0 a z N z 0 0 0" e' ;; "' 0 c 0 z !, !, " ,a: <a ,. �e ,:..:0 eU �I No , ' 00 �9 • M OM Q ----. -o ·· O -I 2N oO • 0� t ----. -w Sc :r cw . � C � zc " o> -,: ... 00 � cu Wz - Q e-, <al <□ ::i, c< 0� '-'N 0 .. CC ::i m <c PROJECT CONTACTS SCOTTSBURG STREET DEPARTMENT: CITf OF SCOTTSBURG MS CO ON TT TGSOBMUERRGY, SI NT . 437R1D7 0 S T . WASTE WATER DEPARTMENT: CITf OF SCOTTSBURG ZWEWKTEP SSMUIPTHERI-NTENDENT MS CO ON TT TGSOBMUERRGY, SI NT . 437R1D7 0 S T . PH, 812-752-4343 GENERAL NOTES: ELECTRIC: SCOTTSBURG MUNICIPAL ELECTRIC 2 S W U 1 IL 6 P L 2 E IE R S IN D uT A E N N s I E D L 3 E S 1 N T PSHCO, T8T1S2B-UR7G5,2-IN3D1I9A9NA 47170 TELECOMS: CITIZENS COMMUNICATIONS CO. 2SCEO.TTMScBCULRAGIN, INAVE4.7170 PH, 812-752-7204 VERIZON PH, 800-483-5000 SCOTT COUNTY HIGHWAY DEPARTMENT: SCOTT COUNT( KENEVGIINNEHERAL/LSU-PEHRIIGNHTEWNADY ENT 1S1C0O1TTSSBUMRAGIN, ISNT. 47170 PKHE V, I N7.6H5A-L L3@6 1S C-O3T2T3C4O U N T f . l N . G O V SCOTT COUNTY COMMISSIONERS: COMMISSIONER'S OFFICE 1S CEO TMT ScBCULRA IGN, AINV E4, 7S1U7I0T E G40 PH, 812-752-5846 INDIANA DEPARTMENT OF TRANSPORTATION: SEYMOUR DISTRICT 1S8E 5Y MAOGURRI C, OI N L A4N7 E2 7 PH, 1-855-463-6848 FALLS CITf SUB-DISTRICT 5C 7L A0R1K-S5V7I L0L9E , U ISN- 34 17 1 2 9 PH, GAS MIDWEST NATURAL GAS SS TCAOTTET SRBOUARDG , 5 I6N W4E7S1T7 0 PH, 812-752-2230 WATER DEPARTMENT SCOTTSBURG WATER DEPARTMENT 7TO35DDWCALRAKTEERR-OADSUWPEERSTINTENDENT PSCHO, T8T1S2B-UR5G95, -IN064770170 Know what's below Call before you dig. 1. ETXOAPCOTGRLAOPCHAYTIOSNHOAWNNO OQNUAPNLTAITNIESSHSEHEATLSL ISBEINVTEERNIDFEIEDD TAOT STHHOEWTIMTHEE OGFENCEORNASLTRLUOCCTAIOTINO.N OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE 2. ETLHEEVAHTOIORNIZSONATRAEL BLAOSCEADTIOUNPODNATTAHEIS 1B9A8S8EDNOURPTOHN AMTHEERICINADNIAVNEARTSITCAATLE DPALTAUNME (CNOAOVORD8IN8A)T.E SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. R T T H H ES E E S P E L O O N C P S A L IB A TI I N L O S I N T f H O A T F O V E E S X A E I T S E T T EIN T M H G P A TT U E T D A I L LL I T T OIE E S X S I H S E O T TI W C N . G A S L U H L T O IL E W I X T N I IE S S T O I N N W GI T T H HU E I T N S IL E IT C IO P ES N LA , S N T T S R H U E A C R T C E IOO NN N TO R A T R A CE T T A H O S E R A E R S X E H A AC C L T L L E L N A O R O C L T A Y T AIO MS N S A S RU KM B E E U D T A I L N O L N T E L H Y X E IS A T F II N G E G L E D N UE P T R I R A L L I I T O IR E L S O T C O H A ATI A V O N E N Y . B C E A E C O N C N U S S T R RH A UO C C Y W T N I I O S . N IT N I O N S T H T A G H L U E L A R B A A R E N E T A T E . H E E C D O . C N O T A N R L T A T R C H A T O C O U T R O G RH S 'S HALL BE RESPONSIBLE TO PROTECT ALL UTILITIES, INCLUDING THE HOLDING OF POWER POLES, DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 5 . SAHNOY UDL ADMUA GT IEL I TTfO REEXLI OS TCIANTGI O NU T IBL EI T I ERSE QDUUI RREI NDG, CCOONNTSRTARCUTCOTRI O NS HSAHL LA L LC OBOER DRI NEAPTAEI R EWDI T HB YI NCDOI VNI DTURAALC T OURT I L AI TT( NOOW NAEDRD, I TPI ORNOAJLE CCTO SOTW NTEOR T HA NE D OEWNNGEIRN.E E R AT N O A D D I T I O N A L C O S T T O T H E O W N E R . 6, EXACT LOCATION OF MANHOLES, LATERALS, CLEAN OUTS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 7 . IDSO WR NE Q TUI IMREE DC. ODOORWDNI N ATTI MI OEN SMHUASL LT BB EE MK EA PDTE TWOI T HA TMHI NE I MCUI TM(. WC AOTNETRR AUCTTIOL RI T f S PHRA LI OLR B TYOP A TSESM PWOA RT EARR I LFYL OSWH UATCT CI NOGR DDI NO GWLNY AA SW ANTEEERD EMDA I NT O A NMDA /I NOTRA I NL I FSTE RSVTI CA TEI.O NB.Y PAA SMSI N AI MNUOM BOY PF A S4SB PHUOMU PR ISN GN O T I C E PLANS SHALL BE REVIEWED BY THE OWNER ANO ENGINEER PRIOR TO IMPLEMENTATION. 8. PROPERTf LINES, WHERE SHOWN, ARE BASED ON COUNT( PLAT RECORDS. THE SAID PROPERTf LINES ON THESE SHEETS DO NOT REPRESENT PROPERTf SURVEYS, BUT ARE APPROX. LOCATIONS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WORK ON PRIVATE PROPERTf PER THE CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL BE REQ.'O TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE OUST EMISSIONS. 10. PTHREOVCIDOENTTRHAECTEOLREVAISTIORNEQA.'NDD TLOOCPAOTTIHOONLEINFAONRYMPATOIOSSNIBTLOE TUHTEILITEINESGININEERCOPNRFLIOICRT TWOITHINSTTHAELLAPTRIOONP.OSED WATER MAIN PRIOR TO INSTALLATION OF THE SECTION OF WATER MAIN PIPE ANO 11. RCEOQNUTRIRAECMTEONRTSS,HAULNLLEMSASINSTAPIENCI1FIOC'A-L0L"Y HNOORTIEZDONOTNAL TAHNEOPL1 A'-N6S". VERTICAL SEPARATION BETWEEN SEWERS (INCLUDING SERVICE LATERALS) & WATER MAINS IN ACCORDANCE WITH 1.0.E.M. 12.CONTRACTOR TO COMPLY WITH ALL PERMIT & STATUTORY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO INOIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, CIT( OF SCOTTSBURG, SCOTT COUNTf, INOIANA DEPARTMENT OF TRANSPORTATION & OTHER APPLICABLE LOCAL, STATE, & FEDERAL AGENCIES. 13. CINODNICTARTAECDTOORNTOTHEPRPOLVAIDNES)CTOOMPAADCETQEUDATGERLAYNUSULAPRPOFRILTL AANROOUPNRDOTPERCOT PEOASCEHD CAONNDDUEIXTI.STING PIPING AT ALL OPEN-CUT UTILITf CROSSINGS (UNLESS CONCRETE CRADLES ARE SPECIFICALLY 1 4 . CP OR ENVTERNA TC T DO ARM AT GO E PBRYO VEI DREO SAI ON ND . MBAI OI NDTEAGI NR AADLALB LNEE CEERSOSSAI OR NY SCTORNATWR OBLA LBELSA, N KF IELTT ETRO FBA EB RIINCS, TEA TL CL E. DI N I NE XAI SL LT I NDGI S TAUNRDB EPDR ODPROASI NE DA G ED I TDCI THCEHSE, SC UWLI TVHE R DT SE,P TSHTSO RGMR EPAITPEERS T&H ADNR A1I 2N"A G E S T R U C T U R E S T O 15. LTORCAFAFLICMACIONNTETNROANLCEANDOFSTIGRNAAFGFIEC TROEQBUEIRUEMTIELINZTESD. IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL, LATEST REVISION. CONTRACTOR SHALL ADHERE TO ALL INDOT ANO 1 6 . PT RREOEPSE RWL YI L LC ONNOST T RBUEC TR ETMHOEV EPDR OUPNOLSEESDS SSEPWEECRI F, I CCAOL LNYT RNA COTTOE DR OSNH A LTLH EC OPNL AT ANCST. IEFN GCIONNETERRA C&T OORW NR EE RQ UTI ROE SA CTQRUEIER ER EAMP PORV AOLV ATLH APTR I OISR NTOOT RSEPMEOCVI FI NI CGA LTLRYE EI NSD. I C A T E D O N T H E P L A N S T O 17. A MINIMUM COVER OF 5'-0" SHALL BE PROVIDED OVER THE PROPOSED WATER MAINS EXCEPT AS NOTED ON THE PLANS. 18. OALWLNEERXISIFTINDGAMLAAGNEDDSCDAUPRININGG, BCUOSNHSETSR,UCDTEIOCNO.RATIVE TREES, ANO OTHER EXISTING TOPOGRAPHIC FEATURES SHALL BE PROTECTED AND REPAIRED/REPLACED AT NO ADDITIONAL COST TO THE 1 2 9 0 . . CC O O N N T T R R A A C C T T O O R R S TO H A V LL E R C IF O Y M D PI L R E E T C E T LI Y O N F IL A L N D A N D O E P S T E H A L O F E X A IS L T LI N S G T O P R IP M E S A N T O O S B A E N IT A A B R A Y N D P O IP N E E S D P W R IT IO H R N T O O N - E S X H C R AI V N A K T IO G N R O T U O T A T V O O ID W A P TE O R T T EI N G T H IA T L C C O O N N D F IT L IO IC N T, S . AS INDICATED ON THE PLANS. 21 THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL & WILL NOT ALLOW DRIVE OR ROADWAY CLOSURE. 2 2 . BC EO NITMRPAACCTTOERD SBHYA LTLH EB EI N CS TOAMLPL LA ET ITOENL Y ORF E ST HP EO NPSRI BOLPEO SFEODR WRAETPEARI R IMN AGI/NR EAPT L ANCOI N GA D DA ILTLI O NWAALT ECRO SMTA I NT O, WTAHTEE RO WSNE RE RV I.C EI N CTOHNEN EECVTEINOTN ST HAANTO WSATTOE RR M S ESRE VWI ECRE S P IAPRI NE G C UA NT DW SI TTHR UECXTCUARVEA ST I NWGH I C H M A Y EAQT UNI POM EANDTD, I TCI OONNATLR ACCOTSOTR TSOH ATLHLE VOEWR INFEYR .T HWAOT RWK A TAENRD LMEAATKE RAI AT L STHET O WRAET EPRA I RMALIENA KH ASSH ANLOLT BBEEETNHEC RREEASTPEODN. SCI BOI LNI TTfR A COTFO RTHESHCAOLLN TCROA COTRODRI N. A T E W I T H W A T E R U T I L I T f AND R E P A I R A N Y L E A K S 23.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH OSHA REGULATION 29 C.F.R., SUBPART P, FOR TRENCH SAFETY SYSTEMS. 24.CONTRACTOR TO COORDINATE PRIVATE DRIVEWAY CLOSINGS IN ADVANCE WITH EACH PROPERTf OWNER/RESIDENT. IN NO CASE SHALL DRIVES BE CLOSED OVERNIGHT. 25.CONTRACTOR SHALL LEAVE NO EXCAVATIONS OPEN OVERNIGHT, UNLESS ADEQUATELY PROTECTED BY EQUIPMENT, BARRICADES, SAFETY FENCES & WARNING LIGHTS. 26.CONTRACTOR SHALL PHOTO DOCUMENT ALL ENCOUNTERED SANITARY SEWER SERVICE LATERALS ANO WATER SERVICE CONNECTIONS PRIOR TO AND AFTER REPAIR/REPLACEMENT. 27.THE CONTRACTOR SHALL COORDINATE WITH COUNT( SURVEYOR PRIOR TO ANY CONSTRUCTION ACTIVITf NEAR LEGAL DRAINS. 28.CONTRACTOR TO FIELD LOCATE ALL SANITARY SERVICE LATERALS PRIOR TO CONSTRUCTION TO AVOID DAMAGE. LOCATIONS SHOWN ON PLANS ARE NOT GUARANTEED. 29. PCEORNMTRITASCTROERQUTIOREBDETORESPPEORFNOSRIBMLEWOOFRKA.DHERING TO ALL PERMIT REQUIREMENTS OF LOCAL, STATE, AND FEDERAL AGENCIES. CONTRACTOR SHALL ALSO BE RESPONSIBLE TO ACQUIRE ANY PIAN SHEET LEGEND ABBREVIATIONS TPED TELEPHONE PEDESTAL CONC. CONCRETE � Existing Water Main and Size GAS Gas Main MB MAIL BOX(S) LIGHT POLE .., Existing Water Service Line RW LP --------------- Highway Right-of-Way � MH MANHOLE UP UTILITY POLE Existing Main/Service Gate Valve FO Fiber Optic Phone Line SAN. SANITARY SEWER PWP POWER POLE ' � � ' ' ' ' ' ' ' ' / 7 7 7 7 7 7 7 7 7 7 Existing Main to be Abandoned BE Buried Electric Line ASPH. ASPHALT STOP STOP SIGN • Existing Fire Hydrant SAN Sanitary Sewer Line STM. STORM SEWER INFO INFORMATION SIGN Existing Main to be Cut & Capped S™ Storm Sewer Line STL. STEEL PIPE Ssign STREET SIGN §--w Proposed Water Main and Size HE Existing Overhead Electric se, EXISTING SERVICE LATERAL SHOR EXISTING SHOULDER APP. "f'\/W Apparent Right-of-Way NSER NEW SERVICE LAT'L EP EXISTING EDGE OF PAVEMENT F.F.T.F. FARM FIELD TYPE FENCE .. 11, _______ 'II ' ..., • 1 @ z0" "'° 0 z0" c,"' 0 .s ½s 4) 0.,'< '< Q H ti. ti. ® --!:" -- �r--� -��-=_!!",.••-· , ,. , I•· 1 .I- _.- .. ---�-.> _-r • "' -.. '· ...-.-.,....... ... • I' ' ' • r•••••••f8••1 I . , . . -· • • • • ' • • • I ' .......... '----------.... Water Meter Sanitary Sewer Manhole Storm Sewer Manhole Existing Light Pole Utility Pole Power Pole ,5> �' □ Jl ,,,..�. 9 ",;; 9 -¥ § 0 □ ITrn Gas Valve c===:::::i ,· c;� Existing Fire Hydrant 0 New Fire Hydrant r'4B:F New Meter Location Telephone Pedestal Stop Sign Information Sign Street Sign Catch Basin Curb Inlet Drainage Culvert Tree & Size M( Sehtoewr Nn of ot rFCo ul anr di t y ) .. • -c I LINE No 1 ~ W. WALNUT STREET PROPOSED WATER MAIN INSTALLED ON WALNUT ST. .. "".. .. .. .. .."".. SEE SHEETS 3 • 7 --� . ', ' • ' ·• ' • • • • • •. . . St. . C.R. 150 S. w .w.-• LAKE" R,O.AD • • ., 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 . ' , '• � ... • w. cu . . '" • • • • '.' I I •• r···••�-�•••ir-' FAIRGROUND ,-.., . .. - ,,,f' I ' ' ' • ' ' ' J.----------"'I ·' ' ., . ,, • I ' ' • • SHEET SCHEDULE TITLE SHEET GENERAL INFORMATION LINE 1 DRAWING KEY LINE 1 - STA 0+00 TO 5+20 PLAN AND PROFILE LINE 1 - STA. 5+20 TO 10+85 PLAN AND PROFILE LINE 1 • STA 10+85 TO 16+15 PLAN AND PROFILE LINE 1 • STA. 16+15 TO 19+25 PLAN AND PROFILE LINE 2 DRAWING KEY LINE 2 - STA 0+00 TO 5+50 PLAN AND PROFILE LINE 2 - STA 5+50 TO 11 +25 PLAN AND PROFILE LINE 2 - STA 11 +25 TO 17+00 PLAN AND PROFILE LINE 2 - STA 17+00 TO 22+80 PLAN AND PROFILE LINE 2 • STA 22+80 TO 28+00 PLAN AND PROFILE TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS l _\. _____________ � .,._...,' I � I Ul ,t.�� : t -c :z:,. W. LOVERS LN. LINE No. 2 - US 31 SOUTH PROPOSED WATER MAIN �:::;---;;'=jlNSTALLED ALONG U S 31 SEE SHEETS 8 • 13 ST, - -- r--...... A .. •--••- ..................;;..., I � I I � I . ' ' ' ' ' ' ' ' ' ' . ' .................. , .,-- I ' ' ' ' ' u • : :. ' - • .J •w : t '<( : a: •O : D. 'a: :o •U' • ' ' ' \9' ' ' · ' • • ' '' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ! • ' " . ., . ... ........................J • ' ' ' • • I N AREA MAP SCALE: 1" = 1000' GENERAL INFORMATION I • u Q - REVISIONS 8/13/2025 BID SET C202s Midwestern Engine,,rs. Inc. 802 We.st \:lroadwav Street P.O. Box 295 Loogootl'C. fo,fom, 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.AE. PROJECT NUMBER 2025033-00 02 02 OF FILE NUMBER 45092 16 I Do Not Use Plan Previews for Take Off
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