RDREMILOLETDE OSEPNESNOINRGI.NHSIGTAHLSLETRDEINNGLTIDHWITH PS OE TL YFPL RU OS HP YWL EI TNHEGFRROAUMNED&SCUORVFEARC E ANCHOR LUGS -------<71 HWOI TPHE NP OI TT WC HI TEHS RFEOI NR FSOERRCVEI CD ERLI BI NSE LCOOAMMP AF CI L TL EADR CO LUANYD OPRI T 1 1/2" MP RE ET SE SRUCROEPRPEEDR USCEI NT TGEVRAWL VI TEH. S A E N E D S A P C E C C E I S F S IC O A R T I I E O S N FOR TYPE RL IEDMWOITTEH SDERNI LSLOERD ION PS ET AN LI NLGE D I N FH RI GAHM ES TARNEON GC TOHV EPRO SL YE PT RFOL PU YS LHE N E WITH GROUND SURFACE ANCHOR LUGS- ----+ -- �/! HWOI TPHE NP OI TT WC HI TEHS RFEOI RN FSOERRCVEI CDE I BI NSE ANGLE DUAL CHECK VALVE ME XETTEENRDYTOHKREUWWI LALL L DWUI TAHL ¾P U" RC POOP SP EE R OUTLET CONNECTION MP RE ET SE SR UCROEPRP EE DR USCEI TN TGE VRAWL VI TEH. SAENED SAPCECCEISF SICOARTIIEOSN S FOR TYPE 13-3116" " w I 2 0 " 2F4O" RF O5 1R8 " 1&" 3M/ 4E" TMEERT SE R S ¾" HOPE, SDR-9 CTS ¾" x 1" INCREASER 13-3/16" w I 2 0 "2F4O" RF O5 1R8 " 1&" 3M1 4E" TMEERT SE R S "SYT"I FCFOEUNPELRI NSG W I T H I N S E R T DOUBLE METER SETTING " RDERMILOLETDE OSEPNENSOINRG I.NHSIGTAHLSLETRDEINNGLTIDHWITH PS OE TL YFPL RUOS HP YWL EI TNHE GFRROAUMNED& SCUORVFEARC E ,..___ ANCHOR LUGS ,__ HOPE PIT WITH REINFORCED RIBS WITH NOTCHES FOR SERVICE LINE LCOOAMMP AF CI LTL EADR COLUANYD OPRI T 2" HOPE, SDR-9 CTS CWOI TRHP .I NSSTEORPT-S T I-F F E N-E R - MAIN--10 NSOADTDE:LES REQUIRED ON ALL MAINS PER SPECIFICATIONS C P A I UT AT EP "' I BEFORE DIGGING � """ C:::.::::::- - - �J � R� IN THIS AREA -··- 13 3/16" 20" FOR 518" & )., , METERS LCOOAMMP AF CI L TL EADR CO LUANYD OPRI T 24" FOR )" METERS EBRYEACING N ANGLE BALL VALVE 1F"OCRT1S" C&L¾- 2"0I0N(LMEITN S. ) E-T T-E R-S , SUPNELECSIFSIEODTHERWISE ¾" x 1" INCREASER SSCETHT. E80R RSIUGPIDPOPRVTC 1P6IP" ELO, BNRGACE½" DIA. METER & BOX SETTING WC OI TRHP I.NSSTEORPT -S T I F-F E-N E R- MAIN--10 NSOADTDE:LES REQUIRED ON ALL MAINS PER SPECIFICATIONS IRDHEI NN TOI FTI RC IA- VT II EOWN MWAI TRHK ET RR AFCOERR TWR IARCEEPROWS ITRSE, -, - ECSATR SAOC NC IETSESTPUOF IFNCT SA TF OWRI TTHRTAWCOE RT EWRI RMEI N, AOLR T EWNAGTI ENRE EMRA IANP DP ER CO AV LESD TEOQ BUEA LI N. CS TOAL LOLRE DB LAUTE1W0 0I T0 HF T . MVAALXV. ESSPAECTICN.G, IN FENCE LINES, ADJACENT TO OT RRARCHEHR SWOI RL IED SCHOAPLPLEBREWNIoT. H1 42 5A MWIGL UPSOEL-Y2E, RT HH YWL-E2 N-E - , , . _ II NN SS UT AL AL LTEI ODNL OA NNDG ISTUUIDTIANBALLEL YF OARL ODNI RGETCHTEBPUI RP IEA L WT RI REEN CSHH.AALLLLBUENCDOENRNGERCOT EUDN DWSI TPHL ITCHEES UI NS ET ROAFC E R CCOOPNPNEERCHTEOARDS.SNAKEBITE WATERPROOF GRADE NCOOTNET:RACTOR SHALL BE REQUIRED TO PROVIDE PHOTOGRAPHS OF THE FIELD TILE RC EOPNATIRRA( CB TOOT RH SP HR AI OLRL TP OR OAVNI DD EA FATLEARB ER LEEPDA I 3R- )R IPNRGI OBRI NTDOE RE ACROTNHT LAOI NAI MN GB AT HC EK FRI LELQ. UT IHREE D PP HR OO PT OE RG RS AT PA HT ISO NEIANCGH, SPI HZ EO TOOF GTRI LAEP RH ESPHAAI RL L, DBAETPEROOFP RE ER PL YA I LRAABNEDL EPDR WO PI TEHR TT HY EO W N E R . EF IXEI LSDT I TNIGL E SA IDDAEPOT EF RF I IENLSDT AT LI LLEE DR EEPAACI HR --flrT711- - - - - 2' MIN. WATER MAIN EARTH LOAM BACKFILL PAISPECUSTA MF IEE LSDIZTEILE 2' MIN. U#5N3DSETROPNIPEEBACKFILL FIELD TILE REPAIR DETAIL FEIXEILSDT ITNIGL E (P' I)P EI NJCORI ENAT SDEE TF RL EE CN TCIHO ND.EUPST EH FAI ST TNI NEGC SE SASNADR YC OT ON CPRREETVEE NA TN CE HX OC ER EBDLION CG KRSEICF OTMR ME NE CN HD E D DEPTH EXCEEDS REASONABLE CONSTRUCTION DEPTHS. GRADE (' ) ( ' ) MIN. 4'-0" CRUSHED STONE NOTE: 1. 2. PSLEAESPTLI CA NP ISPHEESEHTASLAL NBDE CERNOCSASS ESDE CWTI ITOHNSSAFNODR. S I Z E A N D T Y P E OF P I P E 3. IF ROCK IS ENCOUNTERED, MIN 6" SAND BEDDING IS REQUIRED UNDER ALL TYPES OF PIPE. CREEK CROSSING SECTION #T4OPBA&RBSOCTOTNOTMINUOUS r--=a:f'--v- 6x6 1¾0 W.W.M. DRAINAGE GATE 3'-0" 2'-0" UR OS EL L6E" DO EF ANCoH. 523" A G G AS DETAILED ON PLANS 2S "UCB RGOR WA DNE 2'-0" FINISHED CROSS SECTION ACCESS ROAD NOTE: 3'-0" 1 L::::::: 3 HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO THE C.L. OF TRACKS BEYOND R/W LINE 2 ' OB EFYSOLNODPTEO E (25' MIN.) BEYOND R/W LINE D3! ' TBCEHY OL NI NDE (25' MIN ) R R . I RW . TYPICAL OPEN CUT SEAL TVYAPLVICEAL GATE DC .AI .RRREI ESRT RPAI PI NEETDOJ BOEI N T _ I SEAL PSET RE ESLPCEACSI FI NI CGA PT II OP EN S RAILROAD CROSSING SECTION PAVEMENT OPEN CUT GATE VALVE MAIN MIN.12'-0" STATE HIGHWAY I MIN. 12'-0" STATE HIGHWAY MIN G . 2 R '· A 0 D " C E OUNTY ROAD \ ..,.. z" N ' HALL BE RESTRAINED _J MJ OAIINNTSP 3C' ABSEI NY OG I N P A D N E D E W A S I C T H H H A I N L E L N T E D H X E T END I MIN. 2'-0" COUNTY ROAD - z " " ' L STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED ROADWAY BORING SECTION ES TNEDESLECAALSPI NEGR SWPI TEHC IBFRI CI CA KT I O/ MNOS R T A R SECTION ==-"-- #4 BARS CONTINUOUS _j 8' f- ·•. ' •, .. •' . - . • ' . ... .• ·t· 1·-0· •1 DIA. 1 1·-0· ·r· .... . -. . "". .. .. . . . . • 7• • . . ' �. . :-. ·: .. • • . -� . -o.. ••. ,, • . . .. · • .::,.>l.• •. -·· -... P OT L W F A O O C F E S DP C A A A C S T E I N E R G A S C H (TYPICAL) BET6 'W• E10E'NTYSPPIACCAELRS F E P O N O R C LY A AE S L T E L H M D Y E . L I N . E P T N IP R E E E Q'D B 2E' LFLR EONMD LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS . ; . PLAN CASING PIPE TRACER WIRE NTRYLAOCNERCWABIRLEE,TMIEINS.F2OPRER PIPE R S U TA N I N N E LE R S S S STEEL CASING SPACER WITH POLYMER CARRIER PIPE ML I AF TNI HN OG LHEACNODVL EE RA SNHDAPLAL DBLEOACLKUHMAI NS UP M W I T H 4C "ODNI AC .. PMRAENCHAOSLTE 2V"APL RV EE SASDUJRUES TR ER DA UN GC IEN G 28 TO 85 PSI PMEI NR. SP PI PEEC CI FOI CVAETRI O N S 2A"S CATPSP LCI LC-A2B0 0L E( M I N . ) OUTLET PL IINP KE - SS EL EAEL V( TEYWPI.TAHL L P R E E N D E U T C R E A R T - ION-S) ' AS REQUIRED CONC. FLOOR . ,_:: 4'-0" • • C • '; '• :< '·• •• . ··:• � . .-. . .... ' . . S". :: ... . ; .. .• ,' INLET 2" P.R.V. VALVE & SETTING B W AI L T A L U T J E M O R IN I N P O T R U S O S S O M H F A A W S LL I T T I B H C E COPPER SETTER FOR 2" PA RL LO JOOFI NWTI TS HS BH IAT LULMBI NE OWUAST E R MVAALSVTEICBOX � COVER � -SLOPE VA AL UL VMEI NBUOMX T_O P__ , . FI NLLAENTGAENDDMOEUTTELRE WT I( TGHR IBPYJPOAI SNST , FBOARL LCVOAPLPVEER ) CA NO DN (T2RRAECQT 'OD R) FSEHMAALLLEVBERROI FNYZTEHMEEPT. ER RVF L A N G E . 6" PIPE----, LAYING LENGTH TO FIT BWYI T- PHA PS AS DFLUOLCLKP WO RI NTGBSA L L V A L V E 2A"SCATPSPCL LI C- 2A0B0L (EM I N . ) R2 "EDDRUACI ENRWAHSERNEAQPUPI LRIECDA B L E PLIINPKE SSELEAEL VOENWITH ALL PENETRATIONS GATE VALVE � STONE LINE SIZE HM AA NN DH LOEL EA NCDO PV AE DR LSOHCAKL LH AB SE PA AL US MMI NA UN MU FW. BI TYHHLAI FL TL II DN AG Y PORROEDNUGCI NT ES EMROADPEPLRNOoV. EA D4 8ERQ U A L •. . 4'-0" •- 5". . . .• FSOERE MS EP TE EC RI F TI CYAPTEI OANNSD ACCESSORIES FLANGED COUPLING ADAPTER SPIZIEPEADSAIZPETTEOR METER I CONC. FLOOR 4C "ODNI AC . PMRAENCHAOSLTE �'El_'s_.LO.-P-E---- VALVE BOX COVER � VAALUL VMEINBUOMX TOP fu 1---- 6" PIPE ,; o; w uwa. a z : " � GATEVALVE 1'-6" MIN. 2" DRAIN WHEN APPLICABLE 1 1/2" AND LARGER WATER METER & BOX SETTING HEADWALL DETAIL TYPICAL CASING SPACERS AND END SEALS DETAIL TYPICAL DETAILS REVlSIONS (JJ ;:i <!I'. 811125 BID SET C 2025 MidWt'-Skm Engint'Cr5. Inc. 802 West Bro«dw,1y S1reet P.O. Box 295 Loogootce. lndiana47553 DATE AUG. 2025 DESIGN CW.R. DRAWN J.A.J. a.c. CHECK E.K.P. PROJECT NUMBER 2024080-00 1 1 11 OF I FILE NUMBER . 45143 13 Do Not Use Plan Previews for Take Off
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