTOWN, KY 42701 (270)-765-1892 3 JIN E 4 S F 0 I F G8 E H R I TN S DO C U N O S 1 M ,1 T L M IR L U I E A N , LI C IN P A AT 4 R IO 7 K N 1 W 3 S A 0 Y PAHTTONN:E:DA1,1D BROWN (812)-288-6471 FAX: (513)-229-0423 2M3A7I N0S JL AR ENADMM AFRI BK E RW ANYE TNWEO, RUKNSI,T L1L0C2 P CO H R O Y N D E O : N, IN 47112 (844)-752-6736 1 UK 8 A N 2 N IT 8 S E A WPS A R L CIVN IT AU Y TT , E S M NT O , E T F 6 WL 4 OO 1 R 0O K 8 R S 6 PHONE: (816)-903-9400 FAX: (816)-903-9401 E LECTRI C: Know what's below. Ca II before you dig. GAS: WATER: SANITARY SEWER: 3DM 9 U A 0 K R E T N IN E S M N V A EI R L IN L G E Y S , T I . N 46151 A PH TT O N N : E: TIM UMBAUGH (765)-349-4012 EMAIL: TIM.UMBAUGHOOUKE-ENERGY.C0M 1H1A6R5R I OS LODN FCOORUENSTT Y RRD. E N. MW. C . CPOHROYNDEO: N8, 1 2IN- 743781-1 24 1 1 5 1I N2D3I AWN.A CUHTEI SL ITTNI EUST CSOTR. P O R A T I O N C P O H R O Y N D E O : N, IN 47112 (812)-738-3235 FAX: (812)-738-1512 2CT 1 O O 9 ' R M Y N N D . O O FC N A, CP I O N IT R OY 4 L 7 D 1 OA 1 N \ 2 ,1 E . PAHT TONN: E : S T A( 8C1Y2 )S-A7I L3O8R- 3 9 5 8 T2 1O9' M NN .O FC ACPOI TROYLD OANV E CAOT TRNY:D OLNA,R RI NY 4F7E1S1S2E L PHONE: (812)-738-3958 OVERALL SANITARY SEWER SYSTEM MAP NOTE LIFT STATION No. 5 0 " j PRIVATE STATION r PRIVATE LIFT STATION QUARRY RD PRIVATE LIFT STATION ALL EXISTING GRAVITY MAINS ARE 8" UNLESS OTHERWISE NOTED LEGEND Exis1ing Gravity Main andSize Existing Gravity Main and Size Previously Lined Exisling Gm,fly Main andSize To be Lined - - - - - '"::'L. - - - - - Existing Force Main andSize 9 Existing M:mhole Existff}g Plug Valve il Existing Air Relieve Valve @ Existing Valve Pit @ Existing Lift Swion PRIVATE LIFT STATION IVATEUFT ATION PRIVATE LIFT STATION LIFT STATION No.13 • • r • • u C: - REVISIONS BID SET C 2025 Midwestern Engineer,;. Inc. 802 West llro:,dway Street P.O. Box 295 Loogoo1c-e. Indi,,n:i 47553 DATE MARCH 2025 DESIGN C.W.R. DRAWN C.Z.M. a.c. CHECK E.K.P. PROJECT NUMBER 2025002-01 2 2 OF I FlLE NUMBER 44624 5 I Do Not Use Plan Previews for Take Off
l PRIVATE LIFT STATION 400 NOTE: RAVITY MAINS ARE ALL EXISTING G RWISE NOTED 8" UNLESS OTHE LEGEND ..:..:.1- ____ 9 • Mam andSize Eix.isting Gmnty . d • • dSize Proviously Lme faisringGmvllyMaman S- Tobelmed • M,1inand ize ExisdngGrav1ty ' Exi•su•ng rcomMainandSize Existing Manhole Existing Plug Valve fa.isting AirRelieve Valve Existing Valve Pit Exisr.inglift Station e , - • LIFT STATION No. 6 • • ct a El 6 ' ).,,J. • Q' 0 • . .. SUMMIT ST e "'8 - . e-e LIFT STATION No.13 LIFT STATION No. 3 PRIVATE LIFT STATION ISHT.41 - J • • - GRANGE HALL RD. • • s.R62 LIFT STATION No.18 COUNTRY CLUB RD. e - REVISIONS BID SET C 2025 . ineers. Inc. Midwe�tern E_nJwa y Stn.-et 80-, \V<\Sl Bro<1 ' 295 P.O. Box !ndinna 47553 Loogool�. OAT£ MARCH DESIGN 2025 C.W.R. ORAWN C.Z.M. Q.C. CHECK E.K.P. NUMBER PROJECT 2025002-01 3 3 OF I FlLE NUMBER 44623 5 I Do Not Use Plan Previews for Take Off
w w I z o , wz • 0 z 0 < I z < z I z <• N N w z 0 ,o � <□, ·- •o � � ' °' wo NO oW = NN Q -o ---- �� Q o<I •w or � -w ---- "" ?. rl Oc : o> -o u � "o = �z < � w -, w� M Q �g o N •• , ro <c LEGEND SANITARY SEWER MAIN - SPECIAL NOTES TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING GRAVITY MAIN, S.N 1 (x') INSTALL A COMPLETE CIPP LINER FOR REHABILITATION OF EXISTING Existing Gravity Main, S17eandF!owDirection MAIN APPROXIMATE LENGTH OF LINER FOUND IN PARENTHESIS >----+--------------------------< __j___e;':,_..::e=::,_;= Existing Gravity Main, Size and FlowDirection S.N. 2 (x") EXISTING MANHOLE APPROXIMATE DEPTH Tobe Lined >---+------------------------, ____! :·, -::_.===-- Exisring GravityMain, Size andFlowDirection S.N. 3 (x) APPROXIMATE SERVICE LATERAL CONNECTIONS Previously Lined >----+--------------------------< -----�""L ---- - Existing Force Main and Size ----,8----Existing 11-fanhole -----s-----Existing Plug Valve ----�----faisting Air Relieve Valve ----,@---- Edsting Va/Fe Pit ----•@---- Existing Lift Station G1ENERAL NOTES NALOLTEEDXI.STING GRAVITY MAINS ARE 8" UNLESS OTHERWISE 2. NCEOCNETSRSAACRTYORFOTRO LPINR/ONVGIDOEFTGRRAAFVFIITCYCMOANITNRSOWLITAHSIN OR ALONG TRAVELED SURFACES. 3. ALL CIPP LINERS TO BE INSTALLED WITH HYDROPHOBIC END SEALS 4. IANLSLPCEICPTPIOLINNETRELSEHVAISLILNBGE. INSPECTED WITH POST 5. ALL ACTIVE LATERALS SHALL BE REINSTATED AND RBO RE W I U N N S S E H T R E A S D T R . E I E D N P A A R C T E T T S IV H E E E N T L D A A IS T T C E IV RR E AE LTSI OSNHOAFL LT HN EO TOBWEN E R O R I S.N. 1(180') S.N. 3(1) ----:=:-,-,---'j8 MH 221 • S.N. 4(180') S.N. 3(2) S.N. 1(163') l S.N. 1(140') ECXOINS TT RI NAGC GT ORRA VSIHT YA LML ATI NE LAENVDI SDEE, CT EL ERAMNI NAENIDF GR ERMA VOIVTEY AMNAYI ND E B R I S I N TERMINATES INTO A POTENTIALLY UNALLOCATED MANHOLE OR S.N 4 (x') OTHER ACCESS POINT IF AN UPSTREAM ACCESS POINT IS DO IWS CN OE RV ESRHEADL LT HP ER OCVOI ND TE REAXCCTAOVRA TS IHOANL ILF I NR SE TQAULI RL EADC. OA MP PPRL EOTXEI MLAI NT EE R LENGTH OF EXISTING GRAVITY MAIN FOUND IN PARENTHESIS S.N. 3(2) S.N. 4(125') S.N. 3(1) S.N. 4(125') MH 2178 -�-----;81:---::::=-- ...... ,� g MH 218 1...----,S.N. 1(64') I S.N. 1(192') t MH 228 8 \ MH 760 !9.�---,--�--.18 MH 761 •• n ,._ S.N. 1(154') S.N. 3(1) • MH 227A \ WALNUT ST. MH 229F 8 MH224 j 6" 8 MH 229E \ MH 229C i9,1--:.;._--11g MH 229D I MH 229A 81---8-8 MH229B MH 759 I MH 227 8 r e,--- '- ==-=-=�- S"PVC 8"PVC_) -8- ---- _g,�---,-----,---,-' '(_S"PVC MH229 j . w i C =:l > :: w C) MH 227B CONTRACTOR SHALL TELEVISE, CLEAN AND REMOVE ANY DEBRIS IN EXISTING GRAVITY MAIN AND VERIFY LOCATION OF EXISTING GRAVITY MAIN BETWEEN MH 229 AND MH 215. IT MAY BE NECESSARY TO TELEVISE MAIN WEST FROM MH 215 AND EAST FROM MH 229 S.N. 3(3) MH 215 • MH 406 e I • • S.N. 1(163') - S.N. 3(2) 8MH 214 S.N. 1(250') l MH405 8 S.N. 1(455') S.N. 3(2) r, l 8 MH403 l MH40�8 • i'll. MH 211 MH2 - 10.--:-:::==---8!--,,,,--. 8-- ' t r '- t• :5 -' u0 �=� =�;::--,;�- ���r[). ---;- 8 MH 209 MH 206 ee-· CAPITOL BLVD. MH 2077__________!�==:_---:-�_,;;, MH 208 8� t I 8 MH 135A "· t S.N. 1(447') S.N. 3(2) MH 168 ,. -----· -------:_,,,c_____._ -----------------------------------...l.....l'-�� \ I MH 170 8 .. -�_... ___ .,..._ ______ � MH 174 B 6" I Ml-j 170A 8 '- ,_KIRKHAM AVE. '8 MH 17 I • � � • I� ' ' lt:r i9 MH 210A t I CEDAR'ST. - MH 200 ���r---:- -8- ,( 1 MH614 8 \ \ ___ _ --------------------------PLAN No. 1 REVISIONS BID SET C 2025 Midwestern Engineers. Inc 802 West Broadway Strecl P.O. Box 295 Loogootcc. lndi,ina 47553 DATE MARCH 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2025002-01 4 4 OF 5 I FILE NUMBER I 44622 Do Not Use Plan Previews for Take Off
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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