"� -�I C )"_ � �<nl .i :t: � ii:s � ---.. � s -1 :E 5 ATER SYSTE PROVE ENTS PROJECT ALNUT STREET AND U.S ■ 31 SOUTH MAYOR TERRY AMICK TOWN COUNCIL RICHEY BARTON, COUNCILMAN AT-LARGE TIM HALL, COUNCIL MEMBER RICK COZART, COUNCIL MEMBER KEVIN SMALLWOOD, COUNCIL MEMBER MARK NICHOLSON, COUNCIL MEMBER CLERK-TREASURER JAN HARDY REBID FOR THE sco COUN ' IN. SEPTEMBER, 2025 WATER TREATMENT PLANT OPERATOR TODD CARTER ATTORNEY JOSHUA A. STIGDON SCOTTSBURG, INDIANA PROJECT LOCATION arksville McKinley CR rues ehk Valley Plattsburg 1 J J�k..CfJII KOSSUlM Wasllfn91on Sum Fiiftlf dley ...___-....I WASHINGTON Hitchcock • ltle< CF irsehei�n g �� �m Salem� 56 " Mill 135 ' delphia Bennettsvllle _, Starlight Ivy T ----Saint ancock u-....._ _--\;�-,.. Joseph Chapel on Mansion burg Central Bradfor G -- St. Hi,t. Site 111 ree () x Barren W a,�-�11 3•6 Ramsey Byrneville - 1 ' 'l' l' Bridgeport ' S/lenmw / ntoo Bridge Stet& P� Marysville .+ New Washington NMeawr k e t .( l � aynesville \ ::3, L-----\ Bethlehem ee r l a le g y e -..._ iddleFishveilrlse NOTTO SCALE BID SET ---.. < 0 t -a I g (01'--;============================================================:;-;:===============================::;-;:===================================::::;-;::========�;:::====�==============;-;==========;-1 :c - <081 � :;i �� 1,,,,1111111,,,,. COPYRIGHT © 2025 Midwestern Engineers, Inc. � i,.. § � QuaUty Engineering Services Since 1959 �'\'\\ \l, S Ut,;,, ,,,,,, - a�� M"d t E • 1 ?1' ,,� :-'/· ,����\STER1: �•/• \ PROJECT NUMBER ; ·� 1 wes er� ng1neers, nc. PLANS CERTIFIED BY:__ _,_.{£"':_._.L -,..,.lh.��c� ',-,- cc,--------.c,/8 ;-',13',;/i" 20=2�5- s� .. N () ----e. 2025033-00 � � MARKM. SULLIVAN DATE � 0. : £ � 6809 Corporate Drive, 802 West Broadway St., P.O. Box 295 REGISlERED ENGINEER o. PE920059 STAlE OF INDIANA 5 � PE92QQ59 .:: § w � · �, Indianapolis, lN 46278 Loogootee, IN 47553 i. � O STATE OF 1� i .. Ph: 317-334-0262 Ph: 812-295-2800 QUALITY CONTROL ..., � � g ;l Website: midwesremcng.com f'a,:: 812-295-280\ Email, mcinc@mid\\·cs,emcng.com REVIEWER: B 13 2025 '�$' 1lfDIA1'.. .... �'l FILE NUMBER 1 � Consultants Civil Mechanical Electrical DA TE �, ,,,I/ONA\.\: �,, (i 1 01 OF 16 -E cS 111111111111'! 113 2025 45093 0 ml '-;;;;;; ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,.!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;::;;;:::.!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,,.;:;;;;;;;;;;;;;;;;;;��;,,.;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:J <cDo Not Use Plan Previews for Take Off
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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_, = '.':'. I ,, :: ...,, ,, � r;i Q :t 0. 9' ___...;,..--, �-----� FUTURE 36" STORM PIPE BY OTHERS. DEPTH UNKNOWN NUMBER 590 585 575 570 8"x6" MJ RED. 565 8" 90° BEND 560 555 � HOT TAP COf'NECTION f rn: : , ! 1�1 ! z lr1 i i i ! TO EXISTINd WATER MAIN REQUIRED �EF. TO DETAIL No SON SHT1 15. I I' "I cl ii!;; ,:;I ,I .I .I l ffii WI Ii"' ())I Q}I njl '-I I I I I Vll it{I) Ull Vl l vi i i % 1 1 I I I I I / : I I I 7 5' FUTURE 36" STORM PIPE BY OTHERS. DEPTH UNKNOWN 6"ACW .0 z;::�----� � f2 8" WATER MAIN [o <( ,i II n II II 11 60 lf. 18' STL CASING PIP[ INSTALLED SY SORE ANO JACK METHOD 20' .--�---� 8" PIPE (SEE SPEC'S) PROPOSED 20'x1 O' BORE PIT -0 awoc zz oc z z 0 a woc zz 8" PIPE 3 8" WATER MAIN PIPE INSTALLED BY DIRECTIONAL DRILLING METHOD 0bw oc z z wz LINE 1" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" = 5' z z LEGEND RN KXX� I I I (#J 0 0 TI 0 w' INDICATES EXISTING PIPE TO BE ABANDONED IN PLACE INDICATES EXISTING PIPE TO BE REMOVED INDICATES COMPACTED BORROW FILL REQUIRED ...;1 "'' INDICATES WHERE COMPACTED GRANULAR BACKFILL IS REQUIRED 0 • � •rn " wx 0 .W 0a oc z z z 8" PIPE 0 oc z z 5 (APP R/W) b0 w o z c z > oww c z 5 I 6141 :,�-----S I I I I eL-- -__ \,-_ - - -- N ', + I LO I I I W. WALNUT ST. -LINE 1 (STATIONING BASELINE) 0 N + LO (f/-) w z I u f- <( 2 @) 590 585 580 575 570 565 560 555 LINE 1 - STA. 0+00 TO 5+20 PLAN AND PROFILE REVISIONS 8/13/2025 -.� :; ·25, .. " u : � 9 �� N ,, 00 BID SET 0Mid2w02e5si�m Engineers. Inc. 8PU0. Ol 2o . gWBo ooe ts. ,ct c1B. 9rI5on addi awn aay4 S7 t5r 5e 3< : I DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2025033-00 04 04 OF FIL.£ NUMBER 45090 16 I Do Not Use Plan Previews for Take Off
' \ \ \ 1 I 5 7/2 -D0a5w- 1s9o- n4 ,1R0 -a0y7 &2 . 0L 0i n0d- a0 0 8 ----N+ 0 LO -----e?-----F ====== 5,===== 5 590 585 580 575 570 565 560 555 (f) _J ::Go I <( s wz BReel lae d, , J oA sn et opnh i aWLayynnn _ e aanndd R e s R e e rv a i n d, g P U a f t e r i c E i a s t a A t . e t o 72-05-19-410-073.000-008 I 614 I 8" PIPE (WS .T WA TAI OL NNU! 4 'W ""' "'',;-"" ------------ ~1 I fil JI I I I 6 uw00 uu 0 0 w ' : D --.�-�i - • C 0 ": zz sJ "' 9 ' w0 0 uu 0 0 w 0 u g uu 0 0 w : I I I I I I I 7 : -,=;! ...:: EXISTING PROF!LEJGRADE r.n1 fill l "'O I I i §I : I I I :c r I I ffj v:ii fr/ C3 I -------1:=:-- I ____ I - -------- ---------� 0" wo z c z ' ________ _,_ C3 // �"'��2������� ��'t-'t-"-.�����"'�'i'.'���� N 0 LINE "1" - STA. 5+20 to STA. 10+85 SCALE: 1" = 20' • � 0 ro .'.i' I I I 8 W( S.TWA TAI LONNUI NT GS TB.A-SLEI NL IEN E1 } -�I o, _, ----------------- Know what's below Call before you dig. 9 I I I T I I I I I I I Ci., "1. I I I I I I I I ' ,.;I V), I 1,1\,. \ /1 V ._ \ '@} Smith, Eric 72-05-19-320-121.000-008 ) (ASPHALT) :,,__¥.""-"�"�'t-'t-"-.�� ::,.__ � ------------- I NUMBER �� _ 8" P!PE ______ ®----@D --- ITEM ¾ PP R R " O O S P P A O O D S S D E E LE D D ¾ S 8" E" P R S I V P E I E R C V E W I C C A E O T E N L R I N N E ME C , A T PIN I E O RNPLANS C8 "OxN8N" ExC6T" IMO.NJ . TTOE EE XwI lSGT ILNAGN DS EI RSVOILCTE A S S H O W N 1 C P " R O O O N R P N O 2 E " S C S E T A D IO D 6 N D " L T D E O .I S . E P E X I R P IS V E T I CI NEGC6O" NPNI PEEC TRIEOQNU(IVREERDI F Y S I Z E ) PROPOSED 1" OR 2" SERVICE LINE (VERIFY SIZE) ED XRIISVTEI NRGE PVAAI LRVREETQOU BI REEPDE RS ME EA NMEI SNCT EL YL LCALNOESOEUDS D E T A I L S EWXAI ST TE IRN GS EHRYVDI CR EA NP TU ST HO RB EE QRUEI MR EO DV E D 10 • 00 X w I I I I I I I ' I NUMBER A AA 2 3 1 B1 B2 C1 C C 2 3 D E F F 2 1 H G 1 H J 2 K M L . I I ~, � I , I I I I 8 " x 86"" xM6 "J M9 0J "TBEEENWD I, T6H" T, 6A"PPP!IPNEG, VV AA LL VV EE BA ON XD TTOA PGPRI NAGD ES LREEEOV 'ED, .2 A1 � cl I i I I PLAN SHEET KEY ITEM AAsspphhaalltt RPoaridvate Drive / Parking Lot S SAt t s o o p n n h e e a Plt D a Sr r i h k v o i e n u g Il d P L e u o r b t lic Alley Concrete Apron CCoonnccrreettee CDruivrbe (Chair Style) E EG x x ra i i s s s t t i i s n n gg LSgm. oSot ot hn We Ri r ei p -FRe an pc e LEaxrisgte. PDriiavmaceyterFTenrecee B- aWsoeod / Plastic M CEx u ei l t s v a t e i l n r P t g i P p M i e p e e E ta nl dGSueacr dtior ani l LEaxri sgtei nLgaCn dosnccar eptee ARreetaa i n i n g w a l l Existing Sewer Shown For Clarity I , ,I I wo 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 I J I I I I 590 585 580 --------------- ';f!;,7lc=cc1o=='f -----------�----:! � � E, [ EXISTING PROFILE GRADE � �: -��-- --------- ------�:l EXISTING PROFILE GRADE 575 w"0 oc 0 zz 8" PIPE LINE 1" - D I 8R"EWC TA ITOENRA ML ADIRNI LI NL SI NTGA LMLEETDH OB DY PROFILE VIEW SCALE Horiz. 1" = 20' Vert. 1" = 5' 0 b wo z c z z 0 b wo z c z z 0b w oc z z LEGEND � KXX� � -- �- EXISTING STORM PIPE BURIED w/i 18" OF SURFACE _ IBNED AI CBAATNEDSOENXEI SD TI INN GP LPAI CP EE - TO _ ITNOD IBCEART EESM OE XVIESDT I N G P I P E BI NODRI CRAOTWE SF ICL OL MR PE AQCUTI REEDD _ IGNRDAI CNAUTLEASR WB HA CE RK FE I LCLOI MS PRAECQTUEI DR E D wo z c : � :i:B z > s oc WW zw EXISTING WATER MAIN TO REMAIN IN SERVICE 0 WW zw 570 _J 565 560 555 LINE 1 - STA. 5+20 TO 10+85 PLAN AND PROFILE REVISIONS 8/13/2025 BID SET (C 2025 11-fa!wcstem Enginec,,-,;. Inc. 802 West Broadwav S1rert P.O. Bo.� 295 Loogootee. lndi,,na 47553 DAT£ D A E U SI GGN 2025 DMRA.MWN.S. D.AP. Q.C. CHECK P WRO .AJE .E CT . NUMBER 2025033-00 05 05 OF 16 I _ Fll.£ NUMBER 45089 I Do Not Use Plan Previews for Take Off
I 7 \ , \ / '- ...,.., �1) � L_T J � @ -- _), 7/ (ASPHALTJ 1'5 -----"'------ -===,;========== ===--== --- @ -- \ I I J �- I / \i HOT TAP CONNECTION -f 3:l\ \ @: \ / : --�, : 1 } 1 11.1 � :: � � : ,.._r.-.fl '·':'1.t">A. I I I I fiol I C " : 1 T O EXISTING WATER MAIN 1 --.J. 1 1 \ i 1: ' � /, I ' / �: 'LUI: 11 ;B � 1 1 w 1 u I l'!,:,-�...,----1!1 8_j \ .- t I I •�� I V • __ / 1 :1 REQUIRED.REF TO DETAIL 8"WATER MAIN PIPE INSTALLED BY l 11 \ 1 � \ 1 t;e2"j�.�, _,..,...�,..."""�""'"""�-ee='°"""'""'""'"""""'�� i I !11 1 1 1 \ .. . --,. - 1 ' - -< I � ", d '.._ - - -f ' ! @) i N o .4 ON � HT ; 4 L \ "� _,DIREC � IONAL DRILLIN G METH OD \ \i � � j ' i' j / (�, ,u:,, PLAN SHE l�::EY " J j " � ' � � 11 11 � / \ I I � \ I I A R I i q. o.l , , '" ,µ 't , 1 1 1 1 1 1 \ I t \ ,, A1 sphalt oad ! ! 13�� / •�55 ; � I j335j �t lL=--� \ _ __,':J \: : I � :i <"--- '/1�1 1 _1 __ i _2+-- 8 --'., 1 \ \1 1 � / 1�-,\ i�ttg�: 1T9h�;t•:3 t0��to: \1 :1 ! A2 Asphalt PrivateDrive/Parkinglot '-'="'-="',,b,=,,k=a;JI I / , . --- 1 1 I {3j ;c==c, -� - ,J < /t.:: . ';'-"::..J I I � 1 . gi � A3 Asphalt Shoulder llr I I I I I i i I I I J UJ \ ..., Gnffin, Tyler P & Leah o I ,,,,......_,_ I W' 11 � j 1P===i"=====¥�e- i{- - ---- , t \ L 72_ 05 _ 19 320_122.000� 1 / �-,, _ ,/ o mann, Stephen & Kimberly J. Tam Amgad Ahamad Al and Patton, Tfa •I Patton, Joe..and.Bessle__ _ _J 1 1 rr=========="=� ___ .J I \ WATER IM B1 Stone Parking Lot r0 .,.. 72-05-19-320-099 .000-008 Altashy Thahabah Mutaher I 72_05_19_320_097_ 000_008 - \ t 1 Blevins, Larry and Marcia 1 1 Connins. Roland & Gayles. \ PROVEMENTS KEY \ / 72-p5"'19:320-096 00q-008 I I Ull ' I �- r-,-------------...:_-=...:_---�---1 ( 1 i, 1 1 l 72-, 05-19-320-098.000-008 1 : ' : , I i 1 : 13 1 1 72-05-19-320-061 .000-008 _11a = ne,dC:W�ilk�i�ns;:s . o � n � , � Je � n � n,e if � er�Jtw�ro=11 s 1 , ,, _ u .,, MB , ' - ' +- ____________:_ IT .:..= Ec:: M ::._________ __J B2 Stone Drive / Public Alley I ( ' 1 72-05-19-320-061 000-008 , '-�r i I �\\ / / I i I ! I I I!! ���:���� :�::,�:�:::�;��ON ��=�=2's- 1�_--l+_-_-��:���:_;-:�:_:---�� P-r_i��:�n������������������ _j f' �]l �---__j ----/ m I PROPOSED¾"SERVICE LINE, PER PLANS C3 Concrete Curb (Chair Style) I ii !l j I & f & ( 1 f; 1 ! f CONNECTION TO EXISTING SERVICE AS SHOWN D Gcass j OCl'l �� w ! J 8 £ � I 1 / f. .m 8"x 8" x 6'' M.J TEE w/GLAND I BOLT E Existing Lg. Stone Rip-Rap "O �8, � � vi (f) � (/) ' g. � ._________.:.,.____ .a,._,�,---..1!,\il...--.JL___ ,:.:;;li,111:;:z. Ji� � I ]__·------'�'------ ] { i � PROPOSED 6" D.I. PIPE F1 Existing Smooth Wire Fence ------'---------''--'w----'w"------------"' CONNECTION TO EXISTING 6" PIPE REQUIRED F2 Exist. Privacy Fence- Wood I Piastre 11 585 580 575 570 565 560 555 550 ,' ' ' ' ' ' ' 8" PIPE 0 iil z o z c •00 j wx I ' ' 00 j wx I I I 'I T ' ' +,- 1..C1 I 1 ©1 .!I \/ll '' ' ,, " 12 : ! EXISTING!PROFILE GRADE 0 a w oc zz > ocw 00 w � z 1 0 a W. oc zz ' � ' . ' a: ' 0 I ' § 1" "aJ 0 ' ± I ----- -------- 0 a w � .z z N 0 13 0 iil oc zz LINE "1" - STA. 10+85 to STA. 16+25 SCALE: 1" = 20' z LINE 1" , , , , , , /I / �i C' . :22 1 , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' C D C y C � • 0 14 W( S .T WA TAI OL NNUI NTGS TB.A-SLEI NL IEN E1 } ----------------- CONNECTION TO EXISTING 6" WATER MAI N REQUIRED 8" PIPE 8"WATER MAIN PIPE INSTALLED BY DIRECTI ONAL DRILLING METHOD LEGEND � KXX� INDICATES EXISTING PIPE TO BE ABANDONED I N PLACE I NDICATES EXISTING PIPE T O BE REMOVED I NDICATES COMPACTED BORROW FILL REQUIRED Know what's below Call before you dig. 0 iil - o zz c ww>oc I NDICATES WHERE COMPACTED GRA NULAR BACKFILL IS REQUIRED z PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" = 5' 1 ' 11 ffi] _JI I .:"I� 1 = � I D 4 aw z o z c 0 1" OR 2" SADDLE SERVICE CONNECTION (VERIFY SIZE) G Large Diameter Tree Base PROPOSED 1" OR 2" SERVICE LINE (VERIFY SIZE) H1 Culvert Pipe DRIVE REPAIR REQUIRED.SEE MISCELLANEOUS DETAILS H2 Metal Pipe End Section EXISTING VALVE TO BE PERMANENTLY CLOSED J Exist Metal Guardrail WATER SERVICE PUSH REQUIRED K Large Landscape Area EXISTING HYDRANT TO BE REMOVED L Exist Concrete Retaining wall 16 M Existing Sewer Shown For Clarity "w •1 Cl ·i: m: D T d1' : B2 r 0 0 a a w w oc oc z z. z > z > wo w �c wo w � c �z �z EXISTING PROFILE GRADE 0 w, '' ' ' I I II ,, ,, ,, f '.:2: 585 580 575 ' vii 570 565 560 555 550 LINE 1 - STA. 10+85 TO 16+15 PLAN AND PROFILE REVISIONS 8/13/2025 BID SET C 2025 Midwestern Engineers. Inc 8PL o0. Oo2 .gWBo oeo lsxct c2B. 9rl5on . <1 ldi awn :ai v� S7 i5r 5" 3< ' l OAJI AUG 2025 DESIGN M.M.S. DDR .AAW .NP . Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 06 06 OF 16 I AL£ NUMBER _ 45088 Do Not Use Plan Previews for Take Off
.0 :::: .,.; - � t Q � ,. 585 580 575 570 565 560 555 550 '/ I I I I I I I I I \ I I I I I I I I I I I I 1 / I I / y " � g !// I � � A �j (-§r 5 i c.=r- �_ �� ) ) Amie, David & Dar1 ene �' j_/ / 72-0,5-19-320-038 000-008 �- 1 ( N E WT O5 ½M"I SF CI REEL LHAYNDEROAUNST . D ER TEAF IEL RS / 1 i /�I I (GARAGE) I I © 16 I wr0 INV. 573.0'± -----. � • -� t � !5 _,'.ll C • "' w I I IIIIII I I I .J1 Ill, -cdl q, illl ,: C • � C • , w'I I I I I I I I I I wr0 1 l I I 0: ®1� \ 7 2 _ - , 0 5S-t1e9v e- 3n2s0, -J0u3s9t.i n0 0A0 - 0 0 8 I • E 0 17 I .-EXISTING PROFILE GRADE C • • " �� � u w •" C E • c. " OU U, C "' vi't' I �', - t$ ug � u Mc ul� 'w : 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 I I I I "I LI I I I I I I I III III II I I I I I I I I I I I I I I I I ---- I I UJ "' -fi}----- . l\'"' • " " � E � 0 8" �> ��" u w (GARAGE)\ N I I \ I '--- -/ R <o � • " • C 2 u C w C C � e •" � \ • u C C 2 "' u u u C C w w I I I I I c§ I , a'f I 0� \ I �E ' I ' '--../ I -�!�WfO I 0LINE "1" - STA. 16+25 to STA. 19+25 SCALE: 1" -20' • • �u 0 u� C w ' 18 19 I ' , I I I Z I I I ,,, ,,, . , , I l I ,,,-" ,, , -" I : 1 : I I : t I I(/ 1 1 I I I / l I \II II( I I / I 11 I I I 'I I I I I I I LI 1 , I I [ I 11 1 r I ©I I I I I I Ill I </J ti I I II Iii I I 1 1 I I I Iii 1 i 11 I I I 111 I I Ii I ' j I i,1 I I t 1 I I I I Iii I I I I : I I 11 I I I I I ! : II I I I I I I I II 1 , I I l I ! I ll I I I I I I I II t I I I I I II l I ! i I I I !!i I ------------------- I --j,�777ef71/,7 -------------- c.o l . I INV. 565.8'± � - i & ; EXISTING SEWER CROSSING 1-- �_J" ' I c=E/)-.::s-- , 1§ LL z _J I u z- 8" PIPE 8 " WDAI RTEECRTMI OANI NA LP IDPRE I LI NL ISNTGA LMLEETDH OB DY �-/2\ //� /2\- 0 0 w w oc oc z - > > oc oc w"' " � M 3 s wz z 4 • / , . O NEW SEWER SEPARATION REQUIRED JJ \_ EX. 8" N/S � (REF. TO MISCELLANEOUS DETAILS) INV. 558.7'± i z I I z R I > C oc w 0 C � C � � - � "- s • z LINE 1" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" = 5' 8" PIPE I -: I I I I I I I r I I 1 I ±U U - \ \T Ca -7 --- I " . L ,P I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I II I •"I \ I \ I \ i l 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 I I I I ' E. Walnut Street (ASPHALT) \ ' ' --- ,___::i.., L-""'"'--� Know what's below Call before you dig. NUMBER PLAN SHEET KEY NUMBER ITEM A1 Asphalt Road A2 Asphalt Private Drive / Parking Lot A3 Asphalt Shoulder B1 Stone Parking Lot B2 Stone Drive I Public Alley C1 Concrete Apron C2 Concrete Drive C3 Concrete Curb (Chair Style) D Grass E Existing Lg. Stone Rip-Rap F1 Existing Smooth Wire Fence F2 Exist. Privacy Fence - Wood / Plastic G Large Diameter Tree Base H1 Culvert Pipe H2 Metal Pipe End Section J Exist. Metal Guardrail K Large Landscape Area L Exist. Concrete Retaining wall M Existing Sewer Shown For Clarity WATERIMPROVEMENTS KEY ITEM ¾ P P R R " O O S P P A O O D S S D E E LE D D ¾ S 8" E " P R SI V P E I E R C V E W I C C A E O T E N L R I N N E ME C , A T PIN I E O RNPLANS C8 "OxN8N" Ex C6T" IMO.NJ . TTOE EE XwI /SGT LI NAGN DS EI RBVOILCTE A S S H O W N PCROONPNOESCETDIO6N" TDO.I.EPXIPISETING 6" PIPE REQ'D 1P"ROORP O2 "SSEADD1D" LOERS2E" RSVEI CR EV I CC OE NL NI NEEC (TVI EORNI F( VYESRI ZI FEY) S I Z E ) ED XRIISVTEI NRGE PVAAI LRVRE ETQO' DB. ES EPEE RMMI SACNEELNLTALNYE COLUOSSDETDL S . E WW X A A IS T T E T E I R R N G M SE A H R I Y N V D I P C R U E A S N PH T U R S T E H O Q R B U E E IR Q R E U E D I M R OED V ED LEGEND � KXX� - -· - - IBNED AI CBAATNEDSOENXEI SD TI INN GP LPAI CP EE T O ITNOD IBCEA RT EESM OE XVIESDT I N G P I P E IBNODRI CRAOTWE SF I CL LO MR EP QA CU TI REEDD IGNRDAI CNAUTLEASR WB AH CE KR FEI LCLOI MS PRAECQTUEI RD E D 585 580 575 565 560 555 550 LINE 1 - STA. 16+15 TO19+25 PLAN AND PROFILE REVISIONS 8/13/2025 BID SET CPM8 0. Oi 2d1. w0WB2< !oes. > sxl �l 2mB9r5Eo Jndgwi naeye rSs t. r Ienect Loogootee. lndi�na 47553 DATE AUG 2025 DESIGN M.M.S DRAWN D.AP a.c. CHECK W.A.E. PROJECT NUMBER 2025033-00 07 07 OF 1 6 I FllE NUMBER I 45087 Do Not Use Plan Previews for Take Off
�El i\.},tl"'Ht\iU) D1 ,T,r: o.,n. 10; I ., � Author: AJONES, Plot Date: 9/3012025 8:08 AM Path: Z:ICAO_INCOMPLETE\2025033-00_SCOTTSBURG_WSI_WALNUT ST. -US. 31 S\025_PROOUCTION OWG\08_LINE 2.0WG r - zm N 0 � � - z G) ;:,;;; m-< � ... !ii' (JHD 0 t;l co m 0 co m z r-- z m •• I\) • I 0 :c - "' z � G) � " 0 q 0 00 " m -< N ;g� 0 �)> N m u, n C'l 0 '-'. "' z "' !ii' I � 0 0 • W.LOVERS LANE • I - • ! a. I\ ---'!'I\. ,. �b, � :r �\ � ..... CURTSINGER RD. � • � =o=o- � . -� -- � � = � . - r � � (Q) � - � g ----- ... ..__ w . ., -" �---1: I \ \ \ • .... � \ . - C. 'Cf) ' . � -� \�\I •. , \ 0 \ 'S -:s: -· ,._\ \ \ \ cl ;;o 0 cl 0 rn m -< 0 0, ;o - m :§: 0 )> -I -I \ \ \. \ \ \ \�,\t •.' \ .. \ I ' \ \ \ \ \ \ \' \ I I \ I I \ I � ; \ \ ' I f" i;\ I' I I \ __ ,\ I -- i '"\ _j .. ••\ '• I .J • i 1· ,I . I I I l I I'- I I I I I f. I I I I I I . I I I . l I I - o m � 1z ;;o I I --·-1-1-; --r r1 I � .... ' . ' )> ; : ,--)> ,. ,oz ;;o -cl I , - ,--cl z m I Gl -' ;;:�\ I � )> \ I,--' I 0 r;:; ·, 00 1 I 11 ' ) ' . I �, . . r 1 +� ' I ... I I I , I I I I I •i I i I //J� I' I l, I I I l I I I I \ ( I t , I I r,�I .. \:.:j � I . . ,_-. . � / /i -·-I / I I /� ta If ' I\ I -II I I I I I I I I I ' ,.___.. ' l l __ r.._l I Po 0, . :,, n· "7J m· R 5/ 0 1 "" "' "" z. Ul r l}l C 01 ,,. i5 G) z N 0 N u, 0 /Q • 1 8b8fOI "'. _,_., 8 ro:.= :E o ;;!2:g:e_t: � t-> e; r. 5'�2 3 � 5.f ::, :E -· "' " ::, ,. '"' :: � ;C" � �:;. • C � . --;,;,:-: OJCJ en �.\:'. N 0 N � FAIRGROUND RD. :\,,,,111111,,,,,. ,� ---�,� [7 f I I J I I I I I I '· I :• 1�, ' I(/) I . I I W I· 1 ... 1 I � (/) 10 1C , 1 -I ·I --+r l14 ___ .. ._.,_., •I •• - "" '/!I,,, ,\: :'6 6 • 1, ,, ,. ::0 � �4>�<) z ""A � WATER SYSTEMS IMPROVEMENTS PROJECT �� /0!:! "' "1 ';, -9<$ � \ §? WALNUT STREET and U.S. 31 SOUTH -o .... m---(/j = z -c; "' m • :: FOR THE :,. ► rn g -icn: �-,. u,v�� ., • W.LOVERS LANE • • - .. - • .. ' �7 Quality Engineering Scr,:kcs Since 1959 Midwestern Engineers, Inc. 0800 Co.porn« Dm,, � w, W,s.S,o,,.,,.,, s,, <' 0 "'" ,o; lndiar1'1polis, IN 46278 Loogootee, IN 47553 Ph: 317-334-0262 Ph: 812-2%-2800 \�'chsuc: mid,ws1,·meng.com Fa.s: 812 29S 2801 P.m,ail: me,nc(alnudwestcn1e11g.eom �B \�. 1, '" s Ai£/CITY OF SCOTTSBURG, "� "' m ,'<'�$ SCOTT COUNTY, INDIANA -,,,,,,."'IR • �,, ,�� Consultants Civil Mechanic.t1 Electrical .,,,,,,,,,111\t\\: Do Not Use Plan Previews for Take Off
CONNECTION POINT No.1 REMOVE EXISTING 90° BEND AND INSTALL NEW 8" 0.1 PIPE. REF. MISCELLANEOUS DETAIL No.1 ON SHT. 16 ' ' ' 12"W =====---1 �------'==='---� I• ------7--- PERMANENTLY CLOSE STATIONING BASELINE \ / / / BEGIN BASE LINE STATIONING 1 ' ' I ' •-a- / ••• c DRIVE REPAIR REQ'D SEE MISCELLANEOUS DTLS. EXISTING VALVE TO BE PERMANENTLY CLOSED WATER SERVICE PUSH REQUIRED EXISTING HYDRANT TO BE REMOVED WATER MAIN PUSH REQUIRED 0 580 • • • • • 1 - MAINLINE PUSH REQUIRED ro1ROPOSED CONNECTION POINT No.1 575 565 560 555 550 545 - ""- = = ..ac ca; ""-- ""-."c._� C �-- -1}_ 1 ! - t--::_- ---- I � � -=-----=----- - -- 1 RC EOFN. NTEOCDT ETTOA IELX1I SOTNI NSGHWT A1T6E R M A I N B Y 1D8I "R SE TCLT. I OC NA SA ILNDGRPI LI PL EI N IGN SMTEATLHL OE DD J [8" WATER MAIN CARRIER PIPE I I \ IF2 G H1 H2 J K L Exist. Privacy Fence - Wood / Plastic Large Diameter Tree Base Culvert Pipe Metal Pipe End Section Exist. Metal Guardrail Large Landscape Area 2 Exist. Concrete Retaining wall H H-E--+-------=------ M Existing Sewer Shown For Clanty ,_EXISTING PROFILE GRADE CL U.S. 31 - LINE 2 ' 'I ' " , I I I �. I I 3 I ------ -- __ e_ (STATIONING BASELINE) r EXISTING PROFILE GRADE ' - 8" WATER MAIN PIPE INSTALLED U BY DIRECTIONAL DRILLING METHOD --- ' 1----L..- I I I � '� ' ' . ' /4',._ ' • I m 0 0 w� zz0 u �w� LINE 2" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" - 5' LEGEND KSSj KXX� _ IBNED AI CBAATNEDSOENXEI DS TI INN GP LPAI CP EE T O INDICATES EXISTING PIPE -TO BE REMOVED 1'7/mffij _ � IBNODRI CRAOTWE SF ICL OL MR EP QA CU TI REEDD , 11 -_ IGNRDAI CNAUTLEASR WB AHCE KR FEI LCLOI SM PRAECQTUEI RD E D 0 I I ' , I I I "I �. I I 4 I' I I I .::1 •' WI : 0 /]{ 0 ' ' I .::I I I I IwDI , ! ' ' 'I I I T ' ' I r T 4 ' I I I I cl., WI : I I I I _, 'I I I .J_ I 5 4 � Ii!, D 'C • I. • Know what's below Call before you dig. +50 �1 .§, -¾ - ----- = - I @---------- _, H 0 L!) 18" PIPE + L!) .,_,; U) w z _J ; .L () f <( 2 580 575 570 565 560 555 550 545 LINE 2 - STA. 0+00 TO 5+50 PLAN AND PROFILE • u t:: � REVISIONS 8/13/2025 BID SET 02025 Mi<iwe�t�m Engine,%. Inc. 802 Wt'Sl Broadwuv Streel P.O. !lox 295 Looguo,ec. lnrliJna 47553 DATE -------- AUG 2025 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2025033-00 09 09 16 I FILE NUMBER I _ 45085 _ i---- Do Not Use Plan Previews for Take Off
I I / /8\ /9\ 575 570 565 560 555 550 I l 6 00 ' , , , 8" WATER MAIN PIPE INSTALLED BY DIRECTIONAL DRILLING METHOD , , , , , , , , , , 1" OR 2" SADDLE SERVICE CONNECTION (VERIFY SIZE) PROPOSED 1" OR 2" SERVICE LINE (VERIFY SIZE) DRIVE REPAIR REQ'D SEE MISCELLANEOUS DTLS. EXISTING VALVE TO BE PERMANENTLY CLOSED WATER SERVICE PUSH REQUIRED EXISTING HYDRANT TO BE REMOVED WATER MAIN PUSH REQUIRED +50 I 6 ' I 7 D E F1 F2 G H1 H2 X K L M Grass Existing Lg Stone Rip-Rap Existing Smooth Wire Fence Exist.Privacy Fence - Wood / Plastic Large Diameter Tree Base Culvert Pipe Metal Pipe End Section ' Large Landscape Area Exist. Concrete Retaining wall Existing Sewer Shown For Clarity LINE "2" - STA. 5+50 to STA. 11+25 SCALE: 1" = 20' 9 : 'I X w i e u £ ' w' ' ' ' ' z � 0 ,. I w" C w z 11 I ' ·'• , I • Know what's below Call before you dig. +25 I 575 ' I I I I I I I I I ' I ' I EXISTING PROFILE GRADE - 0 LO + 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 --'1 ,, I cl WI m, I I I c• Wm I 1 ' I I cl Wm I 1 I Lfi ·�j 1 1 i PROPOSED 5½" FIRE HYDRANT : : 0 1 j v i : I REFER TO MISCELLANEOUS DETAILS j\' 1 .JI I CL.U.S.31-LINE2 .� I 1 1 Ex1sT1NGPR0 Fi EGRADE .@ ar l 1sTAT10N1NGBASELINE J� _ 1� _ -: l B2 � i . .,� � j � '- I (/) -----tw z ..J I il i ' ' ' 0 : I 18" PIPE 2 � - -i r -- - - (___L_,____ .-" __,_ I.ii '-INV. 55� 0'± 8" WATER MAIN PIPE INSTALLED EXISTING SANITARY SEWER - BY DIRECTIONAL DRILLING METHOD SEWER SHOWN FOR CLARITY, VERIFY INVERTS � O O O O □ 0 0 LEGEND wO o w 1- w 0 1-00:::w �----;�wus::o::: IC owZ � 0Z c? (Q 0::: 0::: 0 .><oo> oou.u.I 570 565 . .,-- ;:: (/) 560 A '" �\, ----flJZl¾-+-----1 ..J I u <( :a: 555 550 �0 g g g � g g � ���: _I NDICATES EXISTING PIPE TO - - - - - - - L_��� BE ABANDONED IN PLACE 545 54 5 � � � � i l � � 1/ X X ">1---'-IN=Dc:IC='A-'-T'-E ecSe,-, Ecc Xo,l :CS'- T"IN,.,G�P-'-IPc.=E ____+------t l-�:'..=�::'...-J------- - - ------l0 f-----------------------------£-v ---------------iv 3-- - ---------- - -----------1u3--------------------- - ----iu3------------------- --itu----------'&-v------'&-ui• �:'.2,.2_':,../j TO BE REMOVED <r ' > > � > 5'. � 540 �w � W � � � � � v /////// /j _INDICATES COMPACTED u, u, ,,, u, � BORROW FILL REQUIRED (/) � � � � � � � INDICATES WHERE COMPACTED � S � S S � � � ---GRANULAR BACKFILL IS REQUIRED � � z � � z z z LINE 2" - PROFILE VIEW 540 SCALE: H V o e ri r z t . . 1 1 " " = 2 5 0 ' ' LINE 2 - STA. 5+50 TO 11+25 PLAN AND PROFILE • u t:: - � '-� - ·2" ; ' C -5 REVISIONS 8/13/2025 � c.;- R, :E N � X l: BID SET C8M0i2dWwW2ee5sst et rBn r En :no dgwi n"eye rSs t. r ,I:nect . P.O. Box 295 LoogO<Jlc>e. Indiana 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 10 10 _ 16 I Flt.I NUMBER I . 45084 . Do Not Use Plan Previews for Take Off
\:? Q - -\ -� - , a I u .. � � - Cl O �l 0• 0 N w z - � . � 0 z0 e u 0 0 0 " m' " '" j ' wr 0 z " � •, " 0 w w ,o<� □ i i ;,; m g §� � !!� du'. 15> co .u Wz w-z ' o□ �· <.:N� 0 .. -E :5 0 0 <o 575 570 55c; 560 555 550 545 540 " w I I I I I " .I I %, Ll4'v o-73\ _J / I (_ f- , 0 a w" zz 0 zw 12 I wx : I I I I Cw l , W 1 I I I I I CL.U.S. 31 -LINE 2 1 / (STATIONING BASELINE) i J_ -i w I I I I I I I I I I .I I ·c:• I 01 i ;k _J i 82 I TI -:;: -,- I 4 - I I I I I I I I J+ -- M. 0 a w" z C w I I � EXISTING PROFILEiGRADE I "' 0 "" C "' b ' ITT 8" PIPE I /4' I II I .... I I I I I II I I I ' Ii!, 0 iil" zz0 /3\ 13 8" WATER MAIN PIPE INSTALLED _ BY DIRECTIONAL DRILLING METHOD ' I I I I I ., �I WI : , I I I I I I I I I 0 a w " z z0 z 14 LINE 2" • �c l I o, _j -g u®-g I I I I I I I � --t=:: 0 a w" zz 8 zsw I I I I I I I I PROFILE VIEW SCALE: Horiz. 1" 20' Vert. 1" 5' 15 � - I C iii � 2 � e u C C " 0 w u ' X I ':' I I I I I I I I I I I I I I " .I I . % 1 I ;.., I I I J K L M + II I I I I I A � 0 iil" zz ' 0 -'. Exist. Metal Guardrail Large Landscape Area Exist. Concrete Retaining wall Existing Sewer Shown For Clarity 16 I ,:::.- - wxI : -EXISTING PROFILE GRADE I I I I CL. U.S. 31 - LINE 2 i (STATIONING BASELINE) r--------... : . '\ I 10\ -- � 0 � .r-T - . ..- C <( - 8" PIPE A9 'i/iJ; '4-==4=-....;:.�:.,__--'Lf'._ __________7 (/)w z NAOLLTEPIPE CROSSINGS INVERTS AND UTILITY DOEF PPTRHOSPTOOS BE ED VWEARTI EF IRE DM APIRNI. ORRE TP OO RI NTSFTI ANLDLI AN TGI SO N TO ENGINEER. 0 a w" z i; u " w w � M zsw LEGEND [S\_� VXX/ � -- _J ,....- u f- <( � INDICATES EXISTING PlPE TO - BE ABANDONED IN PLACE ITNOD IBCEART EESM OE XVIESDT I N G P I P E INDICATES COMPACTED - BORROW FILL REQUIRED IGNRDAI CNAUTLEASR WB HA CE KR FEI LCLOI MS PRAECQTUEI DR E D • 575 570 565 560 555 550 545 540 LINE 2 - STA. 11+25 TO 17+00 PLAN AND PROFILE • ';i -; = :.., G ·c ' - -5 ?, ,.., ,, ::; " •� • } REVISIONS 8/1.3/2025 BID SET C 2025 Mirlwcsiern Engineer,;. Inc. 802 Wesl Broadway Stree1 P.O. Box 295 Loogool�e. Indinns 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2025033-00 11 11 1 6 I Fll.£ NUMBER _ 45083 I Do Not Use Plan Previews for Take Off
0 N z ' 9 0 0 0 0 "' " 9 w w 0 z !, o' "' 0 � \-, ,o ;1 c-.J <O gJ U) I Q ---- . a ma . -! o ' � g:::-l � ---- N a -" aN - �a �� 0 .. w .2! ti <! e- 'a , o" Q " . ..: �o :r ·O Wz w-z o' o< 70 <- ..:N 0 .. 5cS a .� I J ' I I I I I I I I I I I I I I I I I I ,1 It 1\I I I I I I I } 9l.l-1--1---·-+... � 8" PIPE 570 555 550 545 540 535 \ I I I \ 17 Ll.l z ....I � w I I / / / ( '.. 0 b "' zz 0 ' ' �o. :c8 ca �� ii 3 I I C •• s 1 E I " " , I w w EXISTING PROFILE GRADE 8" PIPE 18 WATER IMPROVEMENTS KEY ITEM PROPOSED 8" PIPE WATER MAIN ¾" SADDLE SERVICE CONNECTION PROPOSED¾" SERVICE LINE, PER PLANS CONNECTION TO EXISTING SERVICE AS SHOWN 8" x 8" x 6" M.J. TEE w/GLAND/BOLT PROPOSED 6" D.I. PIPE CONNECTION TO EXISTING 6" PIPE REQ'D 1" OR 2" SADDLE SERVICE CONNECTION (VERIFY SIZE) PROPOSED 1" OR 2" SERVICE LINE (VERIFY SIZE) DRIVE REPAIR REQ'D. SEE MISCELLANEOUS DTLS. EXISTING VALVE TO BE PERMANENTLY CLOSED WATER SERVICE PUSH REQUIRED EXISTING HYDRANT TO BE REMOVED 19 c r e z u < > "' 0 w I "' PRREOF EPRO ST EODM5I S¼C" EF ILRLEA NHEYODURSA NDTE T A I L S U.S.31 / Gardner St. 20 € !} l iii i;; inl ! LINE "2" - STA. 17+00 to STA. 22+80 SCALE: 1" = 20' 20 PROFILE U.S. 31 8" PIPE LINE 2" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" = 5' .. ft " !!i ::, l w 21 \ 2@ \ I co I , '{ \ > ' ·;:: a. •�JI \ '.') \ �,!i \ •rt ii, ' l�.(: f�:te 1 0. = ' i=� :'l' ' 8f =i'1ld!, _{iflil -�i j !!�§ B'!iu !�ii! - Fcmooi�� wwII)! 21 B8 "Y WDAI RTEECRTMI OANI NA LP IDPREI LI NL SI NTGA LMLEETDH O D Know what's below Call before you dig. 22 EXISTING PROFILE GRADE ITEM A1 Asphalt Road A2 Asphalt Private Drive/Parking Lot A3 Asphalt Shoulder B1 Stone Parking Lot B2 Stone Drive/Public Alley C1 Concrete Apron C2 Concrete Drive C3 Concrete Curb (Chair Style) D Grass E Existing Lg. Stone Rip-Rap F1 Existing Smooth Wire Fence F2 Exist. Privacy Fence - Wood/Plastic G Large Diameter Tree Base H1 Culvert Pipe H2 Metal Pipe End Section J Exist. Metal Guardrail K Large Landscape Area L Exist. Concrete Retaining wall M Existing Sewer Shown For Clarity " t � s � 0 +80 "' u "' u C u C 0 0 0 0 x 0 x w x ' 570 565 11 I I 11 / UlL� 1-±:_DEPTH UNKNOWN t (/) LEGEND '-.':) J (SHOWN FOR CLARITY) Ll.J " z 9 IBNED AI CBAATNEDSOENXEI DS TI INN GP LPAI CP EE T O ITNOD IBCEA RT EESM OE XVIESDT I N G P I P E BI NODRI CRAOTWE SF I CL LO MR EP QA CU TI REEDD ....I I 0 IGNRDAI CNAUTLEASR WB AH CE RK FE I LCLOI MS PRAECQTUEI DR E D 555 550 545 540 535 LINE 2 - STA. 17+00 TO 22+80 PLAN AND PROFILE REVISIONS 8/13/2025 BID SET C 2025 /1-lidwcslern Engine.:rs. Inc. 802 \Ve5t Broa,dway Street P.O. B"x 295 loog(}()!c>c•. lndi:,nn 4755J DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 1 2 12 16 I FllE NUf.lBER I 45082 Do Not Use Plan Previews for Take Off
0 N w z a' 0 z 0 0 0 o, � ,,; 0 ' w z !1 !," w "'� ,o <0 mW 0 ' Q - ·Oa9 = --, "" NM • Oo No ON MO - - �, .. .. w "' � � tu ,! ·�Oo � Q 0, "' a: 0 ·O X mz w-z o' o< �y t.:N 0 .. ££ , " <o 23 +80 570 tephanie SJ � 0-008 � IPE INSTALLED PT OR OCVOI DNEN EMCJ TT EE XE I SA TNIDN GM J6 "FWI T AT TI NEGRS 0 --- ------�--------- --------�--------------- BE ABANDONED IN PLACE CL U.S 31 - LINE 2 ====-=-'----:=-::, / (STATIONING BASELINE) �------� ;J 25 II ---- -------------------------------------- C( SLT. AUT. SI O N3 I1N-GL IBNA t .,..�;.�·-.. .�,.... �,...... ...� ... - I ....../,...._ -�- e - - -- - -- -------- --------------------O":o----------------------------------------------- --------------------------------- 24 w I � � � X >< X w w w 25 A3 NO�;-�-E,-�"-- -3-:--. _s_T_A_._2_2_+_8_0_t o_S_T_A_._2_a_+_o_o_ Call before you dig. 26 27 WATER IMPROVEMENTS ITEM ¾ PP R R " O O S P P A O O D S S D E E L D E D ¾ S 8" E " P R S I V P E I E R C V E W I C C A E O T E N L R I N N E ME C , A T PIN I E O RNPLANS C8 "OxN8N" Ex C6T" IMO NJ . TTOE EE XwI S/ GT ILNAGN DS /E RBVOILCTE A S S H O W N PCROONPNOESCETDIO6N" TDO.I.EPXIPISETING 6" PIPE REQ'D P1 "ROORP O2 "SSEADD1D" LOERS2E" RSVEI CR EV I CC EO NL INNEEC(TVI EORNI F( VYESRI ZI FEY) S I Z E ) DE XRIISVTEI NRGE PVAAI LRVREETQO' DB. ES EPEE RMMI SACNEELNLTALNYE COLUOSSDETDL S . E 6W " X A M IS T J E T C I R N A G SP E H A R Y N V D D IC R T E A H N PR T U U S T S H O T R B B E E L Q O R U C EI K M R R E O D E V Q EDU IRED � C " • • w � j;j � " � s > � "' ,i X w w " c z e � � " ► 0 ; I w w w I I 1 1 PROFILE U.S. 31 --o w I ' z ! EXISTING PROFILE GRADE ! �i I I I B1 B2 C1 C2 D E G F H1 H2 J K L M @ ---- ---------- ITEM AAsspphhaalltt RPoraivdate Drive/ Parking Lot SA tsopnhea Pl t aSr hk oi nugl dLeor t S C t o o n n c e r e D t e r i v A e p / r o P n u b l i c A l l e y GCoranscsrete Drive CExuilsvteinrtg PLgipeStone Rip-Rap Existing Tree I Pine EExxiisstt.. SPmrivoaoctyh WFeirnecFee-nWceood/ Plastic LEaxri sgte. ML aent adlsGc aupaer dAr ar ei la EExxiisstti.nCgoSnecwreeter SHheoawdnwaFlol r Clarity 570 I I L.., 565 a �:, mi m:, 13 -� 565 EXISTING PROFILE GRADE I I .;:1 CO 1 "-I CL U.S 31 - LINE 2 r----i----art--74 CL. U.S. 31 - LINE 2 >----7�-t' -------------t-------t,r--t------t' ----------- - - --------------------j------------------------!--- --- - - -- - -tt---t-t- - --fli-fr- -----;----1�1 s�T::_A:.!_T�IO :".N:'.'l':'.NG:::__:B::A '.'.: S'..: E.':L":IN'..: E:.!_IJ---t----7 I .. , , I I 560 555 550 545 540 535 {STATIONING BASELINE} l 10 I j 1 1 1 t ; _ __ - _ - _ - _ - : _ - _ - _ - _- - - �= = - --- 1-:_-:_-_----======== L -== �================ = == = Ji-=========-----------------------------1============== ___l_1_-------------- - --- (/) C I I 1 w z ...J I --- I <( ---- 8" PIPE3 0 a � z z >" w m � s w z "' -----------::-' 4 8" PIPE 0 0 a a w w � " z z z > > � " w w w m � s w w z z I I 4 ------ --------�------------ B8 "Y WDAI RTEECRTMI OANI NA LP IDPREI LI NL SI NTGA LMLEETDH O D LEGEND � 8" PIPE IBI NNEDD AII CCBAAATTNEEDSSOEENXXEII SDS TTI IINNN GPG L PPA II CPP EEE T O ITBNOOD RBI CRE AORTWEE MSF OI CL VOL EMRDEP QA CU TI RE ED D IGNRDAI CNAUTLEASR WB AH CE KR FEI LCLOI MS PRAECQTUEI RD E D --------------- 14 560 555 550 545 540 535 LINE 2" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert 1" = 5' LINE 2 - STA. 22+80 TO 28+00 PLAN AND PROFILE • - REVISIONS 8/13/2025 BID SET C 2025 Midwestern Engine>.:rs. Inc. 802 \Vt's! Brn,H.lw,iy .%-eel P.O. Box 29� LoogllUIN.'. lndi�IW 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2025033-00 13 13 16 I FllE NUMBER I 45081 Do Not Use Plan Previews for Take Off
0 a 0 w 0 0 m' a z 0 o' ;; ' m z� a � w !� ,o <O mW Q -. 0 ' ·· O mo "� - NM Oo �,o NO oN MO ·-< �� - Wr <ii w o"" - " > ... �o.o mz w-z o' o,70 <- <.:r',J 0 .. Cc :, ro <c DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES FINAL GRADE (SEE SURFACE RESTORATION DETAILS) ---/,,(i /( ?) •/1/, C//.' <·' <{/ ,y'");�� VALVE STEM (AS REQ'D) ----111W EXISTING GRADE VALVE BOX ALIGNER __ _ .J;f�i'-::._-.:.-.:.-=_-:_-:_-:_���������-A - D _ J_ U - STABLE VALVE BOX PDSI-CAP OR EQUAL (COVER TO BE MARKED "WATER") MECHANICAL JOINT GATE GATE VALVE BOX ADAPTOR MVEACL HV AE N( SI CEAEL SJ POEI NCTS . ) RESTRAINING GLAND, TYP •.",,·;;-''if:----- SEE SPECIFICATIONS FOR REQ'O ENGINEER FILL ,·'--' ,:.c,• '. :,, . ,·� . ·,..� � ,,-.:� r WATER MAIN UNDISTURBED SOIL CONCRETE SUPPORT PAD 1 GATE VALVE AND BOX SCALE: NOT TO SCALE CONNECT TO EXISTING WATER MAIN WITH TAPPING SLEEVE AND TAPPING VALVE -, \ ___ _ c-:J,e-=_'!f.J=----- STUFFING BOX W I NFEUWL L SCTI RN CSUTML FTEARPEPNI NT IGA LS LSETEEVEEL - - - - CONCRETE THRUST BLOCKING REQUIRED. REFER TO SPECIFICATIONS---tS..'2:2 EXISTING WATER MAIN -� " A " C OWNI TNHE CTTA PTPOI NEGX ISSLTEI NEGV EWAANTDE RV AMLAVI EN - - - t r J . L WN/ EF UWL SL TCNI R. SCTUL M. TFAEPRPEI NN GT I ASLL ES EE VA EL " A " 0 J=u NEW PIPE N(MEUWELTLAEPRPIONRG EVQAULVAEL)FLG.xM.J_ SECTION "A"-"A" t----- NEW WATER MAIN * NEW SOLID BLOCK SUPPORT 0� v-r -- NEW TAPPING VALVE FLG.xM.J. (MUELLER OR EQUAL) 0 EXISTING WATER MAIN RC EOQNUCIRREETDE RT HE FREURS TT OB LSOPCEKCI INFGI C A T I O N S PLAN VIEW WATER MAIN TAPPING SLEEVE SCALE: NOT TO SCALE PFRI ROEP OH SY EDDR A5 N¼T" 6" SHOE 6G" AATUEX IVLAI AL RV YE 6" PIPE 6" M.J. 45° I F NBEECNEDS (STAYRPY. ) 8"x8"x6" MJ TEE WITH GLAND, GASKET AND T-BOLT ADAPTOR KIT 8"WATERMAIN -- NPOROTEV:IDE FILLING FOP HYDRANT INSTALLATION PER PLAN VIEW 7 14 ..J VALVE BOX COVER GRADE ---- 2'-6" MIN 3'-6' MAX. L_ ..J � ALUMINUM ----1� =: c:r� VALVE BOX LJ WELDED STEEL ALIGNMENT WASHER ½"TLHEASNS�!Tt� "" OO PP EE NN LREI GF HT "T O" R IDNUDCI CT AI LTEOI RR O N OPERATING NUT VALVE I.D. S A T -1 E 0 E 1 L 8 S C T O E L MD ROLLED 6" PIPE WELDED A¾ T S" P E S OA T CE T EH W L E E P N LI DD N SSECTREW DUCTILE IRON SOCKET VALVE SSCETREW VALVE STEM EXTENSION SCALE: NOT TO SCALE COIL ENOUGH WIRE TO EXTEND 12" ABOVE GROUND ACCESS TRACE ---'s��i'.=----- DRILL A ¾6 11 HOLE 4½" WIRE AT VALVE BOX- -�-mW>;� FVRAOL VME TCHOEVTEORP O F T H E DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES KNOT �:____-- ADJUSTABLE VALVE BOX I ' l------SOPUITRSAI LD ET ROAFCTEHWE I VRAELUVPE OB NO XT H E DIRECT BURY LUG �\ TRACE WIRE 5 ----�"-,_,!I� FINISHED WATER MAIN �_:_:Jlt� TRACE WIRE ACCESS DETAIL SCALE: NOT TO SCALE FINAL GRADE (SEE SURFACE RESTORATION DETAILS) 1 '-6• min. ET OX I SBTEI NAGB AWNADTOENR I NM APILNA C E VARIES NEWWATERMAIN ----+;;;!]�r CONCRETE THRUST BLOCKING REQ'D REFER TO SPECIFICATIONS 1 o" EST, I , o" . I EST. I 5( P) :E; " RF ISRPEEHCYI FDI CRAATNITO N S ) t BLOCKING ON UNDISTURBED EARTH D(LEI. NAGNTCHHOVARRINIEGSC) OUPLING AUXILIARY GATE VALVE B L O SCUK POPNO RU TN DV IASLTVUER WB EI TDH ESAORLTI DH UNDISTURBED EARTH NOTES 1 . FCIOT TNITNRGASCTTOO RL OSCHAATLEL TPHREO VHIYDDERAALNL TNAESC ES SHSOAWRNY OPRI P ED I ARNE DC T E D 2 . WT AAPSPHI NE GR SS, LI .EEE. VREOSMFAOGRMHOODPEEL PSI SP TE - RH ,E OQ RU IARPEPSRTOAVI NE LDEESQS USATLE. E L HYDRANT CONNECTION DETAIL SCALE: NOT TO SCALE 6 TYPICAL HYDRANT CONNECTION SCALE: NOT TO SCALE JBOE ILNLTRREESSTTRRAAI NI NTTHRAERQN' EDS S BPEEYROTNADB LFEI TITNI NSGP EECA' SC H W A Y FRI TE TSI TNRGA WI NI ET DH TMOE CP HI PAENBI CYAUL SJEO IONFT A JOINT RESTRAINT I MIN. PER TABLE I J�i:b I M I NI N. PSEPRETCA' SB L E 1�!re=# Cl2 � STONE BED <$ A' STONE BED B #S 4 E H NO R T E W B A N A S R 1b STONE BED BJOE LINLTRREESSTTRRAAININTTHARNESS RB EE YQO' DNPDEFRI TTTAI NB GL EEI AN CSHP WE CA' SY .,· ,, ;• --�>�·'·\(, VERTICAL HORIZONTAL 3 8 • SEE SPECIFICATIONS TYPICAL THRUST BLOCK DETAIL SCALE: NOT TO SCALE u," � w C, u a, "s z w� >-' 0 0 e I I w I u w0 �I ::, 0 w ,< I 0 0 ;§ C, I � � 0 t= I "'� I I 0 w a, C, "s u z >-' w 0 � e 0 NEW WATER MAIN 'in E S X E I R S V T I I C N E G METERED WATER RE XI GI SHTTI -NOGF -WWAATYELRI NMEE T E R o r EDGE PVMT EDGE PVM'T NEW CORP STOP NEW SERVICE LATERAL PUSH DETAIL SCALE: NOT TO SCALE REMOVE PIPE CONTRACTOR TO REMOVE ENOUGH PIPE ----------+--------..; TO ADEQUATELY INSTALL NEW RESTRAINING GBLLAONCDK AI NNGO AMNEDCWH AA NT EI CRATLI GP HL UT GS , ETAHL RI NU TS OT AND AROUND EXISTING PIPE PLUG A BIANNPDLOANCEED (ABANDONED IN PLACE) � A B APNEDROMNAENDE NPTOLRYTCI OANP ,OSFEEAXL I AS NT IDN GB LMOACI KN EXISTING PIPE ABANDONMENT DETAIL SCALE: NOT TO SCALE TYPICAL DETAILS • REVISIONS 8/13/2025 BID SET C 202s Midwcsiem Engin;:ers. lnc. 802 Wes! Bro.1<:tway Street P.O. Bo� 295 Loogoo1ee. !ndian:i 4755.1 DATE AUG 2025 DESIGN DMRA.MWN.S. A.P.J. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 14 14 OF 16 I FlLE NUMBER 45080 I Do Not Use Plan Previews for Take Off
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