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Midwestern Engineers, Inc. Plan Preview

g z w z w z "w i � "' >□ z 0 0 □ �I z 0� z z a , " 0 • w � !: z - DIVISION I - R SYSTE MAYOR BRIAN WYNDHAM CITY COUNCIL BRAD DEAL, MEMBER ANGIE MODESITT, MEMBER G. STEVEN BELL, MEMBER KAREN BOES, MEMBER SHANE LITZ, MEMBER CLERK-TREASURER KAREN McQUEEN UTILITIES SUPERVISOR DEE ELDER WATER TREATMENT SUPERINTENDENT SHAWNETTE SZEKELY ATTORNEY LOU BRITTON AND FINISH PROVE FOR THE • COUN ' INDIANA APRIL 2025 0 Judson O PARKE 59 usse v1 e MPoilrltland RS ta c�ceoco,nA r e a I " Morton 28 '' Brick I CFalilnlston Ch apel TER " Pitts I" Br 39 Mapl ,, 79 Maysville WNeinwcheste r 2 Da " 53 cs'I " Hadley Nort Springtown l • Mttnsfield Roller Mill FerrtJale , PROJECT LOCATION SneAeylyr ville walls stat11Hlst Site Mansfiel "' Staunton �oosiervill 42 " Pr airie 3 Chinooll 59 City State Fish & 0 WIidiife ,,,., Cory Saline City r I " enter oint Greencastle Poland I CVeanl tl ee Hazelwood 0--:;I -------- , aunt Bro ad Park 8 5 � s Meridian 59 Crown CeHnat el lr Belle Union ' 5 1 oVIIGl'l1 t \\ l \ - G'rl�I>- , J 4 Eminence ( - i;:--,---,:1,2/-�'�'-.1 .... Lewisville -----'--� 10 7 O Wallace Jct. , Quincy I ' I Cataract C-: 0w8'!-Putnam '£31) Devore Plano Wilbur Wakeland Martins MORGAN s�,� Ey11Jst ', Atkinsonville ,--<: J- --' f',.Carp Cuba ------ GENERAL LOCATION MAP NOTTO SCALE BID SET !i:\nJ"� !:i I\J !� .._ N 0'•--;================================================================:::;-;::==================================;-;========================t================,;:===::;aaijia;c====,;r====:::c=::=:==:==:,::::::::::::=:;::::,=======::=:===:==1r==========,1 l::i -.._ Col 0 :::N � � �,,,11111111,,,,, COPYRIGHT © 2025 Midwestern Engineers, Inc. 11-l -......, D st Quality Engineering Services Since 1959 .._�\.\.� \I I SU I, I � / / I/.; � '::i-j �� M.d E • I �74� 4/4/2025 ip'!'t.��...�\STE�;'".;% PROJECT NUMBER ! ! 11 �sos :.��� er% n!��'�'�,��: Bo<� c . PLANS CERTIFIED BY:_ RE _ O _ SlER _ ED �jf � / "', R "' K"' ,"'�"·,"',;, "- ;j.. "' L���IV�t�1 +-- 0F-IN-.,-,-,-------eD '-cA':IT===�- (�� �E�%o5: �:\ 2024090-00 _,. fil � Indianapolis, IN 46278 Loogootee, IN 47553 i, �O STATE OF .,� j .C. 1 Ph: 317•334---0262 Ph, 812-295-2800 QUALITY CONTROL -.. � � 1 Q � \Vcb,itc: midwc.stcrncng.com Fax, 812-295-2801 Email: mcinc@midwestcmcng.com REVIEWER: 4 4 2025 ��8: 11fDIA1'-.. ... � I � � Consultants Civil Mechanical Electrical DATE "+ , , , ,,SIONA\. 'f, �\.,1" FILE NUMBER ___ OF 43 J�L.:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!,.!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,,!;;;;;;;;;;;;;Q;Q;';ll;lll ;ff� v�•�4:;;20�2�5�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;4�4�6�9�8;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; ;;;;;;;;:.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:J Do Not Use Plan Previews for Take Off

0 � 0 X w 0 0 z < " 0 0 in z X w z • w � < " " 0 0 0 z in z w w z • " � < 0 0 "' z N 3' I I 2< <" � rv oW N ' 0 c::i ---- -o Q :;;--- 1 :;;g Noo, � ---- �N �o � :::;--.1 .� .. w 0 •• 2 tu � � 8 0: < � o> c::i �o !al .o :E Wz w-z o' o< ::;;g �N 0 .. co 5 CO <c N e<: u z ' PROPOSED 24" HDPE RAW WATER MAIN EXTENSION,.-----, SEGMENT "A" CITY OF BRAZIL WATER TREATMENT PLANT 0 /iHARMONYI AW WATER MAIN ACEMENT PROJECT CLAY COUNTY CC lOa yM CMoI Su nStIyOCNoEuRr tSh oOuFs eF I C E 6B0ra9zEil,. INNa4ti7o8n3a4l Ave. PH:812-448-9008 M PBR A A U Y R A L T N Y S I A H N L E D L F E E F R N N S D E , E R P R R ESIDENT D D I I S S T TR R I I C C T T 2 1 DISTRICT 3 INDIANA DEPARTMENT OF TRANSPORTATION 4C1R AWWEFSOTR3D0S0VNI LOLRE TDHI S T R I C T PCHR:AW1-8FO55R-D4S6V3-I6L8LE48, IN 47933 PH: 1-765-364-9226 5T6E9R3R EE HS OA UNTYEDSRU. B D I S T R I C T TERRE HAUTE, IN 47802 • .,j 0 0 � e<: z l • - ---- - PROPOSED 24" HDPE RAW • WATER MAIN EXTENSION,,-----. ' SEGMENT "B" EXISTING 24" HDPE ___,__,RAW WATER MAIN (COMPLETED 2023) .,..,. , .... = = -- = =�- - -••. G>· • � \ - G PROPOSED 24" HDPE RAW .r--i WATER MAIN EXTENSION • -��- w r ,t, ..... • ., ... -- . ' . m G ,.fl • 'I END PROJECT I •• PG. TITLE 4 R w Water - Plan and Profile - Line Segment A 5 R w Water - Plan and Profile - Line Segment A 6 R w Water - Plan and Profile - Line Segment A 7 R w Water - Plan and Profile - Line Segment A 8 9 i .., t PG. TITLE � ' � �A�� 8�ATER MAIN REPLACEMENT - SHEET INDEX R j w Water - Plan and Profile - Line Segment A R j w Water - Plan and Profile - Line Segment A 1o Raw Water - Plan and Profile - Line Segment A 11 R w Water - Plan and Profile - Line Segment A 12 R w Water - Plan and Profile - Line Segment B 13 R w Water - Plan and Profile - Line Segment B 14 R w Water - Plan and Profile - Line Segment B 15 R w Water - Plan and Profile - Line Segment B 16 R w Water - Plan and Profile - Line Segment B 17 Raw Water - Plan and Profile - Line Segment B 18 Raw Water - Plan and Profile - Line Segment B 19 Raw Water - Plan and Profile - Line Segment B 20 Raw Water - Plan and Profile - Line Segment B 21 Raw Water - Plan and Profile - Line Segment B 22 Raw Water - Plan and Profile - Line Segment B 23 Raw Water - Plan and Profile - Line Segment B 24 Raw Water - Plan and Profile - Line Segment B 25 Raw Water - Plan and Profile - Line Segment B 26 Raw Water - Plan and Profile - Line Segment B 27 Raw Water - Plan and Profile - Line Segment B 28 Raw Water - Plan and Profile - Line Segment B UTILITIES Electric: Duke Energy 3T0e1rreHHomaueteA,vIeN. 47803 PAht t n8: 1T2h-o5m6 2a-s1 9L u5 t1g r i n g Water: 2 BC 0 r i a t 3 y z i o E l, f . I B N Nr a a 4 t z i 7 o i 8 l n 3 U a 4 t l i lAi t vi ees. AP ht t n 8: 1S2h-a4w4 n8 -e1t t7e0 S0 z e k e l y Gas: 1C8e0n0t eWr p. o2i n6tt hE. nSetr.g y ( S o u t h ) MA tut nn :cJi eo ,n I NE a4s7t h3a0m2 Ph. 765-287-2119 Internet: FP rho. n8t i0e0r - C9 2o1m- 8m1u0n6i c a t i o n s Sewer: C2 0i t3y oEf. BNraatzi oi lnUatl i lAi t vi ees. BA rt at nz: i l ,D aI Nl l a4s7 8K3i n4g Ph· 812-443-2221 Know what's below. Call before you dig. SHEET LEGEND 1 -- EXISTING WATER MAIN AND SIZE EXISTING FLUSH HYDRANT EXISTING GATE VALVE EXISTING LEAK DETECTION DEVICE EXISTING BLOW-OFF VALVE EXISTING WATER METER AND SERVI E LINE ETOXISBTEINABGAWNADTOENREMDAININPSLHAOCEWN AS C�OSSHATCHED GAS MAIN - -HT-- HIGH TENSILE FENCE �,- WOVEN OR BARBED WIRE FENCE ---<---/- WROUGHT IRON OR CHAIN LINK FENCE ELECTRIC OR WOOD FENCE PROPOSED WATER MAIN AND SIZE = - -®- PROPOSED FIRE HYDRANT WITH GATE VALVE PROPOSED GATE VALVE e TREE /Ho/ HOUSE HI HOUSE TRAILER -- BURIED TELEPHONE CABLE f UTILITY POLE WITH GUY WIRE = DRAINAGE CULVERT RAW WATER DRAWING INDEX • REVISIONS 4/4/2025 BID SET C 2025 Midwe�!em Engim•(•rs. Inc. S02 West Broadway Strcr1 P.O. Box 295 Loog.ool<.-.:. lll<.liana47553 OATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J . Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 2 2 or 43 I Fllf NU.BER 44697 I Do Not Use Plan Previews for Take Off

HARMONY! • END OF EXISTING FINISHED WATER EXISTING 12" WATER MAIN l,ij 1� z C ,· -, '\"'l_. .. ... ___ ... t.-­ .,. .. �-.,. J Gr ' l,ij 0 V) O'l ii uI i PROPOSED FINISHED WATER MAIN EXTENSION • i .. .. BEGIN FINISHED WATER MAIN EXTENSION PROJECT ., , 'l "' • >-, 1c ' C: :, 0 ' :, 'O ' u u ' E � C: • u ' Cl.. ,, l,ij 0 � . ' '.i j::i ii Cl 0 ii u ' z - \ , r i r- z _.,,. ' • �- I END PROJECT I a::- -:c -· � • � �L� , � .�!:1. ED WATER MAIN EXTENSION - SHEET INDEX CLAY COUNTY COMMISSIONERS OFFICE: Clay County Courthouse 609 E National Ave. Brazil, IN 47834 PH 812-448-9008 BRYAN ALLENDER MARTY HEFFNER PAUL SINDERS, PRESIDENT DISTRICT 1 DISTRICT 2 DISTRICT 3 INDIANA DEPARTMENT OF TRANSPORTATION CRAWFORDSVILLE DISTRICT 41 WEST 300 NORTH CRAWFORDSVILLE, IN 47933 PH: 1-855-463-6848 PH: 1-765-364-9226 TERRE HAUTE SUB DISTRICT 5693 E SONY DR. TERRE HAUTE, IN 47802 UTILITIES Electric: Duke Energy 301 Home Ave. Terre Haute, IN 47803 Attn: Thomas Lutgring Ph. 812-562-1951 Water: City of Brazil Utilities 203 E. National Ave. Brazil, IN 47834 Attn: Shawnette Szekely Ph: 812--448-1700 Gas: Centerpoint Energy (South) 1800 W. 26th. St. Muncie, IN 47302 Attn:Jon Eastham Ph. 765-287-2119 Internet: Frontier Communications Ph 800-921-8106 Sewer: City of Brazil Utilities 203 E. National Ave. Brazil, IN 47834 Attn: Dallas King Ph: 812-443-2221 Know what's below. Call before you dig. SHEET LEGEND ---w· --+- 1 EXISTING WATER MAIN AND SIZE EXISTING FLUSH HYDRANT EXISTING GATE VALVE EXISTING LEAK DETECTION DEVICE EXISTING BLOW-OFF VALVE EXISTING WATER METER AND SERVI E LINE EXISTING WATER MAIN SHOWN AS C OSSHATCHED TO BE ABANDONED IN PLACE ., • • ---HT--- ---<---/- - t ·::� ,, -� ;? . - ' ,, ' ' ' . "-t-"' �:� ( "·t: r f I t SHEET INDEX PG. 29 30 31 32 33 34 35 36 37 38 39 TITLE Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C Finished Water - Plan and Profile - Line Segment C GAS MAIN e TREE HIGH TENSILE FENCE WOVEN OR BARBED WIRE FENCE WROUGHT IRON OR CHAIN LINK FENCE ELECTRIC DR WOOD FENCE PROPOSED WATER MAIN AND SIZE PROPOSED FIRE HYDRANT WITH GATE VALVE PROPOSED GATE VALVE � HOUSE H.J. HOUSE TRAILER ----- BURIED TELEPHONE CABLE ! UTILITY POLE WITH GUY WIRE :::::::::J DRAINAGE CULVERT " FINISHED WATER DRAWING INDEX I REVISIONS 4/4/2025 § '5 :.ii ·::: 0 '5 � " ,, - f, � ¼ • BID SET C 1025 M8 0i2c t wWce. ss1 te rBn r Eo andgwi naeye rSs 1. rlcn" t s' le . PL.oOo.gBoootxee2.9I5ndian;, 47553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J. Q.C. CHECK N.A.K. PROJECT NUf.!BER 2024090-00 3 3 OF 43 FILE NUMBER 44696 I Do Not Use Plan Previews for Take Off

0 < □ w □ 0 z <" □ z 0 z w c w z " w � s <" " □ z 0 0 " 0 ' 0 z w z " w c � s <" 0 <' CONTRACTOR RESPONSIBILITIES: 1.UTILITY NOTIFICATION AND COORDINATION BE �tORE BEGINNING WORK, THE CONTRACTOR SHALL CONTACT INDIANA 811 AND ALL APPLICABLE UTILITY COMPANIES TO REQUEST MARKING OF THE UNDERGROUND UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL ENSURE THAT UTI ITY MARKING IS DONE IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS, AND THAT ALL MARKINGS ARE CL:ARLY VISIBLE AND VERIFIED. 2. VTHEI[RIFCICOANTTIROANCTOOFRUITSILIRTEYSPLOOCNASTIBIOLENSFOR VERIFYING THE LOCATION AND DEPTH OF ALL UTILITIES IDENTIFIED BY THE TUHT[l�ITUYTILCITOYMPCAONMIEPSA.NIINESCFAOSRESFUWRHTEHREER UCTLILAITRYIFICLOACTIAOTNIO. NS ARE UNCLEAR, THE CONTRACTOR SHALL COORDINATE WITH 3. WSUHB�SNURTHFAECLEOCINAVTEIOSTNIGOAFTIOUNTILITIES CANNOT BE DETERMINED THROUGH STANDARD UTILITY MARKING PRACTICES OR IF Ts Hu [$ SAUCRCF UA RC AE CIYN VOEFS TTI GHAE T IMOANR KT EI NCGHSN I IQSU EUSN CAESR TNAEI NC,E STSHAER YC OTNOT RCAOCNTFOI RR MS HT AH LE L LPOECRAFTOI ORNM APNODT HDOELPI NT GH OORF OU TT HI LEI TRI E S . SPUOffHROOULINNDGINSGHASLTLRUBCETUDROENSE. IN A MANNER THAT MINIMIZES THE RISK OF DAMAGE TO THE UTILITIES AND 4. LTIHAEBILCIOTYNTARNADCTSOARFESTHYALL BEAR ALL RESPONSIBILITY FOR DAMAGE TO UTILITIES CAUSED BY FAILURE TO ADEQUATELY LOOSCHAAT ER EAGNUDL APT RI OONTSE CATN DU NODTEHR EGRR ORUENLDE V UA TNI TL I TSI EASF EPTRYI OSRT ATNOD ACRODNSS TSRHUACLTLI O NB .E FAOLLLL OSWAEFDE TTYO MEENASSUURREE ST HAES PORUOTTLEI NC ET DI O NI N OR EF I PWA OI RR KOERR SR EAPNLDA CTEH EA NPYU BDLAI CM ADGUERDI NUGT IUL ITTIILEI ST Y ALTO CNAOT IAODND IAT INODN AELX CCAOVSATT ITOON TAHCET I VOIWT INEESR. . T H E C O N T R A C T O R S H A L L GENERAL NOTES REGARDING UTILITIES: D STH O ES E U IR G J ( r, : T J E I S L T I . T HY H E O S L WE O E C L V A O E T C R I AO , T N T I S O H NE S SH A O H C WA C N V U ER O A B N C E Y E T HN A E N O D P B L T C AA O N IN M S E P DL A E R F T E R E ON B M E A S S S U E TD O I LF I O T NY T H T C E HO E I M N PF B A O E N R S Y M T A R A T E V IO C A N O IL RA C D B A S L N , E N S O I U N T R F VO B E R E Y M S GA , U T A I A O N R N D A N A O T T T E HE T D E H. R E T R T H E I E M L EEVOAFNT ACONYNT�iXACCATVOARTIIOSNREWSOPROKN. SIBLE FOR VERIFYING THE LOCATION, DEPTH, AND TYPE OF ALL UTILITIES PRIOR TO STARTING FIBER OPTIC UTILITY LOCATIONS: T TS E H E L R E E V O R IC O O E M U MT P E U R S N O IV C O I AD F T E I E R O X S N I S S T T O I PN RG C O O V F N I I DB F E E IR RR M S O U B P T E TI I F L C O IT RY C E O L N C O D O C U N A IT S T I T O S R N Y U S S C T T P E IO R M N I S O . R WT HE TO R E E C S O N TA ON R T T R TI I A N D C G E T N O AT R I N F Y IE IS D E X R B C E Y AS PV T O A H N T EI S O I R B N E L L E O E R V F AO D N R IR T ECCOTNI OT ANCATLI NDGR I LALLILN G . CTHOENFFINAL ALIGNMENT OF THE RAW WATER TRANSMISSION MAIN SHALL BE ADJUSTED AS NECESSARY TO AVOID ) 'CTS WITH FIBER OPTIC CONDUITS OR OTHER UTILITIES. CO<i)RDINATION WITH CITY WATER UTILITY: I 1 . TRHE �f / RCEOS ENNT RT AATCITVOE RS ST OH AAL LV OCI DO ODRI SDRI NUAPTTEI O AN LSL I NW OWRAKT EARC TSI VEIRTVI EI CS E WTI TOH CAUUSTTHOOMREIRZ SE .D CCOI TNYT AWCAT :T E R U T I L I T Y q�lHRAAZWINL EWTTAETESRZETKREELAYT, MWEANTTEPRLASNUTP,ERINTENDENT B?2R0A5ZILE, AISNT 4U7.8S3. 4HIGHWAY 40 ' �HONE: (812) 448-1700 2. PTHERq FCOORNMTINRGACATNOYR WSOHRAKLL TPHRAOTVIMDAEYTIHMEPACCITTY TWHAETEEXRISUTTINILGITYWAWTIETRH SAYSMTINEIMM.UM OF 72 HOURS ADVANCE NOTICE TO 3 . AC LOUN NWEOCRTKI O NI NSV, OSLHVAI NLGL CBOE NSNCEHCETDI OUNLSE DT OA NEDX I SATPI NP GR OWV EADT E BR Y MTAHI NES ,C I ITNYC LWUADTI NE GR BU UT ITL I TNYO TI N L IAMDI TVEADN CTEO. C U T T I N G - I N 4 . MT HAEI N TCAOINNT RCAOCNTTOI NRU OSUHSA LSL E ERNV ISCUER ET OT HUATTI L I TPYR OCPUESRT OVMAEL RV ISN. G V AA LNVDE SO TAHNEDR PNUEMC EPSI NSGA RFYA CPI LRIET CI EASU TAI ROEN ST OA RBEE I NO PPELRAACTEE DT OB Y 5. AT TH E U �E T P H O O O W R R N A IZ E R E R Y D W S U H I T L U L IL T IT DA Y OD WV R I N S E EP O R T F E H S T E E H N E C T OA R N T A T IV WR E AS WC A T O O T N R E L R Y O. TF R AA NL LSOMWI SASBI OL EN DMOAWI NN. T I TMHEES CWOHNETNR ACCUTTO-RI N S HC AO LNLN EPCLTAI ON N AS N RD E QE XU EI RCEU TAE 6. WT T OH O ER IN K C I T O A I NA C T T C R IN O A G R C D T A INO N GR Y L Y S W HO T A O R L K L M H O IN A N IMV E TIZ H E A E L S E E R X R E IS V Q T IC U IN E IR G E IN D W T A E M T R A E R T R U E P R S T I Y A IO S L N T S E S , M . E QTUOI PMMIENNI MTI,Z EA NSDE RPVEI CRES OINNNT EERL ROUNP-T ISOINT ES . AND READY P R I O R 7 . CA INTYY UWNAPT LEAR N UN TE IDL I TSYE RI MV IMCEED IDAI TSERLUYP, T IAONNDS TCHAEU SCEODN TBRYA CTTHOER CSOHNATLRLA CTTAOKRE' SA LWLO RNKE CSEHSAS LALR YB EC OARLRL E CR TE IPVOE R TAECDT I OTNOS T AH TE N O 8. A T S HUD E I I ) T D I A T C I B OO L NN E A T RL W AO C C R O T K S O IN T R . GSHCAONLLDITBIEONRSESAPNODNSEINBSLUERFEORTHDEEWSTAATBEIRLIINTYG OAFLLEOXCPAENVAETXECDAAVARETIAOSN.S AS NECESSARY TO MAINTAIN 9 . TNHOET CL IOMNI TTERDA CTTOO RS ESTHTAL EL LM EBNET , REERSOPSOINOSNI,B LOER FIOMRP AACNT YS DT OA MAADGJEADC ECNATU SSETDR UBCYT UI MR EPSR OAPNEDR UD TEIWL IATTI EESR. I N G , I N C L U D I N G B U T HD[j) INSTALLATION REQUIREMENTS: I. P• Rcii-ONCDOUNCSTTRAUCGTEIOONT:ECHNICAL INVESTIGATION TO ASSESS SUBSURFACE CONDITIONS. • ff//URELLPBAARCEKAFODRECTAESIL.ED HDD DESIGN INCLUDING BORE PATH ALIGNMENT, DEPTH, ENTRY/EXIT ANGLES, AND •• IQMBPTLAEI MN E NN TE C SE ES DS IAMREYN TE NAVNI RD O ENRMOESNI TOANL CAONNDT RROELG UMLEAATSOURRYE SP. E R M I T S . 2. D• RI¥LALIINNGTAOINPEDRRAILTLIOINNGS: FLUID CIRCULATION AND MONITOR RETURNS TO AVOID INADVERTENT FLUID RELEASE • • C E (I NOFR S N A U D C R U - E C O T P U RT R S O E ) AP. E L-R TAI MLEI G NT RMAE NC KT I NAGN DO FG RTAHDEE BCOORNET RPOALT HT OU SPI NRGE VAE NNT AEPXPCREOSPSRI VI AET EP I PGEU I DBAENNCDEI N GS.Y S T E M . • 84NSVEIRAOPNPMREONPTRAIALTIEMPDARCILTL.ING FLUID COMPOSITIONS TO SUPPORT BOREHOLE STABILITY AND MINIMIZE 3. P• IP�ETRSITNRGINOGUINTGAANNDDFPUUSLELBHAOCPKE: PIPE TO THE REQUIRED LENGTH BEFORE PULLBACK. •• MP EARI NFTOARIMN PP RR EO-P EI NRS TTAELNLSAI OT INO NC OTNE TSRT OI NLG TOOF PHROEPVEE NPTI PPE I PWEE LDDASM/AFGUES I OD NU SR I NI NG APCUCL OL BRADCAKN.C E W I T H A S T M F 2 6 2 0 . 4. P• OqSOT-NDINUSCTTALHLYADTRIOONS:TATIC PRESSURE TESTING PER PROJECT SPECIFICATIONS. • I ESTORE THE ENTRY AND EXIT POINTS AND STABILIZE DISTURBED AREAS TO PRE-CONSTRUCTION CONDITIONS. HOPE PIPE INSTALLATION REQUIREMENTS: 1. I•NSATSALILNADTICIOANTEMDETOHNODTSH:E DRAWINGS, ALL HOPE PIPE INSTALLATIONS AT STREAMS AND OTHER SURFACE WATER ECNRVOISRSOINNMGSENSTHAALLILMPBAECTC.OMPLETED USING THE HORIZONTAL DIRECTIONAL DRILLING (HOD) METHOD TO MINIMIZE • ICNOSNTTARLAL ACTTIOORN' SADT ISACLRLETOITOHNE, RSULBOJCEACTTIONTOS AMPAPYROBVE APL E RBYF OTRHMEE DENBGYINOEPEERN. - C U T OR HOD METHOD A T THE • TBHOEDYCOCNRTORSASCINTGOSR ASNHDALTLREANDCHHELREESSTOINASPTAPLLILCAATBIOLNESF. EDERAL, STATE, AND LOCAL REGULATIONS GOVERNING WATER GENERAL NOTES: EXISTING RAW WATER MAIN OPERATION AND SUBSEQUENT ABANDONMENT 1. C• OTNHTEINUEOXUISSTINOGPERRAAWTIOWNATREERQUMIRAEINMESNHTA: LL REMAIN IN FULL OPERATION UNTIL THE NEW MAIN HAS BEEN FULLY INSTALLED, PRESSURE TESTED, AND SUCCESSFULLY PLACED INTO SERVICE. 2. P• ROTHTEECCTIOONNTROAFCTEOXRISTSINHGALMLATINAEK:E ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE, CONTAMINATION, OR • • E HD X I E S C A R A V U V Y P A T E T IO I Q O N U N I P O N M F E E AN S R T E R O T V H R IC E E M EA T X T O IS E R T T I I HN A E G L S E MX S A I H S IN A T I L N S L G H NA R O L A L T W B B E W E A C P T O L E N A R D C UE M D C A TIN O ED . V E RC ATRHEEF UELXL YI S TTI NOG AMV OA II DN AU CNCL EI DSESN TPARLO PDEARM APGREO. T E C T I O N MEASURES ARE IN PLACE. 3. C• OTOHREDINCAOTNIOTRNACATNODRNSOHTAIFLICLANTOIOTNIFSY: THE OWNER/OPERATOR OF ANY PLANNED WORK NEAR THE EXISTING MAIN AT LEAST [3] DAYS IN ADVANCE. 4. T•ESTTHIENGNEAWNDMACOINMMSHISASLIOLNUINNGDEORFGONEAWLLMARIENQ:UIRED PRESSURE TESTS BEFORE BEING PLACED INTO SERVICE. • TSHUECCEEXSISSFTUINLGLYMCAOINMPSLHEATLELD.REMAIN IN SERVICE UNTIL ALL TESTING AND COMMISSIONING PROCEDURES ARE 5. A• BAAFNTDEORNMAENSTUCOCFESESXFISUTLINOGPEMRAAINTI:ON PERIOD OF 15 DAYS FOR THE NEW MAIN, THE EXISTING TRANSMISSION MAIN • T SC H H O E A L L L AA L PB B SA E E N D C O O O R N N E VS D O ID I M E D R SA E . IN D SAHBAALNLDOBNEEFDI.LLED WITH A LEAN CONCRETE MIXTURE (FLOWABLE FILL) TO PREVENT •• SPHAIYPMPEI NNGT TFIOCRK EFTLSO WF OARB L AE L LF I LFLL OMWAATBELREI A LF I LSLH ADLELL I VBEER IME SA DSEH AOLNL AB EC UPBRIOCV IYDAERDD TBOA SVIESR. I F Y Q U A N T I T I E S U S E D . 6. E•MAERGCEONNCTIYNGPERNOCCYEDPULRAENS:MUST BE IN PLACE FOR RAPID REPAIR OR BYPASS IF NEEDED. PIPE INSTALL METHODS: TT HH EE OC OP ENNT R-ACCUTTO RO,R AHTO RH IIZS O DNITSACLR EDTI IROENC, T IMOANYA LI NDSRTIAL LL LI N GT H(EH .PDR. DO. )P OMSEETDH O2D4." THHDEP EH . RD A. DW. M EWTAHTOEDR SMHAOI NU LPDI PBI NEG EUMSPI NL OGY EEDI T HI NE R EANR VE IARSO NWMHEENRTEA LO PCEONN SCTURTATI INNTGS , I SO RI M PORT AH CE RT I CSAI TL E, -SSUPCEHC I FAI SC LCOOCNADTI TI OI ONNS S WTI THHA TA BL IRMUI TP TT RCAHDAI TNI GOENSA LI NE XT CE AR RV AA TI NI O, N . TRHE EQ USI REEL ME CE TNETDS , I NASNTDA LRLEAGTUI OLNA T MO RE TYH OS TDA NMDUAS RT DCS O. MTPHLEY CWOINT HT R AA CL LT OARP PI SL I CRAEBS LPEO NDSEI BS LI GEN F SOPRE CEINF SI CUARTI INOGN SP, RPORPOE JRE C T ISNPSETCAIFLILCAATTIOIONN,SA. LIGNMENT, AND PROTECTION OF THE WATER MAIN IN ACCORDANCE WITH THE PLANS AND HORIZONTAL DIRECTIONAL DRILLING REQUIREMENTS: AA SP P PR AO RP TR I AOTFE TMH EE A HS UO RR EI ZSO NTTOA LA VDOI RI DE CHTYI ODNRAOL- FDRRAI LCLTI NU GR I N( GH . DA. ND D. ) TOHPEE RUANTI INOTNESN. DTEHDE RCEOL ENAT RS EA COT FO RD RSI HL LAI LNLG I MF LPUL IEDM. E N T 1. P • R C EV O E N N D T U IV C E T M TH E OA R S OU URE G S H : PRE-DRILL PLANNING AND SOIL ANALYSIS TO IDENTIFY POTENTIAL RISKS. •• UMSOEN I TPORRO PFELRU I DC OPNRTEASI NSMUERNE TS SCYL OS TSEEML YS DT UO RMI NAGN ADGREI L LAI NNGD OMPI NE IRMAI ZTEI O NESN VTI ROO NP MR EEVNETNATL IINMAPDAVCETRST. E N T R E T U R N S . 2. I•MMINEDTIAHTEE ERVEESNPTONOSFEA: RELEASE, IMMEDIATELY STOP OPERATIONS AND ASSESS THE SITUATION. 3. D• RICLLLEINAGN MUUPDADLILSPDORSILALLIN: G FLUID RELEASES PROMPTLY AND EFFECTIVELY TO MINIMIZE ENVIRONMENTAL IMPACT. • CE NOSMUPRL EI A NTCHEA TW IATLHL LDORCI LALLI,N GS TMAUT ED, AANNDD CFOE DNETRAAMLI N AE NT EVDI R OMNAMTEENRTI AALLS RAERGEU LCAOTLI OL ENCST. E D A N D D I S P O S E D O F I N • MAINTAIN DOCUMENTATION OF DISPOSAL PROCESSES FOR PROJECT RECORDS. OPEN-CUT INSTALLATION REQUIREMENTS (IF SELECTED FOR NON-SURFACE WATER INSTALLATIONS): •• MP RAOI NVTI DAEI N PTRROEPNECRH BDEEDPDTI NH G A AN ND D WCI DOTMHP APCE TRI OPNI P AE RMO AU NN UD F AT HC ET UHROE PR E RPE IQPUEI RTEOM EPNRTESV EANNTD DPERF OO JREMCATT I SOPNE. C I F I C A T I O N S . • RESTORE THE SURFACE TO PRE-EXISTING CONDITIONS, INCLUDING RE-ESTABLISHMENT OF VEGETATION. GENERA� NOTES - REPAIR/REPLACEMENT OF EXISTING IMPROVEMENTS 1 . FT IHEEL DC OT INL TERc . 1, CUTTOI LRI T ISEHSA, LLLA NT AD SK CE AAP LI NL G ,N EACNEDS SOATRHYE RP RI ME CP AR UO TVIEOMNESN TTSO LPORCOATTEECDT WE IXTI HS TI NI N GO R F EANDCJ EASC, E NCTU LTVOE RTTHSE, MP AR IOL JBEOCXTE S , SL IHMAI TLSL . BAEN �I P REOXMI SPTTI NL YG RI MEPPRAOI RVEEDM EONRT SR ETPHLAATC EADR ET OD AEMQAUGAELD OORR BREET MT EORV ECDO NADS I TAI O NR EAS TU LNT OO AF DCDOI TNI OSNT RA UL CCT OI OSNT AT COT ITVHI TEI E S OWNER. 'I 2. IAMLPLRORVEPEMAlE9ISNT OURNLREESPSLAOCTEHMEERNWTISSESDHIARLELCTMEADTCBHY TTHHEE TEYNPGEIN, ESEIRZ.E, MATERIAL. AND FUNCTIONALITY OF THE ORIGINAL 3 . AD AL LM AFGI EELDD 9tI E1 LLED ETNI LCEO USNHTAELRLE DB ED URRE IPNAGI R EE XDC AI MVMAETDI OI ANT ESLHYA LI NL AB EC CCOARRDEAFNUCLEL YW EI TXHP OASPEPDL. I CMAAB RL EK ELDO, CAANL D D PR RA OI NTAEGCET E D . A N Y 4. WSM T I A T A I H L N B D UO A . X S R E . D S) . R O ES MT AO LV ESDE ROVRI C DE ARMEAQGUEI DR E DM UE RN ITNSG ACNODN SPTLRAUCCETDI O TNO S MH AA ILNLT ABI EN RPERI ON PS TE AR L LAECDC EOSRS RF EOPRL AMCAEI DL DI NE LAI VCECROYR. D A N C E 5 . FF EE NN CC EI N GR ESPI AI RL L OBRE RPERPOL AV ICDEEMDE, NI FT NS HE CAEL SL SMA AR YT C, HT OT HMEA IENXTIAS ITNI N GS I TFEE NSCEEC UI NR I TTYY POER, HL IEVIEGSHTTO, CAKN DC OMNAT AT EI NRMI AELN. T T EDMU PR OI NRGA R Y 6. CF A U ON L NY L S CT D U R R U L A V C I E N sA O T G N S E . D FAUMNACGT IEODN ,OIRNCDLIUS TDUINRGB EPDR ODPUERRI N SGL OCPOEN,S TSRI ZUEC, TAI ONND SMHAATLELR IBAEL . REPLACED OR R E P A I R E D T O R E S T O R E 7 . AI NLCLI DWE ON TRAKL tTSOS OTCHI AE TPE DR OWJ EI TCHT , RWE IPTAHI RN OO RS ERPEAPRL AACT EE MPEANYTMOE NF TE XUINSLTEI NSGS ISMPPERCOI FVIECMAELNL YT SN SOHT EADL L I NB ET HCEO NBSI DI D ESRCEHDE D U L E . 8 . TRHE EP ACI ROSN TOR , CRTEOPRL ASCHEAMLELN TCSO OFRODRI NAA NT EY WP RI TI HV A AT EF F IEMCPTREOD V EPMR EO NP TE SR T WY I TOHWI NN EORRS ARDE JGAACREDNI NT G T OT H TEH ET I MPI NR GO J EACNTD AMREETAH. O D O F QUALITY ASSURANCE AND TESTING: •• VC EORNIDF UY CBT O HI OE HP OE L EP I PI NE T EF UG RS II TOYN BJ EOFI NOTR EI N PS UP EL LCBTAI OCNKS UI NS I NAGC CBOORRDEAHNOCLEE WC IOTNHD IAT SI OTNMI NAG N MD EITNHDOUDSST.R Y S T A N D A R D S . • PERFORM F NAL PRESSURE TESTING PER PROJECT REQUIREMENTS BEFORE COMMISSIONING. ENVIROI\ MENTAL AND SAFETY CONSIDERATIONS: •• IFMOPLLLEOMWE NOTS BAE SSTA FMEATNYA GREEMQ EUNI RTE MPERNATCST I CF EOSR TEOX CPARVEAVTEI ONNT AW NADT E RH OPDO LOLPUETRI OA NT I.O N S . • MONITOR A D DOCUMENT COMPLIANCE WITH ENVIRONMENTAL PROTECTION MEASURES THROUGHOUT INSTALLATION. GENERA CLEANUP: THE CONTRAC�I OR SHALL REMOVE AND PROPERLY DISPOSE OF ALL TREES AND BRUSH THAT HAVE BEEN DAMAGED OR CROEMNODVITEIODNDUUPR NG THE COURSE OF CONSTRUCTION. ALL DISTURBED AREAS SHALL BE LEFT IN A CLEAN AND ORDERLY � N COMPLETION OF THE WORK. AT ON YC OD MA PMLAYG EW TOH ST UH RI SR ORUENQDUIINRGE MPERNOT P ME RATYY RSEHSAULLLT BI NE AP RDOEMLPATYL YI N R EP PR AO IJREECDT AATP PTRHOEV AC LO.N FT IRNAACLT ORRE'LSE AESXEP EONFS ER. E FT AA II LNUARGEE WOWILNLENRO/TENBGEIN 'ERRO.CESSED UNTIL THE CONTRACTOR HAS SATISFIED THESE REQUIREMENTS TO THE SATISFACTION OF THE NOTE - VI ATER SERVICE TUBING CROSSING U.S. HIGHWAY 40: RT HE ME OCVOEND T ROAUCR NOGR TSHHEA LCLO UR RE MS EO VOEF ACNODN SPTRROUPCETRI OL YN . D I SAPL OL S DE I SOTFU RABLELD T AR RE EE SA S A NS HD A BL LR UBSEH LTEHF AT T I NH AAV EC LBEEAENN ADNADM AOGREDDE ROL RY CONDITION UP N COMPLETION OF THE WORK. ANY DAMAGE ro SURROUNDING PROPERTY SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. FAILURE W TO O W IL N L C E O N R MO / P T E L N Y B G EIN W . ! T P E RH R O . C TEHSI SS ERDE QUUNITRIELMTEHNET CMOANYT RRAECS TUOL RT IHNA SA SDAETL IASYF I EI ND PT HR OE SJ EE C TR EAQPUPI RREOMVEANLT. S F ITNOA LT HREE LSEAATSIES FOA FC TRI OENT AOI NFA GT HE E GENERAL NOTES I REVISIONS 4/4/2025 BID SET C 2025 Midwcstrm Engineers. Inc. 802 Wes! Broadway Street P.O. Box 295 Loogooice. Indiana 47553 DATE APRIL 2025 DESIGN S.DB. DRAWN A.P.J. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 4 4 OF 43 FILE NUMBER I 44695 Do Not Use Plan Previews for Take Off

I } ---- " PATRICIA M DIERDORF \ FARM TRUST AGREEMENT / 11-01-27-300-024.000-019 / / / 71 70 70 JI 69 68 67 67 68 66. 65 --- -- ---- � 1+00 J I I LINE SEGMENT A STA. 0+00 TO 7+00 EX. GRADE (GRAVEL) � w ffi ts � > "' C, � � u C, 0 --+--+----;,- ;=° X x m--+---t----t----+---t---w w - --- -- -- ---- --- -- --- PROPOSED 24" HOPE RAW WATER TRANSMISSION MAIN (700 L.F. THIS SHEET) 2+00 3+00 4+00 HORIZONTAL SCALE 1"=30' -------- 5+00 6+00 ---- --f------ 710 705 700 ---- - . 75 "'- re-a WW--fe-670 o Io (I)- + -> f'- :e4'. Q -1--665 I- a::: : Cf) LL -1W z oF--:-: l--660 _J z -lQI 0- 0 -l--655 I- W-1- < z- � _j: F�AW WATER - PLAN AND PROFILE - LINE SEGMENT A REVISIONS 4/4/2025 BID SET G:) 2025 Midwestern Engincas. lnc S02 W�sl Ilroarlwav Stree! P.O. Box 295 Loogootee, Indi"na 47553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J . Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 5 5 OF 43 I FILE NUMBER _ 44694 I Do Not Use Plan Previews for Take Off

� 68. 67 ,-- ... "' •I - f-- t: w 67 1 0--... w - I 1 - --00 I (J) ... + ,-I'- 2 6 1 5- + � - < I ( - 0 0 ::: ... (J) u.. 6 1j o--� w p Iz ... _, f z "'"I 0 -­ ·Iu 6 s-r-U ... f-- w t-<( z -1-�- _J I- / I I J f ) BTC JACK --- ( \ -- - � ----�- - r I --- 8+00 / f ( ----- ) / I I if/ � I / I -----------------1------------------------- L.) Q I j I \ ) \ I � / I I COYLE FAMILY LLC 11-01-27-200-006.000-016 I I < I / \ I ET OX R4 "EPMVACI NWI NA TSEERR VMI ACIEN / '---- I J I ( ) * I I I I I I / I ( ( I ill � / RODGERS, JANETY 11-01-27-200-005.000-016 (\ '-1 L> I SCALE 1" = 30 ' I rPTRROANPSOMSEISDSI2O4N" HMOAPINE RAW WATER -- '-----­ _) _ - _ - __ - - -- -1- _ - - - -- -- -699- , r�/7;0 / �•'� / / /rn ,. ,.,, � -�Z,,�".L.,t // / /-;--; � -;j-�� -......=- /..L.J..L../:ZJ.L:?LL // / / / / /-;-/�/--:;-/�/-;-; ;--; 7"7 ,./,/,,�,. � � �---; ;-;- /----; ,.-:- �,.--::--,.-;-.,-:--- :--:: -;-; - - - - - -- -700- ---- -- � - __ __;:_1__.L.,. �-, , ///, //////////////// //////1/////""/7'7,-/'7/ / ,--- --------� FLOWABLE FILL SHALL BE USED TO ABANDON U.S. 40 (WEST BOUND) / ,,-- /r - ,,.,..- AND SEAL THE EX 18" C.I RAW WATER ASPHALT -----1f-- - ------1-- - -- ;- - ----- EX. 12" CONCRETE CULVERT '-- TRANSMISSION MAIN AFTER THE NEW MAIN APPROX. 28' FROM C/L APPROX. 28' FROM GIL \_,_ ---..._ - HAS BEEN SUCCESSFULLY TESTED, OF WESTBOUND LANES OF WESTBOUND LANES '-..,_ - ACCEPTED AND PLACED INTO SERVICE . --- ---- -- --- --- - - -- --- - D -------- - - - •____,__ --=. -- -· .......--- 701- - - ---....-:;.-- ,;.----- - ----- ------ -- C U.S. 40 (EAST BOUND) ASPHALT --- ---- ----- ----- -------- ----- ----- --700- -- -698-- -- -- -- -- -- ---- -- 699- -- -- �------------r�- __ ,;.--_- _- _- , , ,;•ww--- ,,,c;.,---·_<S'L>!/W � EX 12 ' ' W /W ATER =-R MAIN ;,= / -R;w- ' -, _ ,;w ; -:- t _'.'."._ -- S/W -- e;w __ �=.-=---- ,;w__R/w - R/W---:- &>:.::,-,="°-U!i:."6"'99== GREAT DANE LTD PARTNERSHIP .r GREAT DANE LTD PARTNERSHIP ATT: WILLIAM H CROWN ATT: WILLIAM H CROWN 11-01-27-300-022.000-016 11-01-27-400-004.000-016 /Ii � ..-/� I ----------�;;;;;-____1,�---1---�----------- LINE SEGMENT A STA. 7+00 TO 16+00 ---- - -- - - CA P/ LPORFOPXR. GORPOOUS NE DD 2P4R"OPFI PI LEE A B O V E ---------- - - --:--· ---- I R/W...w = 710 700 � _ _! ----- --- ------ --- ----- -- 0 95 _II 9+00 10+00 7< . PROPOSED 24" HOPE RAW WATER TRANSMISSION MAIN (900 L F THIS SHEET) 11+00 12+00 HORIZONTAL SCALE 1"=30' 13+00 am 14+00 15+00 re---- = W-s -so 75 o W-f-670 o I- +<O (=J)- -· " o"' f f-665 <f( -f(-J aL : L:. -_ f - W oz F-: :�60 -l Z-roI 0- O -f-655 < I (- W-fz- 2 _j- ·- R, t,W WATER - PLAN AND PROFILE - LINE SEGMENT A I REVISIONS BID SET C 2025 Midwc8tc•rn Engin�ers, Inc 802 West Broa(lwuy S!rctt P.O. Bo.� 295 Lwgwtc-;;, lndi,<JIC! 47553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 6 6 OF 43 I FILE NUMBER _ 44693 I Do Not Use Plan Previews for Take Off

� � I \..,> 0 () " I I RODGERS, JANETY 11-01-27-200-005.000-016 I , I , AIR RELEASE VALVE AND VAULT, SEE SHEET 42 FOR DETAIL. / LAOPCPARTOIVOANLTBOYBOEWDNEETRERAMNDINEENDGININTEHEER FIELD, SUBJECT TO \ L--�---------_:;..:'------�----' , ,) � '---) J1J I ( / '---699 , "--6,,/ I!, I EX CULVERT f- a I --- ----1-- "' I BTC JACK� (._ -/!.699-! _ �_,) I , I o r- I /� 0 UJ '' , •• �o.-�= ,,, -- ,, ,_/ _;:,,--- -�..,�- -6"" , ,/0 F/0 STONE I GAS LINE \ 7 '" -+ LU· , --F/0 F/0 -- ,0-- ' -- "<"' " , "" � .,. � �: :�· g O ... 1.=�,. ,:":=;:;;:�'t'."'::- ' , , , -- ,,, F�:e=''=:� o+ '•/'- .a,,'� � � fl(g- R /W ""' <( � -" + - :::.UY -::::=::--'1 ����f��;g��f}�i�����•���-� c, �o�� f � F 10 F 10 F 10 + 3 t) � �.=__ F� � � .:::::� _ -�1.J � r-- --' -- ,�t-�o 1 ��1 F/ 0 R/W F/0 R/w F /0 Rf1iol7l 8 � F {Q R/w =..f /0 R/W 'i4'1r-�V'-t---===-'(1�-F/, --:c"t � /0 ______... F/0 F/0 "'\-[. -'.-- ·---..F"IO f"/0 F/0 -UJ � -- __u __ _ Z O -- -- -699-- -- - ,__ -- _ -- -- _ ......J � - -700- I Z -u 0 7r-u ,,,,,r=:i';r:::;z <( ' �� I - :::i -�- -- - OAFP PWREOSXT B2O8U' FNRDOLMA NCEI LS _ ) 1 - -------+--- - -+-- � =-=�-------�=c:c.c::=---=---�=- -- =--=�====="-'-=--=- =··--------��=�=-----=�-=-=== :....:-= ::_ - -- ' --- - - _10;- - - - - --- ) 100 699 -- -- --- -- -- - -- - f/0 + /0 / "-. I F/0 0� -LC \J�- ----=-- ----'- OAFP PWREOS XT .B2O8U' FN RD OLMA NCE/ LS 1 1M-A0R1 -A T2H7O-N1 0P0I-P 0E 1 9L I.N0 0E 1 -L L0C1 6 PT RR AONPSOMS IESDS I2O4N" HMDAPI NE R A W W A T E R ) / _..J - ri APPARENT R/W I I fJi - ' -=- --... -....___U.S. 40 (WEST BOUND) - -- / ASPHALT - \ U.S. 40 (EAST BOUND) ASPHALT \ ( "' r ET OX . R4 "E PMVACI NWI NA TSEERR VMI AC IEN \ I \ FIBER OPTIC BOXES DUKE, ENDEAVOR, AND ZAYO FALNODWSAEBALLETFHI LEL ESXH A1 8L "L C EI . RU SA EWDWTAOTAE BRA N D O N HT RA AS NBSEME INS SSIUOCNCME AS ISNFAUFi lLr EY RT ET SHTEENDE, W M A I N ACCEPTED AND PLACE INTO SERVICE. \ SCHLATTER, BRIAN J 1 1 -&0 1 S-T2E7P-H1A0N0 -A0 1B9U. 0S0S0I N-G0 1 6 I �E-X -18"-CU-LV-E-RTJ' -....... -....___ 70 ='" ;�� = r'°--=-��� �� � �:� -Fl - - - - ,__�N;,__..-- - APPROX 28' FROM CIL / �ESTBOUND LANES EX. 12" WATER MAIN I ---- .,,..,, - LINE SEGMENT A STA. 16+00 TO 25+00 I \ SCALE: 1" = 30' I P""lwU\R I LQ_J LlE,,, L.]O I ::; \ I \ \ [ ' ' REVISIONS ] ]; ;;'5 � " N- l€ ti!!. N � ! t----tl ---------------------------------------------------------------------------------------------------------------------------------1-----------------------------------------------------..l=========� " C z i � m N 0 ;;; z wz a, i � 0 I 73 72 72. 71' 71 70 68 sr tt -- "' - f- - lJ.J 670f--o LU �o I � + Cf) r<O ' '""" ..,... � 665-- • 0 �r f(</-{) lO ' .L' . ·t--w o 660-- :: z � �_J z 6 5 5 -·�t:- :- IfU- U0lJ.J +-<( z ::� _j --- -- -- 17+00 ---" -- -- ---·--- 18+00 __ ,_ ---- --- 19+00 - - ---- - --- --- PROPOSED 24" HOPE RAW WATER TRANSMISSION MAIN (900 L.F. THIS SHEET) 20+00 21+00 HORIZONTAL SCALE 1",,,30' -· - - --,I..·------- - 22+00 - - --- "' w 0 � m � U--1----+----!------+- w--+----1------,f---- -+ � � a. "' ::, 730 725 720 715 710 0 u U 0::: <:( &:, - -+----+------if-----+-705 W --+----/----7 ---+- - ::: f::'. >< m w ---+- 700 EX. GRADE (GRAVEL) 0 - -- - - ' ' 95 ,11 - --- -" w - J ===l=c-----1-----+----j-,:: � ro- f-- lJ.J - -so 75 o W-j--670 a I- + Cf)- "' - N :e- . 0 -f-;;65 f<C l-{) OL' . L'.. -- I - � �=1----{;50 -1Z-1I 0-0U -l--555 � W-1- <{ z- � _j= 23+00 24+00 RAW WATER - PLAN AND PROFILE - LINE SEGMENT A 4/4/2025 BID SET (M0id2w02e5stern Enginens. Inc. PSOO� W80e�s12B9r5oadway Sireet Loogootee. lndi,ma ./7553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 7 7 OF 43 I �L£ NUMBER _ 44692 I Do Not Use Plan Previews for Take Off

� E w ------- ' ! 1 1 -&0S1 CS-HT2EL7PA-HT 1TA0EN0R -/f\ ,0 B1 RB9UI . A0SN0S 0I NJ-G0 1 6 I \ \ PT RR AONP SOMS IESDS I2O4N" HMOAPI NE R A W W A T E R - ET XO. R4 "E PMVACI NWI NA TSEERR VMI ACIEN 1S1E-E 0D 1L-I N2E7 -I N1T0E0R-N0A2T5I O. 0N0A0L- 0I N1 C6 -695 -- 1/i ,, I APPROX 2' 8-' FR-OM-C/L----r­ OF WESTBOUND LANES "­ -y- / / EX. CULVERTS ------ FALNODWSAEBALLETFHI LELESXH. A1 8L "L CB.EI RU AS WE DWTAOT AE BRA N D O N HT RA SA NBSEMEINS SSIUOCNCMEASISNFAUFLTL EY RT ET SHTEENDE, W M A I N ACCEPTED AND PLACED INTO SERVICE. ( ) ::::.. I -- ------- / D \ - EX. 12" WATER MAIN - - - - �----­ - - - - - - --.......-----. ,;:. :::::: :::::: � -- -------=----- - '---'�-~- - ..._.,,_________ =-=�;:;:::!=-;�; ----- --- ----------- =::--:=- --- ------ ........_ --- ---- --- </w --- </w -;;::--"�-<>1'fw ----R/W R/W --- S/w --- S/w --r'- :J � R/W--- R/W R/w R/W--- ' (,f}� - - - "- ----.. I I I - - ) \ - ------ ------ - -----< /w I I I , GREAT DANE Lm PARTNERSHIP - "--. J j "�) "'/ \ ( , Mo9'L,� GARY G., ETUX ) ATT: WILLIAM H CROWN :;,: '\. 1_!7{)1-27-400-002.000-016 / -01-27-400-0D4.00D-016 ;/! § I \ ) / 1/ 1, ,__1 1 ___ � \ / 0 -696--- I -..___ \ S:z# ' - - "- ---..... I I '\ EX 15" CULVERT ) - ---y-- - U.S. 40 (WEST BOUND) / / -....____ - FIBER OPTIC BOX � l .,- , , APPROX. 33'-6" FROM C/L J _,,,, APPROX. 26' FROM C/L ASPHALT , ,/ ,/ ___.. OF WESTBOUND LANES EX 15" CULVERT / _,,........,, OF WESTBOUND LANES //r�(--;--::::: :-:=:-c=_,_. :�. -:���:=--=::--:�==-======"==''=�-'.::�=�=�'"=�-==--==-'§�· ����'=�=----��-- ==�/z��,j,f':::-�:; -5�E �;c= �oNON CCRREETTIEij-=����§=������=---= -- "'- -- --£t;.. Qi / - BOX CULVERT __,.- -- - ( .....____ ---- ---- _j_ /.-- - ...(_ ......_ - - - ---- --- I / -686-_ -- - --- I I --- - U.S. 40 (EAST BOUND) ASPHALT --- - -- , , , , , , , , , ' , , , , , , , , , EX. WATER VALVE -- LINE SEGMENT A STA. 25+00 TO 34+00 REVISIONS ��----l----------------------------------------------------------------------------------------------------------------+---------------------------------------------l!:====.;;;:==::J --' �,,,,1111111,,,1: � �•\ \I, S Ut,;++,. o.. ,�� c-,\STC,9 �� � 72 no §� «:- <,,; 6'o +\ � = ! 5 5 No. PE60920059 • : INSTALLATIO OF 24" HOPE PIPE - • : � 71 BY HORIZON AL DIRECTIONAL 715 \.-o STATE OF .�$ w INSTALLATION OF 24" HOPE PIPE �� {;'/;: i a: BY OPEN CUT OR H D.D. METHOD DRILLING (IH D.D.) METHOD �♦;. OP� 11\ro1ANI>-,.�§ w � 89 \'t\v � � 11 > 710 �#/; IONA\. �•� " o cu-<---+----+---<---+----+--r- �,,,,,,1111111\\\: <]) �o_ ffi >< "Yh r,/. �,· z o_ � � 11.J.),.� 70 � LL f- 705 g :0 ::) e:::: z U z "<t o_ u w � f- <( f- fw IOO ,o � U a: � a: a. s Zr- ..--- ::) <( � e:::: W 0 Z 70 <( w >< u """') _J w ,,, � a: f-> w u ::) f- ..L ::) w � z O X: � u :£ u O MAINTAIN MIN 100' BEND co a:: <( CJ w EX GRADE (GRAVEL) >< > '.'; RADIUS ON HOPE PIPE LL w 69 � <( w 'st U � i --- -- x----+---,e-----+----+--+-� � --- ---- -- · --------- UJ CL 69 ---�--- w�<o 68 w� " 67 w > 67 " f-­ w ow O+ I(/) N ;e 0 .,: Cl'.'. ti u.. wO z f-­ _J z IO00 f-- w .,: z :a _J 26+00 27+00 28+00 -- --- .__ -- --- PROPOSED 24" HOPE RAW WATER TRANSMISSION MAIN (900 L F THIS SHEET) 29+0D 30+00 HORIZONTAL SCALE 1"=30' --- --- � --- M ARI NATDAI UI NS MOINN H1O0P0 'EBPEINPDE 31+00 EX. GRADE (GRAVEL) EX. GRADE (RIP-RAP) --- 32+00 33+00 ---- "' oO+ WIf ( - / - ) " O') :a 0 .,: Cl'.'. ti LL wO z _J zf- IO 00 f-- w .,: z :a _J 95 90 w�< " 80 w�o 3 75 � 70 65 w> R WWATER PLAN AND PROFILE - LINE SEGMENT A 4/4/2025 BID SET CMid'.'.w0'e.'.5stern Engin,·�r,. Inc 802 Wes! Broadway S!rctl P 0. [lox 295 Loogootee. !11di"n" 47553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J. a.c. CHECK N.A.K. PROJECT NUMBER 2024090-00 8 8 OF 43 I FU NUMBER _ 44691 I Do Not Use Plan Previews for Take Off

r o, Ji l 67 :1w � u 67 w ------ ) APPROX 37'-6" FROM C/L OF WESTBOUND LANES -- ) � 66 MAINTAIN MIN. 100' BEND � +---+--- RADIUS ON HOPE PIPE 66 65 65 64 64 63 "' fw oO wI + CJ) " <"):;; 0 <( O'.'. ti LL wO z F-­ __, z IO 00 f- w <( z :;; __, 0 0 � "' U) ( I I I FLOWABLE FILL SHALL BE USED TO ABANDON -..... .....__ / / - ---... - 1 f EX. 4" PVC WATER MAIN 11 AND SEAL THE EX. 18" C I RAW WATER "- / / U.S. 40 (WEST BOUND) ------- , TO REMAIN IN SERVICE 1 :, ) / / '"" 1, \\ TRANSMISSION MAIN AFTER THE NEW MAIN APPROX . 27' FROM C/L / / / ASPHALT I EX . O"CONCRETE CULVERT ff 11 ( HAS BEEN SUCCESSFULLY TESTED, OF WESTBOUND LANES,.- 1 r ..---- 1 1 / EX CULVERT L---�'i 1 { 1 ,,----t=�--�'--'IACCEPTED AND PLACED INTO SERVICE. l::=-::==-�===:=c::=::::=::__"----'------=--=--===--==---=i'=i=-' --��-=c==-=-==---=-==-------'-�--'----=-�-----k=-::=--==-==-c��-�4a' t=-' -==--==--=-==--=:___::_ _::===:::'._-�_ _j",------,_ ,----- �----=-----�- - - I -t---" .-l...i.- - - \\ --- - I ( '--.. 5¼" HYDRANT,6" GATE VALVE AND BLOCK, , ---------- ,-- -f-/ _ __r:E::-:-X-::C-::-, ON-:-::C::-:RE=T E ::,- ------------- __,_____,. - - - f--t- ----------I\--- � "-.._ 24"BUTTERFLY VALVE BOX LOCATION TO _,._. - - _ _ _ _ _ _ ""-�/� - BOXCULVERT ..__....._ _ _ // � 'C:::>- '-----'IBE DETERMINED IN THE FIELD,SUBJECT T0 - - - - --- ; , -- - -- ____ �- --r-r---�-----_ APPROVAL BY OWNER AND ENGINEER I --- --- 1 � - - t-------------'-==----=�---=:::-:::------------Ff-' -='----===--=�=�--=----==-------------=--==-=i=--=-==--==---:=-=�--+'+-' �e--:::-------------:::::.__::::\t_'.6�81=� ) - '\/ / / U.S. 40 (EAST BOUND) - \ / / ------ - 0 f-- z - z� - <( <( "<;J- O' f-- f-- Ow I >- 0 U) I : w z �WQ l!) � r-- ' ,,,/0"6 / / ASPHALT ; 1 1 ...--- _..<:,'or,, I I / I I -- __,,,- -- / / ---- _...6B3 / 11 ,, () " 7 f-- LINE SEGMENT A STA. 34+00 TO 43+00 --- ---- -- -- --- - --- ---- --- --- --- ..---- -- -- --�--- --- - - 24" M J BUTTERFLY VALVE AND VALVE BOX (SEE DETAIL No. 7 ON SHT. 41) r PROPOSED 24" HOPE RAW WATER TRANSMISSION MAIN (900 L F THIS SHEET) - \\ O'w ::, () w --- ---- ---- 0f-w oW O+ I CJ) " <") :;; ·o <( O'.'. ti LL wP z f- __, z IO 0f- 0w <( z :;; __, 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 HORIZONTAL SCALE 1"=30' ' / ( ) I \ -- 30 I 710 705 700 95 90 85 80 0 r 75 i' " w� 70 u� u 65 w 60 55 50 45 40 35 • u C: � REVISIONS 4/4/2025 BID SET C 202s M8 0i2d wWl CeSsI Ct rBn r En andgwi naeve rS, ,t. rIenect . P.O. Box 295 Loogootee. Indiana 47553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 9 9 OF 43 Do Not Use Plan Previews for Take Off

r I 68 68 -_II 67 , " w U� 67 w ffi 66� > 66 65 I f-- - - 0, � l- fw 650-'-o W f---OI _J, (/) _.., :;a 645-- <:I:'. 0 = I- a:: -rn LL 640--;-.zw j 0 :..-- 1-_, z I-I 0 635-:U U ->- w -<( z -:;a _J r - - ------ �- -- ------ - - - C OE XN.F4I R" WM ALTOECRA TMI OA INN &MDAEI NPTT AHI NO F MIN 18" VERT SEPARATION - FROM NEW RAW WATER MAIN --- -� 44+00 45+00 46+00 - - - ) U.S. 40 (EAST BOUND) ASPHALT 679- .---- LINE SEGMENT A STA. 43+00 TO 52+00 ' --- __.,__ --· --·-= --- - - C wl'. APPROX. GROUND PROFILE ABOVE--'----+----+-+ 6 C/L OF PROPOSED 24" PIPE 0 z ---- ------ ---- " ¼ PROPOSED 24•· HOPE RAW WATER TRANSMISSION MAIN (900 L.F. THIS SHEET) 47+00 48+00 49+00 HORIZONTAL SCALE 1"=30' 1-0'. w ::, 0X w > I le! i I \ I \ "-.. - - . - - ----- 50+00 51+00 - \ 677 -677- --... I ·go 85 80 0- 75 P " w --- 670 B " 65 � "<'""" -l-655 -- r: WO W -f..-650 oI- + rn- N "'. :;a - 0 ----6 4 5 <( ~- f-�- rn LL - LU p: ---640 z f-_ _, Z- I OUf- U _k3s We:( 2:= :;a _J - w> \ AAW WATER - PLAN AND PROFILE - LINE SEGMENT A ' \ j ( REVISIONS 4/4/2025 "' .e BID SET (0 2025 Midwestern Engineers. Inc. �02 West Bromlway S1rcct P.O. Box 295 Loogw1c-c. lmliana 47553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J. a.c. CHECK N.A.K. PROJECT NUMBER 2024090-00 10 10 OF 43 I FILE NUMBER _ 44689 I Do Not Use Plan Previews for Take Off

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