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
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