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Midwestern Engineers, Inc. Plan Preview

z > z > t < < u ,: < - � >" � < z % W;_;;, Q ---- 008 • ' � lnl g� _, �. � ' i::><'I o-1 oO g� � .. � � < � 0 ii M < "' .al Q mo z u 'J: _z ¥ -, zo W<�� -� �$ <• DISTRIBUTION SYSTEM REINFORCEMENT HOLIDAY VILLAGE TO MARIAH HILL PHASE I FOR THE WATERWORKS BOARD SCOT ELLIOT, PRESIDENT STEVE LEIBERING, VICE PRESIDENT TONY PERKINS, MEMBER THERESA HARTWIG, MEMBER MATT WOOLEMS, MEMBER UTILITIES SUPERINTENDENT RUSSELL LUTHY WATER SUPERVISOR CHRIS GLENN SPENCER COUNTY, INDIANA AUGUST, 2025 TOWN COUNCIL KEVIN BURKE, PRESIDENT PATRICIA VAAL, VICE-PRESIDENT MIKE JOHANNES, MEMBER BRIAN WARREN, MEMBER JASON LITTLE, MEMBER CLERK-TREASURER JANE LINDSEY ATTORNEY KEVIN PATMORE SANTA CLAUS, IN PROJECT LOCATION IME ZONE IMEZON- � elvin 1 \ Holland 6,5 3,2 161 ilman ,· . I ,7 \... I Lincoln Bpyhood National Memorial I 1.5 I 1 Midway � 6.8 9,5 uffaloville Lincoln 3 4 State Park ,'Y. o<.S' LOCATION MAP NOTTO SCALE 264 ----- N NOTTO SCALE COPYRIGHT © 2025 Midwestern Engineers, Inc. Quality Engineering Services Since 19S9 Midwestern Engineers, Inc. 6809 Corporate Drive, � 802 West Broadway S,., P.O. Box 295 Indianapolis, IN 46278 Loogootee, IN 47553 Ph: 317-334-0262 Ph: 812·295-2800 W'ebsite: midwesterneng.com Fa�: 812-295-280] Email: meinc@midwesremcog.com Consultants • Civil • Mechanical • Electrical PLANS CERTIFIED BY:__����· �t,j�·�P-,,.-c-=- =------8 /-oc 1 -cc /2 = 0_25_ CLINT W. ROOS P.E. DATIE QUALITY CONTROL REVIEWER: REGISTERED ENGINEER No. 113002<1-1 STATE OF INDIANA 4'1iS.� 8 /1/2025 DATE PROJECT NUMBER 2024080-00 FILE NUMBER 45153 BID SET 1 1 OF 13 Do Not Use Plan Previews for Take Off

INDIANA DEPARTMENT OF TRANSPORTATION: Vincennes District 3650 U.S. Highway 41 Vincennes, IN 47519 Phone: (800) 279-5758 Email: swincommunications@indot.in_gov District Permits Manager Sara Polmanter Phone: (812) 381-4566 Email: spolmanter@indot.in.gov District Permit Inspector Meredith Dickens Phone: (812) 830-8322 Email: mdickens@indot.in.gov UTILITIES SANITARY: Town of Santa Claus 90 N. Holiday Blvd. P 0. Box 92 Santa Claus, IN 47579 Contact: Russ Luthy Email: russ.luthy@townofsantac1aus.com Phone: (812) 544-3329 Mariah Hill Regional Sewer District Contact 1: Raymond BaIbach PO Box 204 Mariah Hill, IN 47556 Email: rlbalbach@gmail.com Phone: (812) 686-8101 Contact 2: Stan Jochim 7447 E State Road 62 Dale, IN 47523 Phone: (812) 489-0508 SPENCER COUNTY: County Commissioners President James Seiler - District 1 2467 N Orchard Road Highway Superintendent Dale Kenney 920 E. County Road 800 Chrisney, IN 47611 Phone: (812) 362-8331 Rockport, IN 47635 Phone: (812) 686-3102 Vice President Heather Gries • District 2 4970 E CR 2100 N Auditor Melissa Bunner Dale, IN 47523 Phone: (812) 630-5113 200 Main Street, Courthouse Rm 6 Rockport, IN 47635 Phone: (812) 649-6004 Member Malcom Webb - District 3 7946 SR 66 Grandview, IN 47615 Phone: (812) 649-6004 ELECTRIC: Southern Indiana Power 1776 1oth Street Tell City, Indiana 47586 Contact Todd Hammond Phone: (812) 547-2316 TELEPHONE: Perry-Spencer Rural Telephone Cooperative 11877 E. State Road 62, P.O. Box 126 Saint Meinrad, Indiana 47577 Contact: Jim Ferguson Email: jferguson @pscfrber.net Phone: (812) 357-2123 AT&T Indiana Utility Coordination 13630 Lorain Ave. Cleveland, OH 44111 Contact: David Blackwell Email: g09871@att.com WATER: Patoka Lake Regional Water & Sewer District 2647 N State Road 545 GAS: Community Natural Gas Co. 303 N. Washington St. Dubois, IN 47527 Phone: (812) 313-5589 Phone: (812) 678-2250 Contact 1: James West Email: james@phws.net Phone: (812) 678-8322 Contact 2: Steve Dodd Email: steve@plrws.net Phone: (812) 678-8322 Town of Santa Claus 90 N. Holiday Blvd. P.O. Box 92 Santa Claus, IN 47579 Contact: Russ Luthy Email: russ.luthy@townofsantac1aus.com Phone: (812} 544-3329 SHEET SCHEDULE SHEET DESCRIPTION 1 COVER SHEET 2 GENERAL NOTES AND INFORMATION/ OVERALL SYSTEM MAP 3 OVERALL PROJECT MAP 4-6 WATER MAIN PLAN SHEETS 7 BORE PROFILES 8 PROPOSED DITCH PLAN AND PROFILE g PROPOSED DITCH SECTIONS 10-11 TYPICAL WATER DETAILS 12 TYPICAL EROSION CONTROL DETAILS 13 STORM WATER POLLUTION PREVENTION PLAN P.O. Box 320 Dale, Indiana 47523 Phone: (812) 937-2376 Email. dale@communitynaturalgas.com • • 811 � IIIL...■ P -- GENERAL NOTES: 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCT!ON. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAD83). ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN DATUM (NAD88). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1 (800) 382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTIL!TIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. 5. EXACT LOCATION OF GATE VALVES, BUTTERFLY VALVES, HYDRANTS, FITTINGS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. DOWN TIME COORDINATION MUST BE MADE WITH THE WATER UTILITY. COORDINATE WITH THE UTILITIES SUPERINTENDENT, RUSSELL LUTHY AT (812) 544-2354 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO TAPPING OF EXISTING MAINS. 7. PROPERTY LINES, WHERE SHOWN, ARE BASED UPON COUNTY PLAT RECORDS, THE SAID PROPERTY LINES ON THESE PLAN SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY 8. THE CONTRACTOR SHALL AVOID IN CHANNEL WORK (AT STREAM CROSSINGS) DURING THE FISH SPAWNING SEASON (APRIL 1 THROUGH JUNE 30) WITHOUT PRIOR WRITTEN APPROVAL OF THE INDIANA DEPARTMENT OF NATURAL RESOURCES-DIVISION OF FISH AND WILDLIFE. 9. IF ANY ARCHEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF HISTORIC PRESERVATION AND ARCHEOLOGY, PHONE No. 317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. 10. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 11. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY ANO THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH & WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING PROPER MITIGATION MEASURES. 12. ALL SINKHOLES THAT OCCUR IN CONSTRUCTION AREAS SHALL BE LEFT UNDISTURBED ALONG WITH A 25 FOOT BUFFER AROUND THE HIGHEST CLOSED CONTOURS OF THE SINKHOLE. EXISTING VOLUME OF SURFACE DRAINAGE TO SINKHOLES SHALL BE MAINTAINED AND DRAINAGE FROM CONSTRUCTION SITES WILL BE FILTERED OR TREATED PRIOR TO ENTERING A SINKHOLE. : i I I . . - . 1I EXISTING WATER MAIN PROPOSED WATER MAIN • u Q 1--1 REVISIONS 8/1 /25 BID SET C 2025 Midwes1em Engineers. Inc. 802 West Broadway Street P.O. Box 295 Loogootee. Indiana 47553 DATE AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. Q.C. CHECK E.K.P. PROJECT NUMBER 2024080-00 2 2 OF 13 I FIL.£ NUMBER I 45152 Do Not Use Plan Previews for Take Off

PROPOSED WATER MAIN TO BE EXTENDED TO MARIAH HILL IN PHASE II (BY OTHERS) TO MARIAH HILL t ' • - • • • • • �I w 111 0 0 z ' " '- � • I N POINT OF CONNECTION No. 2 I �· >· lZ 0 0 CD < 0' 2" ,t U1 ' 0:: • POINT OF CONNECTION No. 1 I r • • 300 OVERALL PROJECT MAP LEGEND 00 12" t ' ♦ ,,,-112"1_ --®-- _,_ _ij_ -"1- • • ·,,,--71PROPOSED WATER MAIN FROM HOLIDAY VILLAGE PHASE I (SEE SHEETS 4-11 FOR DETAILS) 't'ELJ,JG DRIVE (C.R. 1750 N) Existing Water Main a11d Size Bxi.1·ting G.ue Valve Existing Flush Hydram Existing Fire Hydram Existing Wilter Mai11 to be Retired in Place Existing Water Merer Proposed !Vi1terReinlon;ements Proposed Cure \lalve Proposed Fire Hydrant Proposed Blow-Off Valve Proposed W.1ter Meter Ph.ue II Fmure WaterM11in (By Others) Town OfSanta Claus Coqxm1rion Limits .. ITO PLRWSD I MASTER METER PJT • NOEt UNITED METI-iOBtST. �Uaet, PLAN SHEET LEGEND: WATER ' t EXISTING 3-WAY FIRE HYDRANT AND VALVE EXISTING 2-WAY FIRE HYDRANT AND VALVE EXISTING FLUSH HYDRANT AND VALVE vf YARD HYDRANT ; & EXISTING BLOW OFF AND VALVE PRESSURE REDUCING VALVE qp EXISTING LEAK DETECTION DEVICE " WATER METER SH SPRINKLER HEAD e EXISTING GATE VALVE @ EXISTING BUTTERFLY VALVE " EXISTING CHECK VALVE "' EXISTING CURB STOP EXISTING WATER MAIN AND SIZE SANITARY SEWER --.- FORCE MAIN WARNING/ LOCATE POST � EXISTING AIR RELIEF VALVE @8 LIFT STATION AND VALVE PIT ---2 CLEAN OUT e EXISTING SANITARY VALVE 8 SANITARY MANHOLE @ SANITARY GRINDER PUeiM" SANITARY MAIN/ FORCE MAIN --SAN-- ELECTRICAL 8 ELECTRICAL PEDESTAL 10 ELECTRICAL METER -¢- lili LIGHT POLE ,,__. UTILITY POLE WITH GUY BURIED ELECTRIC ---E--- OVERHEAD ELECTRIC ----OHE---- PROPOSED 0 �-F ? ij" ~Y ·� --- PROPOSED WATER MAIN AND SIZE PROPOSED 3-WAY FIRE HYDRANT AND VALVE PROPOSED FLUSH HYDRANT AND VALVE PROPOSED BLOW-OFF HYDRANT PROPOSED WATER METER PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED CHECK VALVE PERMANENT WATER MAIN EASEMENT LIMITS EASEMENT LIMITS PROPOSED GRADING L -� ~ � "' ,P TELECOMMUNICATIONS --m-- TELEPHONE PEDESTAL -•0- FIBER OPTIC WARNING/ LOCATE POST 1!'1 TELEVISION PEDESTAL BURIED TELEPHONE -----T - - GAS -"<,'- GAS WARNING/ LOCATE POST li EXISTING GAS VALVE ;;, GAS METER GAS MAIN AND SERVICE LINE -----G-- - - - SURVEY SURVEY POINT/ BENCH MARK SURVEY MONUMENT HIGH WATER MARK STORM SEWER ®' illll STORM STRUCTURES >-''�"'-< CULVERT TYPE AND SIZE 8 STORM MANHOLE MISCELLANEOUS ® SIGN ' SATELLITE DISH El RIGHT OF WAY MARKER □ 0 I§ • -a I H.T. [jJ MAIL BOX POST MANHOLE REDUCER CAP TREE WOOD FENCE _, __ ,_ WIRE FENCE -,- -,- ELECTRIC FENCE ,--- CHAIN LINK FENCE -- oc-- oc-- HOUSE HOUSE TRAILER EASEMENT NUMBER 100 50 0 100 HEVRON ROAD BLOW UP OVERALL PROJECT MAP REVISIONS 8/1 /25 BID SET C 2025 Midwestern Engineers. Inc. 802 West Broadway Street P.O. Boi 295 Loogootee, Indiana 47553 DATE AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. a.c. CHECK E.K.P PROJECT NUMBER 2024080-00 3 3 Df 13 I Fll£ NUMBER 45151 I Do Not Use Plan Previews for Take Off

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F W O I I I I I I I I II :;\ I I ' I I I\ \ I ;I '-1_,-✓ ITNRSATCAEL RL 1W2I"RPEVBCYCO- 9P0E0NDCRU- 1T8 PWLAATCEERM ME NATI N W I T H . . . . . . _ � / RS EE GE RSAHDEEE TDSI T8CAHNFDR 9O FMOSRT AD E2T4A+I5L 5S T O S T A . 2 8 + 0 0 S.N. 4 I I I I I I I I I � I , , I I / / I / I I / .I I I I I I I I I 0 0+ /, I f I I I I I I I I I I I I .... I I I I I / / \ I I ) / \. \ I I \ '- I I \ I I I I I / / ./ I \ .... j / "" / ( - ' ·---,-- w ( ' s.N. 3 1 1• -&s ◄ 1il:ooo ] ) ( S.N. 6(CONTRACTOR TO l\ / COORDINATE WITH PROPERTY Q!V ,/ ..____) X CONSTRUCTION ANO SHALL TEMPORARILY HOLD AS NECESSARY OCS . OWN O. N R6E DR( CI NOP ARN TI TOERRAWTCI TOT HOI NRP SRTTOOAPL EL R) T Y \ '1\ co��;:;;OR��� T�p ::::��X. UTILITY;OLE DURING 03 j,.1,._ I� 1 _._l._·_- ·_...!:(TY::P::IF;;;.':::IT: H:IN:5:.:FE: E:T:0:F;;::;PO::LE::0:RIG:U.;Y.;Wi,;;:1R:E : S,F,'�������";'a';":;,��c','�"';'�#��ss; 1:..11'--'.,,. ·~ 1' APPROXIMATE STA 18+20 THRU STA. 34+00. CONTRACTOR SHALL CLEAR ENTIRE WIDTH OF THE PERMANENT EASEMENT. I ALL MAINS AS SHOWN ON THIS SHEET TO BE 12" PVC C-900 DR-18 CLASS PIPE WITH TRACER WIRE AT A MINIMUM DEPTH OF 42" UNLESS OTHERWISE NOTED. RA EL LMOOWV EE DA L TL HBER UU SS HE / OD EF BARCI SH AI PCPCEURMWUILLAL TBEED AFLRL OO MW ET HD EI FCPLEERAMR II TN TGE DN OB Y" WT IHNED RO OWWN EI NRGA" NODF PB RR OU SP HE R/ DTEYB OR WI S NWE IRL L B E 12" D.I. SLEEVE E H X Y I D S R T A IN N G T F A I S R S E E-MB --LY --.d C1 2O" UAPNLCI NHGO R 1D2.L" xT1 2E"Ex 6 " PT HO RU UR SE DT BCLOONCCKR E T E 1 2 "1 2A"NGCAHTOERVCAOL VUEP L I N G ______----;! = y -; EXISTING 12" PVC C-900 DR-14 1 1 MAIN TO REMAIN IN SERVICE rr....--------�-" '.i.J.-- BELL RESTRAINT (TO TOWN OF SANTA CLAUS) 1 HARNESSES REQ'D FOR 12" 0.1 SLEEVE MSEERGIAELSU1G10R0ESTRAINT PT OWION TJ OOIFN TCSO ON NUET CFTRI OO NM 12" ANCHOR COUPLING 12" 0.1. SLEEVE U6 "NTDHEI CR KP OS TI NOTNOE FB CA OS EN NA ESCRTEI OQN' D( � - ' 1V2A" LGVAET E HB P T O E WA L R I ON L N T J R E OO E S I F S NS T E T C R S S O A RO N IN E NU T Q E T 'CO�FTRFI OOONMR l"im- 1 I 1 1 y '' '' EXISTING 12" PVC C-900 OR-14�"- 1 - -� MAIN TO REMAIN IN SERVICE POTENTIAL EXISTING� BELL RESTRAINT VERTICAL FITTING HT AWRONJEOSI SNET SS ROEUQT ' DF RFOOMR ID POINT OF CONNECTION ______-f 1 1 -------- C ' PE XI PI SE TTI NO GR EA MS BA EI NS TI NO SS ECREVMI CE EN T G6"R0IP.1 CSOLUEEPVLIENGOR HYMAX C6 "ODU. IP. LPI NI PGE AOSR RAENQC' DH O R T6"ExE6"x6" D.I. TP HO RU UR SE DT BCLOONCCKR E T E .. ' <\l- - -ij>.-_ __ BELL RESTRAINT 7\ HARNESSES REQ'O FOR 1 I TWO JOINTS OUT FROM ;;,,#j,jlJ>"-'� � POINT OF CONNECTION <l+----i,1> - �EXISTING 12" PVC ,:;c�'7.,,-FOSTER ADAPTER, SHORT STICK OF PIPE WITH MEGALUGS, OR ANCHOR •.:?,-i.'-...C C IOSUT PA LNI CN EG BAESTRWEEQE' ON BMAASI NE SD O N C6A " NOHCUAHPNOL GI RNI NG G BHEALRLNREESSSTERSARINETQ'D FOR \ PTOWION TJ OOIFN TCSOON NU ET CFTRIOOMN PE IXPI ES TTI ON GR EA MS BA EI NS TI NO SS ECREVMI CE EN T H6 "YDM. IA XS LGEREI VP EC OORU P L I N G U6"NTDHEIRC KPSOTI NOTNOEFBCAOS EN NAESCRTEI OQN' D ( T Y P . ) N RC E- 9M0 0A IONRI N- 1 4S EMRAVI NI CTEO POINT OF CONNECTION DETAIL No. 1 00 NOT SCALE POINT OF CONNECTION NOTES: PT OH RU UR ES DT BCLOONCCKR E T E 12" GATE VALVE 12" D.I SLEEVE REC XE- 9I MS0 0AT I I DNN RGI N- 11 4S2 " EMPRAVVI NCI C-TE O� (MF ARSOTME RN EMWE TPEL RR WP I ST D) )(-?' .... ( l---'---''--�-.c�..L 12" ANCHOR COUPLING -',+.-- BELL RESTRAINT PHT OWA RI ONNTJEOOS I FSN ETC SSO RON ENU QET ' CDF TRFI OOO NMR CT_) . ' " .. , SEEDING WILL BE REQUIRED IN WOODED AREAS PT OH RU UR SE DT BCLOONCCKR E T E 12"x12"x6" D.l. TEE BHT WEA LROLN JREOES I SSN TET RSS AROI NEU TQT ' DF RF OO MR POINT OF CONNECTION 6" GATE VALVE F6 I" RTEH HR YE DE -RWAANYT (1T2O" PMVACRCIA- 9H0H0 IOL LR)- 1 8 MAIN PT OH RU UR SE TD BCLOONCCKR E T E SPECIAL NOTES SSN. N.21 IENXSI TS AT ILNLGN WE WA TGEARTME AVI AN LTVOE R( SEI MZ EA)I N I N P L A C E SN.3 INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE SN.4 E C P E U X XA T I I P S S P I T T N E I I N N T D GO G , A WSWNEAADRTT V R EE I E R R C T E A MI R N A A E D I N N D D M S I E N E H X TO P I E S L W R A T N I C P N IE A T G S F T M R C O E O R T B M O E E S R N R S S E E H W A M A R A CT E I O C N C H N I O N E N N D E P N C L T E T A O C I C O B T E N E E . D E P R OX E T I ! O T S NI T T R T I E H N T D G E O I N C E N E U X P W I S S L T T A W O I C N A M E G T E A E R W F R A T S M T E E E R R A R I V N N I M E C W E AI L N W I . N A N E T E E T W R O 1 M B " E A H I C O N U P IS T E , SN. 5 ICSNDUSRST T-A9OL CLMATETSR-I OSSI NZE ERB VYS IECCROEVNLI CTI NREEAL. CI ONTWEO NTR OE RB SE HI AN LS LT AP LRLOE VD I DF ER OC MO RNPE. WS TWOAPT, ES RE RMVAI ICNE ALNI NDEC, OA NN DN ET CATPEPDI NTGO SEAXDI DS TL EI N, GF O R INSTALL NEW 1" HOPE SDR-9 CTS-SIZE SERVICE LINE AND %"x¾" SERVICE METER AND RECONNECT TO SN 6 ET AX IPSPTI INNGG SCAUDSDTLOEM, EC RO PS PE ERRV ISCEET LTI ENRE , ( MI FEATPE PRL PI CI TA, BML EE T) EORWLNI DE, RA NS HD AML EL TPERRO FVOI DRE I NC SOTRAPL. LSATTOI OP N, SBEYR CV OI CNET LRI AN CE T, O R SN 7 RBOEMRROOVEWEBXAICSTKIFNIGLLGATE VALVE AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B S.N 8 REMOVE EXISTING FIRE HYDRANT OR FLUSH HYDRANT ASSEMBLY AND APPURTENANCES TO 18" BELOW GRADE AND F!LL VOID WITH GRADE B BORROW BACKFILL SN.9 REMOVE EXISTING METER AND APPURTENANCES TO 18'' BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL S N 10 CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SIDE OF MAIN EROSION CONTROL NOTES E.C. 1 EROSION CONTROL BLANKET EE..CC.. 32 TSEILMTPFOERNACREY CONSTRUCTION INGRESS/EGRESS PAD E.C. 4 INLET PROTECTION STRAW BALE E EE . . . C C C . . . 7 5 6 P P T O E O M R R P T TA A O B B R L L A E E R C T Y O O C I N L O S E N T T C R RUECTTEI OWNADS UH MO PUST TBEARS I N G1 ELSNOHECARALALTLI BONENODTSEEHT: OEWR MN I ON NE DP LB AY NCSOFNOTRR AR CE TF OE RR E. LNOCCE AOT NI OLNY . SFHI NA AL LL BL OE C A T I O N SA HP PA RL LO BV EE DT HBEY COOWNNTERRA CO TROERN' SG RI NEESEPROPNRSI IOB RI L ITTOY CT OO NNSETGROUTCI AT TI OENW. 1I TT H 1 . APV LRELOR TTP EI OCESASEL ADFNI WTD TA9I TN0 EGDRSE MGA ASR I ENN ESE . CF VI ETESTRSI NTA GI RC SYA . LT NOE OL BEAEVDIANDTSI I TOTI OAN LNTLAOELDBP ELA EYGVMAEEI LNNEWTDI ST WHH AI TELHXL I SAB TDEI DNMI GTAI ODA NEN DAF LO R THE USE OF ADDITIONAL VERTICAL FITTINGS AS NECESSARY. POINT OF CONNECTION DETAIL No. 2 PP RR OO PP EE RR TT YY O{ RWE NQ EURI RSE ADSFNOERCEE. SCS. AI TREYM FSONRo .T3H, EN Uo .S5E, NOoF. P6 RAINVDA TNEo . 7 ) . 23 . . FAMOLE LSC TCHEOARNN I CAC DRA AEL PTJ TEOETI RNHSTR MAU PSA PTY UBBRLETO EUCNSKEASDN SCI HNE ASPL LWL A BHC EEE RCOEAF SA ATL N-L I OCN WH- POEL RDA CCB EOY AUTNPHDLEI NSOGHWAS NL TLEORB CE OONF N TE HC ET T O 5 4 . DC V A A L - OL IM B L LN I EO0 MN N . E A P 1 S . C I O I N F O T L I S T I N Y O T S S E N I H N T I S N A HG L D F Y S LR IL , C E VO H A N A AMTE L V E C V E D E O E N T I S MN R C , I A A N P T C S HG IP E E E E I RM N S AE T W P N N O E I D T R C C . E A I O F P TI N C P O T A U A E T R C A I T O T C E N H WN S AI P . T N P O H C R I N T E O T H S T E O E S F CC H O T C A N L O M L C N E B R N C E E E H T C C A E T O N . I I V O C E N A R . L E JDO IWN TI T H 76 . CVA LEOLRN CI TF ORY ANSCNI TZE EOC RTA I NSODHN ASML ATL OT BE EER XI RAI SEL TQTI UNY I GPR EEMDPA RI TNI OOS RPS OTH TOA HLOOL RLBDEEE AMRL I ALN DGE EXMIOSANTTI AEN RGMI AOWLNASDT. AE YR OM RA I AN ST UT EO S D A Y . DO NOT SCALE 2 . OI SDTWEOMNREMPRRWHI OAARTSE TAROP GPCELONI EMEDMR FEA ONL RCP EEOMRR ME CNI TUT. ROORFWE CNN OET RLN YSSTHHROAULL CDL TSSI OUT HBN ME. CI CTOOTNNHTSERT ANRCOUTi COT TORI O N SST HHH EOA LWSL TNBOEOR NRM ETWSH APE OT PENLRSA I NPB OLSELHL FEUOET RTI OSANOL LPR RI NAESSVTREANEL QTL I UAO TI NRI OEPNDL AABNNY DET LHMEEOM SNE PI NTETONSRC I AENSRG O F ECNOVUINRTOYNSMOEINLTAANLDMWANATAEGREMOERNTTH. E INDIANA DEPARTMENT OF 00 f"' +"" < " ( UUI (/JJ ) f- z Cl) UJ 00 Z · - ...J fz 0I f < - ( O0UJ z :a; -...J WATER MAIN PLAN SHEET • ,.... REVISIONS 8/1/25 � -; ' V ,J ·a -�gN -" R, � o r � o , BID SET C> 202., Midwestern Engineers. Inc. 802 We,;1 Bro�dw;iy Strec1 P.O. Ilox 2'J5 Loogook'C. lndi,ma 47553 DAT£ AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. a.c. CHECK E.K.P. PROJECT NUMBER 2024080-00 4 4 OF I FlLE NUMBER . 45150 13 I Do Not Use Plan Previews for Take Off

00 w z 0 0 z , " z , " 0 � z �� - tt z � )3 N� = - ' Q ---- i'l 8 0 . = \j) ���o "' ---- "'� > .o ,,... -� •w " :.i ==� " £" <!: !; •c <' " Q >0 l,l 00 ��. 00u< >Y 5N s� ,a <c 0 o wl +w / 'St I "' CJ) <{ :a I-0 CJ) a:: Zw "­ o ...J I ZF 0I- 00 <{ w :a z...J t l TAWP POR(O2 )XPI MRAI VTAETLEOSCEARTVI OI CNESLHI NOEWSNNFOOTRL ROECFAETREEDN C E O N L Y . OPEN CUT CROSSING OF SERVICE LINES SHALL BE RETIRED IN PLACE UPON � DRIVE WITH FULL DEPTH COMPLETION OF SERVICE CONNECTIONS AT STA 45+65 GRANULAR BACKFILL AND \ AND STA. 46+70 TO THE NEW 12" WATER MAIN. STONE RESURFACING '- f / \ S.N. 10 1 �/ �� CONTRACTOR TO COORDINATE WITH \. / ,--- ' \ - \ ' ( - ' ' ' ' ' \ ' ' \ '- '• - '- ' ' - E.C. 2 - N:1056119.570' _...- E: 3001408.635" J 1 / ' � � - ',--E�A -EM�E �T U-Mj �TS �L ./- - -1- - - - - - / ,,_,,,, I 1 1 ; ., / I .. 056083.765' I ! ; I ,.- J E: 3001444.440' \ � E.G. 4 I ) I / I / ,.,,,. J \ > \ KERN. J 1 \ , / \I Rt\YMOND L \ \ / / OPE. N CUT CROSSING OF DRIVE WITH FULL i & �YLVtA!M \ \ ! '-.... __. J DEPTH GRANULAR BACKFILL ANO STONE � 74-0f-25-100- � I ' '- - - - } RESURFACING STA. 50+40 TO STA. 50+55 ' PRICE, DAVIO E LLC - I-./r! ""�EST RETAINED BY DAVID E PRICE) , �v '- 74-02-26-100-008 000-003 1 STA.37+60 TO STA. 37+75 \ I / '- / ( "fl. KERt)l, RAYMOND L &SYLVTA M 0 / PROPERTY OWNER PRIOR TO INSTALL , .,- / r �'l- '6 KERN, ( 7'4-02-25-100-004.000-001 / I I /, oo,; ooo-po1 I' / I - .,. 1 IQ I I I, �- I I I q ' I I I I »ojl;E \ \. I I f / / , RAYMOND L \ & SYLVIA M \ \ cuLnvA1EtHlELO / ( ;:-✓-;v\\, 74-02-25-100- \ "-, ; \ \ \-' \ ' fijl,,KERSON, ---cJ , 004 000-001 --� , / \ \ l-- - - -. - ��l'HQN &ALYSSA 3 '\ \. -...__ _.-, \ >' - v �5- 00-004 ",1!1-001 '- [' -=· ---'oJJ... n -- -----'- --'--- - •----------�,,� -------�-----�----------- ..!. ---- /2 A' OPEN CUT CROSSING OF DRIVE WITH FULL KERN, RAYMpND1l & �YLVIJl.. M KERN, KEITH A &:ti.MA� DEPTH GRANULAR BACKFILL AND STONE \74-02�24100-0i:31.000-001\ 74-02-25-1og:::o66-�Q-'l-001 RESURFACING STA. 48+00 TO STA. 48+15 1,:o I \ \0\ \ \ I !It _,., / ' / / \ I I I I I \ \ I I\ I \ \ \ / ,., ,.. / �[ / " \ I I \ / )"60CS / / / / '-- ��-- I \ \ \ \ \. ---525__ � 1 , ' '� I \ ---�-�--� � \ � �--'_,_____ -� ALL MAINS AS SHOWN ON THIS SHEET TO BE 12" PVC C-900 DR-18 CLASS PIPE WITH TRACER WIRE AT A MINIMUM DEPTH OF 42" UNLESS OTHERWISE NOTED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF ALL UTILITIES VIA POTHOLING PRIOR TO INSTALLING MAIN NO ADDITIONAL PAYMENT SHALL BE MADE FOR ADDITIONAL LOCATING FOR PRIVATE SERVICE LINES OR FOR REPAIR IN THE EVENT OF DAMAGE CAUSED BY THE CONTRACTOR S.N. 5 S.N. 5 STONE • J_ MATCH LINE STA 38+00 LINE CONT'D THIS SHEET [l-1 0 SN. 9 V) r-- z • IDNRS-T1 A8 LWL A1T2 E" RP VMCACI N- 9 0 0 I OWPI TEHN TCRUATC PE LRA WC EI RMEE BNYT i ! MATCH LINE STA 37+00 LINE CONT'D THIS SHEET ! I I ' I • I I I I I I I I I ( I \ II l s0N: 2 112')J �· / STONE l \ \ S.N. 3 S.N. 2 (12") N VIEW STA. 37+00 TO 38+00 DETAIL SCALE: 1" = 20' INSTALL 50 LF. OF 2" HOPE SDR-9 CTS-SIZE SERVICE LINE BY UNCASED DIRECTIONAL BORE PC EOTN FT ER NA CC ET O. CROTNOT RA AV CO TI DO UR NTDOECROG OR RO DU INNDA TEEL EWCI TT HR I C PROPERTY OWNER FOR LOCATION DOG R R P I E A V N N E U C W L U A IT T R H C B F R A U O C L S K L S F D I I N L E L G P A T O NH F D STONE RESURFACING STA. 37+60 TO STA.37+75 TWO (2) PRIVATE SERVICE LINES NOT LOCATED. SA EP RP RV IOCXEI ML IANTEES LSOHCAALTL I OB EN RS EH TOI WR ENDFIONRP RL AECF EE RUEPNOCNE O N L Y . CA NO DM PSLTEAT. I4O6N+ 7O0 FT SOETRHVEI CNEE CWO1N2N" EWCATTI OE NR SMAATI NS. T A . 4 5 + 6 5 S.N. 1 S.N 2 S.N 3 SN 4 SN.5 S.N. 6 S.N. 7 S.N.8 S.N. 9 SN 10 SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE INSTALL NEW GATE VALVE (SIZE) INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN EXISTING WATER AND METER PIT TO BE REMAIN IN PLACE EXISTING CUSTOMER SERVICE LINE TO BE CUT, CAPPED, AND RETIRED IN PLACE FROM NEW CONNECTION POINT TO EXISTING WATER MAIN. NEW 1" HOPE SDR-9 CTS-SIZE SERVICE LINE TO BE INSTALLED FROM NEW WATER MAIN AND CONNECTED TO EXISTING CUSTOMER SERVICE LINE. OWNER SHALL PROVIDE CORP. STOP, SERVICE LINE, AND TAPPING SADDLE, FOR INSTALLATION BY CONTRACTOR INSTALL NEW 1" HOPE SDR-9 CTS-SIZE SERVICE LINE AND ¾"x3/4" SERVICE METER AND RECONNECT TO EXISTING CUSTOMER SERVICE LINE (IF APPLICABLE). OWNER SHALL PROVIDE CORP STOP, SERVICE LINE, TAPPING SADDLE, COPPER SETTER, METER PIT, METER LID, AND METER FOR INSTALLATION BY CONTRACTOR REMOVE EXISTING GATE VALVE AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL REMOVE EXISTING FIRE HYDRANT OR FLUSH HYDRANT ASSEMBLY AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL REMOVE EXISTING METER AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SIDE OF MAIN EROSION CONTROL NOTES E.C. 1 EROSION CONTROL BLANKET E.C. 2 SILT FENCE E.C. 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD E.C. 4 INLET PROTECTION STRAW BALE E.C. 5 PORTABLE CONSTRUCTION DUMPSTER E.C 6 TEMPORARY CONCRETE WASHOUT BASIN E.C. 7 PORTABLE TOILET GENERAL NOTE· 1. LOCATION SHOWN ON PLANS FOR REFERENCE ONLY. FINAL LOCATION SHALL BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. IT PS RH OA LPLE BR ET YT HOEWCNOE NR ST RAASC NT OE CRE' SS RS AE RS PY OFNOSRI BTI HL IET YU ST EO ON FE GP OR TI Vl AATTEE W I T H PROPERTY (REQUIRED FOR E.C. ITEMS No. 3, No. 5, No. 6 AND No. 7). 2 OWNER HAS APPLIED FOR OR CURRENTLY HOLDS THE CONSTRUCTION ISDTEOMR PMRWI OA RT ETRO GCEONME MR EA NL CP EE MR EMNI TT. OO FW NC EO RN SSTHRAUL CL TSI OU BN M CI TOTNHTER AN COT! OT OR SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND MONITORING OF THE STORM WATER POLLUTION PREVENTION PLAN ELEMENTS AS SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE SPENCER COUNTY SOIL AND WATER OR THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. WATER MAIN PLAN SHEET • u C: - - , �i o <, ;: � ;'. REVISIONS 8/1/25 ao, ;; BID SET C) lD� !1-falwes1�m Engint.:rs. Inc. 802 IV�sl Broadway Sirccl P.O. Bo.x 295 Loogoo1e.,. Jndiana 47553 OAIT AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. Q.C. CHECK E.K.P. PROJECT NUMBER 2024080-00 5 5 OF 13 Fll£ NUMBER I 45149 Do Not Use Plan Previews for Take Off

I \ I I --..._ ......_ -.... ...__ � _... _.... / .,,-- / 7 f 7 / 7 / / \ 1"11--Ti------------------------------------"''°",-,--------\c-\_____ "- ........ / / / '\ / / / / \ '"', /// ////✓/ /�� / // / _,,,/"';;/-, \ -�-- "'\ \ '-.....___ _.../ / / / � / V \ __.-�---- ......_ -...._ \ ) _....,,,,,. / / / / _,,,- l __, --- '-- \ \ J. r . ---------- / / / / 1i';. ,,,- c/ \ - "-, \ ) / '- / / / / • ( I \ \ � _,.,-_.-- ' TITZER, SAMUEL ', / / / vi'""' \i'-, _ -____ ' / ., _,,.,,,o- -___ ____ \ \\ /\ // - / - ', \ \ \ (I �// ' --- .,, ✓- \ \ \ \ // J I I .,/' ________ _,,.,, / / \ I \ I . r- ; ; '\ ; / \ / I / HAEFLING, BEN--& LESL)E 8 " /'\ 1,-- - -OOWELLBERNJ<i<D E JR 0 0 / / / ----------- \0 I \ \ I I ;:,":! 74-02-25-200..003.013-µ03 it r_ Iv •• 74-02-25-200-003 002-003 � . . .---. '"'\ � , ,,, , --KERN RAYMoND L& sYLv1A'� 9 0 1 , \\ 11 1c1 , 1 1 ,,/ .,.,.,✓ 11 co (, , -- - \ \ � 1 / _ _.-• 10 1•-02-25-200 -001.ooo-0 01 \ � 1 1 1 scAL""E'":"'1-e',,-=..,1""o--=o"· // /J / �/ I OPEN CUT CROSSING OF DRIVE WITH FULL / / / --- \ \ I I 'I ' , ' r;;-c;::;cc--;--:-c::c,-;;--;---;c,;,;;:= -- -. . . . , \ I " POINT OF CONNECTION NOTES: 1. P V TA R H E L R E O L T P U T I O C E S S E E A E S L O D F A F I W N T AD T A D I T N 9D E 0 G IT R D S I O M E A N G A S A R I N N L E S E VE . C E V F ER E I S T T R T S I T C I A N I A C R G L A Y S L F N T IT E O O T L I E B A N V E D G A DS I T N I T I AS O I S T O N A N N T L A E O L C L E B E P D E S A L S Y G E A M V A R E I E N Y L N E . TWD SI WTH HAI T LEHLX AIBSDETDI MNI TAGI DO AENNAFOLO R 23 .. MFA OLE LSC TCHEOARNN I ACC DRAAEL PTJTEOE TI RNHSTR MAU PSA PTY UBBRLETOEUCNSKAESND SCI HNE ASPLLWLAHBC EEE RCOEAF SA ALT NL- I CON HW- POEL RDA CCBEOY AUTNPHDLEI NSOGHWSA NLTLEORB C . E OONF N TEHCET T O 5 4 . . A D C V AI L L - O MB L LN I E OM DN N . AE P I S . I C OI N F O T L I S T N I Y O T S S E N I H NT I S N A H G L D F Y S L I R L , C E HO V AN A AM T L E V E C V E E D E O N T I S MN R C , I A A P N T C S H I G P E E E E I MR N S A ET W P N N O E I D R T C C . E A I O F P TN IC P O T A U A E T R C A I T O T C E N H WN S AI P . T N O P H C R I N T E O T H S T E O E S F C C H T O C A L NO M L C N E B R N C E E E H T C C A E T N O . I I V O C E N A R . LEJDO IWN ITT H 76 .. CAV OLE LRN I CTF ROY ANSCNI ZTE EOC RAT I NSODHN AMS LATL TOBE EER XI RAI SEL TQTI UNY I GPR EEMDPA RI TNI OOS RPSOTH TOAHLOOL RLBDEEEAMRL I ALNDEGEX MIOSANTT I AEN RGMI AOWLNASDT. AE YR OM RA I AN ST UT EO S D A Y . 3"x2" REDUCER 2" SLEEVE HBEALRLNREESSSTERSARINETQ'D FOR / / I ,,.- � ./bo / DEPTH GRANULAR BACKFILL AND STONE r::--:c-::-i \ INSTALL A 45 ° D.I. FITTING _.-- -- \ \ / ,,- , / // " / --/ ,,1 / RESURFACI NG STA 31'85 T � :"_3_2+00 'r-n; L.:c:..C.:::J \ ��_;_;,_og_�_�:_i _:�_ ;_g _ • ___.,, -- CUlTTVATCOFl!'W r� :c N -=� T =- o':c 5 � --;�---, 4 � :--4-:: 4 5,," 0 0 -=� --:_1"" . F :; 1n=1:--:NG::-, r=::-':-====-='--:oo==-=''==::'o=· ·'-cccc----71roo /1 PRE-CAST CONCRETE THRUST BLOCK PT VOVION TJ OOIFN TCSO ON NU TE CFTRI OO MN "" "0 + '' ' (Iww, j " _ J ' _ $2 (jJ 0 w/f r. ? . ; . ; J F0 z : < , o ; _ ( ; _ o w0 z...J I I I I I I , INST ALL 12" PVC C 900 DR 18 WAT ER INSTALL A goo D.I. FITTING -- - � ., - \ / / __ A'?,o- E.G. 3, E.G. 5, E: 2999 541 . 010' INSTALL 12" BLOW OFF ASSEMBLY WITH A 12" - - N: 1056091.680' S N 6 / EXISTING FENCE GATE / ,1 MAIN BY OPEN CUT PLACEMENT E: 3000174 _ 690 , • • / l \ / / E.G. 6, E_C 7 BUTTERFLY VALVE. CONTRACTOR TO COORDINATE ./ / \ LOCATION WITH THE UTILITY AND PROPERTY OWNER N0 z , / ,r /IL.: r\ '-_::;:-,,d- 7 ---., � - 455- - - _, , . E.G. 2 ! , \\ \ I N N _ S 1 T O A 56 Ll 1 0A2 4.851'5�-L FITTING / -fl - - [I[] r:c;'.:;:'.:-:-:---,---'=:::--;-::::=:-:::-\ DURING CONSTRUCTION , - -i 1 37' 1 , INSTALLA4 5 Q D.I. FITTING �- --, EA'"""S"°E"M"'E"N"T-;-L"IM-'I T"' Sa----------,--,,' E: 2999734.985' / � - - _l, N: 1056101.660' \ z """ _ _ , ___ ., _ - �----�--J 1 11 - - � -- ----..J- � �\ E 29 1 995 01_ 950 • l'r'o· - - - 1 1 -- - - - - - -E_c- . 2 - - - - '1 1 .;, 1 1 1 1 g::iCL -- -------- ------ ' \,[j]j // / 1,,'I- / - ,,. l'-'U -- �,:- � �, _ ""- _ _ _ _ ""' _ - -;;;,; - -:;;;_ � -( I/; acoo 1 \ \le+.- : - I ff ' PER�E T UAL WAizR MAIN EASEM__ EfH �2 " / / / t G:i y -RtW RJW rw, RN, RN! L.._ l ,l \L. / r- -- --.._ • W ... - - • ---1_: ---- =�-•-BL I �= t RIW :7iHl-- M, O§Q: ---. -�" - - +--�� - -- <( I ''":_� � ��' �r�> -�� � -���r- ; = 5--� � � - r�_ ' �(, , �----• �1, / / 17)) / ;f'7":" f :°C7"} - /;��- :�•- ,,:;;, - '� � ! / / .,✓ --- --Ago-· ----- - ---- q, \. K _) ,-' I BLOG) sLoo \ / 1 I / � P / t, .,,.-- ,.-- ,,.- ROAD BORE No. 1 AT STA. 62+2 5 INSTALL 70 � INSTALL 50 L F OF 1.. HOPE SDR-9 fail: ,._,....., / / / / WATERWAY CROSSING No. 2 (LITTLE PIGEON CREEK)FROM / ( � � _.-- _, ,. - __, . -t,9�--- L.F. OF 12" RESTRAINED JOINT PVC C-900 \ ) CTS-SIZE SERVICE LINE BY sLJ _,-,;,L� / / / J I / STA. 73+50 TO STA. 74+70 INSTALL 120 L.F. OF 12" RESTRAINED ,. / I O ' \ V 1/ r • JOINT PVC C-900 DR-18 WATER MAIN BY UNCASED BORE WITH , O / / / DR-18 WATER MAIN BY UNCASED BORE WITH - / LU_ N_ C_A_ S_ ED_ _D_I_RE_ C_T _ I O_ T NA_ L_ _BO� R_ E_ __, /, 1 / // 1· ) TRACER WIRE. SEE SHEET 7 FOR PROFILE. / ,! \ W / ,,...- ,.,-, / _.-- TRACER WIRE SEE SHEET 7 FOR PROFILE. \ 1 I 1 - / "/ ( 1/ ~ / / .,/ ' / .,/' / ":,,, f:,/ __:_--:::_,--,,------;::::::::s===:::;:==;-' \ I ' - '• 1 I \ �_"_"_'.I / BLOG ___. / I I J �1-----,\--------i-.,./.--/ ,------ / -- , " I.,/' - -- z / _ _ INSTALL A 90Q FITTING S.N. 6 CAP SERVICE - / \ 1 ( __J OPEN CUT CROSSING OF DRIVE WITH FULL _.-- -- - - N: 1056119.570' . . .__ -.... \ \ LINE ±5' FROM NEW _, , , } I / j / I ! 1 \ \ f I / / ,..-"""\ / DEPTH GRANULAR BACKFILL AND STONE E: 3000176.635' -..._ \ \ \ METER PIT __,- / / ,,,_. 1 / I i&';ff / / / / / ,, .,,,,.,,/ RES�RFACINGSTA.56+00TOSTA. 56+15 .-- fil - PUND,--;LiAN. & WIL A .______ \ I \ 'i>l/ _.- // / / / 11 1,,,_://.,��E ��-�;:ib���$& o�;�O�l:M I ,,r; // / /" / / -- __, . __.,. / / / / / , , , 7 7-4-92-��-300-029.002-001_ ---.., J / ) I .--/ ___,. / 0t-.j j ( /�' "'\ \ / I ) $,11 / j / / - ' ' I I / /" Bt.01, - \ \ I I .d ' / WATERWAY CROSSING No. 1 (UNT. LITTLE PIGEON / / / "'- ' '- \ / \ r..If \ / / I / 1 \ :J.5' I / CREEK)FROM STA. 53+80 TO STA. 55+00 INSTALL / / �'), <;) \.-. \. - \.,, / i._ \ 1 \ � II // I/ \ / f { ; \ \ I j \ { / / f I/ 120 L.F. OF 12" RESTRAINED JOINT PVC C-900 .,,. / ✓ /o= / __,. --, '- \., '-., \ \ '- . . � \ f "-- \ / / \ \ \ ) f \ / / I / / / DR-18 WATER MAIN BY UNCASED BORE WITH ":!" / '- \. . "- \. \ \ \ KE�. KEVJ.N1.. \ I \ ', ..__ _,,.,, / / j / / / / TRACER WIRE. SEE SHEET 7 FOR PROFILE. -- / / / / / '\ '\ "--'-. ' -- \ \ \. -....._ ""\ \ \ \., \._ \ M --02f4-300;0.Z8.001-0� / ---. G \ \ '\ \ ' \ _,.. . . __ / / / / / / / / g. \ f f ') / / . , .- I / \,_ I... \. , "- \ � / / / � I \. , \ / / / / Cuum,fF.OFIELD / / W I I I I I I I I I I I I / I / I I I SPECIAL NOTES EROSION CONTROL NOTES ! I / 1/ / / I S.N. 1 EXISTING WATER MAIN TO REMAIN IN PLACE E.C 1 EROSION CONTROL BLANKET \ \ /) I \ \ I I I \ i / ;; I ) I / I S.N 2 INSTALL NEW GATE VALVE(SIZE) EC.2 SILT FENCE / / I I / / / / / / / / / / S.N. 3 INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE E.G. 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD I / / / / / / / / / / / .__;__L � EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS r- E - .C - _ - 4 --+-I N _ l _ E _ T _ P _ R _ O _ T_ E _ C _T _ I O _ N _ S _ T _ R _ A _ W _ BA _ L _ E_____________, •----'-"---'(-----'--'-"/, ----�--/.____ ..__\,,.__,._ \ __\-� S.N. 4 PUT JNTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN E.G. 5 PORTABLE CONSTRUCTION DUMPSTER EXISTING WATER AND METER PIT TO BE REMAIN IN PLACE. EXISTING CUSTOMER SERV!CE LINE TO BE CUT, E.G. 6 TEMPORARY CONCRETE WASHOUT BASIN CAPPED, AND RETIRED IN PLACE FROM NEW CONNECTION POINT TO EXISTING WATER MAIN NEW 1" HOPE S.N 5 SDR-9 CTS-SIZE SERVICE LINE TO BE INSTALLED FROM NEW WATER MAIN AND CONNECTED TO EXISTING E.G. 7 PORTABLE TOILET I / I S.N. 6 IICNNUSSSTT TAAOLL LLMAENTREI OWSNE1 RB" YHV IOCCPOEENL TSI NRDEAR C- O9TWOC TNRSE-RS I SZ HE ASLEL RPVRI COEV ILDI NE EC AONRDP .¾S" Tx O' / 4 P" , SSEERRV VI CI CEE MLEI NT EE , RAANNDDT RA EP PC ION NGNSEACDT DTLOE , F O R ET AX IPSPTI INNGG SCAUDSDTLOEM, CE RO PSPEERRV ISCEET LTIENRE, (MI FEAT PE PRL PI CI TA, BML EE T) . EORWLNI DE, RA SN HD AML EL TPERROFVOI DRE I NC SOTRAPL LSATTOI OP N, SBEYRCV OI CNET LRI AN CE T, O R ., ,§> REMOVE EXISTING GATE VALVE AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B / ,,.- )' S . N. 7 BORROW BACKF!LL / f------+-----------------------------------------l, / / ��?: REMOVE EXISTING FIRE HYDRANT OR FLUSH HYDRANT ASSEMBLY AND APPURTENANCES TO 18" BELOW / / ,,.-/ / S.N. 8 GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL / / -./ ,r-----+------- --- --- - ------------------------j / / . , 1 REMOVE EXISTING METER AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B / f I S.N. g BORROW BACKFILL \ / / ____ ,f-----+-----------------------------------------,\ / / ., SN. 10 CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SIDE OF MAIN \ / _495�,�ro1�.-=:-r-7e,-------;,r,---�=:---:::c--�=----..,-,-.T-s,--.--,,..,,..--,-....-e--,-----� / I I -/ . , .,,� �/ ~ 1" ,JP- I ( ., , , , ' ,;-------- '" ) J / / / ,-- -- - ✓ /I I ef II // I/ (/ / I I / I \ I ' '- ' ( 11 ! ·• \} / ( \ FISCHER, SALLY �l - \ \ "- - .. . . 1.4.��-26-100-0�1 '...__ \ \. ,___ -------- -- ---455- ' ALL MAINS AS SHOWN ON THIS SHEET TO BE 12" PVC C-900 DR-18 CLASS PIPE WITH TRACER WIRE AT A MINIMUM DEPTH OF 42" UNLESS OTHERWISE NOTED. 32""x2S"LREEEDVUE CER 2" EXISTING FLUSH HYDRANT P6( S5I PE' OEE FBS Y3H " EUPENVTCC7A SSF DEORDR- 2BP1OR RROEEF SI ULT ENR)DA EI NRE CD . RJ O. NI N 7T 0 � 63"' x" G3 "ARTEEDVUACLEVRE 6" ANCHOR COUPLING 12" PVC C-900 DR-18 - ----r HBT EWA LROLN JREOES I SSN TET RSS AROI NEU TQT ' D-F RF O-O MR ­ POINT OF CONNECTION H3A - YSWDS AER YMA NFB I TLR YE �---- EXISTING 2" PVC 6"SGOART-2E1 WATER MAIN VC6A" OLAUVNEPCL HI NOGR SER 1 V I E2A"SLGV1AE1 T0 E0 M E G A L U G 1 C A 2" O N x CU 12 HP" L O x I 6 RN " G PT HO RUDUR. I SE TDT EBCELOONCCKR E T E OF PIPE± 20' SERIES 1100 MEGALUG PT HO RU UR SE TD BCLOONCCKR E T E 12" PVC C-900 DR-18 WATER MAIN 1D2. I".xT1 E2 "Ex 6 " POINT OF CONNECTION DETAIL No. 3 DO NOT SCALE - SCALE: 1"= 100' 100 50 0 \ \ \ I PTT HER MRE - UPC SOA TRS ABT RL " OLY EC GK O " 1PC 2I OP" NEP TI WPREI AT CAH TNAOD RSAHTMOO. RJ C.T CAPPAI EP1 C2 E" DO. I F INSTALLED INTO THE BELL 100 WATER MAIN PLAN SHEET • REVISIONS 8/1/25 � -; a U a ·a - -B � � 0 :,: a N • ;. BID SET C 2025 Midwes1em Engineers. Inc. P80.O2 WBoesxt 2B9r5o.odw.oy St1,:e1 Loogootec. lndi:um 47553 A DA U T G E . 2025 DCES.WIGN.R. DJR.AAW. NJ . Q E . . C K . .P CH . ECK PROJECT NUMBER 2024080-00 6 6 OF 13 I_ FILE NUMBER 45148 I Do Not Use Plan Previews for Take Off

IEVE INSTALL VERTICAL 11.25° FHIOTTRIINZOGNATSARL EPOR'DIORTOTOACVHALVE 49 COUNTY ROAD 1800 N n_ 491 0-- ci 0 t EXISTING GRADE ' uj uj 48 '- 48 3.5' MIN. - - ,, 3.9' 5 5' 47 �' 4.5' 47 JI NO SI NTTA LPLV C7 0CL- .9F0. 0ODFR1-21"8 RWEAS TT ERRA I MN EA DI N WITH TRACER WIRE BY UNCASED BORE 46 '" '· 0+00 0+25 0+50 PROFILE OF ROAD BORE No. 1 HORIZONTAL & VERTICAL SCALE: 1 � = 10' 49 n_ 0 w 49 " COUNTY ROAD 1800 N 48 '" 48 EXISTING GRADE 47 3.5' MIN. 47 � 46 0+00 54 53c � EXISTING GRADE 53 52" 4.9' ' 520 51 51 · 0 00 ' '- 4.9' JI NOSI NTTA LPLV C7 0Cl-.9F0. 0ODF R1-21"8RWE AS TT ERRA I MN EADI N WITH TRACER WIRE BY UNCASED BORE 0+'25 0+50 PROFILE OF ROAD BORE No. 2 HORIZONTAL & VERTICAL SCALE: 1n = 10' wuz w u w . er 0wro Nu er e'!. "' ro w u 0 z wz f- u. U) fX J w U) n_ 0 w - COUNTY ROAD 700 E ' ". 3.5' JO IT N I R N S A T T � A P E L V R L C 6 W S 5I DR L R . E F - . 2 B O 1 Y F W U 3 A N " T C R E A E R S S E M T D R A A I B N I O N W R E I D E T H 0+25 n_-- 0-uj- ' N u uj -w u -wz u. fJ U) 3.5' 0+50 PROFILE OF ROAD BORE No. 3 HORIZONTAL & VERTICAL SCALE: 1" = 10' - � 95 ' 90 ' 85 ' 80 ' -3.5' MIN.: :_., 75 70 65 0+75 STA. 65+25 O.,=w Q_U ' z W-w� 0 z U) 3.7' - 95 90 ' 85 ' 80 3.5" MIN.: 1-, 75 70 ' 65 O• 5 STA. 76+40 40 35 30 • / 3.0' "25 � 20 ' ' ' .15 ' ' 10 0• 5 STA. 84+80 SCEOEN NS HE CE ET ITO 6N PDOEITNATI LONF o . 3 A3 6S" S. CU MO NE TDREAXCI ST TOIRN GS HPAI PLEL VC EORV IEFRY O F WITH POTHOLING PRIOR TO BORE_ I RNESQT ' AD LTL OV EA RC THI I CE AV EL FHI TOTRI NI ZGOSN TA AS L PRIOR TO POINT OF CONNECTION 48 EXISTING GRADE 48 ' ' ,. 47 - 3.5"MIN 5.7' 47 ' 46 46 ,. 45 0• 00 46 45 EXISTING GRADE � ' . 45 so- 3.5' MIN, . 7.4' 44 44 43 43 • 0 00 o u i ww wuz � fJ U) ,, 7.8' O• 5 ' UNT, OF LITTLE PIGEON CREEK ' - - ' - - 5.0' MIN. � � IJNOSI NT AT LPL V1C2 0C -L9. F0 .0 ODFR 112 8" RWEASTTERRA MI NAEI DN WITH TRACER WIRE BY UNCASED BORE 0+50 -7. ' 5 ' ' ii O• 5 N wwu u z w� fJ U) 54' � PROFILE OF WATERWAY CROSSING No. 1 '2 0• 5 N u uj w wuz � C J U) HORIZONTAL & VERTICAL SCALE: 1 � = 1 O' LITTLE PIGEON CREEK REGULATED DRAIN , 10.6' -- / 5.0' MIN. IJNOSI NT AT LPL V1C2 0C -L9. F0 .0 ODFR 1- 12 8" RWEASTTERRA MI NAEI DN WITH TRACER WIRE BY UNCASED BORE 0+50 11.2' Nu ww wuzC � J U) !! ' 0• 5 1A2S" SBELMO BWL YO F F 90' � PROFILE OF WATERWAY CROSSING No. 2 HORIZONTAL & VERTICAL SCALE: 1" = 10' •- 85 80 75 3.5" MIN. 70 65 60 55 1+00 1+10 STA. 53+80 TO 55+00 REVISIONS 60 55 50 6.6' 3.5' MIN" 45 � � 40 35 30 1+00 1• 5 1• 0 8/1/25 STA. 73+50 TO 74+70 BID SET C 2025 Midwcs!Cm Engineer.;, lne. 802 Wes! Broadway Street P.O. Box 295 Loogootce. lndiana47553 OATE AUG, 2025 DESIGN C.W.R. DRAWN J.A.J, Q.C. CHECK E.K.P. PROJECT NUMBER 2024080-00 7 7 OF 13 BORE PROFILES I Fllf NUMBER I 45147 Do Not Use Plan Previews for Take Off

i 0 0 � • � • � w � • � • ,u•< )R�� < .......g� 0 v,I� g � '"' � � o--12� : �w " .. _1- • w ow < � a: c:' � � <• � c:i > 0 8\/ �- oo o< >Y -� 55 , . <• PRICE, DAVID E LLC (LIFE EST RETAINED BY DAVID 'E PRICE) 74-02-25-301-001.000-003 I I I I I I ' ' \ TEMPEL. ADAM L & NATALIE K "DITCH REGRADING ALIGNMENT' \ \ I I \ \ G\ O G7E4 L- 0, 2P- A2 5T-R2 I0C0K- 0 L0 3&. 0L0U1 C- 0I N0 3D A K ' -... '- I I I I I I I I I PIPE INV. 525.78' 20 I I \ I I I I I I 10 \ 0 I 20 EXISTING MAILBOX (, < \ \ '- °"' .I f'.l'i'I ---- RWM>- ,�-- 0.v ,,-------- =--=-· ,,.it' _:::=:..t-----" """"'e,,:-=="'=.....,-'."'."""c::::f-=..,t:c-:f-_..._..;·Oo-��� I I f \ o+so.o0 I I I I ' • I 0+2s.0J -005, I -. .. �.,, • I i 0+00.00 -­ I t I r, if I I ' ,--�---- I ' / / / I O _.. 0 0 o--� o o LO O LO ·---1•• -o- R /W- =N-- � + + :.. N PI NRDOI AT NE AC TP OE XWI SE TR I NU GT I LS I OT YU TPHOELRE N DURING CONSTRUCTION ' " ' 531 0 0 SM--�WN--- + N - I R/W RN/ SM PERMANENT WATER MAIN EASEMENT PROPOSED DITCH CENTERLINE - - / ---- P( SREOEPSOHSEEEDT 142 "F OP VRCDCE-T9A0 I0LDSR) - 1 8 W A T E R M A I N 53 0 •- 53 0 531 ____ .::.,,.,. ___________ _ - PRICE, DAVID E LLC (UFE EST RETAINED BY DAVID E PRICE) 74-02-25-100-008.000-003 81 •--·-- -g-,--•--·-g -�-' ·--·--·--·--·--·--·--·--•�-- ��---· a li) o k � fU\11 LC) fWJ --�- --- fWI _Q 17J'➔ /--- WW --- WM - -�, --- SW --+-- M, --- WW ----=-�: -• + .i .1; :;:II V ..., "TTII --- \ '- •, v"I I •0 " " lJ" PIPE INV. 526.42' DIATNEACTPOE XWI SETRI NUGT I LSI URING CONSTRUCT! IANSS TRAE LQL' D2 0F OT OR NI NS LREET VPERTOMTEENCTTRI OI PN R A P l I --,· - ' / RN.'-- 'l:!""""'""""'!"'"'!"'""'"""� �""""""""""""""'"""'-'"'"""""""""""'""""""'""""""��...........................� / � RA EP MP ROOV XE I MA LALT EB RSUTSAH. 1/ D8 E+ 2B0R TI SH ARCUCSUTMA U. 3L 4A+T0E0D- FCROONMT RTAHCETCOLRE SA HR AI NLGL CNLOE A" WR I EN NDTRI OR EW WI N IGD"TOH FOBFRTUHSEH P/ DEERBMRAI SN EWNI LTLEBAES E M E N T . SAELLEODWINEGDW. ITLHLEBEUSREEQOUFIARECDHIIPNPWEROOWDILELDBAERAELALSO.WED IF PERMITTED BY THE OWNER AND PROPERTY OWNER. ALL MAINS AS SHOWN ON THIS SHEET TO BE 12" PVC C-900 DR-18 CLASS PIPE WITH TRACER WIRE AT A MINIMUM DEPTH OF 42" UNLESS OTHERWISE NOTED. GRADE BREAK STA= 0+25.79 56 ( ELEV= 533515 55 55 � 54 . 54 53 53 52 -� 52 51 � � 51 sos-ff_ SEE _ SHEET 9 FOR CR�SS SECTIONS EVERY 25 FEET : 0+'0o 0+' 25 0+50 0+'75 1 D . IT A PC L R L H O I G N P R G O A S N D E O I D N T G 1E 2 S W " MOARIKN SISHAINLSLTBAELLDEODNAENODNILNYSAEFRTVEIRCETHE EXISTING 2" MAIN IS ABANDONED AND THE 32 .. PR RE OG VR IADDEEUENXI FI SOTRI NMGSDL IOT PCEH BTEOT PWREOEPNOSSTEADT IFOL NOSWAL SI N IEN DE LI CEAVTAETDI O. N S A S S H O W N . 54 .. SI NESETDA LALL LE RD OI SSTIUORNBCEODNATRREOALSBPLEARN KI NEDTOOTNSATLALNSDIADREDSSL. O P E S S T E E P E R T H A N 3 : 1 . 7 6 . . D CP I R O T O N C P T H R O S A S H C E A T D L O L FR L P O T R O WO L V VI E I N D R E EI F E P Y L O E A S V L IT A L I T V UI E O T N I D L S I R T A AY I N N LD OA GC G E A R T A W I D O IT E N H S S , N P WO R I T I S O H T R A S T N !D OD E I E N S X G L C O W A P V A E A T S T E I A R O N , N C D . O BNOSTTTROUMC WT EI DD TTHO T H E MATCHING THE PROPOSED SECTIONS. IESLTEAV:0:+53725..0000 1• 0 ,-ESLTEAV:1:5+3215.0560 � 1+'25 1+"so • STA:1+75 00 &' 1+75 2+00 [ESLTEAV:2:5+3205.7040 2+25 DITCH REGRADING PROFILE HORIZONTAL & VERTICAL SCALE: 1" = 1 O' 2+50 IESLTEAV:2:+57350:0304 [ESLTEAV:3:+52295..0903 /E S L T E A V ·3 : + 5 7 2 5 9 0 52 0 iESLTEAV:4:+52259.0101 ,-ESLTEAV:4:5+2785.7000 GRADE BREAK STA= 5+10.56 r ELEV= 526.446 � 60 2+'75 S SS . . . N N N . . . 2 3 1 S.N. 4 S.N.5 S.N 6 S.N 7 SN 8 S.N. 9 S.N. 10 � � 55 £ EXISTING GRADE PROPOSED GRADE 3+00 3+'25 3+50 3+'75 4+00 ,. 5 4+50 � 50 45 .40 ·35 30 EXISTING 12" �25 . CULVERT INV. 526.42' - 4+75 5+00 20 15 10 .05 ·oo 5+20 OREVPELRAECXECMAEVNATTIWONITAHN1D8" OF RI NELVEET NPTRMOETNETC RT II PORNA( 2P 0FTOORN S ) DITCH REGRADING ALIGNMENT STA. 0+50 TO 5+13 SPECIAL NOTES EROSION CONTROL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE E.G. 1 EROSION CONTROL BLANKET INSTALL NEW GATE VALVE (SIZE) E.C. 2 SILT FENCE INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE E.C 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS E.C. 4 INLET PROTECTION STRAW BALE PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN E.C. 5 PORTABLE CONSTRUCTION DUMPSTER EXISTING WATER AND METER PIT TO BE REMAIN IN PLACE. EXISTING CUSTOMER SERVICE LINE TO BE CUT. E.C. 6 TEMPORARY CONCRETE WASHOUT BASIN CS DA PR P- 9E CD T. SA -NSDI ZRE ESTEI RREV DI C IEN LPI NL AE CTEOFBREO IMN SNTEAWL LCEOD NFNREOCMT I NOENWP OWI ANTT ETRO MEAXI INS TAI NN DG CWOANTNE ERCMT AE IDN T NOEEWX I1S" THI NOGP E E.C. 7 PORTABLE TO/LET CUSTOMER SERVICE LINE. OWNER SHALL PROVIDE CORP STOP, SERVICE LINE, AND TAPPING SADDLE. FOR GENERAL NOTE· IINNSSTTAALLLLANTEIOWN1B" YHOCPOENTSRDARC-9TCOTRS-SIZE SERVICE LINE AND ¾"x3/4" SERVICE METER AND RECONNECT TO 1 . LSOH CAAL LT IBOEN DSEHTOEWR NM ION NE DP LBAY NCSOFNOTRR ARCETFOE RR .E LNOCCEAOT NI OLNY .SFHI NAAL LL BL OE C A T I O N EXISTING CUSTOMER SERVICE LINE (IF APPLICABLE). OWNER SHALL PROVIDE CORP. STOP, SERVICE LINE, APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. IT TAPPING SADDLE, COPPER SETTER, METER PIT, METER LID, AND METER FOR INSTALLATION BY CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH BROEMRROOVEWEBXAICSTKIFNILGLGATE VALVE AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B PP RR OO PP EE RR TT YY (ORWE QN EURI RSEADSFNOERCEE.SCS. AI TREYM FSONRo .T3H, EN oU. S5E, NOoF. P6 RAI NV AD TNEo . 7 ) REMOVE EXISTING FIRE HYDRANT OR FLUSH HYDRANT ASSEMBLY AND APPURTENANCES TO 18" BELOW 2 . SOTWONREMRWHAATSEAR PGPEL NI EEDR FAOL RP EORRMCI TU. RORWE NN ET LRYS HHOA LL DL SS UT HB ME ICT OTNHSETNROUi CTTOI O N GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL IDEM PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR REMOVE EXISTING METER AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND MONITORING OF BORROW BACKFILL ST HH EO WS TNOOR NM TWH AE TPELRA NP OSLHLEUETTI OS NO PRRAESV ER NE TQI UOI NR EPDL ABNY ET LHEEMSEPNETNSCAESR CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SIDE OF MAIN ECNOVUINRTOYNMSOEINLTAANLDMWANAATEGREMOERNTTH. E INDJANA DEPARTMENT OF DITCH PLAN AND PROFILE REVISIONS 811125 BID SET I C 2025 Midweoh:m Engine-en,. Inc. 802 West Broadwav '.im,et P.O. Bo� 295 Loogootee. Indiana 47.5'i3 DATE AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. a.c. CHECK E.K.P. PROJECT NUMBER 2024080-00 8 8 OF 13 FlLE NUMBER 45146 I Do Not Use Plan Previews for Take Off

� w w z 0 " z u 0 " w �, w' 0 •u z ��� o< �t/)1 �o Cl ........ �9 Q Vll � 8 "' � ' <Ji� 1 .0 - a- �z .. -� � l,l;j .Q _j < " "" < <• - Cl > o "' 8\/ :I! .- 8� ::'!;(,; - N�� <c 540 535 530 525 -20 540 535 530 525 -20 540 535 530 525 -20 540 535 530 525 -20 540 535 530 525 -20 545 540 535 530 -20 EX. 2" 1+25 I I I I I I I I I I I EXISTING GRADE ' ' ' WATER MAIN -10 0 1+00 ' ' ' EXISTING GRADE ' -10 0 0+75 EXISTING GRADE ' ' -10 0 0+50 ' ' ' EXISTING GRADE -10 0 0+25 EXISTING GRADE -10 0 0+00 EXISTING GRADE -10 0 PROPOSED GRADE 10 PROPOSED GRADE 10 PROPOSED GRADE ' 10 PROPOSED GRADE 10 10 10 � 540 535 530 525 20 540 535 530 525 20 540 535 530 525 20 540 535 530 525 20 540 535 530 525 20 545 540 535 530 20 2+75 540 540 EXISTING GRADE 535 530 525 -20 540 535 EX. 2"WATER MAIN -10 530 EX. 2"WATER MAIN I I I I I I I 525 -20 540 I I I I ' -10 ' 0 2+50 I I I I I I I I I I I EXISTING GRADE - 0 2+25 - 535 ' PROPOSED GRADE b 525 10 20 540 535 PROPOSED GRADE " 530 10 525 20 540 I I I I I I I I I I I EXISTING GRADE 535 530 525 -20 540 535 EX. 2" WATER MAIN ' ' -10 0 2+00 ' ' ' I I I I I I I I I I I EXISTING GRADE ' ' 530 r EX. 2"WATER MAIN 525 -20 540 535 530 525 -20 540 535 530 525 -20 ' -10 0 1+75 ' EXISTING GRADE EX. 2" WATER MAIN 1 I I I I I I I I I I ' ' ' ' -10 0 1+50 I I I ' I I I I I I EXISTING GRADE � EX. 2"WATER MAIN ' ' ' ' -10 0 - 535 PROPOSED GRADE 530 10 i 525 20 540 535 PROPOSED GRADE -530 10 I ' 525 20 540 535 PROPOSED GRADE -530 10 PROPOSED GRADE 10 - 525 20 540 535 530 525 20 535 530 525 520 -20 540 535 530 525 -20 540 535 530 525 -20 540 4+25 ' ' I I I I I I EXISTING GRADE - EX. 2"WATER MAIN -10 0 4+00 ' ' ' ' I I I I I I I I I I I EXISTING GRADE - - EX. 2"WATER MAIN -10 0 3+75 EXISTING GRADE ' EX. 2"WATER MAIN I I • I I ' ' ' ' -10 0 3+50 ' ' ' PROPOSED GRADE 10 PROPOSED GRADE ' 10 PROPOSED GRADE 10 ' ' 535 530 525 520 20 540 535 530 525 20 540 535 530 525 20 540 EXISTING GRADE 535 530 EX. 2"WATER MAIN -, ' ' 525 -20 540 ' ' ' l l 1 I I -10 ' ' 0 3+25 ' ' ' ' EXISTING GRADE 535 530 r- EX. 2"WATER MAIN 525 -20 540 -10 0 3+00 ' ' 535 530 PROPOSED GRADE - ' ' ' 10 PROPOSED GRADE ' ' ' ' ' ' 10 525 20 540 535 530 525 20 540 EXISTING GRADE 535 530 525 -20 ' EX 2"WATER MAIN 1 ' ' -10 PROPOSED GRADE ' ' 0 10 535 530 525 20 535 530 525 520 -20 535 530 5+13 EXISTING GRADE � EX. 2"WATER MAIN ' ' -10 0 5+00 I I I I I I I I I I I I EXISTING GRADE 525 fEX. 2" WATER MAIN 520 -20 535 530 525 520 -20 540 535 530 525 -20 -10 0 4+75 EXISTING GRADE ' EX. 2"WATER MAIN. ' ' ' ' -10 0 4+50 EXISTING GRADE I ' EX. 2"WATER MAIN -10 0 10 ' 10 PROPOSED GRADE 10 PROPOSED GRADE 10 I I I I 535 530 525 520 20 535 530 525 520 20 535 530 525 520 20 540 535 530 525 20 OVEREXCAVATION AND REPLACEMENTWITH 18" OF REVENTMENT RIPRAP FOR INLET PROTECTION (20 TONS) OVEREXCAVAT\ON AND REPLACEMENTWITH 18" OF REVENTMENT RIPRAP FOR INLET PROTECTION (20 TONS) DITCH SECTIONS REVISIONS U,,.a:,t,J.(4,_-- 811125 BID SET 0 2025 Midwestern E11gi11ccrs. Inc. 802 West Broa<lway Street P.O. Boll 295 Loogoole<:. Jn<liana 4755� DATE AUG. 2025 DESIGN C.W.R DRAWN J.A.J. Q.C. CHECK E.K.P. PROJECT NUM8ER 2024080-00 9 9 OF 13 I Fll.£ NUMBER I 45145 Do Not Use Plan Previews for Take Off

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