REBID OF THE WATER SYSTEM IMPROVEMENTS BRETZVILLE AREA INTERSECTION IMPROVEMENTS 1 Portersville I OF S.R. 64 AND S.R. 162 - INDOT DES. 2000218 FOR ST. ANTHONY WATER UTILITIES, INC. DUBOIS COUNTY, INDIANA APRIL, 2026 1 ' PROJECT �--- Otwell BOARD OF DIRECTORS CHAD NORD, PRESIDENT GREG KNIES, VICE-PRESIDENT BILL HAUSER, SECRETARY-TREASURER RANDALL FLECK, MEMBER AREA � ii , I Velpen - 3.6 Newton-Stewart ✓ Wickliff Huntingburg State Rec. Area Schnellville Mentor, _~=-''k' 43 ikeville Duff I 55 44 I I ' --I ' I 6.5 32 � Bretzville Mariah Hill 2. 5 Saint Anthony 3 1 4.5 St. Marks 0 Ferdinand 21 64 3,8 ferdinand State Forest _ Q Adyeville 3 LOCATION MAP NOT TO SCALE Riceville rdseye I ' L-- , Doolittl 6 Mill '2· KENT SANDER, MEMBER JOHN KLEM, MEMBER ROMAN WAGNER, MEMBER SUPERINTENDENT ROMAN WAGNER UTILITY MANAGER BILL HAUSER OFFICE MANAGER MICHELE KORDES ATTORNEY GREG SCHNARR FERDINAND, IN ' s.ReA 500S. • ' .,E SEX ROAD VICINITY MAP NOT TO SCALE ,,,____1--� PROJECT AREA � ci z • u z � V'l LLJ 1- _J I ::) I;;: 3: > z 0 I 1z <! 1V'l BID SET >O:'. N IVl w LL. O:'. co 0 u z COVER SHEET Designed By: Drawn By: Checked By; CWR CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-00 AS SHOWN Drawing No.: 1 Sheet 1 of 10 44469 Do Not Use Plan Previews for Take Off
f . '' I • i • l • • ' lltST '460S0U1H • WOLD RD 84 'r0'1 / ';:r, NOR!'OLK SOU1HEl'N R,R, � � i ... ,.--0 I• " ..... 1 ' - ·� '460SOUTH f TANK #2 200,000 GALLON ELEVATED WATER STORAGE TANK OF ELEV. 724.0' • f: • '• ; . _ /. -� ... • •• .. ' EAST -420 SOUlH .. � SOU Jll '«'---,,---_ .;:J. '• '> • .. 8"r--i r_-.m PROJECT LOCATION SEE SHEETS 3-7 FOR MORE INFORMATION •• � 'r ·-�,-m. .. !" ', 2" -, 2" MAP!.£�,. • .� - ',-fi'] . -� • - , ,::J,1$-' l'-'. �'" '%, ,, 2" "· � • > " : 2" 1' q, � .� 0--"" WAI.NIil� •, ' � r PRV PIT .' • > . t ·,,. PROJECT LOCATION MAP . " j r ; EAST 250 SOU1H ··':'1;'-----..........:::::.:;..:=--:.i 8-V t EAST 350SOUlH - • ,J F EAST 660SOU1H • .. ,,,.._soo 1000 •, > ' ' > EAST '460SOU1H .,. ' > > > , __ ,. No. 2 TO P.L.R.W.&S.D. • r r.: 4 PROPOSED WATER EXISTING WATER GENERAL TOPO __..i!i) PROPOSED WATER MAIN & SIZE " PROPOSED GATE VALVE 4" EXISTING WATER MAIN & SIZE EXISTING WATER MAIN TO BE RETIRED ., SIGN , SATELLITE DISH o PROPOSED BUTTERFLY VALVE e EXISTING GATE VALVE � RIGHT OF WAY MARKER lll MAIL BOX � PROPOSED BLOW OFF VALVE @ EXISTING BUTTERFLY VALVE ; EXISTING BLOW OFF VALVE t EXISTING FLUSH HYDRANT � PROPOSED FLUSH HYDRANT o POST/BOLLARD � PROPOSED 2 WAY HYDRANT t PROPOSED 3 WAY HYDRANT f EXISTING 2 WAY HYDRANT 8 SANITARY MANHOLE 8 STORM MANHOLE • PROPOSED HYDRA STOP t EXISTING 3 WAY HYDRANT @TREE • PROPOSED INSERTA VALVE � PROPOSED LEAK DETECTION • EXISTING HYDRA STOP -•-- WOOD/ BARBED WIRE FENCE • EXISTING INSERTA VALVE - •--•- ELECTRIC/ CHAINLINK FENCE B PROPOSED/ RELOCATED METER 8 PROPOSED PRV r:i EXISTING LEAK DETECTION ® EXISTING METER � HOUSE H.T. I HOUSE TRAILER " PROPOSED CHECK VALVE * PROPOSED CUT AND CAP l EXISTING PRV 0 EXISTING CHECK VALVE � BURIED TELEPHONE CABLE -¢- LIGHT POLE '' '[ EXISTING YARD HYDRANT <D EXISTING CORP. STOP SHEET SCHEDULE SHEET DESCRIPTION 1 COVER SHEET 2 PROJECT LOCATION MAP AND GENERAL NOTES 3 PROJECT OVERALL 4.7 PROJECT PLAN SHEETS 8 CROSS SECTIONS 9. 10 TYPICAL WATER DETAILS '<Sc--< POWER POLE/ GUY WIRE --•-- GAS MAIN ----- TELEPHONE -•-·-•- FIBER OPTIC --•-- OVERHEAD ELECTRIC 4 SURVEY CONTROL POINT & SURVEY MONUMENT 1t1 ELECTRIC METER � SW GAS VALVE/ GAS METER GENERAL NOTES 1. 2. 3. 4 5. 6. 7 8. 9. 10. 11. 12 PT OO IPNOTGS ROAFP CH OY NSNHEOCWTNI OON N, EPTLCA. NH SOHWEEEVTESRI ;STIHNET EENXDAECDT TL OO CSAHTOI OWNTAHNEDGQEUNAENRTAI LT I LEOSCSAHTAI OL LN BOEF VFEERNI CF IEESD, ACTU LTVHEERTTI SM, ED OR FI VCE OS ,NESXTIRS UT ICNTGI OUNT I L I T I E S , NT HOER THHO AR MI ZEORNI TCAALDLAOTCUAMT I(ONNA DD8A3T) AE LI SE VBAATSIEODN SU PAORNE TBHAES EI NDDUI APNOAN STTHAET E1 9P8L8 ANNOERCTOHOARMDEI NR AI CTAENSVYESRT TEIMC A( WL DE SA TT UZMO N( NEA) VROE F8E8 R) E N C E D T O T H E 1 9 8 3 BTEHFEOCROENCTORNACSTTROURCSTHIOALNLISCATLOLBINEDGIIANNA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS TAHLE LOCATION OF EXISTING UTILITIES, ETC SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. H AR A T V EH E A O S B U E AG E R H N E T S C H H L E E O S A W E R N L P . Y L T A MH N A E S RR H K E E F A O D VE R IN E A T T IT H T E S E MH F A P IE L T L L E D D B E P T R O TI H O S E R H C O T OO W N A A T N L R Y L A E C C X T OI O N S R T S S I T N R R G U E U C S T T P I I L O OI N N TI S E IN I S B , T I L TH IT H E Y E A T C R O O E N S A E T RE ATCHTAOTRA SL LH AE LXLI SNTOI NTGAUS TSIUL MI T EI E SA LWL IETXHIISNTCI NOGN US TT RI LUI TCI ETSI O N EXACT LOCATION OF GATE/BUTTERFLY VALVES, HYDRANTS, FITTINGS, ETC TO BE DETERMINED AT THE TIME OF CONSTRUCTION DOWN TIME COORDINATION MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING EXISTING WATER MAINS. COORDINATE WITH ROMAN WAGNER, AT 1-812-326-2512 (WORK), A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO WET/DRY TAPPING OF EXISTING MAINS. PT HR OE PPERROTPYELRITNYE SS,UWRHV EE RY SE, SBHUOT WANR,EAORNELBYAASPEPDROONX ICMOAUT NE TLYO PCLAATTI ORNESCFOORRD SR.ETFHEER ESNACI DE PPRUORPPEORSTEYSLOI NNELSY .O N T H E S E S H E E T S D O N O T R E P R E S E N T IEFXACNAYV AA TRI CO HN AWE OO LROK GAI NC DA LCAORNTTI FA AC CT TTSH OE RI NHDUI AMNAAN DREEPMA ARITNMS EANRTE OUFN NCAOTVUERRAELDRDEUSROI UN RGCCEOSN, SD TI VRI SU ICOTNI OONF, HT HI SET OC OR INCT PRRA ECST EORRVSAHT AI OLNL SA TNODP A L L ARCHEOLOGY AT 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. DTHUESTCEOMNITSRSAIOCNTOSR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE NI FACTAUVREARLNRSE OS OR USRPCREI NSGOSRATRHEEEUN CS O. FUI SNHT E&RWE DI L DD LUI RF EI N OG FEFXI CCEA VSAHTAI LOLNB, EW COOR NK TSAHCATLELDSCT OO NP CI ME MR NE IDNI GA TPERL OY PAENRD MT IHTEI GI ANTDI IOANN AM DE EA PS UA RR TEMS .E N T O F BT IWT UOM( 2I N) OF EUESTROEFS UT HR EF AECDI GN GE OWFI LAL CB EO UPNA TI DY ARTOTAHDEALNI ND ERAERSFUOROF TA CUI NN IGT IPSRCI COEMSPUL EB TMEI TDT. EBDI TWU MH EI NNO CU ES NRTEESRUL RI NFEA COIFN GT HWE I PL LI PNEOI ST BI NES AT APLALYE DI T EWMI T BHYI N LHIONWE AERV EFRO,OCTOWNHT RE NA CE VT OE RR (TSH) EWCI LELNBTEE RR EL ISNPEOONFS IPBILPEE TISO I NR SE TPAL AL LCEEDAMN OY RAES PTHHAA LNTTDWAOM A( 2G) EF DE EI NT FTRHOE SMETAHREEEADSG. E O F A P A V E D C O U N T Y R O A D . FIELD LOCATE EXISTING WATER MAINS PRIOR TO THE START OF CONSTRUCTION DUBOIS COUNTY DUBOIS COUNTY COMMISSIONERS HIGHWAY ENGINEER LEVI LEFFERT, PE PH. 1-812-482-5505 CHAD A. BLESSINGER SERICE STENFTENAGEL NICK HOSTETTER COUNTY COMMISSIONERS OFFICE ONE COURTHOUSE SQUARE JASPER, IN 47546 1066 S. STATE ROAD 162 JASPER, IN 47546 PH: 812-481-7045 INDIANA DEPARTMENT OF TRANSPORTATION VINCENNES DISTRICT 3650 SOUTH U S. 41 VINCENNES, IN 47591 PH: 1-800-463-6848 UTILITIES ELECTRICAL: Dubois Rural Electric, Inc. 458 3rd Avenue Jasper, IN 47546 812-482-1188 Jake Wagner jwagner@duboisremc.com ELECTRICAUGAS City of Huntingburg 508 N. Van Buren Street John Reutepohler 812·683·3622 DISTRICT PERMIT MANAGER SARA POLMANTER DISTRICT PERMIT INSPECTOR MARIA WALKER PH: 1-812-381-4566 PH: 1-812-486-6347 EMAIL: spolmanter@indot.in.gov EMAIL: marwalker@indot.in.gov WATER: St. Anthony Water Utilities, Inc. 4300 Santine Road St. Anthony, IN 47575 812-326-2512 Michele Kordes stanthonywater@psci.net Patoka Lake Regional Water and Sewer District 2647 N SR 545 Dubois, IN 47527 812-678-8325 GAS ANR Pipeline 700 Louisiana Street Suite 141088 Houston, TX 77002 800-562-8931 Karen Macejewski us_crossings@transcanada.com GAS: COMMUNICATIONS Frontier 9001 W Jefferson Blvd. Fort Wayne, IN 46804 260-461-3324 Joe Sarli utilitycoordreq@ftr.com COMMUNICATIONS IN Fiber Network DBA IFN 5520 W 76th Street Indianapolis, IN 46268 317-777-7583 jreutepohler@huntingburg-in.gov Daniel Hall Ohio Valley Gas Corp PO Box 469 Winchester, IN 47394 765-584-6842 Keith Hamm khamm@ifncom.net ELECTRICAL Orange County REMC 7133 N SR 337 Orleans, IN 47452 Matt Deaton mdeaton@myremc.coop daniel@plrws.net SEWER Patoka Lake Regional Water and Sewer District 2647 N SR 545 Dubois, IN 47527 812-678-8331 Greg Bailey greg.baily@ovgas.com � d ._ I r:cll1l1•Bn•1h::•--- COMMUNICATIONS Perry Spencer Rural Telephone COOP, Inc 11877 E SR 62 St. Meinrad, IN 47577 812-357-2123 COMMUNICATIONS Windstream 7998 Centerpoint Drive Suite 300 Indianapolis, IN 46256 720-347-7845 Victor Koth victor.koth@windstream.com COMMUNICATIONS: Zaya Bandwidth 9209 Castgate Drive Indianapolis, IN 46256 765-341-1199 Waylon Higgins waylon.higgins@zayo.com u z VlLLJ 1- ...J I ::, LLJ > z 0 I1z<t IV) BID SET 0 z co u z PROJECT LOCATION MAP AND GENERAL NOTES Designed By: Drawn By: Checked By: RDW CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 2 Sheet 2 of 10 A AA.CO Do Not Use Plan Previews for Take Off
- • . ' I ' 500 -r2" ., I I I I ' r , ' 2'Y;J �� - 6" FROM HUNTINGBURG _ _,-;,.-- - " ' \ \ l I I I \ � " •t .. J ; I � • .. . ' .. . ' � '1.,• .,_ ' ,, �� Ill' • ' .. ,. .. _¥ ,•" .. .. ""''' .. '\._1-'lc, ... ,"''(� ... \ • .... • ' r • I • • • I .(: ., . ' t •" I'��- ' ' L ' . " ' '' � ' 8" FROM TANK No. 2 \ t' ' w---->, • - \ I I I ' r flQI,'" ' ., I r \ CEDA ' INTER 'EDIAif . ,SCH ·;..u,. .. 01..J - ' . ' I ' ;..: ' � p - Ir-, .• " F PROPOSED SEQUENCE OF CONSTRUCTION: 1. CONNECT EX. 3" WATER MAIN TO EX. 8" WATER MAIN WITH NEW 8" INTERCONNECTION (SEE SHT. 7) 2. INSTALL A 4" LINE STOP ON EX. 4" WATER MAIN (SEE SHT. 6) -1 • 1 3. CONNECT EX. 6" A.G. WATER MAIN TO EX. 8" WATER MAIN '100'"" 200 ' , • • WITH NEW 8" WATER MAIN RELOCATION (SEE SHT. 4) I "' " \ ''J.:' f.. � 4. RELOCATE EX. WATER SERVICE METER AND REINSTATE WATER SERVICE. (SEE SHT. 4) 5. INSTALL AN 8" INSERTA-VALVE ON EX. 8" WATER MAIN (SEE SHT. 5) 6. CONNECT EX. 6" A.G. WATER MAIN TO EX. 8" WATER MAIN WITH NEW 8" WATER MAIN RELOCATION (SEE SHTS. 5 & 8) 7. CUT, CAP & BLOCK ALL EX. WATER MAINS TO BE RETIRED IN PLACE ONCE ALL NEW WATER MAIN HAS BEEN INSTALLED, PRESSURE TESTED, SANITIZED, AND PUT INTO SERVICE. i::..;_.;;\ J,.-,,-_ 1 I 1- \ ' ' \ ' ' •• \\ \ \ \' �- \ • •'· ;I '- I·. 11 , I- I., • \ ., � ' ' ,, ., • u z Vl f _Jf :::, t �> z0Ifz <i: • fVl BID SET 0 z 00 Vl u z 1V-l PROJECT OVERALL Designed By: Drawn By: Checked By: RDW CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 3 Sheet 3 of 10 44467 Do Not Use Plan Previews for Take Off
z D.L CAP HYMAX COUPLER -r '---- PVC SDR-21 WATER MAIN EXAC. WATER MAIN CUT&CAP DETAIL FORAC. MAIN Miller, Ralph A and El aineM 19-10-32-500-029 001-013 INSTALL NEW 8" PVC SDR-21 PIPE WITH TRACER WIRE BY OPEN CUT PLACEMENT 2' OFF OF THE EX. 4" WATER MAIN. INSTALL 8" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM THE NEW FITTING INSTALL A TEMP. 1" CORP. STOP AND FLUSHING CONNECTION FOR FLUSHING, AND SANITIZATION OF NEW 8" WATER MAIN INSTALL 6" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM THE NEW VALVE S.N. 1 F.SMT '"" 80' R/W / ------------- /I I I � Exist. R/W- ---1 I I 2' POINT OF CONNECTION DRY TAP EX. 6" MAIN WITH 8"x8"x8" D.L TEE, TWO (2) 8"x6" D.L REDUCERS, ONE (1) 6" GATE VALVE, ONE (1) 8" GATE VALVE, AND TWO (2) HYMAX COUPLINGS 12' M Rl 2' 2' S.N. 2 INSTALL 8" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM THE EX. TEE POINT OF CONNECTION DRY TAP EX. 8" PLUGGED TEE WITH NEW 8" MAIN AND 8" GATE VALVE INSTALL 8" BELL RESTRAINT S.N. 1 8" HARNESSES ON A MINIMUM OF TWO �-----ft-11) JOINTS FROM THE NEW FITTING S.N. 3A 252+97.0027.o,Q' ' \ I 2&2+79.98 -: 9.78' @ 4' 22 --11--'--l-- 18' 2' ....,. "' Jt,ff/ ", & 4" INSTALL 8" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM THE EX. TEE M3 253+85.13 20.27' 1' 4' S.N. 3A CONTRACTOR TO CUT, CAP, BLOCK AND FILL EX. 6"AC. WATER MAIN TO BE RETIRED IN PLACE UNDER S.R. 162 WITH FLOWABLE FILL (120 L.F.) 6' 2' 14' 14' f I S.N. 2 449, 41' Lt. Str.No.11 H, L-2 w/ ' of 36"x24" RCP S.N. 8 Eckstein,Jeffery S 19-10-32-100-008.000-013 +53 5tr. No. 12 S.N. 1 4' of 18" Pipe Extension +95 (Gravel) w S.N. 2 24"x36"RCB M R 4' \ 4' \J. 4' w 0 2' ! t,2�t 4 ,•�l=��):::���Ss�.R�.6C4 ====�� c==========1�,�t=,�===�=======�==r--1 6' • - - - - - .....,:____.- 252+79.07 1� 5' / M3� _ 20 20 R 253+8!.54 8.45' 6' . ' ' tn] � � 3 -..--�. � • - \' 1/ §' E "PR Al" 1/ is � f.B,,\;_, 252+34.99 - 4. , // • � X • PLRWSD PHASE V SEWER MEI PROJECT #97023 SHEET 14 24'x36"RCB -------- � lO 0 l o UJ + UJ <O I � en · Z ;:: 0 en Cl UJ F z z ::::i 0:i:O 0 UJIz<>:: :::: -' NOTE: SCALE: 1" = 20 ' - f!'' fl ¥ fM ii j 0 ti •a,o 20 r .,. e•= ,_..,.....,_ CONTRACTOR TO COORDINATE WITH ROMAN WAGNER, ST. ANTHONY WATER UTILITIES SUPERINTENDENT, A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO SHUT DOWN OF ANY EXISTING WATER MAINS � t ' ' I // <I � - � I / Bi � J SPECIAL NOTES C 3 r z u \ • i � 1/ S.N 1 EXISTING WATER MAIN TO REMAIN IN PLACE e; � i S.N 2 EXISTING WATER MA!N AND EXISTING SERVICE LINE SHOWN AS CROSS HATCH TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS � ,! � \ PUT INTO SERVICE AND EXISTING CUSTOMER SERVICES ARE CONNECTED TO THE NEW WATER MAIN i � \ Ji _______.____________ S.N3 CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE � - I SN 3A CUT, CAP AND RETIRE EXISTING A C WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE SHALL INCLUDE A HYMAX COUPLING � � (WoodedArea) 1 �.. I \ SN 4 INSTALL AGATEVALVE(SIZE) � j I ,. r. --.._:. R::fW� S N 5 INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6"GATE VALVE !'J � ! --------------,.-,-- -~---... - --J SN6 INSTALL A NEW FLUSHHYDRANTASSEMBLYWITH3"GATE VALVE �� I / f------+---------------------1 � o S.N. 7 REMOVE EXISTING APPURTENANCES TO 18"BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL �� 1/ � � I Miller, Ralph A and Ela ineM S.N. 8 EXISTING WATER METER PIT TO BE REPLACED WITH NEW SETTER AND APPURTENANCES TO BE INSTALLED IN NEW PIT, EXISTING v � 19�10-32-500-029.001-013 METER WILL BE RELOCATED FROM THE EXISTING PIT TO THE NEW PIT. NEW SERVICE LINE TO BE INSTALLED FROM THE NEW � '::' _, � DISTRIBUTION MAIN AND CONNECTED TO THE EXISTING CUSTOMER SERVICE LINE � � _, � S.N. 9 EXISTING WATER METER PIT TO REMAIN IN PLACE. NEW SERVICE LINE TO BE INSTALLED FROM THE NEW DISTRIBUTION MAIN AND . � ��L__..:.,_..:.,_;_:�:;_..::__...;..__;_.,;;;,;_1:;_;:_:;_::.:_______;_:::...:._,:__.::,_____________:__.�__.!______,;.;_ _ !,__JL_..,:______________.....;;_�_...:___L__________ ;;_!..,;__________!::::;: :::::;::= C = O= N = NE = C = T= E = D = T=O= T =H=E=E = X = l =ST= l = NG :::: C = U = S=TO= M::::ER:::: S=E =RV=l =C =E =L = IN = E ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::� N N � > �0 u 00 C 'e 0 • u z I � Vl w f _J f =, c::: w > z 0 I fz <I: f Vl - � >-� ·�� 'Nz u,- :g g qi' ' V � ·~ , 0 o �� 0 00 N 0 � " BID SET 0z 00 V, u z t;; PLAN SHEET Designed By: Drawn By: Checked By: RDW CZM EKP Issue Date: Project No.: Scale: 4/9/Z6 2023027-01 AS SHOWN DrawingNo.: 4 Sheet 4 of 10 44466 Do Not Use Plan Previews for Take Off
• - �v c:, 1ow + w "' :r � en ·Z �o en o wz F z- :::r:;a0 ow Iz <( - ::;;; ....J -, �-� . ---------.,, ::, ::, + .D .() ',J 4l0a'ss IV Dr. ------, NCOOTNET:RACTOR TO COMPLETE RELOCATION MA NA DI N RWE ICT OH NI NNAE CS TI NI OGNL EO 8F HNOE UWR8 P" EWRAI OT EDR E19c-k1s0te-3in2,-1J0e0ff-e0r0y 8S000-013 ---------.,, ---------.,, ST. ANTHONY WATER UTILITIES, ----,...___ ;::_ 8 " MEI PROJECT #88062 INC. -., SHEET 2 ...___.., • 0 / EX. PRV PIT r 6" A,C. -0-.,.,........_.,,. 8+ 4" r--..l.{)+ ------.,,..............M, __j_ r 8 " N �-----......L,, � CX) V ' EX. 4• SDR-26 DRAIN , •--,--,, FROM MITER PIT � 6" +80 Class N Mod. Dr. IWN SI TTHA 6L "L GAAFTI ER EV AHLYVDER, AANNT 8A" xS8S" xE6M" B L Y 0.1. LLC:.C..:.:...:.J TEE AND TWO (2) 8" SLEEVES TO r0 0 � s.N. 1 W=40' 0 0 0 + °' l.{) N 1---,-----+- - EXISTING MAIN • I I 1 +2 2 8 P 2 9 i ' p S o e f t r E 2 . n 4 N d " o S P . e i 1 p c 3 e ti o w n / s • 75' R/W S.N. 2 I � SNi! s<S <I- 259+50.00 Exis!. Pipe 1 6"A.cf 'v---EX. 4" SDR-26 DRAIN '- FROM METER PIT RELOCATE EX 4" SDR-26 DRAIN TO DITCH I EXISTING 8" MAIN TO BE LOWERED IN PLACE. ai-- S.N. 2 " ' w • 6' �-7"-�-H,H-{-l' l=-=�7= tT------=--___ .r._:_ _ _,s------l---l INSTALL 50 L.F. OF 8" REST. JOINT PVC I I ----__ SDR-21 CLASS 200 PIPE. REMOVE EXISTING �-,,---� - - - 67.41' • 16' M@-- --- 8" MAIN AND VALVE AS REQUIRED 18 _7 ,, / -:;E ;.--nd"-'cPr'c'o'!' · e ,,ct "=,-____ -· SEE SHEET 8 FOR DETAILS Sta. 259+07.25 "PR-AZ" Line S "PR-A2" R.64 S.N. 1 P.T. 256+02.23 "PR-A2" .. • 12' LinSeR."P6R4-A2" 259 4 + 7 3 .3 5 1 .5 ' 0 � (Asph) - 0 0 + 0 � (Grass) - IS 1-- 1 Ct'. • -- ............ _ 0 0 + ,...., \0 N -- SCI'A�LlE:\.id1" = 20' "' ••• I 0 10 • 20 - --� � � ·- ---..:._ App. Exist. R/W -L__ -- -- -- -- ---- - - I I I (Asph) IINNSS TEARLTLA A- VNA 8L"V E ___....:::____-,-+---+---.h-------------------------- --------------- -- --- 65, R/W (l"rlM --+-4 .____ - - ____. €"Fn,,i -----6"FIM • • • ,.,.c-t---,,/,,�-s,---- 65' R/W -- l ----7l - I 6"F!M-------- ------.-.'"',,-----ff�----"· __________..,_ ----aa-=1r-F,,...._...�==-� -----6"Fll-' --------, R/W j > > > +88 ass V Mod. Dr. \ Temp. R/W for Drivesj W= 5, 16' Easment For Utility Lines M1 9i l-l1e0r ,- 3R2a-l5p0h0A- 0a2n9d0E0 1l a-i0n1e3M I , MSHEIEEPTRO14JECT #97023 -�-�---�-�W'.'.-�� � I j 1,----� S.N. 2 I 8 " MATCH LINE "AA" LINE CONT'D ON SHEET 7 I NCOOTNET:RACTOR TO COORDINATE WITH ROMAN WAGNER, SA TM. IANNI MT HU OMNOYFWSAETVEERN U( 7T) I LWI TOI ERSK ISNUGPDE ARYI NST PE RN IDOERN T , TO SHUT DOWN OF ANY EXISTING WATER MAINS SPECIAL NOTES S.N. 1 EXISTING WATER MAIN TO REMAIN IN PLACE S.N 2 EXISTING WATER MAIN AND EXISTING SERVICE LINE SHOWN AS CROSS HATCH TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING CUSTOMER SERVICES ARE CONNECTED TO THE NEW WATER MAIN SN 3 CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE SSN.N.34A ICNUSTT.ACLALPAAGNADTEREVTAILRVEEE(XSIISZTEI)NG A.C. WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE. SHALL INCLUDE A HYMA)( COUPLING SS .. NN .. 56 II NN SS TTAALLLL AA N3 -EWWA YF LFUI RSEH HHYYDDRRAANNTT AASSSSEEMMBBLLYY WWIITTHH 63"" GGAATTEE VVAALLVVEE S.N 7 REMOVE EXISTING APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL S.N. 8 EXISTING WATER METER PIT TO BE REPLACED W!TH NEW SETTER AND APPURTENANCES TO BE INSTALLED IN NEW PIT, EXISTING MD IESTTERRI BWU TILI OL NBEMRAEI NL OACNADTCEODNFNREOCMT ETDH ET OE XTIHSET IENXGI SPTI TI NTGOCTUHSETNOEMWE RP ISTE. NR VEIWC ES EL IRNVEI C E L I N E T O B E I N S T A L L E D F R O M T H E N E W S.N 9 CEXOINSNTIENCGTWEDATTEORTMHEETEEXRISPTIITNTGOCRUESMTOAIMNEINR SPELARCVEIC. ENELIWNESERVICE LINE TO BE INSTALLED FROM THE NEW DISTRIBUTION MAIN AND u z � VI -f-_J -f0::: f- <( >-z 0 z <( . VI BID SET z0 V) . u z t;; PLAN SHEET Designed By: Drawn By: Checked By: ROW CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 5 Sheet 5 of 10 44465 Do Not Use Plan Previews for Take Off
• 0 N � - z• ::,; - -z w ► M 0 z ► u � 0 0 � - · N • N >, § N • ,:i - 0 'l 0 � • E z N � N � "' � 3 0 z • � � � 8 -. N • M N � � z 0 0 ' � ► z � • • ► z -, u - � •• � 0 " N N � 0 � Q --- N � 0 N 0 N 0 � --- ► M :;;1 w � N :,: � � u .; 0 0 u N < � 0 - � Q y • N � 2 � - \' • ' ., ' . ,. • , l ' tJ. Miller, Ralph A and Elaine M 19-10-32-500-029.001-013 S.N. 1 Martin. Emilie 19-10-32-100-003.000-013 ' , • � rrr- . ' Buechler. George H and Michelle L 19-10-32-100-004.000-013 • , .. S.N. 1 I • I I I. I /e/ I fl /4) 7 \ - �"/ - / /�4 I I I , .. �IN _ S _ T _ A - LL _ A·_ _4�.. -L-INE_ _ ST _ O _ _ P .._, , I I. INSTALL 4" BELL RESTRAINT HARNESSES ON A MINI MUM OF THREE JOI NTS , , FROM THE NEW SLEEVE I ' iNSTALL A FLUSH HYDRANT ASSEMBLY 8,, y .,_ _ , WI TH 3" GATE VALVE, A 4"x3" D.L REDUCER, "" AND SLEEVE TO EXI STING 4" MAI N I I ' ' ' , •. SN 1 Hoosier Energy Rural Electric.,. Coop Inc 19-10-32-100-005.000-013 • ' PLRWSD PHASE V SEWER MEI PROJECT #97D23 SHEET 14 I ' r I I • I , - I I S.N. 3 S.N. 2 \ r ., I I I I I I I I 1 I I I \ .- ... .... Eckstein, Jefferr-s- ,.._ 19-10-32-100--008.tr 00-013 .. j \ , I I I I I ' • ' I • S.N 1 S.N.2 SN 3 , .. \ • i-,._ Hedinger Holdings LLC 19-10-32-100-007.000-013 Southeast Dubois School Building Corporation 19-10-32-100-001.000-013 J & S Hasenour Farms LLC 19-10-32-100-006.000-013 Hedinger Holdings LLC 19-10-32-100-006.001-013 _.. (' r -.''. t, ,r : I ' ' \ NOTE: SCALE: 1" = 50' :;. �..:.. -� 0 25 50 ,► �' \ • • CONTRACTOR TO COORDI NATE WITH ROMAN WAGNER, ST. ANTHONY WATER UTI LI TIES SUPERINTENDENT, A MI NI MUM OF SEVEN (7) WORKING DAYS PRIOR TO SHUT DOWN OF ANY EXI STING WATER MAINS SPECIAL NOTES EXISTING WATER MAIN TO REMAIN JN PLACE EXISTING WATER MAIN AND EXISTING SERVICE LINE SHOWN AS CROSS HATCH TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING CUSTOMER SERVICES ARE CONNECTED TO THE NEW WATER MAIN CUT, CAP ANO RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE S.N. 3A CUT, CAP ANO RETIRE EXISTING AC. WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE SHALL INCLUDE A HYMA.X COUPLING SN 4 SN 5 S.N 6 S.N. 7 S.N.8 S.N.9 INSTALL A GATE VALVE (SIZE) INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE INSTALL A NEW FLUSH HYDRANT ASSEMBLY WITH 3" GATE VALVE REMOVE EXISTING APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL EXISTING WATER METER PIT TO BE REPLACED WITH NEW SETTER AND APPURTENANCES TO BE INSTALLED IN NEW PIT, EXISTING METER WILL BE RELOCATED FROM THE EXISTING PIT TO THE NEW PIT. NEW SERVICE LINE TO BE INSTALLED FROM THE NEW DISTRIBUTION MAIN AND CONNECTED TO THE EXISTING CUSTOMER SERVICE LINE EXISTING WATER METER PIT TO REMAIN IN PLACE. NEW SERVICE LINE TO BE INSTALLED FROM THE NEW DISTRIBUTION MAIN AND CONNECTED TO THE EXISTING CUSTOMER SERVICE LINE • u z � V) LLJ I- _JI- ::) a::: LLJ I- <( >- z 0 IIz <( • IV) BID SET 0 z Cl:'. V> .uz IV> PLAN SHEET Designed By: Drawn By: Checked By: ROW CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 6 Sheet 6 of 10 44464 Do Not Use Plan Previews for Take Off
F8"U0TU.1.RCEAP FOR CONNECTION 8" ANCHOR c__,,- COUPLING 3C" OAUNPCL HI NOGR R 8" E X D 3 U " C 0 E .1. R 8"X8"X8" f----j 0.1. TEE EX. 8" � WATER MAIN 8" ANCHOR 1 --..L� COUPLING :( : ): 8G"ATTAEPVPAI NL GV E EX. 8" 3G"ATTAEPVPAI NLGV E f'1:-•---, l �A;�R MAIN I 3T "AXP3P" XI N3 G" SS. SL E. E V E 3" HYDRA- STOP 3" 0.1. CAP EW X A . T 3 E " R MAIN 8T "AXP8P" XI N8 G" SS. SL E. E V E WATER MAIN POINT OF CONNECTION DETAIL , • \ \ I \ , I \ \ \ \ \ \ \ \ \ "'"" \ \ ' \ \ I \ \ � \ \ \ HOUSE HOUSE \ \ ' , \ \ \ \ � ...... - -- \ 8 1 w l --------- � 't � i " I S.R. 162 ...., _. l \ i 3 l I _.. 3 - :--,=-=-M,::;..-:::;:-=== �,-"�"-M-, -M-M=-J:=:=:: �• =v,�'· \\ S.N. 1 �_::- . • • @ S.N. 1 1 � - \ ,, I I I I i \ I \1 ,, \ er· ,. I - \ . \ � ,..------------=L---, "/ INSTALL 3" BELL RESTRAINT HARNESSES ON A MINIMUM OF TWO JOINTS FROM ,. 1L a9 -n1c0e-,3E2 l-i 1j a0h0 -R0 1a5n.d0 0A2s-h0l1e3y N � \ \ \ THE NEW TAPPING SLEEVE F IA N L N S U D T S A S H L A I L N N GAIT T C IZ E O A MN T P N IO . E N 1 C " O T C I F OO R NN E P F . WO S R 8T " O F W P LU A A S T NH E D R IN MG, A IN ITNHSET AWLELSATNF 8O" Rx 8 F" xU8T" U0R. 1 E. TCEOE N, CNAEPCPT EI ODNT O IONNS TAAML LI N8I "MBUEML LORF ETSWTOR AJ OI NI TN THSA RE NA CE SHS E S WAY FROM THE NEW TAPPING SLEEVE � ,5 S.N. 8 EXISTING WATER METER PIT TO BE REPLACED WITH NEW SETTER AND APPURTENANCES TO BE INSTALLED IN NEW PIT, EXISTING \ � � § 21 METER WILL BE RELOCATED FROM THE EXISTING PIT TO THE NEW PIT. NEW SERVICE LINE TO BE INSTALLED FROM THE NEW \ � " -!;. � I I I I I )J \ I I • \ �o1 g(. t1'. rn dei3am2n-a5R0a0i l-w0 a5 y5 . C0 0o0 - 0 1 3 • I I \ I • \ ' SCALE: 1" = 50' flst1i'* 0 25 50 • ,r , .. I I I j} , 11 ,J. I , J '· "" t/JJ1JS I ·-, I I I • ,, \ \ \ I I I \\ S 1 9 o - u 1 t 0 h . e ,; 3 r 2 n . - ' 1 R 0 a 0 i l - r 0 o 1 a 8 d . 0 C 0 o 0 . - 0 1 3 \ '� S.N. 1 I I \ I I \ I I \ POINT OF CONNECTION I I J I I S 3 W " L x E E 3 T E " x TV 3 A E " P S A T E 3 A X " I . N T 3 A L " E P M S P A S IN I N S G T W GEI E A T L T H E T A A V N P A PLV IN E G SATNADTAI C3P" XR8E" S0S. 1U. RR EE D9U0 CPE. SR. I . I I I I I I \ \ I \ ,, I S.N. 1 .-- INSTALL A 3" HYDRA-STOP .--.--,_,ri"" '-------...--� �--, ,,,,rt' '"""'- .,,,.,--- " S.N. 3 ,,,,.-> ._p,.� .,,,.,-----::�� ��""---3" RA ENMD OAVPEP UERX .T VE ANLAVNEC EB SO X PWOEI TN TT AOPF ECXO. N8 "NME CA TI NI OWNI T H A N 8T "Ax P8 "PxI 8N" GS TS AL EI NELVEES SA NSDT EAENL 8 " ST AT AP TPIICN GP RGEASTSEUVRAEL V9 0E P . S . I . "' I , -" ' ' ��,,. • """' and ,Elaine M ______.., \ Miller, Ralph A Southe� Railway co ., 19-10-32-500-029.001-013 1O,fa;l,n0<-h3a2n-a500-055 000-013 \ / I I -\ \ I I I 1' � $; DISTRIBUTION MAIN AND CONNECTED TO THE EXISTING CUSTOMER SERVICE LINE \ \"1 � - 1R9o-t1t e0t-, 3D2 -o1u0g0l a- 0s 1J4 a. 0n0d0 J- 0a1n3e M ,, f r I :I j � S.N 9 EXISTIN G WA TER METER PIT TO REMAIN IN PLACE. NEW SERVICE LINE TO BE INSTALLED FROM THE NEW DISTRIBUTI ON M AIN AND \ �lL�===!Sc§o�NiNE:C�T:E:D:TiojTjH:E:E:x:1s:T:1:N G :::: c:u:s:TO:M ::::ER ::::S:ER:v:1:c:E:L:1N:E:S:::========================='.____________""":::;::::::::__:::..___\.:.._�_..:�---...:_-----------------------------------------...:.:......:'.'.:.-_________ __:L...;.__ '..,__.;!.:.,;_..,t,;.;,.______� � � • z - I-I- < I t - : z Iz<t: • IBID SET z0 co V1 u z V1 <t W1-- z <( PLAN SHEET Designed By: Drawn By: Checked By: RDW CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 7 Sheet 7 of 10 44463 Do Not Use Plan Previews for Take Off
� � "' � 0 'c£\ --- ,,_ "" --- ;� u .. � "... < � 0 ..i� 0 ��- 0 z i � 0 0 z 0 0 0 0 - N 0 ;;; § N - w 0 0 g0 z 0 • N �- 0 z < i• - ' � z 0 z " < r - 0 N N 0 0 " rw " , 0 u 0 � N jj � * s� 0 Ii- "� E N t u � N N 0 N - I " � N N " M ' N �- 1• - Eckstein, Jeffery S 19-10-32-100-008.000-013 S.N. 1 I I I I I 4 N 5 STALL TWO (2) ° FITT0IN.1G. HSORIZONTAL NCA ONO DTN ETR: REACCOTNONRE TCOT I CO ON MOPFL NE TE EW R8E" LWOACTAETRI O N MAIN WITHIN A SINGLE 8HOUR PERIOD FERX .O4M" SMDERT-E2R6 DP RI TA I N RDRELAOINCTAOTEDEITXC. H4" SDR-26 S.N. 2 Miller, Ralph A and Elaine M 19-10-32-500-029.001-013 S.N. 1 S.N. 7 L.f") INSTALL AN 8" CONTRACTOR TO COORDINATE WITH ROMAN WAGNER, N INSERTA-VALVE SA TM. AI NNI MT HUOMNOYFWSAETVEERN U( 7T) I LWI TOI ERSK ISNUGPDEARYI NSTPERNIDOERN T , l f TO SHUT DOWN OF ANY EXISTING WATER MAINS 1 MCMOAA IINNNNTWEOCI TTEHXN8. E8" W0" . 18. S" L E E V E SN 1 SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE I AANNSS ST8EA" XML 8LB " XLA Y6F " WI R0 I .ET1 . HHT EY6 ED" GRAAANTNDET TVWA OL V ( E2 . ) 8" SLEEVES TO EXISTING MAIN SN.2 EXISTING WATER MAIN AND EXISTING SERVICE LINE SHOWN AS CROSS HATCH TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING CUSTOMER SERVICES ARE CONNECTED TO THE NEW WATER MAIN SN. 3 CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE SN.3A CUT, CAP AND RETIRE EXISTING A.C. WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE. SHALL INCLUDE A HYMAX COUPLING MCMOAA IINNNNTWEOCI TTEHXN8. E8" W0" . 18. S" L E E V E 8" I ESXDI SI RNT-SI2NT1 GACL 8LL A" M5S0 SALI 2N. F0 . T0 OOPFI BP8EE" . LRROEEWSMTEO. RJVEOEDI NEI TNX IPPSVLTCAI NCGE . 8"' MS EAEI NSAHNEDE TV A5 LFVOERAPSL RA NE QVUI EI RWE D - S.N. 4 INSTALL A GATE VALVE (SIZE) SN.5 INSTALL A3-WAY FIRE HYDRANT ASSEMBLY WITH6" GATE VALVE SN.6 INSTALL A NEW FLUSH HYDRANT ASSEMBLY WITH3" GATE VALVE - I.O SN. 7 REMOVE EXISTING APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL I.O SN.8 EXISTING WATER METER PIT TO BE REPLACED WITH NEW SETTER AND APPURTENANCES TO BE INSTALLED IN NEW PIT, EXISTING METER WILL BE RELOCATED FROM THE EXISTING PIT TO THE NEW PIT NEW SERVICE LINE TO BE INSTALLED FROM THE NEW DISTRIBUTION MAIN AND CONNECTED TO THE EXISTING CUSTOMER SERVICE LINE SN.9 EXISTING WATER METER PIT TO REMAIN IN PLACE NEW SERVICE LINE TO BE INSTALLED FROM THE NEW DISTRIBUTION MAIN AND 12ss+ool r I INSTALL TWO (2) 22.5 ° '- 0 I.I VERTICAL FlITTINGS l\f _ EX 4" SDR-26 , oq- 550 ---1 EX. 6" WATER MAIN TO�----+----\ METER PIT DRAIN INSTALL TWO (2) 1__,"' BE RETIRED IN PLACE � � � 45' D I VERTICAL J;, __ ' ' I �-""'cf I FITTINGS "' EX. 8" WATER MAIN �- '--- 1 ---- @]] [Q] I D.. N "' I --+---l�-: ---1-1----+- "' D.. CONNECTED TO THE EXISTING CUSTOMER SERVICE LINE - -- - +------t-----+-----+------+!------+-----+-----f--- 550 TO REMAIN IN PLACE,-,� i"o \ ,�4-�-;-:t-:P-=ttt= =='§§�������·t����!:t�=::�===,,_,L__J___1___L__�L--J___1_ I - . ii�.,· I I I i ---- ---- 540f----+----+- , - -:-I � ---<>,.+-:o-_,_,_ 40,L � , "'--..._ I 540 CONNECT NEW 8" MAIN TO EX. U I -::::::::- \! •• 1 �=-==---=------------ [""--._ I 1 ------=:::._:-l, .=,_--=::::- --:::.--.=-=-=.------- I 4 Q' INSTALL TWO (2) 45° 0.1. I\ -----=- 1 =---==---,-=--=--'-- - • 530 �-+-----+-HORIZONTAL FITTINGS ' I INSTALL 50 L.F. OF 8" REST. JOINTf--- \ _ \_ PVC SDR-21 CLASS 200 PIPE r C _ O _ N _ N _ E _ C _ T _ N _ E _ W _ 8 _ " ___ I -----------'-- EX. 8" WATER MAIN AND STEEL!.._ ------ ' 520 f----+-----+------+---1--+--- EXISTING 8" WATER MAIN AND ! I MAIN TO EX. 8" -1-+---MAIN WITH 8" 0.1. SLEEVE 1-t--------, I �--•----------,---'---+-----+-------,----+----+----+--- CASING TO REMAIN IN PLACE I APPURTENANCES TO BE I REMOVED I ! I : I I ' ' I ' ' I ' -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 20 30 40 50 60 70 80 90 100 530 520 510 - - -- . u z � VI LLJ 1- ....J I ::, e::: LLJ i > z 0 I 1z <( • VI I BID SET 00 . V'l . u z PLAN & PROFILE Designed By: Drawn By: Checked By: ROW CZM EKP Issue Date: Project No.· Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 8 Sheet 8 of 10 Do Not Use Plan Previews for Take Off
' 0 oc - 0 z ,; - N w - z " w > - ' 0 z u 0 0 � .� N E N � § N V - • w "' 0 > • � � 0 • a 0 E z N 0 .. oc � � oc 0 0 z u < , ,; " oc N -, M � �� ;.; z -0 0 N z 0 N z -0 C, s � > ;r; - � � � 0 ' N N " 0 0 ---- M , N " Q 'c!;\ 0 -0 N "' " � ? ---- �I w M " � ;.; " � l -0 � � < !:; u N 0 ' � Q � " !al � � N � 2 � • PROFILE LINE PR-A2 600 590 PVI Sta. �55+00.00 PVI Sta. 256+57.00 ::l:-=-555:02 ::1:-�550:43 vc = ,0.00' vc = 100.00' 580 570 Note: 0 0 560 See Spot Elevation DetailtFor Profile Grade Information U) " Sta. 252+00.00 '"PR-Al" Sta, 254+75,00 "PR-A2" + - :J:, U) U) N U) "' .. r rorne uraue � - �------------- U) w I -�xisting Pr ofile Gradel----- I 550 540 530 520 510 500 � " "' . 'O � t;i 253+32 254+00 - - -2.918% I --- ----- - - - -- IEXISITNG WATER MIAN t=t � - -"' L Existing Profile Grade1 - --- ----- - ,7 -- I I Str. No.11-----_ -- - - - -- -- - rl -- - --- - --- -Str. No.12 °' "' "' � "' :G 0 "' "' "' "' "' - � � -.i Ci . M � N "' "' "' t;i "' "' U) "' U) U) 255+00 256+00 PROFILE LINE PR-F 570 0 0 Note: 0 "' U) - + " See Sp ot Elevation Details For Profile Grade Information M "' . U) "' 560 � 550 -------------------- _____]___ Ex1s ing Profile Grade 540 530 520 510 � C, �"' °' C, - � � � " U) U) 2+00 3+00 -- Str. "'� r...: "' "' --- - -- L .J - --- ---- -- --- ---- -- -- --- �"' " "' C, .,. °' M � r...: 0 0:, U) G'; .,. U) U) 257+00 Profile Grade 1 ' o.15___,/ 0 --- -- -- Str.�4Exist. Pipe ; [ Str , No.16 ________1_ _________ 0 - U) M " U) "' r----- -------- I (Pl otted 20' Below Datum) Rt. ---,EXISITNG WATER MIANI t;i J, " °' �" � U) U) 570 560 550 540 530 520 510 M 0 0:, U) U) 4+00 5+00 -4.828%----- "' .,. "' "' �U) "' "' -- � C'J � "' 600 590 580 570 560 550 540 530 520 510 500 M "' M .,. U) 258+00 • u z � VI LLJ I- _J I-::) 0::: LLJ I- <( >- z 0 I Iz <( • IVI BID SET 0 z 00 . Vl .u z PROFILE Designed By: Drawn By: Checked By: RDW CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 8A Sheet 8Aof 1 0 44462A Do Not Use Plan Previews for Take Off
R NO W A E SO N A D T T S A U E E H L C RL O I NW S M E G E N R T V S V E A H I R C L A V E A L E S N L D C B W O E PH M R I E N B E R S I S E N T S A A SU T L T R L I A O E E T N D IC PRESSURE EXCEEDS 75 PSI ¾" OR 1" PRESSURE REDUCING - ---- �f-..tt RMRV EAAA DLNNV U G U E C E F A E M O C D O F T D O 1 UE U 5 R L T T E L B OD E R T 1 B 4 5 Y P 0 W R WPI E T S I H S L I K S A AI U N S RS E E( AN ZGUI NRENECROAMPPPARNOYV) EODRE Q U A L I I I I I I I I I MH IEGTHE RS TBROEXN FGRT AHMPEO AL YN PDRCOOPVYEL RE N E 2S0E"E1 . S0P. HE CO IPFEI CMAET TI OENRSP I T 3 0 " D E E P ,�- ANGLE BALL VALVE BRASS NIPPLES MS EEET ESRP ECCOI PF IPCEART ISOENTST E R MSEEETESRPECIFICATIONS �A.,7"'--f-- ¾" OR 1" HOPE SDR-9 CTS ANGLE DUAL CHECK VALVE, :�-----t--��� SERVICE FROM MAIN _ ,,__--J�- 16" LONG SCH. 80 RIGID PVC YOKE WITH BRACING EYE PIPE BRACE,½" DIA M SW E E IT E T H E S¾R P E " Y C C OI O K F E I P C P T A E O T R I O E D X N U T S A E LNDPUTRHPROUSWEALL------,;& OUTLET CONNECTION / PRESSURE REDUCING VALVE AND WATER METER M SS E T E A E T N E SD R P A E P R C IT D IF 3 1 I . 0 C 0 " A . D T H E I O O E P N P E S PRESSURE GAUGE -- SWTI TA HN D0 A- 2R0 D0 PCSOI PTPAEPRP EMDE TPERRE SI DSLUERRE - - MGW AAA UTT EGE RRE I . ACGLOASNUUDGI I TET AI OSB HNL AES L. FLTOOBREDGOERTF OE UR NM DI N E EMP XlEAATCCE ETR OFSLFHOAI DWLLLLEBORES SI NESSE, %R T" Ex D¾I "N W A T E R FWOI NRGD BNAo .LWL S-T9O2 -P1S2 WO NI TBHOFTUHL LE NP OD SR T AANPPDRBORVAECDINEGQEUYAEL OR ENGINEER ¾" TYPE K SERVICE TUBE -- SSTEATNFDLUARSHD MWEITTHERGRBOOUXNCDOSVUERRFACE �.______ VALVE BOX CAOL VUEMRI N U M TVOALPVE BOX >----6"PVC SDR-35 PIPE GATE VALVE 1P6I P" EL OBNRGA CREI G½I D" DPIVAC. 0.1 TEE LEAK DETECTION DEVICE �-1----- NBLOOTWE:-OFF VALVE & ACCESSORIES FOR 12" MAINS & SMALLER SHALL BE SAME SIZE PAISP EM FARI NO.MB LMOAWI N- SO.FAFLVL AFLI TVTEI NAGN DS &A CPCI PEES SSHOARLI EL SB FEOMRE MC HA IANNSI COAVLEJRO1I N2 "T .S H A L L B E 1 2 " 0 . 1 . CVAOLVVEERBOX�� Jlr"--- #16 GAUGE GRADE ----,�-�-----,.,.'-cc=:'.:::::::::=�M' EGALUG ALUMINUM _ _ _JJ, 6 VS " D A P L R V V -3 C E 5 B P O - IP X E T - OP-----1 . .. . 0.1. TEE z "' L# O5 NR GE BI TAURD 8I N" AOL. CO. N-L Y� CANOCUHPOLIRNG PTT OOE RTBAFEOL MRO OAP TRE EENDI TN) HIG"A AON RP1EE SANQI NN. OGI NT. C H 1W8 A" SAHREODU N# 5D SPTI POEN E ;.+---MEGALUG PPE lIAPARECT AEH NCDO UN NG D. BI SETTUWR EB EE ND BLOW-OFF VALVE DETAIL (T0.Y1.POICRAPLV)C MAIN LINE PIPE VALVEBOX� COVER � N2V-OAPLTI EVECE: EB OO RX E3 S- PSI EH CA EL LC BA ES TS CI RROENW WT I YT PH E , CA AS SP TH AI RL OT NO RL I DC OI NN ACLRLE ST TE OANREE, A S . CVAOLVVEERBOX � iviSivi "= ��' '-=-'�0 >�� - 1/, 1/ �'L-'� /;_ ALUMINUM ' ' ' « 1/ '?;Y;oY?'s TVOALPVE BOX 6S"DPRV- 3C5 P-I P E- - - l ,---,Ir--,. #6 REINFORCING RODS � (2 REQUIRED) � 0 0 0 0 . . . - . .. •. MB UUTETLEL RE RF LLYI NVEASLEVAEL HX EP N( 2R5Y0 PPRS AI ) T, TT HOER E A N PP G R IN O E V E E R D EQUAL . . ·.. . . ·. •. . ,. ' CONG. PAD MIN.SIZE 4'x4'x4' THICK PGS AER VTOEFUMLNUEDNS SHT UOWRRI FT AHC E TV OAL ULP VMEI NBUOMX S6"DPRV-3C5 PIPE BUTTERFLY VALVE DETAIL I PTN HL SURT GUA SLA LTN VDB AL COL OVC ENK GWF . OI T RH HLIYNDERANT AT END OF IIiI:-J--1III NCV OAA LSTVTEE: I RBOONX EWSI TSHH CA LA LS TB EI RSOCNRLEI WD I TNYAPLEL 2S- PT OI ENCEE, OA SR P3H- PAI LETC E OR CONCRETE SURFACE AREAS D I RA EP CP TREODX B7Y' - 0E"NOGRI NAESE R 11---- BELL RESTRAINT HARNESS RFMI EET QTG I UAN I LGRUE/GDV BAF YLOVEREB2EA JAAOCI IRHNOTWNS A, BYI NE CY O. N D I F R M BI E E E T L Q T G L I ' A D N R L G F E U , O S G E R T A B R 2 C Y A H J I E N O W B T IN A A H T A Y ASI RRBNOEENYS, OSI NN CD . RM0 E. E1 . SGFTAI RTL TAUI I NGN GEBDYW TEI TOBHAP MAI PEI ERCOBH NYA , NUI NI SCCEA LO Jf OAI N T I · MIN. OF 40 L.F. I ANCHOR COUPLING FWLIUTSHHMHEYCDHRAANNI CTA L JOINT CONNECTION CONG.THRUST ---1 CV AOLVVEERBOX\� BLOCK MAIN� 0.1. MECHANICAL JOINT TEE UNSOETER:EDUCING TEE IF REQUIRED FLUSH HYDRANT CONNECTION APPROX. 7'-0" OR AS DIRECTED BY ENGINEER N2V-OAPLTI EVECE: EB OO RX E3S- PSI EHCAEL LC BAES TS CI RROENWWTI YT PH E , CA AS SP TH AI RL OT NO RL I DC OI NN ACLRLE ST TE OANREE, A S . VALVE BOX - -1l \ li):8:frl]/ COVER L :::]" L�_____.J -=- II -=--=-�II ALUMINUM VALVE I 1 BOX TO TOP 6S"DPRV-3C5 P-IPE-----l M GA A T IN E VALVE 2'-0" MIN. 6" 0.1. PIPE -+- t·cl-- - -- - -+t-II+ DA.NI.CTHEOER COUPLING MAIN BAV OLA ULX VMTEI ON PU M 6S"DPRV-3C5_PIPE _ / GATE VALVE 0.1. TEE ANCHOR COUPLING 1----- FIRE HYDRANT SEE SPECIFICATIONS PS RT OE CN AE SWT ECDOGNEG B. ES Tl AWBESE ON R HOYFDTRRAENNTCAHND FIRM FACE O6 RC UWBAI CS HFEEDE TSOT OF NWEA#S5H E D G R A V E L HYDRANT SETTING DETAIL MIN. 2'-0" 0 0 FSLEUESSHPHEYCDI FRI CAANTTI O N S PRECAST CONG. SlABS OR c•.":.. STONE WEDGE BETWEEN HYDRANT AND FIRM FACE ' ·,:a ••• • OF TRENCH 6ORCUWBAICSHFEEDETSOTOF NWEA#S5HED GRAVEL GATE VALVE, IF REQUIRED FAONSCTHEORRACDOAUPPTLEIRNG OR --, RV EA SL VT RE AWI NI TEHD MT EOCPHI PA EN IBCYA LU SJ OE I NO TF MEGALUG BY EBAA IRON, INC. GATE VALVE, IF REQUIRED STONE CONCRETE THRUST BLOCK---� "'-- 0 ···;. •, .. ·, ... . ' ' ... - . - '. . . : .... RV EA SL VT ER AWI NI TEHD MT EOCPHI PA EN I BCYA LU JSOE I NOTF MEGALUG BY EBAA IRON, INC. I . MIN. OF 40 L.F. GATE VALVE, IF REQUIRED FAON SCTHEORR ACDOAUP PT LEI RN G O R STONE BED STONE BED MIN. OF 40 L.F. . ' A" .. . . . ; . � · . .. -_ ... B S#4 H E NO R T E W B A N A S R ·: .•. < 0 ·•• •. ,._. • :\ ;: -�� ·.""' .. __, ..: ; . -� �-- . . . . . - .. ·•.•..•·>·: ' -<- •• . A" VERTICAL #4 REBAR 1�!::r-=#- Cl2 cJI:l] u � __ : ; 0"- z "' BENT AS SHOWN STONE BED •SEE SPECIFICATIONS R FB M I E E T E L Q T G L I ' A D N R L G F E U , O S G E R T A B R 2 C Y A H J I E N O W B T IN A A H T A Y ASI RRBNOEENYS, OSI NN CD . HORIZONTAL BRANCH CONNECTION FOR DUCTILE, CAST IRON OR PLASTIC PIPE TYPICAL THRUST BLOCK DETAIL CV AOLVVEER B O X a"' VALVE SIZE MODEL NO STEM. DIA. GRADE �- -- � 2'-6" MIN. 3'-6" MAX. \________ _ J � < r----+-- -, 'r--- -- -J rJ "' 81"0O" 0R RL 1E S2 "S 16" AND UP ""I NOO DPP I EEC NNA TRL OEI GFR HT " T "O R V V R R - - D B VR-E ALUMINUM----J l I I 1 I L..!..J t VALVE BOX I ¢;::i;:;:';, 1 I I I I iiF7==r::-- DUCTILE IRON -1, OPERATING NUT WELDED SWTAESEHLEARL I G N M E N T 6"PVC--� SDR-35 PIPE ¾ SW A P T " E O S E L T D T A E C E W E D H E L LEPDNI ND VALVE V SBA IOLZ VXE E 1---++t- � l ! ½" LESS � i---��-< THAN � - -' VALVE I.D. <i: SSCETREW �'ti SET zw� "' SCREW "' !?2 N "' VALVE STEM EXTENSION I P S AA R T - P 1 E P O 0 M R D 18 O U A C V C S E O T M D S L A D O E N Q R R U O U F E A L . N L L B G EYI DNGESEETNREEEEGLD O DUCTILE IRON SOCKET 112.005"" 1 50" FST LTE AAE NI NWGLI ETE DHS SOS UTS ATT IELNEELTLE ST AS PSPTI NE EG L MOA PRU PEERLNLOGEVRI EN D#E HEE- R3Q 0U4 AS LS EXISTING MAIN EXISTING MAIN WET TAP CONNECTION TO EXISTING MAIN NEW MAIN MC UUTE-LI NL ESRL E# HE -V8E4 0- � OA PR PERNOGVI NE DE EERQ U A L EXISTING MAIN MG O APA U R P T E E E R L N LO V G E V A I R N E L D V E F E L E E x R Q M U H A L EXISTING MAIN CUT-IN SLEEVE FOR VALVE OR TEE TO EXISTING MAIN . u z - V LL ) J 1- ...J I ::) 0::: LLJ 1- <t: > z 0 I 1z <I:. I V) BID SET 00 e V r I : iE . u z . VI<( wz I- <( IV\ TYPICAL WATER DETAILS Designed By: Drawn By: Checked By: ROW CZM EKP Issue Date: Project No Scale: 4/9/26 D2r0a2w3in02g7N-0o1.: AS SHOWN 9 Sheet 9 of10 444(,,1 Do Not Use Plan Previews for Take Off
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S A E N E D S A P C E C C E I S FI S C O A R T I I E O S N FOR TYPE RLIEDMWOITTEH SDERNI LSLOERD IONPSETNA LI NLGE D I N HF RI GAHM SE TARNEDN GC OT HV EPRO LSYEPTRFOL PU YS LHE N E WITH GROUND SURFACE 13-3/16" I• 2 0 "2F4O"RF O5 /R)1&" 3M/ 4E" TMEERT SE R S ¾" HOPE, SDR-9 CTS ¾" x 1" INCREASER 13-3/16" I• 2 0 "2F4O"RF O5 /R8 " 1&"3M/ 4E" TMEERT SE R S RDERMILOLETDE OSEPNESNOINRGI.NHSIGTAHLSLTERDEI NNGLTIDHWITH PS OE TL YFPL RU OS HP YWL IETNHEGFRROAUMNED&SCUORVFEARC E Is;;;-----1---�-ANCHOR LUGS ,�- HOPE PIT WITH REINFORCED RIBS WA SI TMHANNOUTFCAHCETSU RF OE DR BSYE R V I C E L I N E F( FRRAANTCCEOS) VCI LOLREPD. R A I N T I L E LCOOAMMP AF CI L TL EADR CO LUANYD OPRI T CWOI TRHP I. NSSTEORPT MSOT DI FEFLE N4 7E0RB T MM cODDOENL A6 L1 D3 3MT FBGY. AC YO . ¾" x 1" INCREASER MAIN-lo "SYT"I FCFOEUNPELRI NSG W I T H I N S E R T 2" HOPE, SOR-9 CTS 3 314, NSAODTED:LES REQUIRED ON ALL MAINS PER SPECIFICATIONS HOLLOW COPPER TUBE DOUBLE METER SETTING r- :1 <" I" � 13 3/16" II II II II II II II II • PTOERINMTINAL TEST ACCESS D_j__ INSERT TRACER WIRE INTO TUBE AND CRIMP "' D "' N ,__ NT Ro .A1C2ECROWP PI REER ANCHOR LUGS - ----+ -- �? 20" FOR 5/8" & 3t METERS )1---="--'-'=�:::::____==-K 24" FOR "METERS LCOOAMMP AF CI L TL EADR CO LUANYD OPRI T FT LEESXT I BALCEC UE ST ISL I PT OY I MN TA RF KOERRTWR AI TCHE TRWWOI RTEE, RCMOI LNOA RL BLUE MODEL 'TUFFCAT' CTFCO7208U WITH HWOI TPHE NP OI TT WC HI TEHS RFEOI NR FSOERRCVEI CDE I BI NSE F (A F R S R A A M N T A C C N E O U S ) F V C A IL O C L T R E U P D R . R EADINBYTILE g ANGLE DUAL CHECK VALVE ME XETTEENRDYTOHKREUWWI LALL L WD UI TAHL¾P U" RCPOOPSPEE R OUTLET CONNECTION MP RE ET SE SRUCROEP RP EE DR USCEI TN TGE VRAWL VI TEH. SAENED SAPCECCEISF ISCOARTIIEOSN S F O R T Y P E EBYREACING ANGLE BALL VALVE 1F"OHRO1P" E& S¾E"RI-N9LCETTSS E-T T-E R-S USNPELECSIFSIEODTHERWISE ¾" x 1" INCREASER SS ECTHT. E8 0R RSIUGPI DP OPRVTC 1P6I P" EL O, BNRGA C E ½ " D I A . CWOI TRHP I. NSSTEORPT MSOT DI FEFLE N4 7E0RB T MM cODDOENL A6L1D3 3MT FBGY. CA YO , MAIN-lo NSAODTDE:LES REQUIRED ON ALL MAINS PER SPECIFICATIONS DB YE CCAALRSS COWN I-T1 E1 2I NATNEDR TNOAFT-I 2O5N8 A0 LA, SP HM. A1N- 8U0F0A- 6C4T8U- 7R9E1 D7 OA TR 1E0N0G0 IFNTE. EMRAAXPI MPURMO VSEPDA CE IQNUGA, LI NT FOEBNEC EI N LSI TEASL, L E D ADJACENT TO FLUSH / FIRE HYDRANTS, ETC. TORRARCHEHR SWOI LRI ED SCHOAPLPLEBRE WNIoT.H1 24 5A MWI GL UPSOEL-Y2 E, RT HH YWL-E2 N E II NN SS TUAL LALTEI ODNL AONNOG ISTUUIDT IANBALLEL YF OARL ODNI RGETCHTEBPUI RP EI A L TWRI RE EN CSHH.AALLLLBUENCDOENRNGERCOT UE DN DWSI TPHL I TCHEES UI NS ET ROAFC E R CCOOPNPNEERCHTEOARDS.SNAKEBITE WATERPROOF 3'-0" 2'-0" UR OS EL L6E" DO EF ANCoH 523" A G G AS DETAILED ON PLANS S2 "UCBRGORWA DNE 2'-0" 3'-0" 1 L:::::::: LI 1 3 1 FINISHED CROSS SECTION ACCESS ROAD NHOOTREIZ:ONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO THE C.L. OF TRACKS I • BEYOND RJW LINE • I I • BEYOND R J W LINE I � R.R. I I RNJ 11 2 ' OB EFYSOLNODPTEO E (25' MIN) D3I ' TBCEHY OL NI NDE (25' MIN.) TVYAPLVICEAL GATE C0 A. 1 RRREI ES RT RPAI PI NEETDOJ BOEI N T R.R. �I I R J W SEAL 11 SP ET ERESLPCEACSI FI NI CGA PT II OP EN S GTYAPTIECAVLALVE MAIN RAILROAD CROSSING SECTION GRADE ANCHOR N BAATRTABCHEMENT <( iS T# 4O PB A&RBSOCTOT ON TMI N U O U S rr-::.7- .f::_-,._,--- 6x6 13/io W.W.M. , •· DNRENA INNAAHGTEYGPAETRE- 5 0 5 0 S F EOQRUEANLGINEER APPROVED '""""'"- #4 BARS CONTINUOUS SECTION --j 8" fNCOOTNET:RACTOR SHALL BE REQUIRED TO PROVIDE PHOTOGRAPHS OF THE FIELD TILE RC EOPNATI RRA( CB OT OT RH PS RH IAOLRL TP OR OAVNI DD EA FATLEARB RE LEEPDA I 3R- )R IPNRGI OBRI NTDOE RE ACROTNHT LAOI NAI MN GB AT HC EK FRI LELQ. UT IHREE D PP HR OO TP OE RG RS AT PA HT ISO. NEI ANCGH, SPI HZ EO TOOFGTRI LAEP RH ESPHAAI RL L, DBAETPEROOFP RE ER PL YA I LRAABNE DL EPDR WO PI TEHR TT HY EO W N E R EF EA RCNHCSOI DAEDOAFP TFEI ERL DI NTSITLAEL L E D RAEPPPARIORVOERD EENQGUIANLE E R ------· <rr,---nt---------- _____ .,.,,_--1--U>- --------- EF IXEI LSDT I TNIGL E 2'MIN. WATER MAIN EARTH LOAM BACKFILL PAVSCCPUITPEFISEALDMETISLEIZE ---------□---� TL EXISTING 2' MIN. FIELD TILE U# 5N3DSETROPNVECBPAI CP EK F I L L FIELD TILE REPAIR DETAIL P( ' I)P IEN JCORI ENAT SDEE TF RL EE CN TCIHO ND.EUPSTEH FAI ST TNI NE GC ES SASNAOR YC OT ON CPRREETVEE NA TN CE HX OC ER EBDLI ON CG KRSE ICF OTMR ME NE CN HD E D DEPTH EXCEEDS REASONABLE CONSTRUCTION DEPTHS. GRADE (') MIN. 4'-0" CRUSHED STONE �N2. OTE P : LEAESPTLI CA NP ISPHEESEHTASLALNBDE CERNOCSASS ESDE CWTI ITOHNSSAFNODR. S I Z E A N D T Y P E O F P I P E 3. IF ROCK IS ENCOUNTERED, MIN. 6" SANO BEDDING IS REQUIRED UNDER ALL TYPES OF PIPE. CREEK CROSSING SECTION OPEN CUT OPEN CUT MIN. 12'-0" STATE HIGHWAY I PAVEMENT MIN. 12'-0" STATE HIGHWAY ML I AF TNIHNOGLHE ACNODVL EE RA SN HD APLAL DBLEO ACLKUHMAI NS UP MA SWMI TAH-N U F . EBNY GHIANLELEIDRAAYPPPRROODVEUDCTESQMUOALD.EL No. A48R OR 4C"ODNI AG .. PMRAENCHAOSLTE CLA-VAL MODEL 990 --+- 2V"APL RV EE SASDUJRUES TR RE DA NU GC IEN G . ,._ 28 TO 85 PSI MP EI NR. SP PI PEECCI FOI CVAETRI O N S A2 "SHAOPPPEL ISCOARB-L9EC T S L PP I I E N P N K E E - S ST E L R E A A E L T V I ( O T E Y N W P SI . ) T AH L L RA ES DRUECQEURI R E D CONG. FLOOR .. • 4'-0" METER & BOX SETTING . . 5" ·• . . . , .. . •, INLET AWLAL TJEORI NPTRSOSOHFAWL LI TBHE BITUMINOUS MASTIC PA RL LO OJ OF I NWTI ST HS HB IATLULMBI NE OWUAST E R MASTIC C V O A L V V E E R B O X -------� -SLOPE VA AL UL VMEI NBUOMX _T O_P _ , , F IF N L O L A R E N D T G A S E N E D R D M I E O E S U T T 7 E 0 L R E C W T O , I P # T V H P B E B B R Y 7 P S7 A E -1 S T 5 T S B E , - 4 B R 4 A F - L 7 O L 7 R - V G A 2 " L VE 6" PVC - -- ---1 (GRIP JOINT FOR COPPER) AND #CF31-77 SDR-35 PIPE (C2 ORNETQR' OA C) FT EOMR ASLHE ABLRL OVNE ZREI FMY ETTHEER PF. RL AVN. G E . LAYING LENGTH TO FIT. BWYI T- PHA PS AS DFLUOLCL KP WO RI NTGBSA L L V A L V E 2A"SHADPPPEL ISCDARB-L9EC T S REDUCER AS REQUIRED 2" DRAIN WHEN APPLICABLE LPIINPKE SSELEAEL VOENWITH ALL PENETRATIONS GATE VALVE STONE L0I.N1 EP ISPI EZ E LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS HM AA NN DH LOEL EA NCDO VP AE DR LSOHCAKL LH AB ES PA AL US MMI NA NU UM FW. BI TYH HLAI FL TL II ND GA Y OP RR OEDNUGCI NT ES EMROADPEPLRNOoV. EAD4 8ERQ U A L • 4'-0" .... " ' .. - .,, ,,,·, - ·, .. . ·. . :. . SEE SPECIFICATIONS . - !' �-· FOR METER TYPE AND . :-., ACCESSORIES . .. .:' .. • :. FLANGED COUPLING ADAPTER SIPZIEPEADSAIZPETTEDR METER . . . , . .• CONG. FLOOR "' uw" "' ,i <( 0w:: uw"- 1 z [ " C4 "ODNI GA . PMRAENCHAOSLTE - -------------- VALVE BOX COVER 'ErsLOPE � AV LAUL VMEI NBUOMX T O P >----- S6 "DPRV- 3C5 P I P E �GATEVALVE 1'-6" MIN. 2" DRAIN WHEN APPLICABLE 2" P.R.V_ VALVE & SETTING 1 1/2" AND LARGER WATER METER & BOX SETTING PLAN HEADWALL DETAIL MIN. 2'-0" COUNTY ROAD GRADE \ ,.,. ;e "�' ' HALL BE RESTRAINED _j MJ OAIINNTSP 3C' ABSEI YN OG N I A P D N E D E W A S I C T H H H A I E L N L N T E D H X E T END I z ;e &, � --------------- - --- - --- ----------- L STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED MIN. 2'-0" COUNTY ROAD - ROADWAY BORING SECTION ESNT EDESLECAALSPI NEGR WS PI TEHC IBFRI CI CAKT I O/ MNOS R T A R P OT L F W A O O C F E S DP C A A A C S T E I N E R G A S C H (TYPICAL) CASING PIPE TRACER WIRE B E 6T'W- E1 0E' NT YSPPIACCAELR S POLYETHYLENE 2' FROM ENCASEMENT REQ'O BELL ENO FOR ALL 0.1 PIPE NTRYLAOCNERCAWBIRLEE, TMIEINS. F2OPRER PIPE R OS U T R A N E I N N N E L G E R I S N S S E A E S S R T M E A A E P N L P U CR F A O A S V C I E N T D G U R E S Q E P D U A A C B L E Y RC WA SI TCHA DP OE LWY AMTEERR W O R K CARRIER PIPE TYPICAL CASING SPACERS AND END SEALS DETAIL ' • u z VI w 1- _J 1-:::) 0::: w > z 0 I 1z <:( . IV) BID SET 0 z 00 er: V, . u z Iv, TYPICAL WATER DETAILS Designed By: Drawn By: Checked By: ROW CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 10 Sheet 10 of 10 .... �" Do Not Use Plan Previews for Take Off
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