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Midwestern Engineers, Inc. Plan Preview

� .. \n 0e. t41 � - ; \"- ,, • � <t 0 ! N � � :, ! �� - w •• - ' -� II �� �c �� w52' ls� i� ., � r DIV. II ATER SYSTE ENTS - WATER DISTRIBUTION SYSTEM IMPROVEMENTS FOR THE VERMILLION COUN ' INDIANA JULY,2025 TOWN COUNCIL TONY JACOBS, PRESIDENT JEFF SHIRLEY, MEMBER TONY SMITH, MEMBER CLERK-TREASURER MISTY KAELIN-SANDLIN WATER WORKS OPERATOR MICHAEL BOWMAN ATTORNEY SCOTT CRAIG COX, ZWERNER, GAMBILL & SULLIVAN, LLP TERRE HAUTE, INDIANA PROJECT LOCATION Quality Er,gineering Ser..ices Since 1959 Midwestern Engineers, Inc. 6809 Corporate Drive, � 802 Wes! Broadway St., P.O. Box 295 Indianapolis, IN 46278 Loogootee, IN 47553 Ph: 317-334-0262 Ph: 812-295-2800 \'<:'ebsitc: midw�tcrneng,com Fax: 812-295-2801 Em�il: mcinc@midwcstcmcng.com Consultants Civil Mechanical Electrical Rossville Pence t Judyville t--f)oF='-------1-0'--<;:;::::�-'=<L::..j l.-1' Carbondale Stewart South Raub � " N O'Ne, Fam Concor "'r-""''--,t,,,---t Corwin O Romne ' 7 g 31 i- --------- ---- Ooorgetown Olivet ::. "' w > Eugene "/' Coal Creek ' 63 \ ' ' ' 41 Mellott o ,0 Veedersburg O 1 4 j 1 o * Hillsboro •• G,i " 341 , 0 2 Kingman ' Wallace I 0 " Judson O 0 Wingate ., PLANS CERTIFIED BY:____ �---�S-__, 4___--_• _• _______ 0 � 7�/�0=1�/_2_025_ MARK M. SULLiVAN DA TE QUALITY CONTROL REVIEWER: REGISTERED ENGINEER NO. PE920059 STATE OF INDIANA Jls?pf;;r/&: 07/01/2025 DATE New Richmond " 0'-"---{10�linden 38 Elmdale MON Lapland ' Parkersb NOTTO SCALE COPYRIGHT © 2025 Midwestern Engineers, Inc. PROJECT NUMBER 2022043-01 FILE NUMBER 44639 BID SET 1 14 Do Not Use Plan Previews for Take Off

VERMILLION COUNTY HIGHWAY ENGINEER/SUPERINTENDENT 1894 SOUTH STATE ROAD 63 HILLJSDALE, IN 47854 PH: f65-505-0314 ATT� MIKE KLYAIC EM/1:IL: mike.klyaic@vermillioncounty.in.gov COMMISSIONERS MISTY HESS BILL PEEBLES RJ DUNAVAN DISTRICT 1 DISTRICT 2 DISTRICT 3 INDIANA DEPARTMENT OF TRANSPORTATION CRAWFORDSVLLE DISTRICT DEPUTY COMMISSIONER DEBBIE CALDER 41 WEST 300 NORTH CRAWFORDSILLE, IN 47933 PH J-765-361-5201 EMAIL: dcalder@indot.in.gov UTILITIES DISTRICT PERMITS MANAGER JUSTIN PATTERSON PH: 1-765-376-6769 EMAIL: jpetterson1@indot.in.gov COUNTY COMMISSIONER OFFICE COURTHOUSE 255 S MAIN ST, P.O. BOX 190 NEWPORT, IN 47966-0190 PH: 1-765-492-5345 ATTN RON DUNAVAN, AUDITOR EMAIL: auditor1@vermillioncounty.in.gov DISTRICT PERMITS INVESTIGATOR JULIE STIREK PH: 1-317-619-3989 EMAIL: justlrek@indot.in.gov ELECTRIC DUKE ENERGY WATER: TELEPHONE: FIBER OPTIC: 100 S MILL CREEK RD NOBLESVILLE, IN 46062 PH: 1-317-776-5320 ATTN: DON MCDUFFY PERRYSVILLE WATER PO BOX 525 AT&T DISTRIBUTION EMAIL: g09871@att.com 132 W MAIN STR PERRYSVILLE, (N 47974 PH: 1-765-793-3771 EMAIL: dei-dline-coord@duke-energy.com ATTN MICHAEL BOWMAN SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 EMAIL: bowmanbeck@hotmail.com SEWER: N/A GAS ----- SHEET SCHEDULE DESCRIPTION COVER SHEET OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE OVERALL SITE PLAN PLAN SHEET - S.R. 32 AND TANK SITE BASE BID PLAN SHEET - S.R. 32 AND TANK SITE MANDATORY ALTERNATE 'A' BID PLAN SHEET - WATER STREET PLAN SHEET· GREEN STREET TO ADAM STREET ALLEY NORTH AREA -WATER METER REPLACEMENT PLAN SOUTH AREA -WATER METER REPLACEMENT PLAN WEST AREA-WATER METER REPLACEMENT PLAN SOUTH AREA-WATER METER REPLACEMENT PLAN FLOW CONTROL VALVE PIT; S.R. 32 PROFILE; METER RENOVATION DETAILS TYPICAL WATER DETAILS TYPICAL WATER DETAILS EXISTING WELL No.1 EXISTING WATER TREATMENT PLANT AND WELL FIELD ECO. RO. 1150 N EXISTING WELL No. 2 NIA . "" ,,-i; <1-". e, O · "' 1 JOINK, LLC 834 S 10TH ST TERRE HAUTE, IN 47807 PH: 1-812-234-5100 x 125 ATTN: DANIEL WEGNER EMAIL daniel.wegner@joinklic.coom CABLE SERVICES CABLEONE, INC. OBA SPARKLIGHT 215 S MAIN ST. CLINTON, IN 47842 PH 1-812-227-5385 ATTN JOSHUA DEWITT EMAIL: joshua.dewilt@sparklighl.biz <MO • 1 .., ' GENERAL NOTES 2 3. 4 5 7. 8. 9. 16 11. 12. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DR!VES, EXISTING UTILITIES, POINTS OF CONNECTION. ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM {WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICA DATUM (NAD83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88) THE CONTRACTOR SHALL CALL INO!ANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. THE LOCATION OF EXISTING UTILITIES, ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HP..VI:: ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THER(FORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRJOR TO ANY CONSTRUCTION IN THE AREA. FOR ANY EXCAVATION WITHIN PAVED AREAS FOR MANHOLE ADJUSTMENTS, VALVE BOX ADJUSTMENTS, INLET ADJUSTMENTS OR RELOCATIONS, METER ADJUSTMENTS OR RELOCATIONS, FIRE HYDRANT RELOCATIONS, ETC., THE CONTRACTOR SHALL REPLACE THE EXCAVATED MATERIAL WITH f=LOWABLE FILL OR STRUCTURAL FILL AS REQUIRED . THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC, WITHIN THE CONSTRUCTION LIMITS. THE LOCATION ANO PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT ANO MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPUCA8LE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. ALL SPOT ELEVATIONS ARI:: ro FINISHED GRADE. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. THE CONTRACTOR SHft..LL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UIILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVl::.R EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN SE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. ANY PART OF THE UTJLITY PIPE TR.ENCHES RUNNING WITHIN 3 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. LEGEND ,w---- "v"v�AvAvAv �--7---------- © 8 t ' t ® EXISTING WATER MAIN WITH LINE SIZE EXISTING WATER MAIN TO BE ABANDONED PREVIOUSLY ABANDONED LINES NEW WATER MAIN WITH LINE SIZE EXISTING GATE VALVE EXISTING FIRE HYDRANTS ANO FLUSH HYDRANT NEW GATE VALVE ---520--- EXISTING CONTOURS ---@fil-- PROPOSED CONTOURS ··---.,� RIGHT-OF-WAY ec -- PROPERTY LINE CL - CHAIN LINK FENCE e -- BURIED ELECTRIC --, BURIED TELEPHONE 11 THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 12. ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 3 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 13. DOWN TIME COORDINATIN MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING WATER MAINS, COORDINATE WITH MICHAEL BOWMAN. WATERWORKS OPERATOR, AT 1-765-793-4138, A MINIMUM OF FIVE (5) □WORKING DAYS PRIOR TO WET/DRY TAPPING OF MAINS. 15 PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT THE PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERECE PURPOSES ONLY. 10. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 18. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS. WHICHEVER HAS JURISDICTION. 19. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED OURlNG CONSTRUCT!ON,THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK ANO CONTACT THE IND!ANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF HISTORIC PRESERVATION AND ARCHAEOLOGY, PHONE NO. 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITH RECEIVING THEIR APPROVAL. 21 EXACT LOCATION OF PROPOSED GATE VALVES. HYDRANTS, FITTINGS ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING NEW STRUCTURES. 22. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION. WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH AND WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING ROPER MITIGATION MEASURES. 23. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. D===== --illTREES SIGN CATCH BASIN AND CULVERT BURIED TELEPHONE BOX LIGHT POLE t NEW FIRE HYDRANT -rn,-rns- EDGE OF PAVEMENT OR STONE �CP-7 �TBM-1 POWER POLE ANO GUY WIRE SURVEY CONTROL POINT .. @ [j,i] WATER METER (LOCATED) WATER METER (LOCATION UNKNOWN) WATER METER w/ GALVANIZED SERVICE LINE NEW COMPLETE WATER METER SET DIVISION I - NEW 100,000 GALLON ELEVATED WATER STORAGE TANK O.F. ELEV. 649.0' PROJECT LOCATION DIVIS!ON I! -Wt.-,r!llR DISTRIBUTION SYSTEM IMPROVEMENTS, STORAGB: TANk CONNECTION AND ALTERNATE FLOW CONTROL VALVE PIT, iilEE SHEETS 4-5 ECO. RD. 1125 N � .. J PROJECT LOCATION MAP c__ ___ :-.J1 PROPOSED STONE DRIVE TEMPORARY EASEMENT ------ PERMANENT EASEMENT I • PERRYSVILLE • • . . , WCEDARST. - � - -. -=" DEPOT ST. • - CORPORATE BOUNDRY ..,__ "' - -· � ..... ' -... - .- i • I I J -�· (5 " -- • - " --- - - .- -. E VERNON S'r. • ' - ' - SURVEY TEMPORARY BENCHMARK 400 ,------------------------"1·"0� PROJECT LOCATION DIVISION II - WATER DISTRIBUTION SYSTEM IMPROVEMENTS, WATER MAIN REPLACEMENT SEE SHEETS 6-7 DIVISION I - EXISTING 50,000 GAL. ELEVATED WATER STORAGE TANK TO BE REMOVED. O.F. ELEV. 649.0' PROJECT LOCATION • DIVISION II -WATER DISTRIBUTION SYSTEM IMPROVEMENTS, WATER METER ANO VALVE REPLACEMENT SEE SHEETS 8-11 SCALE 1" = 400' 200 0 S.R 32 400 OVERALL PROJECT MAP GENERAL NOTES AND SHEET SCHEDUL I u ;:: REVISIONS BID SET C 2025 8M0i2c \ w\ V�es.w1 1 mB r Eo :n, dgwi na�y- . : rSs .1 r eJ nec1 . P.O. Box 195 Loogootee. Indiana 47553 DATE JULY 2025 DES!GN M.M.S. DRAWN M.K.W. S.L.H. Q,C. CHECK E.K.P PROJECT NUMBER 2022043-04 2 2 OF 14 FILE NUMBER 44638 I Do Not Use Plan Previews for Take Off

LINE LEGEND 6v6v""-¢'v6v6v6v "v0v�0v0v"v 8 -,� © ---------L':. -- 0 � w 8 �0 0 ,oo .�"" MW NO � �9 !: �M !� 0� �� 0 .... *� Oa Q"" -w'" � .__ •• z> : I'- ,o �u " 00 � � "' s,i < Q ii, g -N �5 <& EXISTING WATER MAIN WITH LINE SIZE EXISTING WATER MAIN TO BE ABANDONED PREVIOUSLY ABANDONED WATER MAIN EXISTING GATE VALVE EXISTING FIRE HYDRANT NEW WATER MAIN WITH LINE SIZE NEW GATE VALVE NEW FIRE HYDRANT EXISTING WELL No. 1 EXISTING WATER TREATMENT PLANT AND WELL FIELD I EXISTING WELL No. 2 300 SCALE 1" = 200' 150 0 300 NEW 100,000 GALLON ELEVATED WATER STORAGE TANK O,F ELEV 649 O' SEE DIVISION I FOR I - - - - - �� Aaaa D� D i--' I T 7 IO ';;i N # A =L =' l "' N '= F "i O� Rc,;M=,,AaeT=slO,.N==a!i • . ,� � --...-- � � --------- _______L_•'--- 9•--- -1 , I • I I I MANDATORY ALTERNATE BID NEW 8" FLOW CONTROL VALVE PIT SEE SHEETS 5 AND 10 FOR ADDITIONAL INFORMATION " S.R. 32 '------ ~ __ ) ______________ _ S.R. 32 • I .. S.R. 32 8 � / A 8' I I I I I I I I I I I I I I I --------------,,J ~ • 8" I m"': EC.R.112,N I •: I I I I I I SHT. 9 COljfORATE � NDARY r pa, I ,..,. r I j PERR 1 sv1 I I I I J " 1 • • I ,---------------.. } l SHT 11 • � ·� L_______________ ,----7 I 1•, 1 1 w 1 I I" ..---1 EXISTING 50,000 GAL ELEVATED WATER STORAGE TANK -- TO BE REMOVED. O.F.ELEV 649 O' SEE DIVISION I FOR ADDITIONAL INFORMATION I I I I I I t I 1 1 I I I I I ' ' PROJECT OVERALL I REVlSIONS BID SET C 2025 Midwestern Engineer.;. lnc. 802 Wes! Broa(lwav Street PO B0�295 Loogoo!�, Jndiana 47553 OATE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. Q.C. CHECK E.K.P PROJECT NUMBER 2022043-04 3 3 OF 14 FILE NUMBER I 44637 Do Not Use Plan Previews for Take Off

1M2E" GSAE RLIUEGS R1 1E0S0T-R A-I N T- - - - - - - . _ 12" GATE VALVE--.____ 12"1x28"" A0N.1.CRHEODRUCCOEURPLING EXISTING 8" PVC " "-' � WATER MAIN TO r If-- ;( -r- � r ,;,.: REMAIN IN ,J,.. A� ......\.,,, ,.L! ~ ' SERVICE ,-:\->-,'fl -i 8" GATE VALVE 181" 0D0. I .MSELGEAE VL UE Gw /RSEESRTI ERSA I N T BF OE LRL TRWEOS TJROAI NI NT TS HOAURTNFERSOSME SE AR CE HQ ' D . POINT OF CONNECTION (TYP.) N 1W2I"TDH. IP. OCLLAYESSTH3Y5L0EWNAETER MAIN EA NN CD ABSEELML ERNETS, TTRRAAI CN ET R W I R E H6 "ATRHNKE. SSSTEOSN OE NB AA SL EL JAOS I N T S RCEOQNUNIERCETDI OUNN D( TEYRP .P) O I N T O F 12"x12''x12" 0.1. TEE 12" ANCHOR COUPLING 12"x8" D l. REDUCER 8" GATE VALVE w8 "/ SDE. I R. SI ELSE E1 1V0E0 RMEE SGTAR LAUI NGT PP RO EU -RCEADS TO R CTHORNUCSRTETBELOCK BF OE LRL TRWEOS TJROAI NI NTTS HOAURTNFERSOSME SE AR CE HQ ' D . POINT OF CONNECTION (TYP.) 0BASE BID - POINT OF CONNECTION DETAIL No. 8 DO NOT SCALE DIV I DIV II NMOATNED:ATORY 'A' ALTERNATE BID 8" D I. DC EODNINCEA CT ET IDO TNABNEKT WF l EL LE NW AD TI VE. RI AL INNDE D I V . I I IS SIMILAR TO DETAIL SHOWN. N �� f 1W2I"TDH. IP. COLLAYSEST H3Y50L EWNAETER M A I N EA NN CD ABSEELML ERNETS, TTRRAAI CN ET R W I R E HD IAVR. NI CE OS SNETSR AOCNTAOLRL J O I N T S B Y llja,='lf._, � �------6" THK STONE BASE AS ' ' RC EOQNUNIERCETDI OUNN D( TEYRP .P) O I N T O F �4:------ PD OR IYN TT AOPF NCEOWN N1 2E" CMTAI OI NN TTOO NDEI VWI S1I O2 "N 1 , 1M1A0I0NMWEIGT HA AL U1G2 "RDE. IS. TSRL EAEI NVTE w / S E R I E S ��-�R ;--- - - - - -12" D.I. CLASS 350 WATER MAIN � � WITH POLYETHYLENE • JJ EA NN CD ABSEELML ERNETS, TTRRAAI CN ET R W I R E HD IAVR. NI I ECSOSNETSROANC TAOL RL J O I N T S B Y BASE BID - POINT OF CONNECTION DETAIL No. 9 DO NOT SCALE r 1H0IC53KSE, SCARR. 3L2RANDALL (CULT!VATED FIELD) NEW 100,000GALLON ELEVATED WATER STORAGE TANK 0.F. ELEV 649 O' SEE DIVISION I FOR ADDITIONAL INFORMATION c ' ' ' ' ' ' ' I -- < -- ,:, ---- TOWN OF PERRYSVILLE I I I I I I I I I jJ I I I I I I 20 ITEM TBM-1 C C P P - - 7 8 BENCH MARK AND CONTROL POINT SCHEDULE NORTHING 1750185.8010 11775500212929..55665400 S.N. 1 S.N. 2 EASTING ELEVATION DESCRIPTION 2853008.4670 537.01 MS IADGE SOPFI KPEWIPN 2N9O4 R- 8T7H9 2853137.2070 537.74 5/8 INCH REBAR 2852990.9450 537.10 5/8 INCH REBAR SPECIAL NOTES ICNUSTT, ACLAL PA A3N- WD ARYE TF II RR EE HE XY IDSRT AI NNGT AWSAST EE MR BMLAYI NW OI TNH B6 O" GT HA TLEI VVEAAL NV DE RETIRED SECTIONS OF PIPE S.N. 3 REXEITSITRIENDGIWN APTLAECREMAIN SHOWN AS CROSS HATCHED TO BE S.N. 4 RC ET SC OS NE RN EV CI CTEELXI NI SET FI NRGO SMENREVWI C EM AMIENT. ECRU TW, ICTAHPNAENWD HROEPTEI RDER - 9 EOXNI SL TI NI NEGS SC ERROVSI SC IEN GL I NREO. ATDRWA AC YE SR . WC IORNENTEOC BT ES EI NRSVTI AC LEL LEI DN EO N L Y TRACER WIRE TO WATER MAIN TRACER WIRE. S N. 5 INSTALL A GATE VALVE (SIZE PER MAIN) S.N. 6 EAXPIPSUT RI NTGE NVAANL VCEE,SHTYOD RB AE NRTESM, OMVEETDE R1S8 "ABNEDL OOWT HGERRA D E , F I L L VOID NWEITCHESGSRAARDYE "B" BORROW BACKFILL, REGRADE ANO RESEED AS S.N. 7 DINRSITVAEL(LLEWNAGTTEHR PMEARINNBOYTEU)NCASED BORE UNDER STREET OR S.N. 8 EXISTING WATER MAIN TO REMAIN IN SERVICE S.N. 9 ICNUSSTTAOL LM CE RO MS EP RL EVTI CE ENLEI WN EM±E3 TFETR. FSREOT .MREEXCIOS TNINNEGCSTTERXUI SC TT IUNRGE CA W UN IT D T H , S C N T A E R P WU A C H N T O O U P R RE E E O T U R I P R - O 9 E N C E T X D S I I S S S T IN E IN F R GE V CI S C T E E I RO L V N I I N C O E E F B L N E IN E 1 EW W O E 6 E " N N WB A O N T E T E H W R L M I M V A A E IN ! N A . N D RAENTDI RAEPDP US RE TCET NI OANNSC EOSF TPOI P E1 8A" NBDE LROEWM OGVREA DEEX.I SFT( LI NL GV OMI EDTWE IRT HP I T GNERCAEDSES"ABR" YBORROW BACKFILL, REGRADE AND RESEED AS S.N. 10 INSTALL SERVICE LINE BY UNCASED BORE UNDER STREET OR DRIVE (LENGTH PER NOTE) 1 P O F CIN O O T S U OT P E F L RI C N A O G D N S A N T P E O T C ET C R I O OS N N M N N A E OY C T T B E E TS O : U S MEEDCHINAPNLICAACLEJOOFINATNCHOR APPURTENANCES WHERE ALLOWED BY THE OWNER .1 I li;/- 2 . PARL LE -CCOANS CT RAENTDE STHHARLULSBTEBOL OF CT KH SE SDHI MAEL NL SBIEO NCSA SI NTD- IINC- AP TL AE CD EI NO R CCTH OO E N N C N S E R P C E E C T T I E I O F . I NCSA TFIROONMS . CPORMOITNEGCITN TMOE CCHOANNTIACCA TL JWOI TI NHT T H E 3 . BAEL LCDO. IV EFRI TETDI NWG IST, HV VA-L8VI 0E SP, OP LI PYEE TAHN YD LAE PN PE UERNTCEANSAENMCEENSTS. H A L L ,, PROPOSED TANK DRAIN, ENTRANCE rri::-------�®� 6' � ' �------::jI DRIVE AND PARKING AREA AND 7 CHAIN LINK FENCE BY DIV 1 CONTRACTOR, SEE DIV 1FOR ADDITIONAL INFORMATION BASE BID - POINT OF CONNECTION DETAIL No. 8 DRY TAP NEW 12" MAIN TO EXISTING 8" MAIN WITH A 12" x12" x12" 0.1. TEE, ONE (1) 12" GATE VALVE,TWO (2) 12" x8" 0.1. REDUCERS,AND TWO (2) 8" GATE VALVES. SEE DETAIL THIS SHEET STATIC PRESSURE 50P S I CP-8°0 ' DIV I DIV II ' '\ I ' BASE BID - POINT OF CONNECTION DETAIL NO. 9 TO DIVISION I WATER MAIN. DRY TAP NEW 12" MAIN TO NEW 12" MAIN WITH A 12" D L SLEEVE SEE DETAIL, THIS SHEET. STATIC PRESSURE 50P S I l _____., PROPOSED 12" 0.1. CLASS 350WATER MAIN WITH TRACER WIRE,POLYETHYLENE ENCASEMENT AND BELL RESTRAINT HARNESSES ON ALL JOINTS BETWEEN POINTS OF CONNECTION No. 8,BY DIVISION II CONTRACTOR S.N. 8 E8 XPI VS CT I NWGA TTEORWMNAOI NF AP NE DR RFYI RSEV l l f\ . E HSYERDRVIYCAENT TO REMAIN IN % t---- PREVIOUSLY ec--- ec-+- ec--­ SEPTIC TANK � S;,-,q l'. � �-------\ 12' fr o,. """-.:.�- V ;,-/2' 4T9E6RMREALINL.SMTA. RK &COURTNEY T�� ,�yT E&RV, E R A ' ' ' ' ' \ HOUSE TRAILER ' \ ' ' 3,? �.��-- STO. �-,i, ""I r • I � � I � 0.. � I a 4. CALOLNMNEACINTSIOSNH.ALL HAVE TRACER WIRE TO EACH POINT OF 5 . RT HE EF EPROEI NN TC EO OF NCLOYN, NI TE ICST TI OH NE SCDOENTTARI AL SC TSOH ROSWRNEASRPEO NF OS IRB I L I T Y PT OO I NF ITE LODF VCEORNI FNYE CE TX II OS TN I NL OG CLAI NTEI OSNI ZPERSI OARN DT OF IBT ET IGNIGN SN I AN TG E A C H CA SO NA SRT ERSUUCLTTI OONF . FAI NN YA LM COOD NI FDI CI TAI OT INOSN MT UH SATT BMEA YS UBBEMRI TE TQEUDI RTEOD THE ENGINEER FOR APPROVAL. DOBBINS, QUINTON L 1(C20U6L7TINVA2T0E0DE FIELD) I I I I I \ \ ------ .. ., NOTE:NEW MAINS THIS PLAN TO BE DUCTILE IRON CLASS 350 PIPE WITH TRACER WIRE AND POLYETHYLENE ENCASEMENT INSTALLED AT MIN. 60" DEPTH UNLESS OTHERWISE NOTED, SIZE AS INDICATED. I • u ;::::: REVISIONS " -' BID SET C 2025 M8 0i21 1 wW�e>st tt' mB r Eo andgw; n:ci yc fS$t. r eI nect . PL.oOo.gBoootxee2.9!.n'i di,111:1 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. Q.C. CHECK E.K.P PROJECT NUMBER 2022043-04 4 4 OF 14 FILE NUMBER 44636 I Do Not Use Plan Previews for Take Off

i w w w � � �' " �� w � > " oc � ii' .. JG ;,, OM N;g \� �� � ti � J1 •w�� _Q _, "" � - z� "' N �o�u l t.\ w< �o' � �� 'u w - ij Q a' �. :, ro �" o8 "l 1x. 8T" xE8E" 8M"AI NI NL EWTI TDH. I .P COLLAYSEST H3 5Y0L EWNAET E R EANNCDABSEELML ERNETS, TTRRAAI CN ET R W I R E HARNESSES ON ALL JOINTS 12" ANCHOR COUPLING IW::-7::J.--8" SERIES 1100 MEGA LUG RESTRAINT ', t;:; ;,_. .�- 8" GATE VALVE . "ANCHOR COUPLING --r-:;:_ ..J. - �� 1W2A' ' TOEURT LMEATI ND WI . ICT LHA S S 3 5 0 PTROALYCEETRHWY LIREEN EANEDNCBAESLLEMENT, RAELLSTJORAININTST HARNESSES ON 6" THK STONE BASE AS - - r REQUIRED UNDER POINT OF - 0 CONNECTION (TYP.) -�,,, '1 1 i-----12" SERIES 1100 ;;;;i�-'.� MEGA LUG RESTRAINT ,, 12" GATE VALVE --� _ _ 12" ANCHOR COUPLING :C .. 'R -,.z �""'""-"' < � < � ?[55:1, --- - - A ' 12"x8" 0.1. REDUCER.,.._ 14' '4 rj(:-C5(i ' -.. - ' , 'JC - -� '" -� -,_- \V �:__-f:"i'i=:f---� r .. 12"x8" 0.1. REDUCER • • • > • . . 181" 000. 1 MSELGEAE VL UE Gw /RSEESRTI ERSA I N T 8( N" OB RY -MPAALSLSY GCALTOES EV DA L) V E 1D2I".xT1E2 "Ex 1 2 " 8" ANCHOR COUPLING PCOOUNRCERDE TOERTPHRREU- SCTA S T BLOCK 8" GATE VALVE 181" 0D0. I M. SELGEAE VL UE Gw /RSEESRTI ERSA I N T BF OE LRL TRWEOS TJ ROAI NI NTTS HOAURT NFERSOSME SE AR CE HQ ' D . POINT OF CONNECTION (TYP.) T XOI SRTEIMN GA I NB " WI N ASTEERRVMI CAEI .N N FB OE LRL TRWEOS TJROAI NI NTTS HOAURTNFERSOS ME SE AR CE QH ' D . POINT OF CONNECTION (TYP.) ET OX I SRTEI MN GA I N8 " WI N ASTEERRVMI CAEI N 0POINT OF CONNECTION DETAIL No_ 10 DO NOT SCALE PC OO UN RC ERDE TOERTPHRREU- SCTA SBTL O-C-K ­ l 181" 0D0. I MSELGEAE VL UE Gw R/ SEESRTI ERSA I N T HBEALRLNRESSSTERSARINETQ'-D. -FOR-- ETAWCOHJRCfOlNINTTS OOFUT FROM CONN tTION (TYP ) ME XAIISNTTI NOGR8E"MPAVICN WI NA T E R SERVICE. R6 "ETQHUKI R SETDOUNNEDBEARSPEOAI SN -T O-F � CONNECTION (TYP ) 6" ANCHOR COUPLING 6" GATE VALVE N . . • RC6" E O T Q N H U N K I E R . C S E T T D I O O U N N N E D ( T B E Y A R P S . P E ) O AINST OF BHEALRLNREESSSTERSARINETQ'D FOR ETWACOHJPOOININTTS OOFUT FROM CONNECTION (TYP.) �I J[]I[J � ETOXISRTEIMNGAIN8"IPNVSCERWVAITCEER. MAIN 8"x8''x6" D.I. REDUCING TEE ------6" MEGA-LUG RESTRAINT -----6W"IPTHVCTRCA-9C0E0RDRWI1R8EWATER MAIN ------BELL RESTRAINT HARNESSES ER AE QC H' D P FOOI NRTTOWFOCJOONI NNTESC TOI UOTN F( TRYOPM. ) POINT OF CONNECTION DETAIL No_ 11 DO NOT SCALE FB OE LRL TRWEOS TJ ROAI NI NTTS HOAURTNFERSOSME SE AR CE HQ ' D . POINT OF CONNECTION (TYP.) 6W"IPTHVCTRCA-9C0E0RDRWI1R8EWATER MAIN 6" MEGA-LUG RESTRAINT 6" GATE VALVE 6" ANCHOR COUPLING N RWEAMT OE RV EL IENXE! SCTAI PN G . • P6 "RWEVAITOEURSMLYAIANBANDONED RC6" E O T Q N H U N K I E R C S E T T D I O O U N N N E D ( T B E Y A R P S P E ) O AISNT OF • . --- POURED OR PRE-CAST CONCRETE THRUST BLOCK -- EXISTING 6"x6"x6" D.J. TEE TO REMAIN IN SERVICE ET OX I SRTEIMN GA I N4 " I GN ASTEERVVAI CLEV .E ETOXISRTEIMNGAIN4"IWN ASTEERRVIMCEAIN ETXOI SRTEIMN GA I N4 "IWN ASTEERRVIMCEA.I N E R B A E E C L Q L H 'D R P . E F O S O IN T R R T T A OW IN F O T C J H O O A N I R N N N T E E S C S T O S I UO E T N S F ( TR YOPM. ) 0POINT OF CONNECTION DETAIL No_ 12 DO NOT SCALE 1H0tC53KSE,SCARR.3L2RANDALL (CULTIVATED FIELD) NEW 100,000 GALLON ELEVATED WATER STORAGE TANK O.F ELEV. 649 O' SEE DIVISION I FOR ADDITIONAL INFO RMATION • ' ' ' ' ' ' I I ' I I I I I I I I I ITEM / TBM-1 / CP-7 BENCH MARK AND CONTROL POINT SCHEDULE NORTHING 1750185.8010 1750199.5650 1750222.5640 S.N. 1 S.N. 2 EASTING ELEVATION DESCRIPTION 2853008.4670 537.01 MS IADGE SOPFI KPEWIPN 2N9O4 -R8T7 H9 2853137.2070 537.74 5/8 INCH REBAR 2852990.9450 537.10 5/8 INCH REBAR SPECIAL NOTES INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6'' GATE VALVE CREUTTI,RCEADPSAENCDT!ROENTSIROEFEPXIIPSETING WATER MAIN ON BOTH LIVE AND S.N 3 EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE S.N 4 RC ET CS OSNE NR VE ICCTEELXI NI SET IFNRGOSMENREVWI C EM AMI ENT. ECRU TW, CI TAHPNAENWD HROEPTEI RDE R - 9 OE XNI SL TI NI NEGS CS ERROVSI SC IEN GL I NREO. ATDRWA CA YE RS . WC OI RNENTEOC TB ES EI NRSVTI CA LELLEI DN EO N L Y TRACER WIRE TO WATER MAIN TRACER WIRE S.N. 5 INSTALL A GATE VALVE (SIZE PER MAIN) S.N. 6 EAXPIPSUTRI NTGE NV AA NL VCEE,SHTYOD RB EA NRTESM, OMVE ET DE R1S8 " ABNEDL OOWT HGERRA D E . F I L L V O I D NWEITCHESGSRAARDYE "B" BORROW BACKFILL, REGRADE AND RESEED AS S.N. 7 IDNRSITVAEL(LLEWNAGTTEHRPMEARINNBOYTEU)NCASED BORE UNDER STREET OR S.N. 8 EXISTING WATER MAIN TO REMAIN IN SERVICE S.N. 9 ICNUSSTTAOL LM CE RO MS EP RL EVTI CE ENLEI NWEM±E3 TFETR. FSRE OT .MREEXCI OS TNINNEGCST TERXUI SCTT IUNRGE C A W N U IT D T H , S C N T A E R P WU A C H N T O D U P R RE E E D T U R I P R - O 9 E N C E T X D S I I S S S T IN I E N F R G E V CI S C T E E IO R L V N IN I CO E E F B L N E IN E T W E W O E 6 E N " N WB N OAT E T E W H R L M M IV A A E IN I N A . N D RA ENTDI RAEPDP USRETCETNI OANNSC OE SF TPOI P E1 8A" NB DE LROEWM OGVREA DEEX.I SFTI LI NL GV OMI DE TWE RJ T HP I T NGERCAEDSES"ABR" YB.ORROW BACKFILL, REGRADE AND RESEED AS S.N. 10 INSTALL SERVICE LINE BY UNCASED BORE UNDER STREET OR DRIVE (LENGTH PER NOTE) POINT OF CONNECTION NOTES· PROPOSED TANK DRAIN, ENTRANCE D RIVE AND PARKING AREA AND CH A CON I T N LINK FENCE BY DIV. 1 RACTOR, SEE DIV. 1 FOR ADDITIONAL INFORMATION TOWN OF PERRYSVILLE MANDATORY 'A' ALTERNATE BID - POINT OF CONNECTION TO DIVI SION I WATER MAIN. DRY T AP NEW 8" DEDICATED FILL WATER MAIN TO NEW 8" AND DEDICATED 12" EFFLUENT 1 . FCOOSUTPELRI NAGDSATPOT ECROSNMNAE YC TB ET OU SMEEDC HI NA PNLI CAACLE JOOFI NATN C H O R APPURTENANCES WHERE ALLOWED BY THE OWNER MANDATORY ALTERNATE "A" BID POINT OF CONNECTION DETAIL No. 10 D RY TAP NEW 8" AND NEW 12" MAINS TO EXISTING 8" M AIN WITH ONE (1) 8"x8"x8" D.I. TEE, ONE (1) 12"x12"x12" D.I.TEE, ON E (1) 12" GATE VALVE, THREE (3) 8" G ATE VALVES, TWO (2) 12"x8" D.I. REDUCERS. 8" BY-P ASS VALVE NORMALLY CLOSED, SEE DETAIL No. 10 THIS SHEET ST ATIC PRESSURE 50 PS I. ' ' RE EX IMS AT II NN GI NS PI GL NA CTEO DIV. I r �r ------�-_:__--�� ==== ==7''---'--[VALVE NORMALLY CLOSED I I I , • I , I I > I , -1' ' I WATER MAIN TO NEW 12" MAIN WITH A 8" AND 12" D.I. SLEEVES SEE DETAIL No. 9 SHEET 4. STATIC PRESSURE 50 PS I. PROPOSED 8" DI CLASS 350 DEDICATED TANK FILL WA TER MAIN WITH TRACER WIRE, POLYETHYLENE ENCASEMENT AND BELL RESTRAINT HARNESSES ON ALL JOINTS BETWEEN POINTS OF CONNECTION, BY DIVI SION II CONTRACTOR PROPOSED 12" D.I. CLASS 350 WATER MAIN WI TH TRACER WIRE, POLYETHYLENE ENC ASEMENT. AND BELL RESTRAINT HA RNESSES ON ALL JOINTS BETWEEN POINTS OF CONNECTION, BY DIVI SION II CONTRACTOR MANDATORY ALTERNATE "A" BID POINT OF CONNECTION No. 11 (STA 0+00) / DRY T AP NEW 6" 0,1_ MAIN TO EXISTING 8" M AIN WITH (2) 8" D.I. SLEEVES, A 8"x8"x6" / D.I. REDUCING TEE AND 6" GATE VALVE, I SEE DETAIL No. 10 THIS SHEET i,;;; S�TA�T� IC :;::::, PR=E�S�S�U�R�E� 49 ;;;;.;;;; P�S=.I.==;;;;;;;;;;;;;;;;;;;;;;�\ E8 X�I SCT IWN bG TTEORI NMNAOI NF APNE DR RFYI RSEVILLE � HY-il!<A14't TO REMAIN IN SERVICE 2 . PARL LE -CCOANS CT RAENTDE STHHARLULSBTE BOL FO CT KHSE SD HI MAELNL SBI EO NCSA SI NT D- I NI C- AP TL AE CD EI NO R TCHOEN NS EPCE TCIIOF INCSA TFIROONMS . CPORMOITNEGC ITN MT OE CCHOANNTI AC CA TL WJ OI TI NHT T H E 3. BC A E O LL N C 0 C O . R V 1. E E F T R IT E E T . D IN WG IST, HVVA-LBVI OE SP, OP LI PYEE TA HN YDLAE PNPE UERNTCEANSAENMCEENSTS. H A L L 4. ACOLLNMNAECINTSIOSNH.ALL HAVE TRACER WIRE TO EACH POINT OF 5 . RT HE EF EPROEI NN TC EO FO NCLOYN, NI TE CI STTI OHNESCDOENTTARI AL SC TSOHROSWRNEASRPEO NF OS RI B I L I T Y PT OO I FNITE LODF VCEORNI FNYE CE TXIIOS NT I NL OG CLAI NTEI OSNI ZPERSI OARN DT OF I BT ET GI NI GN SN I ANTG E A C H CA SO NA SRTERSUUCLTTI OONF. FAI NN YA LMCOODNI FDI CI TAI OT NI OSN MT UH SA TT BMEA YS UBBEMRI TETQEUDI RTEOD THE ENGINEER FOR APPROVAL. D12O0B67BINNS2,0Q0 UEINTON L (CULTIVATED FIELD) I I I I \ \. -------- ADAMS STREET " ___ ,c --- ,c ___";: "-,-- Pl 25' RfW PL ___ ,c --- " --- ,c --- . ����. �:���+�-�:�,, -;,, , �••�;d'�' ����i����������~��, ��������~������-,���\���- =���S=.N=. =8 ��I �� ��---=-� .,-,;. APPROX. 43'-0" ......,_ APPROX. 52'-0" PREVIOUSLY -�-! ABANDONED BLKT \ 11 S.N. 5 6" WATER MAIN '-.,__ ----------4-�--:s::::::=-;-=:c==c;-:::==-;-=�==-;--�F--� "·' --==========--�� BLKT. PL --- ec --'=:::SSc:'.--- ec ---f- - ,c ___ ec --- ec I I MANDATORY ALTERNATE "A" BID POINT OF CONNECTION .............. L.. -- --.- -- SEE DETAILS ON SHEET 12 DRY TAP NEW 8" TO EXISTING 8" MAIN WITH TWO (2) 8"x8"x6" D.I. TEES, ONE (1) 8" BY-PASS GATE V ALVE (NORMALLY CLOSED), TWO (2) 6" G A TE VALVES STATIC PRESSURE 49 PS I. MANDATORY ALTERNATE "A" BID INST ALL NEW FLOW METER PIT AND 6" FLOW CONTROL VALVE. SEE DETAILS SHEET 12 f- -- \ - VCALOLVSEEDNORMALLY PERMANENT EASEMENT -TEAAY & VERA \ ' 1R3B28HOWLSYCRR3O2SS RENTALS, LLC I BLKT ij ' ' HOUSE TRAILER ·-----•--•--•--•--• -� •--,_! -MANDATORY ALTERNATE "A" BID " ---/ ,c --t-­ STO. ,, ---J SEPTic TANK r I PROPOSED 6" PVC C-900 WATER MAIN WITH TRACER WI RE AND BELL RESTRAINT HARNESSES ON ALL JOIN TS BETWEEN POINTS OF CONNECTION, INSTALLED IN ROAD BY OPEN CUT PLACEMENT BY DIVISION II CONTRACTO R (FULL DEPTH GRANULAR BACKFILL AND STONE/ ASPHALT BITUMINOUS RESURFACING REQUIRED). MANDATORY ALTERNATE "A" BID POINT OF CONNECTION No. 12 (STA 1+10) D RY TAP NEW6" PVC C-900 DR-18 MAIN TO EXISTING 6" MAIN , SEE DETAIL No. 11 THIS SHEET, STATIC PRESSURE 49 PS I. NUNOLTEES:NSEOWTHMEARINWSISTEHNISOPTLEADN, TSOIZBEEADSUINCDTIILCEATIREODN CLASS 350 PIPE WITH TRACER WIRE AND POLYETHYLENE ENCASEMENT INSTALLED AT MIN_ 60" DEPTH MANDATORY ALTERNATE "A" BID PLAN • REVISIONS BID SET C 2025 M8 0i 2d wWee, ; st et ml l r lo; andgwi nneye nS; t. rJcnrcl . PLl..>OO.i:,!olootxec2.9l5ndi,um 47553 OAlE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. Q.C. CHECK EKP PROJECT NUl.lBER 2022043-04 5 5 OF 14 I FILE NUMBER I 44635 Do Not Use Plan Previews for Take Off

0 s: m' o' ,► > .g; mw"- • o• �o OM N;,\ -- �1J c-1 s" •w -- 0� eN -w�" •• :; Zo � �o m< � Q " ' oD r< ;r,(J .� = 5, . <• ISNTSATAOtli-7L0NTO STA 1+20 EW6" WATER MAIN IN ROAD BY OPEN CUT PLACEMENT � ( FULL DEPTH GRANULAR BACKFILL AND BITUMINOUS RESURFACING REQUIRED) "--- .....___ "- IMN.SJ .T4A5L'L F( l2 ) 6 " ISNTSAT.A3+L5L0NTO STA 4+40 EW6"WATER MAIN IN ROAD BY OP EN CUT PLACEMENT ( FULL DEPTH GRANULAR BACKFILL AND BITUMINOUS R ESURFACING REQUIRED) POINT OF CONNECTION No.1 (STA 0+00 ) e DRY TAP NEW6"MAIN TO EXISTING 6" CAPP ED WATER MAIN., S EE DETAIL No.1 THIS SHEET STATIC PR ESSURE 49 PS I. " � / S.N4 C C. \ , ,,.� \ 1 ' STA4+22 = STA.0+00 (WEST) INSTALL N EW6"MAIN WITH6"x 6"x 6" S±1. N8.1' L0 , S.N. 2 ' - ---- " \ ' W.'. �� ------,-'-- l .N. 5 0 \ ISNTSATA7+L1L5NTO STA 13+60 EW6" WATER MAIN IN ROAD, BY OP EN CUT PLACEMENT ( FULL DEPTH GRANULAR BACKFILL AND BITUMINOUS R ESURFACING REQUIRED) STA11+00 = STA0+00 (WEST) INSTALL N EW6"MAIN WITH6"6x "6x " D.I. TE E AND (2 ) TWO6" GATE VALVES STATIC P RESSURE 52 PS I. ---.J.:;;;;;;:;;::;ci==�r===;;.,.r;;:."''"",-:"'c-,/: = SCALE: 1" = 50' 50 25 0 50 PDORYINTTAOPFNCONNECTION No. 2 (STA 2+31) EW6"MAIN TO EXISTING4"MAIN WITH A4"D.I. SLEEVE, 6"4x " D I.REDUCER, 6"x 6"x 6" D I. T EE, A NEW FIRE HYDRANT - -- 5 ! '--._Olf) POINT OF CONNECTION No 3 ( STA1+84 ) D RY TAP NEW6"MAIN TO EXISTING4"MAIN WITH A4"D.I. SL EEVE, 6"4x " D.I. REDUCER, 6"x 6"x 6" D I. T EE, AND NEW FIRE HYDRANT ASSEMBLY, S EE DETAIL No.3 THIS SHEET POINT OF CONNECTION No.4 (STA0+96) D RY TAP NEW6" MAIN TO EXISTING4"MAIN WITH A4"D.I. SL EEVE, 6"x 4" D I. REDUCER, 6"x 6"x 6"D.I. TE E, AND NEW FIRE HYDRANT ASSEMBLY, S EE DETAIL No.4 THIS SHEET STATIC P RESSURE 52 PS.I. ASS EMBLY, SEE DETAIL No 2 THIS SHEET STATIC PR ESSURE52 P S I. _J 15' NOTE: NEW MAINS THIS PLAN TO BE 6" PVC C-900 DR-18 PIPE WITH TRACER WIRE INSTALLED AT MIN. 60" DEPTH UNLESS OTHERWISE NOTED I --S± N36' 7L, I STA 16+75 TO STA17+50 INSTALL NEW6" t 7d -- ---.: - � .,.,;��,..;,,; _ WAT ER MAIN IN ROAD BY OPEN CUT _,ec-· / -• -;-- _3� -• PLAC EMENT (FULL DEPTH GRANULAR / a -,, BACKFILL AND BITUMINOUS . -...__ ---- ;,-�_ • ��E:RF��R: UIRED) ; /f � , �� -� �� I -- INAXF., �-- ,, "'---.---=:::::_ :---- -- '-� I �E:E:T --__,___ --'.'.__------:-,:,__ __._-------=c. "' "'-!._-- / ,I �"':_--..._ - (CouN1YRo "' ,,,,/I :Ji _i_ AD) .L-.i-1 --- 1.i 1.----� _J "' ------1----- --------- l,i f \ -------,.._____ --..=, I 18 + '0c) r:-:;:,,-,---- :-::--:�:;;:\--_ - ----------.i 1 . , '.,,, "' i, , - _,, , ,.__,_ g"m ...ri, EXISTING WATER STORAGE TANK TO B E DEMOLISHED, SE E DIV I FOR ADDITIONAL IN FORMATION I ' - ( - JJ ft/ fE PO1t1JT OF CONNECTION No.5 (STA 19+10 ) W ET TAP NEW6"MAIN TO EXISTING8"MAIN WITH A8"x 8"x 6"S.S. TAPPING SL EEVE AND 8" TAPPING VALV E, SEE DETAIL No.5 SHEET 7 I DIVISION I CONT RACTOR SHALL CLOS E THIS VALVE P RIOR TO CUT/ CAP I. Ir- STATIC P RESSURE 52 PS I I,--....____:::: • , S.N.8 I ____--L____ • --::::: ;:;;;;.�.::?::-_,_ (:j----66' --------i J. r, INNOSTTEA: LNL EEDW AMT AMI NI NS. T6H0I"SDPELPATNH TUON LBEES6S" POVTCH ECR- W9 0I 0S EDNR -O1T8EPDI P E W I T H T R A C E R W I R E CUT/CAP OF EXISTING TANK FILL/DISCHARGE MAIN BY DIVISION I CONTRACTO R MAY ONLY BE COMPLET ED UPON NEW 100 , 000 GALLON ELEVATED STORAG E TANK BEING PLACED INTO SERVICE. / PLAN No. 2 S.N.8 STATIC PRESSURE 52 PS I. r:;;::::60'--d1 ___,_____--lb,io HBT EWA LROLN JREOSE I SSN TET RSS AROI NEU TQT-' DF -R. FOOMR - - - - - _ ECAOCNHN EPCOTI NI OT NO(FT Y P ). M6 " API NV CWCI T- 9H0 T0 RDARC- E1 8R WWAI RT EE R i��--�= 6" MEGA-LUG RESTRAINT ' CONTRACTOR TO REMOVE EXISTING 6" GATE VALVE----------- f- WATER MAIN CAP TO INSTALL NEW r--:: WATER MAIN 6" THK. STONE BASE AS --f:,,.--= RC EOQN UN IERCETDI OUNN D( TEYRP )P O I N T F ­ . . PBC OLOOUNCRCKER DE TOER T PHRREU- SC TA S T ET OX I SRTEIMN GA I N6 " IWN ASTEERRV MI CAEI N � 6" ANCHOR COUPLING ,• BELL RESTRAINT ---------lf/= \_ EXISTING FIRE HYDRANT TAON DR EGMA TAEI NVI ANLSVEERAVSI CSEE M B L Y HET AWA CROHN JEPOSOI SNI NET TSS ORO FEU QT ' DF R . FOOMR CONNECTION (TYP N OPOINT OF CONNECTION DETAIL No. 1 DO NOT SCALE RB EE LQL' DR EF SOTRRTAWI NOT JHOAIRNNT ES SOSUETS '-1------6" PVC C-900 DR-18 WATER ofo+<-1-1' MAIN WITH TRACER WIRE FROM EACH POINT OF 6" THK. STONE BASE AS CONNECTION (TYP. ) // RC EOQNUN IERCETDI OUNN D( TEYRP .P) O I N T O F 6" MEGA-LUG RESTRAINT (-;_--':,,.,c:::::; ,-';q:::_:::, � ·= ill_� ---<fM�'--'fl . ' . 6"x6"x6" 0.1. TEE-�- • " CPP ORO EUN-RCCERADES TTOER - - - - - + - ­ T6 "HARNUCSHTOBRLOCCOKUPLING----- - " ?'-. I -, .. ' 6" GATE VALVE ' 66 "" xA4 N" CD HI ORRE CD OU CU PE LR I N-, " G==------J���· � 44 "" M0 .E1 . GSAL-ELEUVGERwE/ SS TE RR AI El NS -T _ _-- -� - 1100 MEGA LUG RESTRAINT , ( r \_ ' .,,, ·�- 6 " A N C HA3 -OSWSRAECYMOFBUI LRPYEL I HN YGD R A N T 6" GATE VALVE 6" ANCHOR COUPLING HRT OYE DMI NRO SAV TNEAT EL, LXT I ENS EET WI AN NGMD A CI NA P EXISTING 4" MAIN TO--------l'i'tl!,---- BELL RESTRAINT HARNESSES REMAIN IN SERVICE. II, ER AE CQH' D P FOOI NRT TOWFOCJOONI NN TE SC TOI OU TN F( TRYOPM) N POINT OF CONNECTION DETAIL No. 2 &No. 3 DO NOT SCALE S SS . . . N N N . . 2 3 1 S.N. 4 S S . .N N . . 6 5 S.N. 7 S S . . N N . . 8 9 M6 "API NV CWCI T- 9H0T0 RDARC- E1 8R WWAI RT EE R � ERB AEE CLQLH' DRP . EFOSOI TNRRT TAOWI NF OTC JHOOANI RNN NTE ESC STOSI UOE TNS F( TR YOPM) 6" THK. STONE BASE AS 6" MEGA-LUG RESTRAINT -f--;--' 0�'- -::-- --P''{J,= ;{,),'fL ,, , � REQUIRED UNDER POINT OF ,- -----,, , *3r,J'J�- : J.Jif' CONNECTION (TYP. ) BPC LOOOUNCRCKER DE TOER T PHRREU- SC TA S T 6"x6"x6" 0.1 TEE ------- 66"" AGNACTEHOVRALCVOEU-PLING -------- ------- - 66""xA4N" CDHLORRECDOUCUEPRLING------- - - - --�c.l= 4" 0.1. SLEEVE w/SERIES ------------- it -i...: 1100 MEGA LUG RESTRAINT � \. ERXEIMSATIINNGIN4S" EMRAVINICTEO-------�-\';!',, - BREELQL' DR. EFSOTRRTAWI NOT HJ OAIRNNT ES SOSUETS �F R O M I I Jo 1)1 ,-_, j J! • �'>I I( I 3-WAY FIRE HYDRANT ASSEMBLY 6" ANCHOR COUPLING 6" GATE VALVE 6" ANCHOR COUPLING RHT OEY MDI NRO SAV TNEAT EL ALX SI NSSETEWI MN GBMLAFYII NR E EACH POINT OF CONNECTION (TYP.) u NO ��1��,?F CONNECTION DETAIL No. 4 SPECIAL NOTES ICNUSTT, ACLAL PA A3N- WD ARYE FT II RR EE HE XY IDSRTAI NNGT WA SASTEEMR BMLAYI NWOI TNH 6B O" GT HA TLEI VVEAALNV DE REREXEITTSII RRT IEENDDG ISNWEAPCTLTAEI OCRNEMSAOI NF SPHI POEW N A S C R O S S H A T C H E D T O B E ERC XET ISCS OTS NI ENNRGEV SCI CETERELVXI I NCI SEET IFLNRI NGOEMS. ETNRREVAWI CC EEMRAMI WEN TI . RECERU TTWO, I CTBAHEP NI NAESNWTO AHRLOEL PET EDI R DEO RN- L9 Y ITONRNSATLCAI NEL ERL SAWCGI RRAEOT SET SOVI NAWGLAVTREEO( RSA IDMZ WEA I APNYETSRR. CMA OCA ENI NRN) EWCI RT ES . E R V I C E L I N E EAWXPI TI PSHUT RI GNTRGEANVDAAENL "CVBEE" , SBHOTYROD RRBOAE WNRTEBSMA, COM KVE FETI DLE LR1. S8R" AEBNGEDRL AOODWT EHGEA RRN AD D RE E, SF I EL EL DV OA SI D INDNERSCITVEAESL (LSLAEWRNAYGTTEHR PMEARI NNBOYT EU)N C A S E D B O R E U N D E R S T R E E T O R I CE W N X U S IT I S S T H T A T O I N L N L ME G W C E W O R H M A S O T P E P E L R E R E V T D I M C E R A E - N I 9 N L E C I NW T T E O S M ± R S E 3 E E T F M R E T R A V . I I F N C S R E E I O N T L . M I S N R E E E E R X C B V I OS E IC T N T E I W N N EGE CESTNT ERNXUEI SWC TT IMUN ARGI EN RCA ENU TDT I , RSCETADRP USACENTCDUT RRI OEENTUSI RP OOE FNEPXDI I PI SSETI NI ANFNGEDCS RTEI EOR MVN OI COVEFE LNEI NEX EWI S 6OT I N" N WGB AOMTT EEHTR LE MI RV AEPI NA I T. N D GNA ENRCDA EDASEPSP" A8UR" RBYT.OERNRA ON WC EBSA TCOK F1 I8L" L B. RE LE OG WR AGDREAADNED. FRI LELS EV OE DI D AWS I T H P1 O FICNOOTSUOTPEFLRI CNOAGDNSANTPEOTCETCRIOOSNNMNNAE OYC TTBEETSO:U SMEEDC HI NA PN LI CA AC LE JOOFI NATN C H O R 2. T P A A R HP LL E P E - U C S CR O P A T N E S E C C T N R I A F A E I N N C T D C A E E T S T S I H O H A WN R L S U H L . S EBPTREREBOOLA T O F L E C T L C O K H T S E W M S E D E H D I CM A B H E L Y A N L N S T BI H I C E O E A NC L O S A WS J INO T N D - I I N E N IC T R-APTLAEDCEINOR 3 4 . . C B C A E L OO L N N C D NC O . E R L V C E E F T T R IT E I E O T . D N IN S WG F I S T R , H O V V A M- L B C V I0 O ES M P , I O N P L I G P Y EE IN T A T H N O Y D C L A E O P N N P E T U A E R C N T T C E A W N S A IT E N H M C E T E N H S T E S . HALL 5 . CTA HLOLEN MNP AEOICINNTSTI OSONHF ACL OL NHNA EV CE TTI OR NA CS EDRE TWAI RI L ES TSOH OE AWCNH APROE I NF TO RO F T P R C OO E O F I N F N E S I T E R T L O E R D N F U C V C C E E T O R I O N O IF N N N Y L E . Y CA E , T N X I I T I Y OS I N T M S I O N L T OGD HI C E F L A I I C C N T O A E IO T N S N I T O IZ R P N E A R S TC I O H T A R O A N T R O T S O M F A I R B T Y E E T S I G B N P E I GN O R S N N E I A S N Q T I G B U E I I L R A IT E C Y D H TAHSEAERNEGSIUNLETEROFFOFIRNAALPPCROONVDAITLI.ONS MUST BE SUBMITTED TO S.N. 10 IDNRSITVAEL(LLESNEGRTVHICPEELRINNEOBTYEU) NCASED BORE UNDER STREET OR I • - REVISIONS BID SET C 2025 �lidwcstcrn Engin<;ers. Inc. 802 W�,;l 8rnarlwuy S!rt'N P.O. Box 295 l.ongootec. Indiana 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. Q.C. CHECK E.K.P PROJECT NUMBER 2022043----04 6 6 OF 14 Fll.E NUMBER 44634 I Do Not Use Plan Previews for Take Off

__ ,. _____, POINT OF CONNECTION DETAIL No. 6 (STA. 0+00) DRY TAP NEW 6" MAIN TO EXISTING 6" MAIN WITH (2) TWO 6" D.I. SLEEVES, 6"x6"x6" D.I. TEE, AND 6" GATE VALVE, SEE DETAIL 6 THIS SHEET STATIC PRESSURE 48 P S I --"' S.N. 8 ~ ' ' ' � �7 ' l � ; .,_____ r ------ - , � \ 00 + � UPTON. ALEXIS lf!<EEIMN CHRISTl>tAI 9 , w �-s�,: SN 3 I' I \_ l /, " 0 0 + N �-.v '"" - \ I - INSTALL APPROX. 70 L.FT. OF 18" DIPS DR-11 HOPE CASING PIPE BY DIRECTIONAL BORE WITH 70 LFT. OF 6" PVC, C-900 CERTA-LOK R.J. DR-18 CARRIER PIPE, CASING SPACERS ON 8" SPACES, CASING END SEALS AND TRACER WIRE. SEE PROFILE PAGE 12 1749618.07' NORTHING 0 ' 0+ "' 2854595.35' EASTING '--'--' , ' SH1�LDS WA!lASHi'IW\ 3 :[ ' 4 ' r WT EJMNP OEIA SWENM EWNATT E R 5 < e STA. 0+00 TO STA. 3+26, INSTALL NEW 6" WATER MAIN IN ROAD BY OPEN CUT PLACEMENT (FULL DEPTH GRANULAR BACKFILL AND BITUMINOUS RESURFACING REQUIRED). < ' " ! - (\J (') a: Cf) - --- / i i8+... " ~ ,w MORPHV, JOHN R &.SUSO.N 13 , 12 78 4594668069..59 15'' NE AOSRTTIHNIGN G fRI.ISTfESOf 10',"IN'­ OP PE:RP\'SVl(lE @ BLDG. " 0 0 + lD " " CLAY STREET ,w " ,' � lEMPOIWN W WJN EASEM BLDG. 8+ '"" -4' \ \ PERRYS\JILLEffREDE IMENT 1:lOWMAiNSTRHl IIADA.I !NP OEIA SWENM EWNATT E R WABSH HANDY MART \ (PATEL, DEEPA�KUMAA 0) TOWN OfFICE 0 " BLOG. STA 3+96 TO STA 7+23, INSTALL NEW 6" WATER MAIN IN ROAD BY OPEN CUT PLACEMENT (FULL DEPTH GRANULAR BACKFILL AND BITUMINOUS RESURFACING REQUIRED). TBM-3 JACKSON STREET "' "' , 00 + r:-- I I--.< el II�-- wa: f- � Cf) ' S.N.8 50 25 0 50 POINT OF CONNECTION No. 7 (STA. 7+25) DRY TAP NEW 6" MAIN TO EXISTING 6" MAIN WITH (2) TWO 6" D.I. SLEEVES, 6"x6"x6" D.I. TEE, AND 6" GATE VALVE, STATIC PRESSURE 48 P S I, SEE DETAIL 7 THIS SHEET ' LEGEND: TBM-1 -$ IBDEENNCTHI F MI CAARTKI OLNO NC UA MT I BOENRA N D S.N 1 S.N. 2 S.N. 3 S.N. 4 S S . . N N . . 6 5 S.N. 7 S S. .N N . . 8 9 S.N 10 SPECIAL NOTES INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE RCEUTTI,RCEADPSAENCDTIROENTSIROEFEPXIIPSETING WATER MAIN ON BOTH LIVE AN O ERXEITSITRIENDG!NWAPTLAERCEMAIN SHOWN AS CROSS HATCHED TO BE RC ETCS OSNENR EV CI CTE ELXI NI SET IFNRGO MS ENREVWI C EMAMI NE T. CE RU TW, ICTAHPNAENWO HROEPTEI RDER - 9 EOXN! SLTI NI NEGS CS ERROVSI SCIEN GL I NREO. ATDRWA CA YE SR. WC OI RNENTEOC TB ES EI NRSVTI CA EL LLEI DN EO N L Y TI NRSATCAEL RL AWGI RAET ET OV AWLAVTEE (RS !MZ EA I PNETRR MA CA EI NR) W I R E . EAXPIPSUT RI NTGE NVAANL VCEE. SHTYOD RBAE NRTESM, OMVEETDE R1S8 "ABNEDL OOWT HGERRA D E . F I L L V O I D NWEITCHESGSRAARDYE "B" BORROW BACKFILL, REGRADE ANO RESEED AS IDNRSITVAEL(LLEWNAGTTEHR PMEARINNBOYTEU)NCASED BORE UNDER STREET OR C I E N X U S I S S T T T A O I L N L M G C E W O R M A S T P E E R L R E V T I M C E A E N IN L E I WN TO E M ± R E 3 E T F M E T R A . I F N S R E IO N T . M S R E E E R X C V I OS IC T N E I N N EGCST TERXUI SCTT IUNRGE CA W UN !T T D H , S C N T A E R P WU A C HN T O D U P R RE E E O T U R I P R - O E 9 N C E T X D S I I S S S T IN I E N F R G E V CI S C T E E I RO L V N I I N C O E E F B L N E IN E T EW W O E 6 E N " N WB A O N T E T E H W R L M M IV A A E IN I N A . N D RA NE TDI RAEPDP USRETCETNI OANNSC EOSF TPOI P E1 8A" NBDE LROEWM OG VREA DEEX.I SFTI LI LN GV OMI DE TWE RI T HP I T NGERCAEDSES"ABR" BY.ORROW BACKFILL, REGRADE AND RESEED AS D!NRSITVAEL(LLESNEGRTVHICPEELRINNEOBTYEU) NCASED BORE UNDER STREET OR 1 P . O F IC N O O T S U OT P E F L R I C N OA G D N S A N T P E O T C ET C R I O O S N N M N N A E O Y C T T B E E TS O U : S MEEDC HINAPNLI CAACLE JOOFI NATN C H O R 2. PA A R P LL E P - UC C RO A T N S E C T N R AA E N N T D C E E S T S H H A WR L U H L S E B T R E E B O L A OF L CL T K O H S E W S DE H D IM A B E L Y N L S T BI H E O E N C O S A WS IN T N D - E IN IC R - APTLAECDEINOR CC TH OO E N N NC S E R P C E E T C TE I I O F . INCSA TF IROONMS . CPORMOITNEGC ITN MT OE CCHOANNTIACCATL JWOI TI NHTT H E 3 . BAEL LCDO. IV. EF RI TETDI NWG IST, HVVA-LBVI 0E SP, OP LI PYEE TAHN YDLAE PNPEUERNTCEANSAENMCEENSTS. H A L L 4. CAOLLNMNEACINTSIOSNHALL HAVE TRACER WIRE TO EACH POINT OF 5 . TR HE FE EPROEI NN CT EO OF NCLOYN, NITEICSTTI OHNESCDOENTTARI AL SC TSOHROSWRNEASRPEO FNOS IRB I L I T Y PT OO I FNITE LODF VCEORNI FNYE CE TXIIOS NT I NL OG CLAI NTEI OSNI ZPERSI OARN DT OF IBT ET GI NI GN SN I ANTG E A C H CA OS NASRT ERSUUCLTTI OONF . FAI NN YA LMCOODNI FDI CI TAI OT INOSN MT UH SATT BMEA YS UBBEMRI TE TQEUDI RTEOD THE ENGINEER FOR APPROVAL _.--t-(ll,w-=� � ! j '7 HIGHWAY BENCH MARK LOCATION SCHEDULE NORTHING EASTING EXISTING GRADE DESCRIPTION ITEM ELEVATION TBM-2 1749693.7450' 2854519.5960' 540.96 SE SIDE PWP 275353 N40° 03' 05.82" W87° 26' 0322'" TBM-3 1749649.591O' 2854763.87 538.27 S SIDE PWP 275349 N40° 03' 05.39" W87° 26' 00.08" NOTE: NEW MAINS THIS PLAN TO BE 6" PVC C-900 DR-18 PIPE WITH TRACER WIRE INSTALLED AT MIN. 60" DEPTH UNLESS OTHERWISE NOTED PLAN No.1 PC OO UN RCER DE TOERTPHRREU- SCTA S T BLOCK TEOXISBTE!NRGET4I"RMEADIN --.s;::=::;::tt---::-;--/ IN PLACE TEOXJSRTEIMNGAIN6"INMAIN------+­ SERVICE. .. .. 6P "OPL VY CE TCH- 9Y0L0E ND ER -E1 8N CWAASTEEMREMN AT I. NT RWAI TCHE R WR EI RQEU IARNEDD BFEOLRL TRWE SOTJROAI INNTTSHBAERYNOENSDS EV SA L V E 6" MEGA-LUG RESTRAINT 6" TAPPING GATE VALVE :J-!' _ 6"x6"x6" S.S. TAPPING TEE . , • - � (l ' �- . ' ER EX IMS AT II NN GI N6 S" EMRAVI NI CTEO •i\(""' ��>-. • 6" THK. STONE BASE AS • • • • CR EOQN UN EI RCETDI OUNN D( TEYRP P) O I N T O F CONCRETE THRUST BLOCK POINT OF CONNECTION DETAIL No. 5 00 NOT SCALE • ER EX IMS AT II NN GI N6 S" EMRAVI NI CTEO _ _, . Ti!:='1iL----BELL RESTRAINT HARNESSES .' , - POURED OR PRE-CAST V CBLOONCCKRETE THRUST " .. " U6 "NTDHEKR. SP TOOI NNTEOBFA SCEO NANS ERCETQI OUNI R (ETDY-P . ) - - ­ 'I ' •..-;<- • ER EX IMS AT II NN GI N6 S" EMRAVI NI CTEO - - - - l , - \ '. l.· -k� I I' . ( ER AE CQ H' D P FOOI NRT TOWFOC JOONI NN TESC TOI UO TN F( TRYOPM. ) 6"x6"x6" S.S. TAPPING TEE 6" TAPPING GATE VALVE 6" MEGA-LUG RESTRAINT 6W" I PT HV CP CO-L9Y0E0TDHRY-L1 E8 NWEAETNECR AMS AEIMN E N T . HT RAARCNEERS SWEISR ER EAQNUDI RBEEDL LFROERSTTWR AOI N T JOINTS BEYOND VALVE EB EX I RS TEITNI GR E2D" MI NA PI NL ATCOE EI NXSI TS TA ILNLG2 "2 "0M. 1 .ACI NA P O N N POINT OF CONNECTION DETAIL No_ 6 DO NOT SCALE +----EXISTING 6" MAIN TO REMAIN IN SERVICE BELL RESTRAINT HARNESSES ______ J(t:=::l'jf ER EA CQ H' D P. FOOI NRTTOWFOC JOONI NN TE SC TOI UO TN F( TRYOPM) 6 " T6A" xP6P" IxN6G" SG. SA TTEAVP APLI NVGE T E E 6" MEGA-LUG RESTRAINT 6P"OPLVYCETCH- 9Y0L0E ND ER -E1 8N WC AASTEEMREMN AT I N W I T H HT RAARCNEERS SWEISR ER EAQNUDI RBEE LDLFROERSTTWR AOI N T JOINTS BEYOND VALVE EB EX IRS TEITNIGR E2D" MI NAPI NL ATCOE IENXSITSAT LI NLG2 "2 D" M. L ACI NA P O N , ,• � • , ,' .. • . . f---POURED OR PRE-CAST CBLOONCCKRETE THRUST ,r--6" THK. STONE BASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) ;- - --- EXISTING 6" MAIN TO REMAIN IN SERVICE POINT OF CONNECTION DETAIL No_ 7 DO NOT SCALE •- ]] � ·::: .,, a; u REVISIONS ii-1,.;:; ,G _, C, � �X BID SET C 2025 M8 0i2c \ wW�ess! ct rBnr Eo andgwi naeye rSs t, r eI nect . LP.uOo.gBoool�e<2:.9I5ndi�na 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. Q.C. CHECK E.K.P PROJECT NUMBER 2022043-04 7 7 OF 14 Fllf NUMBER 44633 I Do Not Use Plan Previews for Take Off

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I T R R EE C S M O E O V T E V T E R E R E A X N W I D S I TT L H I I N D A G A N N MG D E L T E R E E C R P H L S E A E C C T K E T V E WA RI L T A V H N E D N A E E N W X D I S P N T L E I A NW S G T C I WE C L A M L T U E E L T R A E RMR E R P T E IT E A R C D O A W V N A E D T R E R AND LIO. IF NEEDED. ADJUST HEIGHT OF NEW COVER AND LID TO MATCH EXISTING GROUND ELEVATION N IR R E E O UW N S C E M E E E L T X L E I U S R L T A PIN R IT G R C WE O A A V D T E E W R R A A MT N E E D R T L E M I R D E . P T IN I E T R A A R N R E D E A MMS O E O V T F E E E R E X S X IS E IS T T T I T N IN E G G R V . MR E E E H T M IC E O UR V L P E A I R T E X C AI CO S C T V I E E N R S G S A W ( N I A D E T . L E W ID R H M E R N E E T P EE L X R A IS C AT E N I N DW G I R T M E H P E N L T A E E W C R E P C W I A TI S T IS T H TWOITMHAINTCAHPAEVXEISDTIANSGPHGARLATD, ECEOLNECVRAETTIOE,NSTONE SURFACE). IF NEEDED, ADJUST HEIGHT OF NEW COVER AND LID RR EE UP LSAECEEX WI S ITTIHN GN EWWA TOEFRF SMEETT ME RE TPEI TR RR EE SMEOTVTEE RE XWI SI TTHI NAGNMGEL TE ECRHSEECTKT VE ARLAVNE DA ENXDI SNTEI WN GCWE LALTUELRA RM ERTEEARD AWNADT E R MA NE DT ELRI D RI NE MA RO EV AESEOX IFS TE IXNI GS TMI NEGT EVRE HPIICT UCLOAVREARCACNEDS SL I (DI . EA. NWDHREENP LEAXCI SET IWN IGT HM NE TE EWR CPAI TS TI SI RWOI TNHMI NE TA EPRA PV IETDC O V E R ASPHALT, CONCRETE, STONE SURFACE). IF NEEDED, ADJUST HEIGHT OF NEW COVER AND LID TO MATCH EXISTING GROUND ELEVATION. RA EP MP LAI IENS TTHOE APLRLOMPEETRETRY ROEFPTLHA EC ETMO EWNNT OS .FAPNEYRRREYMS VOIVL EL ED . MC EOTNETRR AP CI TT/OMRESTHE ARL/LADPI PS UP RO TSEENOAFN AC NE YS /MEATTCE. RSI AH LA/L L ED QI SUPI OP MS AELN OT FT HREE MO OWVNEEDR ECQHUOI POMS EE NS TT WO IDT IHS CT HA RE DT OI TWINS TTHHEE CDOI SNPTORSAACLT SOHRA' SL LR EC SOPMOPNL SY I BWI LI TI THYATLOL LCOOCOARLD, ISNTAATTEE , AND FEDERAL REGULATIONS. APPLIES TO ALL METER REPLACEMENTS. CONTRACTOR SHALL PROVIDE THE TOWN OF PERRYSVILLE THE GPS LOOWCNAETRI OINN E( WL EI TCHTI NR O± 2N' I)COFFI LTEH EF ORREMP AL AT CUEPDOONRCROEMLPOLCEAT TI OEND OMFE TCEORN. STTHREUICNTFIOORNM. A T I O N S H A L L B E G I V E N T O T H E ED XI SI ST TUIRNBG. TCOU WS TNOOMFE RP ESRERRYVSI CV EI L LL EI N TEOMRAET PE LRAI ACLE GEAXLI SVTAINNIGZ EMDEAT NE RD PD ROIWO RN STTOR NE OA MT I COEF TL OE APDR SOOC LEDEEDR. . DO NOT INSTALL NEW COMPLETE METER SET AND APPURTENANCES ON EXISTING CUSTOMER SERVICE LINE. ISNTSRTUACL TL UCROEMWP LI TEHT EN ENWE WH OMPEET EDRR ~S9ECTT. SR ESCE OR NV INCEECLTI NEEX IBSET TI NWGE CE NU SNTEOWM ME RA I SNEARNVDI CSET LRI UN CE T± U3 RFET UFPROONM E X I S T I N G DR IESTI NI RFEEDC TS IEOCNT OI OFNNS EOWF 6P"I PWEAAT NE DR RMEAMI NO. VCEU TE, XCI SATPI NAGN DM RE TEET RI R PE I TE XAINS DT I AN PGPSUERRTVEI NC AE NLCI NEES OT NO B1 O8 "TBHELLIOV WE AGNRDA D E FILL VOID WITH GRADE "B" BORROW BACKFILL, REGRADE AND RESEED AS NECESSARY RC EOQN UT RI RAECDT FOI RT TSI NH GA LSLSRHEAML LO VI NECTL HU ED EE XT IWS TOI N( 2G) DG UA CT ET I LVEA LI RV OE NA NS DL EI NE VS ET AS LAL NAD NTEWWO G( 2A)TAENVCAHLOV RE CO OF UEPQLUI NA GL SS, I ZSEE. E DO EF TTAHI LE SOHLEDEMT A1I3N. CA SO NNTEREADCETDOFRO MR AI NY SBTEA RL LEAQTUI OI RNE OD FT TOHSEA NWE CWUVT ATLHVEE . EPXRI SOTVI NI DGE MN AOI TN I CAEN DT OR ET MH EO VOEWPNOERRTEI OQNUSA L TO THAT REQUIRED FOR A DRY-TAP CONNECTION PRIOR TO ANY SHUTDOWN OR VALVE REPLACEMENT. ' •100�50 '--'100 LINE CONTD. FROM SHEET PLAN No. 1 PLAN No. 2 NEW 100,000 GALLON ELEVATED WATER STORAGE TANK O.F. ELEV. 649 O' SEE DIVISION I FOR ADDITIONAL INFORMATION ' "' �,',/;ii...... R!3e�loltWl,,5l.8.Ru3.2c. :i����:TTA I 7 . �.ri . N. I !MN ti' - - <>. '11111 YC,,. ,1135 wt M.N. I • MATCH LINE LEGEND LINE CONT'D. ON SHEET 9 PLAN No, 1 100 IM. N.11 @ 0 CUSTOMER NUMBER ( SEE SPECS.) WORK TO BE COMPETED PER SPECIAL METER NOTES SERVICE METERS (LOCATED) SERVICE METERS {LOCATION UNKNOWN) SERVICE METERS WITH GALVANIZED SERVICE LINE COMPLETE NEW METER SET EMXAITSCTHINGLINVEALVES TO BE REPLACED WITH NEW, SIZE TO IM 0 N. 97 . 11 .. L,.· , lCl Sl lQll !(I .n H& fJOAMN AESA N � ii'. � plfjEwoob Df<.,II r.2 . N13 . I! M "' ·j' I'' I • e. - 0 0 I� � lMR._\J 2 MERRYf,Wl. OOY LC _JII i :'981DCUSTST � IM 3 . N01 .7 I , :::az:::w , e �t,'IARYANN rn M 1 . N . l M c__=._4 " '-'-.'-- W2 " /AHI T ,C ,1CyU , ,vT, 5S T R: Z MK ; �W_ �ARot S»C f I ASL SLT IM 1 N. 64 7[ , .Al Ol O£NN C. LlUA�YES f \M 1 N. 89 . I I M 1 . N69 . l 1 LOCUST STREET 4 R T 1 AO 0 R B C QE l U R A T IN Y V I ' S l! A l l NLWD,R!SO,, IM 4 . N27 . II . • '" �L N � ' 4 M.N.l "' "' ---,¥'-I � ��"' i "W - I I MATCH LINE LINE CONTD. ON THIS SHEET PLAN No. 2 ( 1¥- M ,. • ... > ' ' :.Ll - "' (t'. ( "' (I) Z, ID. (I) � M (.§' <(. -, Ir----._ ,,, < 028� [MR]] IMNII,, • • M - '1 --"--'----'' I �M 11 N. )11 Ii f I I , , I I I er -�� HAElW 223 e e :! "os t J<oyr 197 ' IM. N. 11 M 1 PROPOSED WATER DISTRIBUTION SYSTEMIMPROVEMENTS,SEE SHEETS 3 THRU 6 THIS SET FOR ADDITIONAL INFORMATION EXISTING 500.000 GALLON ELEVATED WATER STORAGE TANK TO BE REMOVED O.F. ELEV. 649.0' SEE DIVISION I FOR ADDITIONAL INFORMATION PROPOSED WATER DISTRIBUTION SYSTEM IMPROVEMENTS, SEE SHEET 7 THIS SET FOR ADDITIONAL INFORMATION NORTH AREA-WATER METER AND VALVE REPLACEMENT PLAN REVISIONS BID SET C 2025 Midwestern Engine,!r,;. Inc. 802 W�s! Broarlway Sm.-ct P.O. Bo., 295 Loogootee. lmlian" 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. a.c. CHECK E.K.P PROJECT NUMBER 2022043-04 8 8 OF 14 I Fll£ NUMBER I 44632 Do Not Use Plan Previews for Take Off

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