;; �� 0 z !I 0 m �c oO ATER SYSTE ENTS PR JIECT ALNUT STREET AND U.S ■ 31 S UTH 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 FOR THE sco COUN ' AUGUST, 2025 WATER TREATMENT PLANT OPERATOR TODD CARTER ATTORNEY JOSHUA A. STIGDON SCOTTSBURG, INDIANA PROJECT LOCATION IN. Jackson• Drl~---,'�� 135 Washington "'"'""" urn, State forest 37 Crothersville 0 Tampico R!h H:itchery Viilionia State , l;�)..J \...... � 38 ( Nurs1Jry 39 " , \,,,/? r--, " arksville Milport -..::,� "c, ---JS)'./ McKinley V oct met Rush Creek Valley f J Jackson• Kossutl1 W<tshi119ton State f-Ot&st ' dley ------i WASHINGTON Hitchcock + reek I �ishing ' B C.s-t60 Salem� White Cloud Mill Corydon Capitof State Historic Site New '"' I ' delphi Bridgeport ew J' rty ' • 2 2 Wakefield Deputy " Volga Wirt Gllfl ""' " Bethlehem ee lley ......_ rage iddle" Fishersville NOTTO SCALE BID SET ,: �l•-;============================================================;---;:===============================:;-;:===================================::::;-;::::========::;--;===================::::;-;::::========::;1 NO I � g �,,,111111,,,,,, � � MO d QualityEnginee Ecing Services s :ce 1959 I 'Y/� r �/ ;� ;.'-,._� , S:-;U;.;l;tt�� ;� 1 western � ng1neers, nc. PLANS CERTIFIED BY:__ �m.=U-=--Jtz����--�--_· _. -----�"/�13_,./�20_25_ 1 .... . ,..,,,Nsre��.. �+\ � � MARf<M. SULLIVAN DA TE S 0, i £ zj 6809 Corporate Drive, 802 West Broadway St., P.O. Box 295 REGISlERED ENGINEER o. PE920059 STATE Of' INOIANA §� PE92QQ59 : § f:1. �- IndianapolJs, IN 46278 Loogootee, IN 47553 \� O STATE OF 1� § COPYRIGHT © 2025 Midwestern Engineers, Inc. PROJECT NUMBER 2025033-00 u. Ph: 317-334-0262 Ph: 812-295-2800 QUALITY CONTR·:O�L':_ ____ _::¢!?.;:�;:c:;��-------����'-- -;a, ,:,y ;:: 6 � I Websi te:miclwesr,:meng.com Fa:x:812-295-2801 Email:mcioc@midwestcmeng.com REVIEWER: _ S 13 ZOZS ��1' INDJAll"- ..,._�/ � � Consultants Civil Mechanical Electrical EWALD DA TE �I t. ltONA\. \.'7,,+� FILE NUMBER 1 01 OF 16 5 E 111l11111111%1,,3 2025 45093 ""I ';;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:_:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:_:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;_�;;;;;;;;;;;;;;;;;;;;:;:;=�=�======;;;;;;;;;;;;:,�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:::J ··- Do Not Use Plan Previews for Take Off
PROJECT CONTACTS SCOTTSBURG STREET DEPARTMENT: CITY OF SCOTTSBURG MONTGOMERY ST. 3RD ST. SCOTTSBURG, IN 47170 WASTE WATER DEPARTMENT: CITY OF SCOTTSBURG ZEKE SMITH - WWTP SUPERINTENDENT MONTGOMERY ST. 3RD ST. SCOTTSBURG, IN 47170 PH: 812-752-4343 GENERAL NOTES: ELECTRIC SCOTTSBURG MUNICIPAL ELECTRIC WILLIE DANIELS - SUPERINTENDENT 2162 S us 31 SCOTTSBURG, INDIANA 47170 PH: 812-752-3199 TELECOMS: CITIZENS COMMUNICATIONS CO. 2 E. McCLAIN AVE. SCOTTSBURG, IN 47170 PH: 812-752-7204 VERIZON PH: 800-483-5000 SCOTT COUNTY HIGHWAY DEPARTMENT SCOTT COUNTY KEVIN HALL - HIGHWAY ENGINEER/SUPERINTENDENT 1101 S MAIN ST. SCOTTSBURG, IN 47170 PH: 765-361-3234 KEVIN.HALL@SC0TTC0UNTY.IN.GOV SCOTT COUNTY COMMISSIONERS: COMMISSIONER'S OFFICE 1 E McCLAIN AVE, SUITE G40 SCOTTSBURG, IN 47170 PH: 812-752-5846 INDIANA DEPARTMENT OF TRANSPORTATION: SEYMOUR DISTRICT 185 AGRIC0 LANE SEYMOUR, IN 4727 PH: 1-855-463-6848 FALLS CITY SUB-DISTRICT 5701-5709 US-31 CLARKSVILLE, IN 47129 PH: GAS: MIDWEST NATURAL GAS STATE ROAD 56 WEST SCOTTSBURG, IN 47170 PH: 812-752-2230 WATER DEPARTMENT: SCOTTSBURG WATER DEPARTMENT TODD CARTER - SUPERINTENDENT 735 W LAKE ROAD WEST SCOTTSBURG, IN 47170 PH: 812-595-0670 Know what's below Call before you dig. 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83). ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ACCURACY IS NOT GUARANTEED. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL UTILITIES, INCLUDING THE HOLDING OF POWER POLES, DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 5. SHOULD UTILITY RELOCATION BE REQUIRED, CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL UTILITY OWNER, PROJECT OWNER AND ENGINEER AT NO ADDITIONAL COST TO THE OWNER. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 6. EXACT LOCATION OF MANHOLES, LATERALS, CLEAN OUTS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. DOWN TIME COORDINATION MUST BE MADE WITH THE CITY WATER UTILITY PRIOR TO TEMPORARILY SHUTTING DOWN A WATER MAIN AND/OR LIFT STATION. A MINIMUM OF 48 HOURS NOTICE IS REQUIRED. DOWN TIME SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL BYPASS WATER FLOW ACCORDINGLY AS NEEDED TO MAINTAIN SERVICE. BYPASS AND BYPASS PUMPING PLANS SHALL BE REVIEWED BY THE OWNER AND ENGINEER PRIOR TO IMPLEMENTATION. 8. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE APPROX. LOCATIONS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WORK ON PRIVATE PROPERTY PER THE CONTRACT DOCUMENTS. 9, THE' CONTRACTOR SHALL BE REQ.'D TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 10.THE CONTRACTOR IS REQ.'D TO POTHOLE ANY POSSIBLE UTILITIES IN CONFLICT WITH THE PROPOSED WATER MAIN PRIOR TO INSTALLATION OF THE SECTION OF WATER MAIN PIPE AND PROVIDE THE ELEVATION AND LOCATION INFORMATION TO THE ENGINEER PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL MAINTAIN 10'-0" HORIZONTAL AND 1'-6" VERTICAL SEPARATION BETWEEN SEWERS (INCLUDING SERVICE LATERALS) & WATER MAINS IN ACCORDANCE WITH 1.D.E.M. REQUIREMENTS, UNLESS SPECIFICALLY NOTED ON THE PLANS. 12.CONTRACTOR TO COMPLY WITH ALL PERMIT & STATUTORY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, CITY OF SCOTTSBURG, SCOTT COUNTY, INDIANA DEPARTMENT OF TRANSPORTATION & OTHER APPLICABLE LOCAL, STATE, & FEDERAL AGENCIES. 13.CONTRACTOR TO PROVIDE COMPACTED GRANULAR FILL AROUND PROPOSED AND EXISTING PIPING AT ALL OPEN-CUT UTILITY CROSSINGS (UNLESS CONCRETE CRADLES ARE SPECIFICALLY INDICATED ON THE PLANS) TO ADEQUATELY SUPPORT AND PROTECT EACH CONDUIT. 14.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY STRAW BALES, FILTER FABRIC, ETC. IN EXISTING AND PROPOSED DITCHES, CULVERTS, STORM PIPES & DRAINAGE STRUCTURES TO PREVENT DAMAGE BY EROSION. BIODEGRADABLE EROSION CONTROL BLANKET TO BE INSTALLED IN ALL DISTURBED DRAINAGE DITCHES WITH DEPTHS GREATER THAN 12". 15.TRAFFIC CONTROL AND SIGNAGE TO BE UTILIZED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL, LATEST REVISION. CONTRACTOR SHALL ADHERE TO ALL IND0T AND LOCAL MAINTENANCE OF TRAFFIC REQUIREMENTS. 16.TREES WILL NOT BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLANS. IF CONTRACTOR REQUIRES TREE REMOVAL THAT IS NOT SPECIFICALLY INDICATED ON THE PLANS TO PROPERLY CONSTRUCT THE PROPOSED SEWER, CONTRACTOR SHALL CONTACT ENGINEER & OWNER TD ACQUIRE APPROVAL PRIOR TO REMOVING TREES. 17. A MINIMUM COVER OF 5'-0" SHALL BE PROVIDED OVER THE PROPOSED WATER MAINS EXCEPT AS NOTED ON THE PLANS. 18. ALL EXISTING LANDSCAPING, BUSHES, DECORATIVE TREES, AND OTHER EXISTING TOPOGRAPHIC FEATURES SHALL BE PROTECTED AND REPAIRED/REPLACED AT NO ADDITIONAL COST TO THE OWNER IF DAMAGED DURING CONSTRUCTION. 19.CONTRACTOR TO VERIFY DIRECTION AND DEPTH OF ALL STORM AND SANITARY PIPES PRIOR TO EXCAVATION TO AVOID POTENTIAL CONFLICTS. 20.CONTRACTOR SHALL COMPLETELY FILL AND SEAL EXISTING PIPES TO BE ABANDONED WITH NON-SHRINK GROUT TO WATERTIGHT CONDITION, AS INDICATED ON THE PLANS. 21.THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL & WILL NOT ALLOW DRIVE OR ROADWAY CLOSURE. 22.CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR REPAIRING/REPLACING ALL WATER MAIN, WATER SERVICE CONNECTIONS AND STORM SEWER PIPING AND STRUCTURES WHICH MAY BE IMPACTED BY THE INSTALLATION OF THE PROPOSED WATER MAIN AT ND ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT WATER SERVICES ARE CUT WITH EXCAVATING EQUIPMENT, CONTRACTOR SHALL VERIFY THAT WATER LEAK AT THE WATER MAIN HAS NOT BEEN CREATED. CONTRACTOR SHALL COORDINATE WITH WATER UTILITY AND REPAIR ANY LEAKS AT NO ADDITIONAL COST TO THE OWNER. WORK AND MATERIALS TO REPAIR LEAK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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 PROPERTY 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 AND WATER SERVICE CONNECTIONS PRIOR TO AND AFTER REPAIR/REPLACEMENT. 27.THE CONTRACTOR SHALL COORDINATE WITH COUNTY SURVEYOR PRIOR TO ANY CONSTRUCTION ACTIVITY 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.CONTRACTOR TO BE RESPONSIBLE OF ADHERING TO ALL PERMIT REQUIREMENTS OF LOCAL, STATE, AND FEDERAL AGENCIES. CONTRACTOR SHALL ALSO BE RESPONSIBLE TO ACQUIRE ANY PERMITS REQUIRED TO PERFORM WORK. PLAN SHEET LEGEND ABBREVIATIONS TPED TELEPHONE PEDESTAL C0NC. CONCRETE � Existing Water Main and Size GAS Gas Main MB MAIL BOX(S) LP LIGHT POLE ser Existing Water Service Line RW --------------- Highway Right-of-Way .., MH MANHOLE UP UTILITY POLE Existing Main/Service Gate Valve FD Fiber Optic Phone Line SAN. SANITARY SEWER PWP POWER POLE i i i l i i i i l i , / 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 STM Storm Sewer Line STL STEEL PIPE Ssign STREET SIGN �w Proposed Water Marn and Size HE Existing Overhead Electric ser EXISTING SERVICE LATERAL SHOR EXISTING SHOULDER APP"c,/W Apparent Right-of-Way NSER. NEW SERVICE LAT'L EP EXISTING EDGE OF PAVEMENT F.F.T.F. FARM FIELD TYPE FENCE • • • - • . ........................... I - - ,.. � • -·.' ' ' ' ' ' ' • • ' , .. .............. ,., I ' , - I �•"' tJIIII"" ' ' ' ' ' ' ' I • I • ,. • • • • J / ,.. ..... , , : .• ----.... ·------------.• i .,..,. .,,. I .,..,. I I .,. I : : ,"' I I I I : .,.......... , I I I r ---• • • I I I I L -,. I I - �·- ·- - �, ' ,_ r••_. I ' ' ' ' ' : en - I ' I- ' ' - ' "'-----..:..-, • • • • I ::i: •-••"' ,_ --· ..J wI < a: 0D.. a:0(.) @ <" "' c, O 0 <""' c,"' 0 -3 q, " 0,// 1 y H .fl. .fl. ® • • : r···•••-' • • . ' • • • I ' ' ., _____________ ., ' "" ,--... � , ...................... ., I " I \ .... ,� I t I I �\ . ' ' . ' ' .. ...... ,1 '-----------,, • • • '• ' • • • • • -,• -,- • • '' ' , .......... • ,,0 Water Meter �1 □ J1 Sanitary Sewer Manhole ,/?¢9 "'6 9 Storm Sewer Manhole Existing Light Pole -f!'°"' Utility Pole 0 □ Power Pole llTil Gas Valve c===:::i . .,_e Existing Fire Hydrant O"' ' New Fire Hydrant � New Meter Location Telephone Pedestal Stop Sign Information Sign Street Sign Catch Basin Curb Inlet Drainage Culvert Tree & Size Meter Not Found (Shown for Clarity) , ui 00:: • • •• -- - II • CEDAR sr. LAKESHORE SJSJ - ..... Z 2 - .. - . • - \y. CHERRY ST. ALLEN ST . .· - W. GREEN LINE No. 1 ~ W. WALNUT STREET PROPOSED 6" WATER MAIN INSTALLED ON WALNUT ST SEE SHEETS 3 - 7 RA'I' ST.. ST. CEMElERY • ,-- W.ARM.ORY ST. lii ui -o ui • ' • '• • • ' • •• \ -- l ................... .,, ....,. - " . E. &:Sll SJ• E.-K- ERTON ST, • - - E,,.•WARDE�ST-. E.WALNUT ST. • :� : :a; . - ' ..J •w: I • < : a: •o : D.. ' a: :o'(.) 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' ' ' ' '' ' '------------.• ' : • FAIRGROUND R!), • - • LINE �o. 2 ~US 31 SOUTH : 1- - PROPOSED 6" WATER MAIN : � INSTALLED ALONG U S 31 l w L£E ST, SEE SHEETS 8 - 13 : � Iii < z i:'i 5 ui a: � a: 0(.) r····--•----------·-•------,• '' ' ' ' '' ' ' • "-------, ................... , - . - . • • • • • • • • • • '' ' • •• '-••••-·.---... .J • ' ' ' • r•••,•••••---J • SHEET SCHEDULE N AREA MAP TITLE SHEET SCALE: 1" = 1 ooo· GENERAL INFORMATION LINE 1 DRAWING KEY LINE 1 - STA D+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 - STA17+00 TO 22+80 PLAN AND PROFILE LINE 2 - STA 22+80 TO 28+00 PLAN AND PROFILE TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS GENE:RAL INFORMATION I REVISIONS 8/13/2025 BID SET C'202s Mi<lwestem Engineers. Inc. 802 West Broadway Street P.O. Box 295 Loogoo1ee. Jndiana47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2025033-00 02 02 OF Flt£ NUMBER 45092 1 6 I Do Not Use Plan Previews for Take Off
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., ' F UPTIUP RE EB Y3 6O" TSHT OE RRSM. DEPTH UNKNOWN 590 585 580 570 C • :, -2 ;'!;_ __ b �Jj _ HTOOTEXTAISPTICNOGl'JWNEACTETIRONMAIN NRoE.Q8 UOINRESDH. TfR1 E1F5. TO DETAIL s rnID m ' ' ' ' ' ' I I I I I I ,__ ' ' ·, ' PRREOC EPIOVSI NEGD P5I' xT5 ' - ;"; : :': I ' ' ' ' 00,: -, - :-' -, ' ' ' ' 00:- , ' I I I I I I I I t--1 I I I I I I I I I-' -- �- 565 II " U U " 6" 90" BEND_ 560 ·5' 60LfC-18"·&Tic CASINGPIPE �__,___IN_ S '-' T-'-ALL = =,EO.BYBORE ANO.JACK METHOD. 6" PIPE (SEE SPEC'S) 20' PROPOSED 20'x1O' ' I I I I ' � I I 555 BORE PIT r---- ' ,. ' I ' ,-1 ' ' i I I I .W. . : I11 --- - �,' -, I' EXISTING GRADE 0 b w "' z z :. � wx ' ' ' ' ' ' I I I I I I .:.:I -I ©I Q)I if.II ((II I I ' ' l Jj f I c5 I I I I I _j I 0 b w "' z z I'I I ' ....:I &_1' ' 0 b w "' z z u I'I ' -, I -,- 'I 'I I I I I :I lu '• ' ' ' ' ' .:::J ., "", ' 0 b w "' z z 3 W. WALNUT ST. - LINE 1 (STATIONING BASELINE) 6" PIPE 6" WATER MAIN PIPE INSTALLED ' ' ' L ' ' ' I I 3 BY DIRECTIONAL DRILLING METHOD 0 b w "' z z LINE 1" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" = 5' 4 ' I ' ~, & l [EXISTING PROFILE GRADE u ' • I I I --------- ----------------------- I' ' I 'I � ' w L---- I 0 @"' z z LEGEND � KXX� BI NED AI CBAATNEDSOENXEI SD TI INN GP LPAI CP EE T O ITNODBICEARTEESMOEXVIESDTING PIPE BI NODRI CRAOTWE SF ICL LO MR EP QA CU TI REEDD IGNRDAI CNAUTLEASR WB AH CE KR FEI LCLOI MS PRAECQTUE cI RD E D I I I I I � ' \ I" \ I I" \ I i" I I I I I I I I I I I -f I I -j ' I I I I ' ' I I - · a <l 1 l I I I I I I � I L w·r 4 I I '' ' .L ' ' ' ' ,- ' 0 b w "' z z I I 'I ' t ' I ' 0 b w"' z z z E X IBSET I ANBGA 4N" DWOANTEEDR I NM AP ILNA CT OE ---------------- 3 �•� "' ·ci C 8 6" PIPE 5 (APP R/W) I I I I f J_ _____':,_, ____ _ N + I I,() I I ' I ----E�---- s(_________ .�-- I0 b w "' z z z C/) 0 e - i 0 la 0 W. WALNUT ST. -LINE 1 {STATIONING BASELINE} 0N + I,() IC/) w _z I 63s r 590 585 580 575 570 565 560 555 LINE 1 - STA. 0+00 TO 5+2:0 PLAN AND PROFILE REVlSIONS 8/13/2025 BID SET �2025 Midwe�tem Engine�rs. Inc. S02 Wc..l Broadway Street P.O. Box 295 loogoote�. lndiam1 47553 AUG 2025 DESIGN M.M.S. DRAWN D.A.P Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 04 04 OF 16 FllE NUMBER 45090 I Do Not Use Plan Previews for Take Off
' \ \ \ \ ' I J 5 / Dawson, Ray & Unda 72-05-19-41 0-072. 000-008 --------0 N+ IO. ----ea-----� �====== 5,===== -� """ '"'� "I c-$11-1-- 1c:--------- 11 ------r7- I ' ' �APPRIW) I I ! ,,� � � 1 [ (1) -� 1 1 �\ \' � � . -� � ' ·� Spencer, Spott,& Sheila 72-05-19-41(¼081.000-008 5 590 585 580 575 570 w z- ...r I - cr - F -<Ci---1-- 565 560 555 �- 0 iil " Zz C2 ff' PIPE 0 a w " z w --w -� il\ -z ' ➔ ' I'' I I ii ii I I B2 6 wuu 0 0 - u - � u --w� J - ' ': 1-1 --J ' ' "I �I --' ' '' -h - ' D 0 a 11' zz " w w- �w z ' ,-'''' I I I ' ' : - - r '' '' ' wu 0 0 uu O W 1,- ', ' ' ' II 1 EXISTING PROFILE]GRADE I I '' I ' I Q_ • I 0 u 8 uu 0 w 7 I ' I -..: _1 I 3'll I J I I : I :lJ C3 I ' -------------� 0 aw " zz •w I" w I I I I I 1 ''I N 0 0 aw " zz LINE "1" - STA. 5+20 to STA. 10+85 SCALE: 1" = 20' 6'' PIPE 8 W. WALNUT ST. -LINE 1 (STATIONING BASELINE) ----------------- 6" WATER MAIN INSTALLED BY DIRECTIONAL DRILLING METHOD LINE 1" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" == 5' 0 aw" zz 0 ' : + ' ' I I I '' '' ' ' ' ' ' ' ..:I ...:l ©1 a>1 wl <Ill I ' '' ' ' '' ' I ' I Know what's below Call before you dig. 9 '' "fil D i :'.f';;?l=�==::i-l - ------------ ' 0 aw " zz 0 0 aw " z z LEGEND � KXX� G Large Diameter Tree Base DRIVE REPAIR REQUIRED. SEE MISCELLANEOUS DETAILS H1 Culvert Pipe EXISTING VALVE TO BE PERMANENTLY CLOSED H2 Metal Pipe End Section WATER SERVICE PUSH REQUIRED EXISTING HYDRANT TO BE REMOVED w _INDICATES EXISTING PIPE TO BE ABANDONED IN PLACE �INDICATES EXISTING PIPE TO BE REMOVED INDICATES COMPACTED BORROW FILL REQUIRED _INDICATES WHERE COMPACTED GRANULAR BACKFILL IS REQUIRED 4 10 ' J ' ':- ''' ' ' "I � ''' : : 0 w " zz i 8 �> �f-fi--- Z 00 J Existing Metal Guardrail K Large Landscape Area L Existing Concrete Retaining wall M Existing Sewer Shown For Clarity 6"x6" MJ TEE WITH , 6" PIPE, 6" MJ 90° BEND, 6" TAPPING VALVE AND TAPPING SLEEVE VALVE BOX TO GRADE REQ'D ,o ,w ' ' ' L' ' ,-' '' '' I ' '' ''' I I I I ' ' 'I I ' ,, I I 'I '' '' -f EXISTING PROFILE GRADE �� EXISTING WATER MAIN TO REMAIN IN SERVICE I 0 WW Z 00 590 585 580 575 570 ...J 565 560 555 LINE 1 - STA. 5+20 TO 10+85 PLAN AND PROFILE • u C: ,-. REVISIONS 8/13/2025 BID SET 02025 Midwestern Engjneers. Inc. 802 West llroudway Street P.O. Box :N5 Loogootcc. Jndi:111" 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 05 05 OF I Fll.E NUMBER _ 45089 16 I Do Not Use Plan Previews for Take Off
wz �I z0C00 00 i i 11 585 580 C 575 570 565 560 555 550 __ , ' ., ' , I I ' __ I 'r ,J w, "'+-' I I -�a zz0 - 17 1 r i ' ' ' l I >::1 I 1 ©1 -'< "1 I I I I __J 12 If- I i I EXISTING ipROFILE GRADE : i � 1 71 ·;:: -:-i 0 ' ., 11 di I u r- r 1 -,-I l_______ 0 s " z.z " ww s wz ' ' 'I I l I ' ' ' 1 ' ' 1 ' [ ,I ' I aaw" zz .s wz N I I 0 13 0 b woc zz > w owc � s zw ---------------------:§}-=- - -::;- - -- - ---...:�:::---------;;1'_! _ --- _ J�s__F'�_::�T2 ____ ,o = :< .. 't . _::;::;::;:::::::::;;:::::..:::::;===== san. ==::::--== W::::== --------ee---------------------- 2__� 4//----Ee--------,------ , --� --Ee---------- :,__-�g-- :-. 1 'Is 6" PIPE - - L -Ja 6" PIPE : 'Ai\ /: 0 ® ---- ©--..--<c- 1 +,,"'c-"L':_-_-_---'�•<;.r _-___ -_- - _ -_� I __ -u- // � _ _ I C----'�-· ·--®D- _,_'-..... II� 'C;J / \ - --�"P>'-('IW) - - - 7- = ', ==--\·-1- - 3 =: . - (Al>P � RIW) -- � -1, � - ..._ __ r---...,1 / r ---,� l....,,f"""" ...:1 --- ------,S... ._, �' :: HOT TAP1CONN��T��----- - /7 : @U\ / : ��,: �: -- /<I) : ;I I TO EXISTING WATER MAIN l 1 11 1 1 I \ : 1 : r!-;;,_- 1 /. / <, :1 REQUIRED REF TO DETAIL \ 6 WATER MAIN PIPE INSTALLED BY : 1: 1 1 � \ 1 ! 1 "' /� / -, I No.4 ON sHT. 14• / "-l ...... DIRECTIONAL DRILLING METHOD 1 1 , � 1,1 , 11 ,1 , I I ill L C' J I , : ii@ 1° 1 P � I /30 ,_ L- (_�, NUMBER / " _J I"I I "" U " I- " Ll <{ � � � -� •w PLAN SHEET KEY ITEM � � 1 :1 :� \ /�! \,, \ : :1 I \ [ � , . , � A1 Asphalt Road I I ( 'L-- \ /0.i I Iii I �i I l I u,I Ir:, ,.. \] r a.:.I I , 1. 1 1 � -, Patton, Thomas E & Lisa A 1 A2 Asphalt Private Drive/Parking Lot '1 l (3\ L-� 1) '?;. 28'2 : 1, � ,' 1 ,g \ 72-05-19-320;-063.000-008 ! --.. \U ...._ 1 w I A3 Asphalt Shoulder : : I:: .___J I L ___ � I \ .-. ! I 1 1 Bl L 1 1 I WATER IMPROVEMENTS KEY B1 Stone Parking Lot evins, arry and Marcia Connins, Roland & Gayle S. 1 \ i---,--------------:...::...=�------_j c➔<2--+-----=------ ---- ! l r.:J..! 72-05-19-320-061.000-008 and Wilkinson, Jennifer jtwros 1-\.., NUMBER ITEM B2 Stone Drive/ Public Alley I I 0 1 r 72-05-19-320-061.000-008 '-' /--�--t--:::===�==------------------1 f--'-"'i '--j----------=---------1 i i i /fJ 1 .'c F +..: P _:R :__0:._P:__O:..:: S = E = D:__6:._"_:. P_:. I P :__E'.:._'.W:._A:__T:.:E:::R:__.::M:::A,:: l:,:N____________J f-➔ C«1 c--lC_ o _ n _ c _ re _ te _ A _: p _ r _ on _ _______ ---l I 1 I ,,J' I I " ¾" SADDLE SERVICE CONNECTION C2 Concrete Drive ' ' -0 1 r?S'+-:P::R=O:::-P= o=s=E=D_,,¾::: ,::., S:::-E:::-R:: .V. :_: IC:._E:::_:Ll:.:N-:E=, :__P::: E:._R_" P _LA _ N _ S_ _ ____ __J C3 Concrete C urb ( C hair Style) C rn "' (-� g- I rn . '1 --\ V j E CONNECTION TO EXISTING SERVICE AS SHOWN D Grass \_ 1� /J j I 6" x 6" M.J. TEE w/ GLAND/BOLT E Existing Lg. Stone Rip-Rap I 1 <i:: � .'.2 RO F 1 Existing Smooth w,·re Fence ---------------�' ',.. ..i �"---']t.___________ J/�'pz;:=4�p=:_P= O ::-::S-: E�D= 6 : _ " ::. D::.· ...: ' =P:__IP :__E=----------- --� c➔�+---=.__________ _ _ CONNECTION TO EXISTING 6" PIPE REQUIRED F2 Exist. Privacy Fence - Wood I Plastic 1" OR 2" SADDLE SERVICE CONNECTION (VERIFY SIZE) G Large Diameter Tree Base LINE "1" - STA. 10+85 to STA. 16+25 PROPOSED 1" OR 2" SERVICE LINE (VERIFY SIZE) H1 Culvert Pipe DRIVE REPAIR REQUIRED SEE MISCELLANEOUS DETAILS H2 Metal Pipe End Section SCALE: 1" = 20' wz ' I 'I ' I ' ' I I T ' .U,.J;1 , t cl I . !2 • ' . ' I ' I 1 I . 1� I I ' I , -- , ' I I I I I l a>j l l � :i ��i - 1 1 ] I ------,--- 14 (WS .T WA TAI OL NNUI NTGS TB.A-SLEINL IEN E1 ) --------------------- ' '' j C6 "OWN ANTEECRT IMOANI NT OR EEQX IUSITRIENDG ' ' I T ' ' ' ' C D6 "I RWEACTTEI OR NMAAL I ND RPIILPLEI NI NGSMT EA LT LHEODD B Y LEGEND � KXX;J IBNED AI CBAATNEDSOENXEI DS TI INN GP LPAICP EE T O ITNODBICEARTEESMOEXVIESDTING PIPE IBNODRI CRAOTWE SF ICL OL MR EP AQ CU TI REEDD Know what's below Ca11 before you dig. 0 aw" z z - ' , ' + ' ' l ' IGNRDAI CNAUTLEASR WB AH CE KR FEI LCLOI MS PRAECQTUEI RD E D LINE 1" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert . 1" = 5' 15 � j . w x I I L . r I ' a"w z z0 z ' ' T ' + 'I ' ' ' ' r ' -, - ' EXISTING VALVE TO BE PERMANENTLY CLOSED 0 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 I' ' --, ' ' ' ' '' ' ·1 J_ -� ffi: o r d1 ' : 132 i 0 0 bw bw " " z z z:i z z ' ' ' I ' LI w, _w, ' t ' ' L ' ' ' ' ' I EXISTING PROFILE GRADE I I I I .I 1 I I l \/ '., I/ I 1 1 I 1 1 I 1 1 ' ' ' ,, ' , , T 1 1 ' , , ' ,, I 1 1 I 1 1 I 1 1 I 1 1 ' ,, ' ' ' 'T 'I t 0 I t== z Iu 585 580 575 570 565 560 555 550 LINE 1 - STA. 10+85 TO 16+15 PLAN AND PROFILE REVISIONS 8/13/2025 BID SET C 202s ]\-Jjdwe.st�m Engineers. !nc. 802 \Vest Broadwav Si!"(;d PL.oOo.gBoooixee2. 9l5ndi�nn 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 06 06 OF I FILE NUMBER _ 45088 16 I Do Not Use Plan Previews for Take Off
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 / 1[ /�I - - ____ .J 16 lNV.oo/3.0'± INV. 565.8'± _g i' ��. C • �v,- -wx 1 - I I I I I I. I L I I -, I I 'I I I I "11 A1 g I I a:. o r--- I - I w U '----- ---,--.,,.______ ---- I -.J ""--='=,--_ ,,.... t \ �, Il 'I <D ' ' L..J____ • • e (!) � • E •0 17 EXISTING PROFILE GRADE ---------- ..- i � XEXISTING SEWER CROSSING ;"-l'-cc�1f-�-f - 0 zz ...f. 6" PIPE +I I 01 ----+ JI I _ I [ • 6" PIPE WATER MAIN PIPE INSTALLED r BY DIRECTIONAL DRILLING METHOD I ·C , C " C --" • 0 ,u;C "• �u • ·f="u "• a: u C w -� ,-Ir ( i5 \ � \ I I (, co OU v,c x• •" �-ug s ,;:u Mc xW w I I r I I I I I 0" z z ·wV, � s wz • E � 0 •"' I � X w I I I I. ' I I 3 R �/ • u C " • ir rn rn • • E e � � (!) " ' ]§ " " .e • • C " C C • � £ � E " "' • E u u u C C C 0 w w w N 0LINE "1" - STA. 16+25 to STA. 19+25 SCALE: 1" - 20' � C C "iii UJ C 2 <' " • • 1s ·- (!) ·c !! rn 'w w u ' x C I w w I ' I I ., I J I I I 1 I ---------=----�-- ---- rl NEVX. 565"8N. 7I'S± I I I l I I I'I I 1 I I II 'I 1 I , , ,, 8 I I I 1 I ' I I ,, I •"' ll rn swNx 'I I I I I �,©I "'' 0" w "" zz0 I , • ' u "' ,1' <.:;- C C "iii 0 C uo uu C C ww' ' I I ' ,/ ,, :1,, ,, ,,I ' ,, ,,, , 1 1 , , , , , , , ,,, LINE 1" 18 ---- - W( S .TWA TAILONNUI NTGS TB.A-SLEI NL IEN E1 ) ---- -------- 1 PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1"::: 5' 6" PIPE 6 wZ I 19 I ,.,.,, ,, I ,,,,.,. ,, "' III III ; I II I(,,/ 11( "' IJI"' I I I "' "" ' ' I I 1 J 1 1 1 1 1 1-1 1 1 1 11 I lII 111111I � l y I I I Zoo.-a >-w :rl "' z >- zz 0� u oc0 DI w� woc W- >-" �s ' w z l i o ' 0er: w" l I I I I I I I II! III 1I l1l1I !I II 11 1t l1 I I I '"' w �b >Z- w2 �"' ' 20 C "'00 ' Wo 0 Qz z� " w "X' O 0 0>- z jz 0.h('" z0i= �20::: c ::jo Uw = .. i c <:(Ul W1--- >(j"J z..,-: a. .0 oz s a., x__. . 0 WU U<O X w I l I I l l I I i I C '0 C , d % •0 I I I I _._Jl:l II I 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 E. Walnut Street (ASPHALT) ( APP. RJW) \ ' Know what's below Call before you dig. NUMBER Li,_ & 8 � /5\ /6\ /1\ /a\ & ,Al\ £ & ,Al\ £ PLAN SHEET KEY ' ' NUMBER ITEM A1 Asphalt Road A2 Asfhalt Private Drive / Parking Lot A3 Asiohalt Shoulder B1 Stone Parking Lot B2 Stone Drive I Public Alley C1 Comcrete 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 Me\al Pipe End Section J Exist. Metal Guardrail K Lar9e Landscape Area L Exist. Concrete Retaining wall M Existing Sewer Shown For Clarity WAtERIMPROVEMENTS KEY ITEM PROPOSED 6" PIPE WATER MAIN ¾" SADDLE SERVICE CONNECTION PROPOSED¾'' SERVICE LINE, PER PLANS CONNECTION TO EXISTING SERVICE AS SHOWN 6" x 6" M.J. TEie w/ GLAND I BOLT PROPOSED 6" D.I. PIPE CONNECTIONITO EXISTING 6" PIPE REQ'D 1" OR 2" SADD'LE 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 t:EGEND IBNEDAI CBAATNEDSOENXEI DS TI INN GP LPAI CP EE T O KXX� _ ITNO, D IBCEART EESM OE XVIESDT I N G P I P E BI NODRI CRAOTWE SF ICL OL MR EP AQ CU TI REEDD IGNRDAI CNAUTLEASR WB AH CE KR FEI LCLOI MS PRAECQTUEI RD E D 585 580 575 570 565 560 555 550 LINE 1 - STA. 16+15 TO19+25 PLAN AND PROFILE REVISIONS 8/13/2025 BID SET CM8 0 i2d2 wW0 2ee5sst et rBn r Eo undgwi naeye rSs t, r eI nect , PLo.Oo.gBoo()tXee2.9I5ndian� 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P . Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 07 07 OF 16 I fll[ NUMBER I 45087 Do Not Use Plan Previews for Take Off
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I / / , I I BEGIN BASE LINE STATIONING C \ \ I , NUMBER 580 575 570 565 560 555 550 545 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 1 _ MAINLINE PUSH REQUIRED TO ���POSED CONNECTION POINT No 1 --==-=--==-::::--c.::-.:=-ni::__----- e : !_ u ._ _---:----_ -:1.� --...!. --- - ':- l ---"---!!!!!111.,,- - - [ CONNECT TO EXISTING WATER MAIN /�:_-=.�/¥��-8ff&REB.--- REF. TO DETAIL 1 ON SHT. 16 / - --::�/lBS,�a::-L - I ---� NOTE: ALL PIPE CROSSINGS INVERTS AND UTILITY D EOPFT PHRS OTPOOBSEE DV EWRAI FTI EERD MP RA II ON .RRTEOP OI NRSTT AF ILNLDAITNI GO SN TO ENGINEER. 18" STL. CASING PIPE INSTALLED Li J BY DIRECTIONAL DRILLING METHOD i 6" WATER MAIN CARRIER PIPE (F2 Exist. Privacy Fence -Wood I Plastic t G Large Diameter Tree Base H1 Culvert Pipe H2 Metal Pipe End Section J) Exist. Metal Guardrail K Large Landscape Area 2 1- �� L + E- x_ si _ Ct_ o_ _ n_ c_ r _e_ t_ e R_ _ e_t_ ani _ i_n_:g:_ w a_ l_ l ___ _ ;_ H M) Existing Sewer Shown For Clarity EXISTING PROFILE GRADE CL US 31-LINE2 ____ e_ (STATIONING BASELINE) -- -- -- ---- EXISTING SANITARY SEWER SHOWN / OUT OF VIEW FOR CLARITY _J - - - 6" WATER MAIN PIPE INSTALLED J BY DIRECTIONAL DRILLING METHOD -- I I I I I cl rul WI ! 0 t, w�z z0 LINE 2" PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" = 5' 3 r EXISTING PROFILE GRADE '------ _,__ - LEGEND � KXX� � - - - - - --- IBNED AI CBAATNEDSOENXEI SD TI INN GP LPAI CP EE T O ITNOD IBCEART EE SM OE XVIESDT I N G P I P E IBNODRI CRAOTWE SF ICL OL MR PE AQCU TI REEDD IGNRDAI CNAUTLEASR WB HA CE KR FEI LCLOI MS PRAECQTUEI DR E D 0 I I I I I .I fill WI I I 4 I I I I I I cl WI •1 ! I I I I I I ' I I I I _j I I I 5 H 1 I 6" PIPE• • • • Know what's below Call before you dig. +50I r (f) w z _J _J_ u f <( 580 575 570 565 560 555 550 545 LINE 2 - STA. 0+00 TO 5+50 PLAN AND PROFILE • u � 1-4 REVISIONS 8/13/2025 BID SET C 202s Mictwesicrn Engineers. Inc. 802 We�t Bro,1dway Street P.O. Bux 295 LoopOOll°<'. Indiana 47553 DAT£ AUG 2025 DESIGN M.M.S. DRAWN D.AP Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 09 09 16 I Fll£ NUMBER I _ 45085 _ Do Not Use Plan Previews for Take Off
/ i // I I / £,,, 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 D E F1 F2 Grass Existing Lg. Stone Rip-Rap Existing Smooth Wire Fence Exist. Privacy Fence - Wood / Plastic LINE "2" - STA. 5+50 to STA. 11+25 SCALE: 1" = 20' I • /13\ EXISTING HYDRANT TO BE REMOVED WATER MAIN PUSH REQUIRED @ H1 Large Diameter Tree Base Culvert Pipe Know what's below Call before you dig. 575 570 565 560 555 550 +50 0U'.) + L!) � (/J LU I i\ Th II I I I I I ' ' lI ' 6 u I : �I l CIJ1 1 �1 I ....I ·n.. 0.. I () w __ 7D 1---r f ----�- 1- .... C E �i - 7 n r-·7t- 7i -n- -· 7 n i ' UL... --u- -LL... -L'- -LL... -u-- r-:: ......... 5 LF. 18" STL. CASING PIPE IMSTALL"D BY BORE AND JACK METHOD '' I ' I , � 1 '2 :a ' I _I H ' +' ' ' ' ' I: ' ' l' ' ' ' ' -'-' ' ' ' ' ' ' I -� 7 u H2 K L M Metal Pipe End Section 10 u .r 8 9 u u iJ5 Large Landscape Area Exist. Concrete Retaming wall Existing Sewer Shown For Clarity ' '' ' ' . l ,, �: ' ' ' ' ' l ,,�: ' I ' I r r CL. U.S. 31 _ LINE 2 1 . � 1 - : {EXISTING PROFl�E GRADE i (STATIONING BASELINE) � -� �� f'::\ H °'.�� : 1 1 1 °1 B2 \_ H J u 1 B2 I a:iL I- l -� -+ � � i n LJI 'U � 'O 6" PIPE il i3 p I' ' I ' I ' I : ' LEGEl'ID 11 u EXISTING PROFILE GRADE - I +25 I 575 570 565 L!) .,.... +.,.... .,.... 560 555 550 -� 5:: 6" WATER MAIN PIPE INSTALLED O O o o i= @" .a:: o:: § 9 g ..... BY DIRECTIONAL DRILLING METHOD O O @ 0 � o:: """' ��: INpiCATES EXISTING PIPE TO § 6 -� ::tt � � � � 0:: � �-� ���� Bf ABANDONED IN PLACE 54 5 5 o:: � ::.:: • z z :i zo� I __ 5 � �4�-!..___j_-_ _ ________ � ��--�iSl-____________ 6�_.-;�}-------------� o�§-._--------------�O�f--------------------------io�3-------------------------------�o zc--------------------� �. ------------i 8z t -- � 8 z :0 � 2� □ I_lf' X X _:-11 _ _1:-;-,g--�ccC E"" A";c=�c'!'c�'cX� V 'cl : 'c ; � 1�N�G�P�IP�E�___-t_____""1 I- (!) � <I'.'. z '-' � '--'. � > i > LLW 540 z o:: o::... ,.: � &: &: tu ffi W ffi � � INDICATES COMPACTED � -� � w w w LL U) U)- U) U) f-- LL V////////1 - w LL w a: rJJ Cf) Cf) --; S � BORROW FILL REQUIRED � -� � g � � � � � � � � � INDICATES WHERE COMPACTED � w w o S S S � ii; .� S �"' � _ x ill �- � -w w w 2 z z � 1p � � GRANULAR BACKFILL IS REQUIRED U) U) N Z Z Z LINE 2" - PROFILE VIEW 540 SCALE: Horiz. 1" ::: 20' Vert. 1"::: 5' LINE 2 - STA. 5+50 TO 11+25 PLAN AND PROFILE REVISIONS 8/13/2025 BID SET 0 2025 ':t· wesrern Engineers. Jnc. P8L .oO"o .gWBo ooe tsxet e2B.9rl5oma l di , wm "av 4 S7 l5! "5e e3 l DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 1 0 10 I FILE NUMBER _ 45084 16 Do Not Use Plan Previews for Take Off
575 570 565 560 555 550 SCLA E: 1" = 20' 12 13 14 15 (D Exist. Concrete Retaining wall Existing Sewer Shown For Clarity ( , 3, XE S IT I NG YH D R A NT T O B E RME OVE D Kn, W what's below f---',=;4:=�'---+ -W-A_T E_ R _M_A IN_P_U_S_H R_ E_Q_U_ IR_E_D�,,------- - - - -,;Cc:a.11 before you dig16 +25 tl 17 I z ...J I uIwx I I I , _ i r r i i i r i i i c1 I I I I I I I I I ID 1 I I I I I J J -I I I <Ill .I I •1 I . . .: I · '-I I ©1 I I ;....1 '-I I � , 1 ! �( Bl, 1 I (I)] L I I �: : v,I l I I i i ! 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 JI I I I I �EXISTING PROFILE GRADE C) I I I I I l �EXISTING PROFILE GRADE I :. 0 -�, CL. US. 31-LINE2 - -,�-:- l : ·E: : l 1 : : : [ I ( 01 I I I 01 I 1 t I I CL. u S. 31 -LINE 2 I , (ST ATIONING BASELINE) I ' , , .J I , , , , , r-----.. l 1 1 cl,.-.. '-'-----------' � .J I A t 1 0 t.:"":\ 1 1 I : 1 (STATIONING BASELINE) I "" �7�--t·1 "'LiJ- - 1 u·1£ct 0 .+ TI -,0.-- -l : - -c... ,B2J-o i I I I ; I co EXIST. CONG. STR. -------Ji -------'=- -- ----- -- i Qt_____________ n _________ -- i________________________ --- -- --S E WER�:��T:��,g� ----___ c;f ____ j_ J---- �-------------------------------------- 2 INV 551 8±- -INV 551.7± N OTE 0 6" WATER MAIN PIPE INSTALLED _ 63 o ALL PIPE CROSSINGS INVERTS AND UTILITY 0 LEGEND 575 570 565 560 555 550 o � o O BY DIRECTIONAL DRILLING METHOD 9 � @ INV. 551 6± § w DEPTHS TO BE VERIFIED PRIOR TO INSTALLATION b ���: _ INDICATES EXISTING PIPE TO @ 6 @ @ � @ a:: w a:: OF PROPOSED WATER MAIN. REPORT FINDINGS � � -""'-�� BE ABANDONED IN PLACE a:: � a:: : EXISTING SANITARY SEWER SHOWN z � � � z TO ENGINEER � INDICATES EXISTING PIPE 545 L-5�41�5ij_ _ _ _ _ _ __ ---i � !·_____________j1lj___________����-------------i� 6f-----------� O�U J_T T_C O�F�V\JIEIEc\W�F�O�R l<_( C�LJ_ A\FR<ll�TY'\'_:-::::'____ _ ---lsl-----------oi . ----��t - -- - - - - - - -:�-------;s�-!c""�""�""==============="------=t---------tr< XX ):il --'!-r"o""s":Ec'c R "E"" M c" O"v�E"oc-"=��----t---------1 i � � > &'. � * � ffi ffi v½½½½J _ \NDICATES COMPACTED W ..... ffi ffi m w w (/) (/) � 13ORROW FILL REQUIRED 540 (/) m (/) 1!> "I � � ffi � � � � � � � � ffi � � --��!%�T�������!CLOl ����TU�� ED � (/) z z z LINE 2" - PROFILE VIEW 540 SCALE: Horiz. 1" =20' Vert. 1" 5' LINE 2 - STA. 11+25 TO 17+00 PLAN AND PROFILE u Q REVlSIONS 8/13/2025 BID SET C 2025 )',.[jdwest�m Engineers. Inc. 802 Wtcll Broadway Street P.O. Box 295 Loog_oo!ee. lndi�na 47553 DATE AUG 2025 DESIGN DMRA.MWN.S. D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 11 11 1 6 I � tE NUMBER I _ 45083 _ • Do Not Use Plan Previews for Take Off
' I l 'I I ,' I 570 ' ' \ \ I I 17 I /s\ 1" OR 2" SADDLE SERVICE CONNECTION (VERIFY SIZE) � PROPOSED 1" OR 2" SERVICE LINE (VERIFY SIZE) � DRIVE REPAIR REQ'D SEE MI SCELLANEOUS DTLS. /\1\ EXI STING VALVE TO BE PERMANENTLY CLOSED J 1_ WATER SERVICE PUSH REQUIRED /If\ EXI STING HYDRANT TO BE REMOVED )14\ WAT ER MAIN PUSH REQUIRED 18L.:='-1------=====----- - +-,�, -- I U \ Z I 5°: \ I \ I k l 0 LINE "2" - STA. 17+00 to STA. 22+80 N c------���=---== SCALE: 1" = 20' 20 PROFILE U.S. 31 - 21 u _.J I I ar �--------� I 1· 565 "' J �EXISTING PROFILE GRADE 1 .! Cll 1- ,,,,,- CL. U.S. 31 - LINE 2 � 1 -�I 1-..::C..::C..::C _ _j___. j___ ____[I ____L:_j (STATIONING BASELINE) 1 I a. 560 555 550 545 540 535 --�-�--t1�7_-----------�-----------------� -------------------------------------------------------------- (H2\.%: d � �- _____ �-� --- �� __________Ji_________________ ';;j ,i?, ----------- ,7 _____________________"______ -- �-�::�:::::::=:::::-::-::---:���- - � ;I, I@ i ; (cl lcV (cl Z /� //, I I 9 _ • 6" PIPE I LO _J • \. '' 7 6" PIPE I I 2 & !�' ' u I <( __________________________ I ,--------- ' ' '' '' ' ' ---;r-- � -------------------,------·---- 0 a woc z � M ' ' '' '' ' ' ' ' ' ;.. ' ' I ' ' ' ' ') - 1 : J i. �INV 5505± -' EO XUI TS TOI NF GV I SE AWN FI TOARR YC LSAERWI TEYR S H O W N --------- B6 "Y WDAI RTEECRTMI OANI NA LP IDPREI LI NL ISNTGA LMLEETDH O D LINE 2" - PROFILE VIEW A3 Asphalt Shoulder B1 Stone Parking Lot B2 Stone Drive / Public Alley C1 Concrete Apron C2 Concrete Drive � � �- �8 C3 Concrete Curb (Chair Style) - <I) D Grass � � //'Jl---),,;f---J- - --------------1 � J/ -1-°""E ?-+E - x _ is _ t t_ ng .:._ L _ g _ . _ s_ to _ n _ e _ R_ ip _ -R_ ap'--- -- - -� I ' .!!? "'-u /i /d': ID / ■l->.aF,.1�+--E_ xi _ s _ tin _:g:_ S_m_ o _ o _ th _W_i_re_F_e _nc_ e _____ � , '..::...1 - .,. F2 Exist. Privacy Fence -Wood / Plastic • • • Know what's below Call before you dig. G H1l H J 2 K L LCaurlgveerDt Piaimpeeter Tree Base Metal Pipe End Section EL axri sgte. ML aent adlsGc aupaer dAr ar ei l a Exist. Concrete Retaining wall 22 Ml Existing Sewer Shown For Clarity u -EXISTING PROFILE GRADE i"oc 00x C 0 l 00 0 X w ' �"oc 00 .0 x ' ' ' : : � ' ' ' I ' I ' ' ' I I r ' ' ' I +80 ' ' CL. U.S 31 - LINE 2 I : I -7 (STATIONING BASELINE) , (H1 i , O .L I� I lco -- - - -- , � m= 1=-i�--=------ � -- 'Tl I I I �I II N -- _ _ ____ ::1ll S1 1111 ,_.,,,;. z ::�tll' :: � z: @-WlJ � ...LJ� DEPTH v .J � � UNKNOWN W �� z_ _J 570 565 560 555 1 6" PIPE ....=-------< -3:! u _________J___ -<(- LEGEND � ™ - - - -- I8N8D AI CBAATNEDSOENXEI SD TI INN GP LPAI CP EE T O ITNOD IBCEART EESM OE XVIESDT I N G P I P E IBNODRI CRAOTWE SF ICL OL MR PE AQ CU TI REEDD IGNRDAI CNAUTLEASR WB AH CE KR FEI LCLOI SM PRAECQTUEI RD E D 550 545 540 535 SCALE- Horiz. 1" = 20' Vert 1" = 5' LINE 2 - STA. 17+00 TO 22+80 PLAN AND PROFILE •- REVISIONS 8/13/2025 BID SET 0 2025 l8v0! i2d wW�e� st et mB r oEandgwi na�ve rSs t.rI endc . P.O. Box 295 Loogootee. lmli:ma 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 12 12 16 FIL.£ NUMBER 45082 Do Not Use Plan Previews for Take Off
' 570 565 I +8(:) 23 N Of------;-�-� E , E _ 1 . _ .'-� 2 -:�-. -_s_T _A_._2_2_+ _a_o_to�S_ T_ A_. _28_ +_0_0_ • ·- . Know what's below Call before you dig. 24 25 w 27 /6\ /g\ PCROONPNOESCETDIO6N" T0O.1.EPXIPISETING 6" PIPE REQ'D P1 "ROORP O2 "SSEADD1D" LOERS2E" RSVEI RC VE I CC OE NL INNEEC(TVI EORNI F( VYESRI ZI FEY) S I Z E ) DE XR IISVTEI NRGE PVAAI LRVRE ETQO' DB. ES EP EE RMMI SACNEELNLTALNYE COLUOSSDETDL S E WW X A A IS T T T E E I R R N G S M E A H R I Y N V D I P C R U E A S N PH T U R S T E O H Q R B U E E IR Q R E U E D I M R OED V ED ')Q i l l 1 { l 61 1 I 1 1 EXISTING PROFILE GRADE- 1 1 1..., E F Culvert Pipe G Existing Tree/ Pine H1 Exist. Smooth Wire Fence H2 Exist. Privacy Fence - Wood / Plastic J Exist. Metal Guardrail K Large Landscape Area L Exist. Concrete Headwall M Existing Sewer Shown For Clarity 570 a:ii EXISTING PROFILE GRADE- <ril crii j a:ii i -� 00 1 (f) I (/JI : 00 1 I �t CL us 31 - LINE 2 565 i - i 1 PROFILE U.S. 31- i � i �r/J -g! CL. U.S. 31 - LINE 2 f---------i' _____________ 1 _______ !i_______ 1i ___________________________________ -t________________________ 7,_________ ____T___ 1 ,_1,_ _ _ __ t-___ _ 7L'--j-l.'.1::ST .'._A'.:'.T�l'.:O� N'.'.IN'.:'.G'.::._'.B�A:'.S:_'E:_' L:"IN".E:cllJ---j------'--j t------i- -- 74 (STATlONING BASELINE) I I I I I I I 11 L ____________________ l _______ --------------L _ - - - -� ---- --- --- - -· - ----- --- --------- ---- ---- --- ----------- - --- - - - - -----r-------------- - - -1--+------ � - ----=-----=--:::... --=--=-�----- 560 555 550 545 535 0 co + N N IC/) w z I u I <( ,� I I I f I T l + I I II II I I . -1 I 1 1 I I I J --rr'' --- 1i i ,,,------------�----�o : ----�:[____________________i _ ______________________________________ !IT---------------�ii----- t! -- ------ ---- W,;:3 C 4 : I / 4' ·/ r,, I I 3 4 6" PIPE (1/' ffe/ 4 ! i t /3 1 CONTRACT0R TO CONNECT TO EXISTING :;;; 4 � :: : 1 6" PIPE r B.. �------J-__ _j S6 "T WN . ASTTELR. TMAAPI NP IBN YG HS OL ET ETVAEP AMNEDT THAOPDP UI NSGI N G 1 6" PIPE I VALVE. // /// I I ,-�Io;I----------� M�---------------�- L U. � INV. 550.2± � EOXUI TS TOI NF GV I SE AWN FI TOARR YC LSAERWI TEYR S H O W N -B6 "Y WDAI RTEECRTMI OANI NA LP IDPREI LI NL SI NTGA LMLEETDH O D \_ INV. 550.5± ' LEGEND 560 555 550 545 535 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 0 2025 Midwc,;tcm Engineers. lnc. 802 \Vcsl Broadway Strce1 P.O. 'Box 2()5 Loogootee. Indian« 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUl.48ER 2025033-00 1 3 13 1 6 I FllE NUMBER I 45081 Do Not Use Plan Previews for Take Off
DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES FINAL GRADE (SEE SURFACE RESTORATIO N DETAILS) EXISTI NG GRADE ---/-=�� �»�� <�� ,/ �P---- UNDISTURBED SOIL VALVE STEM (AS REQ'D) ----tilW ,,'iS VALVE BOX ALIG NER ------,li�r---- _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _"' _ � _ -__ A _ D _ J - USTABLE VALVE BOX POSI-CAP OR EQUAL (COVER TO BE MARKED "WATER") MECHANICAL JOINT GATE GATE VALVE BOX ADAPTOR VALVE (SEE SPECS ) .._,{W.: ----- SEE SPECIFICATIONS FOR MECHA NICAL JOINT .if' REQ'D ENGINEER FILL RESTRAI NING GLAND, TYP · · \r,., )lit r WATER MAIN GATE VALVE AND BOX SCALE: NOT TO SCALE CONNECT TO EXISTING WATER MAIN WITH TAPPI NG SLEEVE AND TAPPING VALVE -,\____ c�j�:il.==--- - STUFFING BOX NEW STN.STL TAPPING SLEEVE W/ FULL CIRCUMFERENTIAL STEEL ----- CONCRETE THRUST BLOCKING REQUIRED. RE FER TO SPECIFICATIONS --i"·2·'"· -__. --:_- c ,_._ .-,0 EXISTING WATER MAIN -� NEW PIPE NEW TAPPING VALVE FLG.xM.J. (MUELLER OR EQUAL) SECTION "A"-"A" I----NEW WATER MAIN CONNECT to EXISTING WATER MAIN * N EW SOLID BLOCK SUPPORT WITH TAPPING SLEEVE AND VALVE ---tuo o I I-+--- NEW TAPPING VALVE FLG.xM.J (MUELLER OR EQUAL) NEW STN STL. TAPPING SLEEVE W/ FULL CIRCUMFERENTIAL SEAL . • . ,,. . .. .- " A " PLAN VIEW EXISTING WATER MAIN CONCRETE THRUST BLOCKING REQU IRED REFER TO SPECIFICATIONS 4 WATER MAIN TAPPING SLEEVE SCALE: NOT TO SCALE PROPOSED 5 )\" FIRE HYDRANT 6" SHOE 6" AUXILIARY GATE VALVE 6" PIPE 6" M J. 45" BEND (TYP) IF NECESSARY 6" M.J. TEE 6" WATER MAIN - NOTE: @ IPNRSOTVAILDLEATFILLING FOP HYDRANT ION PER PLAN VIEW 7 14 I I I I I J VALVE BOX COVER GRADE "-------" 2'-6" MIN. 3'-6" MAX. __J w L_ ALUMIN VALVE BUOMX ----1� ..+n--'� LJ "OPEN LEFT" OR "OPE N RIGHT" I ND UDCI CT AI LTEO R IRON OPERAT ING NUT WELDED STEEL ALIGNMENT WASHER 6" PIPE WELDED ¾" STEEL PIN AT EACH E ND SPOT WELD VALVE ½"TLHEASS '--'--'_J N VALVE ID. SSECTREW SSCETREW S A T -1 E 0 E 1 L 8 S C T O E L MD ROLLED DUCTILE IRON SOCKET 2 VALVE STEM EXTENSION SCALE: NOT TO SCALE COIL ENOUGH WIRE TO EXTE ND 12" ABOVE GROUND DEBRIS CAP REQ'D ON ALL EXTERIOR VALVE BOXES DIRECT BURY LUG DRILL A ¾6" HOLE 4½" FVRAOL VME TCHOEVTEORP O F T H E KNADOJUTSTABLE VALVE BOX )------ SPIRAL TRACE WIRE UP ON THE TROAUCTESWIDIEREOF THE VALVE BOX -=-=-=-=-=-=-=-=-=�_'.:�J'PiD�tmc-l.���F�IN� ,I SHED WATER MAIN 2 5 t__/\__ TRACE WIRE ACCESS DETAIL SCALE: NOT TO SCALE FINAL GRADE (SEE SURFACE RESTORATION DETAILS) in VARIES w f-- - -"'-='----, 8 VALVE STEM ';v 1·-s· min. 10" ,o· I i ·Esi.1 °Esr'. 1 '" VALVE BOX =-2,>;���� c----J---� VALVE BOX ALIGNER ;'y//,0 .,.. POSI-CAP OR EQUAL -- FOSTER ADAPTER SEE SPECIFICATIONS FOR REQ'D ENGINEER FILL NEW M.J. TEE ---it:';�,:;):;: NEW WATER MAIN ----+�"+Hf. 5)\" FIRE HYDRANT (PER SPEC IFICATIONS) t VARIES !le r EXISTING GRADE ' - ,, «<' UNDISTURBED EARTH 1 CU.YD. #2 STO NE FOR DRA IN ( 6 " CAOBNOCVRE EPTOERTTHSR) U S T B L O C K :·''°·\; (SEE THRUST BLOCKING DETAIL) '" /'• CONCRETE THRUST BLOCKING REQ'D RE FER TO SPECIFICATIONS , , , CO NCRETE EXISTING WATER MAIN TO BE ABA NDON IN PLACE AUXILIARY GATE VALVE BLOSCUKPOPORT VALVE WITH SOLID N UNDISTURBED EARTH NOTES BLOCKING ON UNDISTURBED EARTH D.I A NCHORING COUPLING (LE NGTH VARIES) UNDISTURBED EARTH 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE AND F ITTINGS TO LOCATE THE HYDRANT AS SHOWN OR DIRECTED 2. TAPP ING SLEEVES FOR HDPE PIPE REQUIRE STAINLESS STEEL WASHERS, 1.E ROMAG MODEL SST-H, OR APPROVED EQUAL. 7 HYDRANT CONNECTION DETAIL SCALE: NOT TO SCALE 6 TYPICAL HYDRANT CONNECTION SCALE: NOT TO SCALE STONE BED BELL RESTRAINT HARNESS JOI NT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYO ND FITTING EACH WAY MINI N. PSEPRETCA'SBLE A' FITTING WITH MECHANICAL JO)NT RESTRAINED TO PIPE BY USE OF A JOINT RESTRAINT I I MIN. PER TABLE l�ii #4 REBAR STONE BED VERTICAL BENT AS SHOWN B #4 E REBAR NT AS SHOW N STONE BED • SEE SPECIFICATIONS BELL RESTRAINT HARNESS JOI NT RESTRAINT REQ'D PER TABLE I N SPEC'S BEYO ND FITTING EACH WAY HORIZONTAL 3 TYPICAL THRUST BLOCK DETAIL 8 SCALE: NOT TO SCALE � w � "' u "' z w Iii 0 2. I I w I w �I ;:;c" I 0 "' cl � I � n_ tc I I I "'w"' � "' u z � w "' n_ as 0 - NEW WATER MAIN E SE X R IS V T l l � � E G METERED WATER EXI R STING WATER METER or IGHT-OF-WAY LINE EDGE PVM'T --- EDGE PVM'T NEW C,ORP STOP NEW SERVICE LATERAL PUSH DETAIL SCALE: NOT TO SCALE REMOVE PIPE CONTRACTOR TO REMOVE ENOUGH PIPE ------------,f-----------' TO ADEQUATELY INSTALL NEW RESTRAINING GLA ND AND MECHANICAL PLUG, THRUST BLOCKI NG AND WATERTIGHT SEAL INTO A ND AROUND EXISTING PIPE PLUG (ABANDONED IN PLACE) PERMANENTLY CAP, SEAL AND BLOCK ABA NDONED PORTION OF EXISTING MAIN ABANDONED I N PLACE EXISTING PIPE ABANDONMENT DETAIL SCALE: NOT TO SCALE TYPICAL DETAILS REVISIONS 8/13/2025 BID SET C202s Midw�stcm Engineers, Inc. 802 West Broactway Street P.O. Box 19.'i loogwtce. lndiana47553 DATE AUG 2025 DESIGN M.M.S. DRAWN AP.J Q.C. CHECK W.A.E. PROJECT NUMBER 2025033-00 14 14 OF 16 FILE NUMBER 45080 Do Not Use Plan Previews for Take Off
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