ATER MAIN IMPROVEMENTS ALT. No. 1 - DALE AVENUE REPLACEMENT ALT. No. 2 - WILLIAR AVENUE REPLACEMENT AND ALT. No. 3 - SKY WAY DRIVE AND SETTLERS TRACE EXI ENSION TOWN COUNCIL PAUL HAMANN HARLAN FISHER LESTER RHOADS HEATHER DAVIS HOPE SCHNEIDER PRESIDENT VICE PRESIDENT MEMBER MEMBER MEMBER CLERK-TREASURER SONDRA SMITH TOWN MANAGER BRUCE CUNNINGHAM FOR THE HARRISON COUNTY, INDIANA FEBRUARY, 2025 WATER & SEWER MAINTENANCE DAVE COBURN, SUPERINTENDENT WATER DEPARTMENT STACY SAILOR, SUPERINTENDENT ATTORNEY CHRISTOPER L. BYRD CHURCH, LANGDON, LOPP, BANET, CLLB LAW CORYDON, IN N ttletown 4 New ,,, Amsterdam 0 Valley ' , City \ , Mauck- ----., port '- 7.7 Elizabet Central Dogwood 1.7 11 8.1 5.9 3.2 11 0 Laconia LOCATION MAP Quality Engineering S,-rviccs Since 1959 Midwestern Engineers, Inc. 6809 Corporate Drive, � 802 Wes! Broadw"y St., P.O. Box 295 Indianapolis, JN 46278 Loogootee, IN 47553 Ph: 317-334--.0262 Ph: 812-295-2800 Wehsi!c: midwe&<emcng.com fax, 812-295-280\ Email: mcinc@midwe,;tcmcng.com Consultants • Civil - Mechanical · Electrical NOTTO SCALE PLANS CERTIFIED BY:___ Ua�=·�W�- =!4>--=-=--- ---�2/ __, 1 07 9 / "' 2� 0 2__5 CLINT W. ROOS, P.E. DATE 9.6 PROJECT LOCATION V ' Sta ' 11 I ' ' Buena ( Vista COPYRIGHT © 2025 Midwestern Engineers, Inc. PROJECT NUMBER 2025002-03 FILE NUMBER 44575 BID SET 1 OF 8 Do Not Use Plan Previews for Take Off
HARRISON COUNTY COMMISSIONERS �ARRISON rmINTY rnMMI,,InN<R, f245 ATWOOD ST, SUITE 100 � 1 , ORYDON, IN 47112 ANISSA KELLUM DISTRICT 1 /'ELSON STEPRO DISTRICT 2 I RAD WISEMAN DISTRICT 3 HARRISON COUNTY HIGHWAY DEPARTMENT 1H3A5R9RISOOLDN HCWOYU.NT1Y35HSIGWHWAY DEPARTMENT CORYDON, IN 47112 \ATTN: KEVIN RUSSEL �HONE: (812)-738-2920 I M Al L: K.RUSSSELffl-1ARRISONCOUNTY.IN.GOV IINDIANA DEPARTMENT OF TRANSPORTATION SEYMOUR DISTRICT /85 AGRICO LANE pEYMOUR, IN 47274 fHONE: (812)-463-6848 FAX: (812)-522-7658 FALLS CITY SUB DISTRICT 5701 HWY. 31 CLARKSVILLE, IN 47129 EMAIL: SECOMMUNICATIONS@NDOT.IN.GOV SHEET SCHEDULE 1 � i 6 7 8 COVIER SHEET OPLVIAENRAILNLFOMRAMPATION SHEET ALTERNATE No. 1 - DALE AVIENUE REPLACEMENT ALTERNATIE No. 2 - WILLIAR AVENUE REPLACEMENT ALTERNATE No. 3 - SKY WAY DRIVIE AND SETTLERS TRACE EXTENSION TYPICAL WATER DETAILS TYPICAL WATIER DETAILS UTILITIES TELECOM: FRONTIER COMMUNICATIONS 24373 Country Rood 45 AEL T K T HN A : RT P , H I I N L 4N 6 A 5 S 1 H 6 PHONE: 574-875-3796 EMAIL: PHILNASHlllf'TR.COM - .• WINDSTREAM COMMUNICATIONS 111 S. MAIN ST. ELIZABETHTOWlN, KY 42701 PHONE: (270)-765-1892 Know what's below. CABLE TV: FIBER OPTIC: INSIGHT COMMUNICATIONS 3408 INDUSTRIAL PARKWAY JEFFERSONVILLE, IN 47130 ATTN: DAVID BROWlN PHONE: (812)-288-6471 FAX: (513)-229-0423 MAINSTREAM FIBER NETWORKS, LLC 2370 LANDMARK WAY NE, UNIT 102 CORYDON, IN 47112 PHONE: (844)-752-6736 Call before you dig. ELECTRIC: GAS: WATER: UNITE PRIVATE NETWORKS 1828 WALNUT ST, FLOOR 6 KANSAS CITY, MO 64108 SANITARY SEWER: PHONE: (816)-903-9400 FAX: (816)-903-9401 3 D 9 U 0 K ENEMNEARINGYST. MARTINSVILLE, IN 46151 ATTN: TIM UMBAUGH PHONE: (765)-349-4012 EMAIL: TIM.UMBAUGHOOUKE-ENERGY.COM 1H1A6R5R IOS LODN FCOORUENSTTY RRD. E N. MW. C . CORYDON, IN 47112 PHONE: 812-738-4115 INDIANA UTILITIES CORPORATION 123 W. CHESTNUT ST. CORYDON, IN 47112 PHONE: (812)-738-3235 FAX: (812)-738-1512 TOWlN OF CORYDON 219 N. CAPITOL AVE. CORYDON, IN 47112 ATTN: STACY SAILOR PHONE: (812)-738-3958 TOWlN OF CORYDON C2 1O9R YND. O CN A, PI NI T O4L7 1A1 V2I E ATTN: LARRY FESSEL PHONE: (812)-738-3958 RAMSEY WATER COMPANY, 415 HIGHWAY 64 NW, P.O. RAMSEY, IN 47166 ATTN: MARK BRACE PHONE: (812)-347-25518 INC. BOX 245 GENERAL NOTES: 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW TIHE GENERAL LOCATION OF FENCES, CULVIERTS, DRIVIES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; TIHE EXACT LOCATION AND QUANTITIES SHALL BE VIERIFIED AT TIHE TIME OF CONSTRUCTION. 2. TIHE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE COORDINATIE SYSTIEM (EAST ZONE) REFERENCED TO TIHE 1983 NORTIH AMERICAN DATUM (NAD 83). ELEVATIONS ARE BASED UPON TIHE 1988 NORTIH AMERICAN VIERTICAL DATUM (NAVO 88). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWlN ON TIHESE PLANS ARE NOT TIHE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTIHOUGH TIHESE PLANS HAVIE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, TIHE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVIE BEEN SHOWlN. TIHEREFORE IT SHALL BE TIHE CONTRACTORS RESPONSIBILITY TO SEE TIHAT ALL EXISTING UTILITIES WITIHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN TIHE FIELD PRIOR TO ANY CONSTRUCTION IN TIHE AREA. 5. EXACT LOCATION OF GATE VALVES, HYDRANTS, FITTINGS, ETC. TO BE DETERMINED AT TIHE TIME OF CONSTRUCTION. 6. DOWlN TIME COORDINATION MUST BE MADE WITIH THE WATER UTILITY PRIOR TO WIET OR DRY TAPPING WATER MAIN. COORDINATE WITIH TIHE WATER AND SEWIER MAINTENANCE SUPERINTENDENT, DAVID COBURN AT 812-738-3958 A MINIMUM OF FIVIE (5) WORKING DAYS PRIOR TO ANY TAPPING OF EXISTING MAINS. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE ON MONDAY TIHROUGH TIHURSDAY. NO CONNECTIONS ARE ALLOWIED TO BE MADE ON FRIDAY. ALL WATER SAMPLES MUST BE TAKEN ON MONDAY TIHROUGH WIEDNESDAY. 7. PROPERTY LINES, WHERE SHOWlN, ARE BASED ON COUNTY PLAT RECORDS. TIHE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVIEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. 8. TIHE CONTRACTOR SHALL AVOID IN CHANNEL WORK (AT STREAM CROSSINGS) DURING THE FISH SPAWlNING SEASON (APRIL 1 TIHROUGH JUNE 30) WITHOUT PRIOR WRITTEN APPROVAL OF THE INDIANA DEPARTMENT OF NATURAL RESOURCES-DIVISION OF FISH AND WILDLIFE. 9. EI FX CAANVYA TAI OR CN H WE OOLROKG IAC NA DL AC RO TNI TF AA CC TT ST HOER I HN UD MI AANNA RDEEMPAAIRNTSM EANRTE OUFN CNOAV ITEURREADL DRUERSI ON GU R CC OE SN ,S TDRI VUI CS TI OI ONN ,O FT I HHEI SCT OO NR ITCR APCRTEOSRE RSVHAATLI OL N S TAONPD A L L ARCHEOLOGY, PHONE No. 317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING TIHEIR APPROVAL. 10. BITUMINOUS RESURFACING WILL BE PAID BY TIHE LINEAR FOOT UNIT PRICE SUBMITTIED WHEN CENTERLINE OF PIPE IS INSTALLED WITIHIN TWO (2) FEET OF THE EDGE OF A PAVIED COUNTY ROAD OR TOWlN STREET AND RESURFACING IS COMPLETIED. BITUMINOUS RESURFACING WILL NOT BE A PAY ITEM BY LINEAR FOOT WHENEVER CENTERLINE OF TIHE PIPE IS INSTALLED MORE THE TWO (2) FEET FROM THE EDGE OF A PAVIED COUNTY ROAD OR TOWlN STREET. HOWEVER, CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY ASPHALT DAMAGED IN THOSE AREAS. 11. STONE RESURFACING WILL BE PAID AT TIHE UNIT PRICE PER TON SUBMITTED WHEN TIHE WATER MAIN IS INSTALLED UNDER A STONE DRIVE OR ROAD. STONE RESURFACING WILL NOT BE A PAY ITEM WHEN THE WATER MAIN IS NOT INSTALLED UNDER A STONE DRIVE OR ROAD. HOWIEVER, THE CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY STONE TO BRING THE DRIVIE OR ROAD BACK TO ORIGINAL CONDITION. 12. TIHE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVIE DUST EMISSIONS. 13. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND TIHE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH & WILDLIFE OFFICE SHALL BE CONTACTIED CONCERNING PROPER MITIGATION MEASURES. 14. ALL SINKHOLES TIHAT OCCUR IN CONSTRUCTION AREAS SHALL BE LEFT UNDISTURBED ALONG WITH A 25 FOOT BUFFER AROUND THE HIGHEST CLOSED CONTOURS OF THE SINKHOLE. EXISTING VOLUME OF SURFACE DRAINAGE TO SINKHOLES SHALL BE MAINTAINED AND DRAINAGE FROM CONSTRUCTION SITES WILL BE FILTIERED OR TREATED PRIOR TO ENTIERING A SINKHOLE. LEGEND 6 ' ', 6"W EXISTING WATER MAIN AND SIZE 6"W 6"W EXISTING GATE VALVE 6"W f t 6"W EXISTING FLUSH HYDRANT 6"W t 6"W EXISTING FIRE HYDRANT 6"W ' 6"W EXISTING BLOW-OFF VALVE 6"W � 6"W EXISTING LEAK DETECTION DEVICE 6"W � 6"W EXISTING PRESSURE REDUCING VALVE s··w -----@- 6"W EXISTING SERVICE LINE AND METER EXISTING MAIN OR SERVICE LINE TO BE ABANDONED � 6"W --- EXISTING MAIN OR SERVICE LINE TO BE CUT AND CAPPED --�---PROPOSED WATER MAIN AND SIZE ---�--- PROPOSED GATE VALVE ___i____ PROPOSED FIRE HYDRANT W/ 6" GATE VALVE -----(@-- PROPOSED SERVICE LINE AND METER @ � D ■ GAS HT X --W1 ' ---/---- = == == =IIIII= = -8--- -- TREE STREET SIGN STREET SIGN BURIED TELEPHONE CABLE GAS MAIN HIGH TENSILE FENCE WOVEN OR BARBED WIRE FENCE WROUGHT IRON OR CHAIN LINK FENCE ELECTRIC OR WOOD FENCE UTILITY POLE WITH GUY WIRE DRAINAGE CULVERT / PIPE AND CATCH BASIN SANITARY SEWIER LINE AND MANHOLE PROPERTY LINE PLAN SHEET INFORMATION REVlSIONS 2/1912025 BID SET Cl 2025 Midwestern Engineers, Jm.·. 802 W�st Broadway Strecl PD. Box295 Loogoolce, lrKliana 47553 DATE FEB. 2025 DESIGN C.W.R. DRAWN S.L.H. Q.C. CHECK E.K.P. PROJECT NUMBER 2025002-03 2 2 OF 8 I Fll£ NUMBER 44574 I Do Not Use Plan Previews for Take Off
<> !i \';} - g �l � -=� u -� � I 0 \1 �I \1 oc �' oc �-,;;: ism ' �� N9 �� <N �§ •wo� -w"••" z� �8�· �a�� •N � -.� rTRD. ALTERNATE No. 3 PROJECT LOCATION SEE PLAN SHEET 6 FOR DETAILS r ,_.,.i I I, \ � - • � ' . t- ,.,,.,,�.,, TANK#2 ,.__... BOOSTER STATION ' 10" 6" , • , , n�� ' '{, -�'-' ·---.:---=---"I,. • ' TANK#2 ___, 500,000 GALLON O.F. ELEV. 760.0' 8" TANK#2 ALTITUDE VALVE;-: ') - - /,. 12" 8" - ,. . .. " .•:lo;.� t ' ' 'i>.!M ;I " 11 ' - • ltv ' 6' '1!.i_;;:c.:...:......,=� i O ,; I . ··t rr ;. 8" � • yIS.R. 62 l >t <�-\ w ....l ·,, ALTERNATE No. 1 PROJECT LOCATION SEE PLAN SHEET 4 I 6" FOR DETAILS J O" , ' , ' ' 8" f-\,( , ·•� , ' ' . s'. Jr- ' , .. , J,,, ." " ' •• . ., . ..., .. , .. 'I t' ,. ,. --, • '!,• , .. I ' -· - - - .,,, .{ . . . 8 " �. �· 2" , - ALTERNATE No. 2 PROJECT LOCATION SEE PLAN SHEET 5 FOR DETAILS " ,. �- r r-: ..SHORT ST. 4" " ,. . " ' r , ,,, - 4,, • .. 8" I ,, WfDODLAND AVE. If, " , , 3r1 ... I I f F t , - ,,. • -:,,, " -e � i r-, ·re -\ ,, 12" f , SCALE: 1" = 300' 0 150 300 • . • 1 BOOSTER STATION#11-I� • 12 " �---;--------�_.: �2� � •: . 18'---c-,=-,-r � di�--� ���'.J.L__l_JJ.L._....=.c_�-=-_.::,::_____._:,,____,____ ..J.J.E�ovERALLMAP REVISIONS 2119/2025 BID SET C) 2025 Midwestern En.ginccr.a. Inc 802 Wesl Broadway Street P.O. Bo� 295 Loogootee. Indiana 47553 DATE FEB. 2025 DESIGN C.W.R. DRAWN S.L.H . Q.C. CHECI< E.K.P. PROJECT NUMBER 2025002-03 3 3 OF 8 I Fll.E NUMBER 44573 I Do Not Use Plan Previews for Take Off
I ll 1+00 VC AOLNVTERAANC DT OI NRSTTOA LRLE4M" ODVUECETXI LI SE TI IRNOGNG A T E SLEEVES, SEE DETAIL No. 1 THIS SHEET HEISHMAN , ERNEST JR. 7 1190 CHURCHAVE. - 31 ·09-25-377-001, 000-008 HOUSE - - • • 8 ch !1 LINCOLN HILLS CHRISTIAN CHURCH 31•09-25-37&-001 000-008 a a + on INSTALL 1"HOPE DR-9 CTS SERVICE LINE WITH TRACER WIRE HOUSE 1M1 I0L0LCE RH , UAR NCNHEAT VT EE . #'J l-09-25-377-003.000-008 GARAGE BLKT PARKING LOT HOUSI;, 11JE30NKcIHN$l'l.u, CBRHYAANE. 7-377-005,0 -008 a a + (!) "HOPE DRICE LINE WIT IRE ,. __ _ oe--- ,. ___ I R4A "NE MDGOAVI NTEES TEVAXAL I LLSVT EI N G (2) 0AS.1. RRE.JQ.UISRLEEEVES THRUST BLOCKING J�EXISTING ABANDONED S.R.62 E C IN X O 4 C I MS " L T P U I M L DN E A E G T I D N E G AARSTEEMPOVA VARALT LV EOOF TF OP OBI NE T OF CONNECTION No. 1.1 ERXEIMSAT IINN G I N4 "S EMRAVI NI C ET O EXISTING 4" TAPPING SLEEVE AND 4" TAPPING VALVE RWT OEE QRL CUD HEI RDE CDSU TTTEOEELXMI SAC TKAI SEN I GN-G �I F - ; CONNECTION. RPN EIEPMWI NO GVC EOTNOENXEII NCS TST I I TNOAGNL L ANCHOR COUPLING 6"x4" 0.1. REDUCER ERXE IMSAT IINN G I N4 "S EMRAVI NI C ET O 141"000.1.MESGLEAEVLEUGw/RSEESRTRIEASINT .. • RRS EUT EMBEOBLVE ERB AAENNNDDDS I SNI FESATRLA EL QWL UI TWI HRRE ADSPT ABIANYRLOE US NS D LSOTECEALTIOCNASOINFG.EXISTING WELDED REWXEEMI LS DAT IIENNDG I NS6T "ES EEMLRAVI CNI CA ESI NI N G1 2T"O 6Mw "/E GSDAE. RI . LI EUSSGL E1ER1VE0ES0T R A I N T 6MS "EExRG6I -"E xSL6U"1G 1D0R. I 0E. S T6T ER" EA I N T ANCHOR COUPLING 6MS "EE RGGI -EA SLT EU 1G V1 A0RL0EVSE6T R" A I N T 6RO "EF QTUCHOI RKNE. NDSE TCUOTNNI ODENE RB (ATPSY OEP I . N) ATS .---""--INSTALL 4" 0.1. CAP ON RETIRED MAIN >+---EXISTING 4" MAIN TO BE RETIRED B TH LOR CU K S I T N-G _,,. PFB OOE LRNLT T RWOEOFS TCJROOA I NI NNNTT SE CHTOAI UOR TNN EFS( RTSYOEPMS. ) ER AE CQ H' D . N 0POINT OF CONNECTION DETAIL No. 1.1 NOTTO SCALE 6PW"OI RL DEY .EI .AT HNCYDLL AEBSNESEL L3E5NR0CE SAWST ARE TAMEI ENRNT TM.HAATI NRR NA WEC SIETSRHE S RVEALQVUEIRED FOR TWO JOINTS BEYOND " --- " I " , /'/ ___ ec ---,�L ' / u DOEFNFTI CI SE1 / NOTE: 1 / / NWOI T AHCOCUETSPSRAI OL LROAWUETDH OT OR I ZT HA TI SI OPNR OF RPOE MR T Y THE PROPERTY OWNER D U R11B6I N1 CPRHOUPRCERHTAIEVSE.LLC 31-09-25-378-002 000·008 / �REXEIMSATIINNGIN4"SEMRAVINICETO 4.. 0.I. SLEEVE ' INSTALL SPLIT BELL RESTRAINT -�---___J HARNESS ONE JOINT BEYOND w/SERIES 1100 0.1. SLEEVE MEGA LUG RESTRAINT ...____ 11 ANCHOR COUPLING DALE AVE 6 R " E x M 6 O " V x6 E " E D X . I I S . T T IN E G E HOUSE IMCNAASPI TNA OL LN 6R"E T0I R. 1 .E-D � EXISTING 6" MAIN SERIES 1100 6"______,/ 11 MEGA-LUG RESTRAINT j REMOVE EXISTING 4" 90' BEND, NVAELWVE6"ANMDAINPIPING TO INSTALL TO BE RETIRED DALE AVE E I C O N X O F C I MS L C T P U O I L DN N E E G T ND E E G C A A R S T T E I E O M P N O V A V A R N A L T o V L . E O O F 1 T F . O 2 �P OB-I NE T MSEERGI-ESLUG110R0ES6TR"-AIN-T , CNR P E OO E M WNR O T G IV W . O E N A D T R E A O I N R V F D E M E TR A X O E I I N S P T ILNI ANSCGTEA �L L THRUST--.....BLOCKING i ---- 6"7T.6r."-9D0.�I. BCELNA0S-S -350-W-ATER MAIN H JW T O R A IT R A IN H C N T E ES P R S O S B L WE E Y S I Y E R O T E R H N E Y D A Q L NEUDNI RE BE DEELNLF COARRSE ESTMTWRE ONA I TN. T 90' BEND 6" AGNACTEHOVRALCVEOUPLING B TH LOR CU K S I T N-G - .. --- 'C--- • HOUSE E N G1 1 0L E1 MCAHNU, RACLHM AA VFEA Y E 31-08-25-378-004,000-008 ,i,,;;,--,-11;.,----EXISTING 6" MAIN TO REMAIN IN SERVICE --....t---�INSTALL SPLIT BELL RESTRAINT H0. A 1. R N S E L S E S E V E O N E JOINT B E Y O N D tt--�--5" 0.1. SLEEVE Mw /E GS AE R LI EUSG 1R1E0S0T R A I N T EBXEISRTEINTGIRE6D" MAIN TO .. 6 6O " " N G M R A E E T G T E A I R - V E L A D U L V G M E A RIENSTRAINT // ANCHOR COUPLING /r 6"x6A"NxC6H" O0R.1.COTEUEPLING 6 "MS EEGRGAI -ET ESL U 1GV A1 L0RV0EES 6T R" A I N T N • • . ' 0 SMEERGI-ESLU1G10R0ES6TR" AINT N 0 6EH "NA RC 0NA . SE1 . ES MSC EEL SNA ST .SR ET Q3R 5UA 0CI REEWRDA TWFEIORR RE MTAAWNI NOD WJB OI ET I LHNLT SPROEBLSYETEYRTOAHNI NYDLT E VNAEL-V E POINT OF CONNECTION DETAIL No. 1.2 POINT OF CONNECTION DETAIL No. 1.3 NOT TO SCALE DO NOT SCALE SCALE: 1" = 30' "T_ ;,30 ;.J,,,," �" 1\ . SN7 • INSTALL 6"D.I. CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT AND 1 \. \ 1 S.N. 3 TRACER WIRE POINT OF CONNECTION No. 3 (STA. 9+82) DRY-TAP NEW 6" MAIN TO EXISTING 6" ----..____JMAIN WITH A 6"D.I. SLEEVE, 6"x6"x6" I 10 00 D.I.M.J. TEE AND (3) THREE 6" GATE + VALVES. SEE DETAIL No. 1.3 THIS SHEET I O , sTATIc PREssuRE: 58 Psi S.N , 1 ALSTOTT MARVA DELIGHT 867 DA LE AVE 31-09-25"375-008.000-006 ' S.N. 1 S.N. 2 S.N. 3 S.N 4 S.N5 S.N. 6 S.N. 7 S.N. 8 S.N. 9 S.N. 10 • S.N. 7 CONG • • • POINT OF CONNECTION No. 2 (10+96) DRY-TAP NEW 6"MAIN TO EXISTING 4" MAIN WITH A 4"D.I. SLEEVE AND A 6"x4"D.I. M J. REDUCER, SEE DETAIL No. 1.2 THIS SHEET STATIC PRESSURE 56 PSI. SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE HOUSE ,cCUT, CAP AND ABANDONED EXISTING WATER MAIN ON BOTH LIVE AND ABANDONED SECTIONS OF PIPE EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN INSTALL NEW GATE VALVE ASSEMBLY (SIZE PER MAIN) INSTALL NEW 3-WAY FIRE HYDRANT WITH A 6" GATE VALVE, HYDRANT SUPPLIED BY OWNER, INSTALLATION BY CONTRACTOR CONTRACTOR TO INSTALL NEW METER PITS, LIDS AND SETTERS AND RECONNECT TO EXISTING CUSTOMER SERVICE LINE WITH NEW HOPE. DR-9 CTS SERVICE LINE FROM NEW MAIN. CONNECT SERVICE LINE TRACER WIRE TO WATER MAIN TRACER WIRE. WATER SERVICE LINES SHALL BE CONSTRUCTED AFTER THE NEW WATER MAIN HAS BEEN CONSTRUCTED, FILLED, PRESSURE TESTED AND DISINFECTED. SERVICE LINES INSTALLED BY OPEN CUT ACROSS ROADWAYS UNLESS NOTED OTHERWISE. OWNER TO SUPPLY AND INSTALL METERS TO REINSTATE WATER SERVICE.. CONTRACTOR TO REMOVE EXISTING METER PIT, LID AND SETTER AND CAP OLD SERVICE LINE. BACKFILL VOID WITH SAND, REGRADE, SEED AND STRAW. OWNER TO REMOVE EXISTING METER. EXISTING VALVES TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH SAND. REGRADE AND SEED OR REPAIR ROAD BED AS REQUIRED EXISTING FlRE HYDRANT WITH A 6" GATE VALVE ASSEMBLY TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH SAND, REGRADE, SEED AND STRAW INSTALL WATER MAIN OR SERVICE LINE BY UNCASED BORE UNDER STREET OR DRIVE. LENGTH PER NOTE ALTERNATE No. 1 - DALE AVENUE REPLACEMENT REVlSIONS No, 11300241 STATE OF 1 NDrlll'- 2/19/2025 BID SET c,2025 8M0i2d wWce. s si ct rl ln nExn, dgwi naeye rSs t. r I�nCcl . P.O. llox 195 Loogoolec\. lndiam, 47553 DATE FEB. 2025 DESIGN C.W.R. DRAWN S.L.H. a.c. CHECK E.K P. PROJECT NUMBER 2025002-03 4 4 OF 8 I � LE NUMBER _ 44572 I Do Not Use Plan Previews for Take Off
/ r \ \ \ \ \ I cw ,w -= I T" I I 4 B T 6 I R 6 L5 U L - ' 3 Y S M 3 T 1 L0 E 1 - 2 0 E 0 1 . . S 350 PIP LYCEETRHWYLIREENE ENCASEMENT A ....,,-----,,---,----,--.--;:- POINT OF CONNECTION No. 1 (STA 0+00) - -.:..=;.!I DRY-TAP NEW 10" MAIN TO EXISTING 8" BAR\ \ \ \ \ \ \ \ \ • \ \ 12··w 12"W •·w I I •·w �- I I I /" " I I I I I I I I I I \ \ MM A. JI.NT EWEI T, H1 0A" x88"" DD..LL SML. JE.ERVEED, U8 "CxE8 "Rx,8A" NDD. L DM(3 R A )T Y IN H -T R WA E P I E T HN 8 E" A WG 4 A " 8 T D " E M .L V A SA IN L L E V T E E O V S EE ,X( I1S) TOI NNGE 44"" RGEADTEUCVIANLGVETEAEND 8"x8"x4" D.L M.J. DMRAYI N- TWA PI T HN EAW6 "8D" M. L ASI NL ETEOV EE XAINSDT I N8 "Gx 66""D . L RSEEEDUDCEETRAIL No. 2.1 THIS SHEET STATIC PRESSURE: 30 PSI. \ \ \ . � OUSE \ \ LL, KATH � UE & CHA�S R .Ii \ 1387 RAVE. 31-01,--25-33 -009000·0°t, \ fr·�- • IWN SI TTHA PL LO 1L Y0 "EDT .HI . YCLLEANSES 3 5 0 P I P E \ \ \ \ ENCASEMENT AND TRACER WIRE \ I POINT OF CONNECTION No. 2 (STA 3+75) I WET-TAP NEW 10" MAIN TO EXISTING 12" I \ MR EADI NUWC I INT GH TA E1E2 "Ax N1 2D" xA1 01"0 W" TEATP- TPAI NPG SVTAAL VT EI C, SPEREE SDSEUTRAEI L: N30o .P2S. 2I . T H I S S H E E T '/ I I I I I I i......_ VJR.& ..:u_ / _ 7I [ I I 1 sceM,o;, �SRY J lROLYN s 31-0193-1215-W32il0t-005 �; we I. -�---- 7 S.N8 \ I SN 3 \ 10" ' \ C ,I C I ��, -<I S.N 3 j f \ ' ! l1 l l I I I r;• ,t , I Ii ' • 1l t. 0Q1 948- 3I2N25S-'3OM2 NL6 l,. .( .lN41RA9 NA0 CV0 Y0E- E- 0 . 0 8 HOUSE I I ' A S H3S1 -E0R9 R- 2\5r -AJ 2J : 7I A- (l) Qf2i M. 0EC JN0 T. 0S0 6L L C •·w CM "' I ' I ' I -ASH8ERRY APARTMENTS, LLC 31·09-25-327-003.020-008 ' I " 7 • ' ' � 1 AL l "1• 30' 30 ' " MHm; e ) CM •·w� 8 "" 8---.._a·w " � ' ' ' � ___,._, • \ + I I \ � ;;[jjlN"STc:° TA.,- L1L-::3"/4'<' ;, ' H;:;;;D"'PE"' :-,:;D"' R;:-_gal_J!___ " --- " ---i---- " --- " ___ " ___ " ___ ! ?,l o! ' - " ' ' • �1 �I \ �i ' ' I SN. . 6 CTRTASCSEERRVWICIREELINE WITH GE ACH, KENNETH E. & Gl.iENDA M, 1374 WILL.AR AVE. 31-09-25-327-009.000-0 8 BLKT HOUSE ENS, ST...EY p & MARY JO 3 1 - 0193-4265,- 3i2l7l-A0 1R2 ,A0V0 E0 - 0 0 8 HOUSE HOUSE SALTSGAVER, JOHN E & WC1Ll1: 1330 iNlLLAR AVE. 31-09-25-327-015.010-008 S.N. 1 S.N. 2 S.N. 3 S.N. 4 S.N. 5 S.N. 6 S.N. 7 S.N.8 S.N. 9 S.N. 10 , ' " SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE BROWN DONALD J. 31-09-25-327-003.000-008 CUT, CAP ANO ABANDONED EXISTING WATER MAIN ON BOTH LIVE AND ABANDONED SECTIONS OF PIPE EMXAI ISNTII SN GP UWT AI NT ET RO MS EA RI NV SI CHEOAWNND AESX CI SRT OI NSGS MHEATTECRHSE DA RTEO CBOE NRNEETCI RT EE DD ITNOPTLHA EC EN EA WF T WE RA TNEERWMWA AI NT E R INSTALL NEW GATE VALVE ASSEMBLY (SIZE PER MAIN) IINNSSTTAALLLLANTEIOWN3B-WYACYOFNITRREAHCYTDORRANT WITH A 6" GATE VALVE, HYDRANT SUPPLIED BY OWNER, CC OU SN TT OR MA CE TROSRE RT OV I CI NES TL IANLEL WN EI TWH MN EE WT E HR OPPI TE S, D, LRI D- 9SCATNSDSSEERTVTI CE ER SL I AN NE DF RR OE CMONNENWE CMTA TI NO. TERX AI SCTEI NRGW l R E TWOA TB EE RI NMSATI ANL TL RE DA COENRL YW OI RNE . L WI NAETSECRRSOESRSVI NI CGE RL OI NAEDSWSAHYASL. L CBOEN CNOE NC ST TSREURCVTI CE ED LAI NF TEETRRTAHCEE RN EWWI RWE ATTOE R I I M NN A S SI T T N A A H L L A L L E S M D B E B E T Y E E N R O S P C E T O ON N S RC T EU R I T N U A S C C T T A R E T O D E S , WS FI L AR L T O E E A D R D , W S P E R A R E Y V S SI S C U U E N R . L EE TSESSNTOETDEADNODTDHIESRI NWF IESCET. EODW. NS EE RR VTIOC ES UL IPNPELSY A N D BC AOCNKTFRI AL LC VT OO RI DTWO I TRHE MS AONV DE , ERXEI SG TRI ANDGEM, SE ET EE RD AP NI TD. LSI DT RAANWD . S OE WT TNEERRATNOD RCEAMPOOVLEDESXEI SRTVI INCGE ML I ENTEE. R . REXEIPSATIIRNGROVAADLVBEESDTAOSBREERQEUMIROEVDED 18" BELOW GRADE, FILL VOID WITH SAND, REGRADE AND SEED OR EVXOIISDTWINIGTHFISRAENHOY, DRREAGNRTADWEIT, HSEAE6D'" GAANTDESVTARLAVWE ASSEMBLY TO BE REMOVED 18" BELOW GRADE, FILL INNOSTTEALL WATER MAIN OR SERVICE LINE BY UNCASED BORE UNDER STREET OR DRIVE, LENGTH PER I ; ____ _.. " ALL NEW MAINS TO BE D.I. CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT AND TRACER WIRE, INSTALLED TO 42" MINIMUM COVER ( TYPICAL ) UNLESS NOTED OTHERWISE EXISTING 6" MAIN TO---tl:-!-1 REMAIN IN SERVICE ,J.l.....j.1,-------INSTALL SPLIT BELL RESTRAINT 161" 0D0.I.MESGLAE-EVLEUGw/RSEESRTIREASI-NT ---..J 8"x6" D.I. REDUCER R8"ExD8U"Cx4IN"GDT.IE. -1-''..'.-"�-,�rurf THRUST BLOCK P8W O"I RL EDY .EI A.T NHCDY LL AEBSNESEL L3E5NR0CE SA WST RAE TAMEI ENRNT TM.HAATI NRR NA WEC SEI TSRHE-S - - - RVAELQVUEIREADNDFODR.I. ATLELE JOINTS BETWEEN MSEERGIAE-SLU1G100RES8T"R-AIN-T ----.._ 8" GATE VALVE-------u 8" D.I, 90' BEND- - - --" MRAENAMIDNOVPEIPINEXGISTTOINGINSTTEAEL, L VANLEVWES---'.--'! , . '\ . '. I6N"S TMAALILN 6T"O DB. IE. CRAEPT I ROEND E X I S T I N G RT OE M1O8V"E BEEXLI SOTWI N GG R6A "D EV, A LF VI LEL SVOTRIDAWw/SANO, SEED ANO EBXEISRTEINTGIRE6D" IMNAIPNLATCoE----- N SHLAERENVEESS ONE JOINT BEYOND D.I 4 " A4N" CGHAOTRE CVOA LUVPEL I N G 1 E4 X 1 " I 0 S D 0 T . I I N . M G E S GL 4 A E " - E V L M E U A GIN w / R T S E O E S RTIREASI N T REMAIN IN SERVICE HI NASRTNAEL LS SSPOLNITE BJEOLI NLT RBEESYTORNA IDN TD . I ) SLEEVE REMOVE EXISTING TEE, VALVE ti � AT ENED, PV IAPLI VNEG ATNOD I NPSI PT IANLGL N E W RO6 "EF QTCUHOI KRNE. NDSE TCUOTNNI ODENE RB( ATPSY OEP I . N) ATS FLORA STREET RPV AEO LMI NVOTEVSSA LOT OFO FCB OEA NL ILNNECECLXTUII SOD TNE I DN GN AoSG. A2PT . EA1 R T O F THRUST BLOCK 8" ANCHOR COUPLING l�-J-- --,,c+-h 8" GATE VALVE 3'-0" 1 E8 X 1 " I 0 S D 0 T . I I N . M G E S GL 8 E A " - E VLEU Gw /RSEESRTIREASI N T MAIN TO REMAIN IN SERVICE 8"x8"x8" D.I. TEE �,;;;;;;�----8" ANCHOR COUPLING 1--}'I------8" GATE VALVE _J,,_ ____ 8" ANCHOR COUPLING 1:-----10"x8" 0.1. REDUCER MSEERGIAE-SLU11G00RES1TOR"AINT --1O" D.I. CLASS 350 WATER MAIN WITH R VPW A E O IR L Q L E V Y U E E IR AT NEH DDY L EFBNOE ERL L ET NRW CEO SA STJREOAMI NI NETNTST . HBATERRY NAOCENSEDRS E S 0 POINT OF CONNECTION DETAIL No. 2.1 NOTTO SCALE 1PW0OI R"L EY DE .ATI ,HN YDCLLEBANESELS L E3NR5CE0SA STWRE AAMTI ENENRT T .HMATARRI NNA CE WSE SRI T EHS- - - - � 4 - - - L RVEALQVUEIRED FOR TWO JOINTS BEYOND I TTNAASPPTPPA II LNNLGG 1SV2AL"LEx VE1EV2 E" x 1A NO "O S1. SO ". ERXEIMSATIINN GI N1 2S"E RMVAI CI NE T O ERXEIMSATIINN G I N8 "S EMRAVI NI C ET O EPT XOL AI SCBTEIEN GR E6T"I R EMDA I NI N-- - - - + - , ? THRUST BLOCK-C-- - - EXISTING 6" MAIN TO----+ N REMAIN IN SERVICE 3'-0" •• ,. R6O "EF Q TCUHOI RKNE. NDSE TCUOTNNI ODENE RB ( AT PSY OEP I . N) AT S w=> z w I< Y( __ ,, IOTNNS T AELXLI S T6I N" GD .6I ." CMAAPI N O BE RETIRED 3: RE XE IMSATIINN G I N1 2S"E RMVAI CI NE T O HILLVIEW DRIVE 0 �?,��! , ? F CONNECTION DETAIL No. 2.2 ALTERNATE No. 2 - WILLIAR AVENUE REPLACEMENT REVISIONS 2119/2025 BID SET C2025 MP8 0. Oi2d . wWBe oes �xt et r2B9n r 5oE an dswi naeyc rS. s 1. r I�n, ' cI . Lougootcc. lndiana 475S3 OATE FEB. 2025 DESIGN C.W.R. DRAWN aS.c..L.H. CHECK E.K.P. PROJECT NUMBER 2025002-03 5 5 OF 8 I FILE NUMBER I 44571 Do Not Use Plan Previews for Take Off
- 0 z 0 ,. z < ,8 <> ·" �o • 0 "� ,., 1 �9 NN z -� .N � 0 � ·� •• o- • -w ---. £� Q <XJ ,• ,o > --- ,o ;; :r ooS " ' oO " ,. :::: 3 • • 00 - < � CN 0 - Q •• 1,1 0 " :r <c 2+00 _J 4+oo s+oo I, I ' I ' I' I ' I ' I Ji I ;J I ENGL.j;H 8..AMUEL P & KIMBALL 8 M . & TERRI ! 1--09-24-327-001 000-007 31-09-24-327-003.000-007 r O L N3, A1 -B0 9I G2A4I L- 3C2 7, -&0 0D2A0K0O0T- 0A0W7 PE� I SCOTT, SHAWN I 31..09-24-327·005 QO\H)07 I' P OINT OF CONNECTION No. 1 (STA 0+00) 1 I g+ WET-TAP NEW6" MAIN TO EXISTING 6" MAIN 1, • WITH A6"x6"x6" STAINLESS STEEL TAPPING , o SLEEVE AND A 6" TAPPING GATE VALVE, WYZARO, CLYOE A & ELAINE S 31-09-24-327-006 000-0-07 , I" o;: ,'--t-'s---,.____ SEE DETAIL No.3.1 THIS SHEET , if' '"----l-,.��t ST�A�T_'.:IC ::.cP :2R�E ::: S r, S ,!;. U R � E ;; :i,c7�2 :'; P�SI ::: . =::i::-;:==::--J , 0 11 11 @r-.:::�;;;;::, =�::;;;-;:2'."-==6*c.-===-" ----:____-_-:: ,�¾__,:·--, . ±-., = --·' --+--,•· -"---= ,. ,. " " "" .. " - - - " � ------ . " --- " - / 0 1/ ,_ 5 ' --�. - SKY w A y DRIVE M,----i,g I 1 O' II ____ _.___ t - " D J 1�,+® -- 6" L 15" STORM ,r @ @" i - l u 23' _, '/ - 14 1 - [ " + Hh,l / FIRE HYDRANT 0 ,; 1 RANDOLPH OAVID G. & CHRISTINE M. oi H A N3N1E- 0L9, -K2E4 N- 3N2 6E-T0H0 2E0. 0&0A- 0N0N7 A R "T" ' ow " WEBER, RANOY W. & SHERRI 3 1 -09-24-326·0□3.000-007 "'["-, ' I ' SHIREMAN, TIMOTHY W. & LIND/\ K JTVVROS I 31·09-24-326·004.000-007 � 3MOUSER, TROY & ROSE 1-09-24-326-005.000-007 BYERLEY, RUSSELL J, -l1-09-24-326-006,1 j 12" STORM I 31-0914-326-00. 1.000-007 O ' I I ' I I , I � x� INSTALL 6" D.I. CLASS 350 PIPE WITH POLYETHYLENE EN CASEMENT AND TRACER WIRE REPLACE EXISTING RIP-RAP AS REQUIRED ' INSTALL 50 L.F. OF6" D.I. REST. JOINT CLASS 350 PIPE BY DIRECTIONAL BO RE WITH POLYETHYLENE ENCASEMENT AND TRACER WIRE ' I \ � si!TTLERS TRACE I LIFT STATION ' I ' i 1 1' ,· 1 " r " 0 , I • • LIPPERT JOSHlJA G. 6 ROXANNE BARNARD, JAMES & AGNES 31-09-24-376-007 .000-007 i ·-·--· ,, _ _ _ :_JJ . , r 1· �� I ' ' of 11 · J L ' , �-+--" --,, --.. �'---., , l I I ii' it. ,. -,.. - .. _J__ I I II I I I -S <9,�--s-,_____ ,a ---1d _ _ �$1<N SAN -----�, ----- s - � -=--=--=--=-� -=--=--=-� -=- - - -,a ---,a --- II I � �, - _____ ,,.. ... ----- S,, -----",--� SETTLERS TRACE 18'-.,,,§ ,_. 12' �� -;;;: " = ::--;;;;;n:;;;,_.:-=:�""--- P L a·w - - - SW ' 31! PL --- ,C ___ S --- ,C PARROTT, KIMBERLY A --- "' --- "' :-:-i 31-09-24-377-001.ooo-0-01 :- 1 1Pl. ..-"-"=----'--'=�---�----., , 0 ' POINT OF CONNECTION No. 2 (STA 5+00) 4 DRY-TAP NEW 6" TO EXISTING 3" MAIN WITH (2) _j TWO3" D.I. SLEEVES, (2) TWO 3" GATE VALVES, " 3"x3"x3" D.I. TEE AND6"x3" D.I. REDUCER AND (1) ON E 6" GATE VALVE. '"' '"' J'W J"W " "I"' "' , I " SEE DETAIL No.3.2 THIS SHEET I "' - "' __,_ S ::. T :: A ..: T :.; l ;; C,;, P ,;, R ,:.: E :: S :: S ::U :: R .:: E ::.::..:7..:0..:P _: S ::.Lc_ ________JI -p,._ I THOMAS, CHRISTINE 0 31-09-24-378-002, 000-007 PL-Pl. 1111•:a.P L �L=--------------L----="'-'---------' ALL EW MAINS TO BE DJ CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT AND TRACER WIRE, INSTALLED TO 42" MINIMUM COVER (TYPICAL) UNLESS NOTED OTHERWISE 30 SPECIAL NOTES S.N. 1 EXISTING WATER MAIN TO REMAIN IN PLACE S.N. 2 CUT, CAP AND ABANDONED EXISTING WATER MAIN ON BOTH LIVE ANO ABANDONED SECTIONS OF PIPE S.N. 3 EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN S.N. 4 INSTALL NEW GATE VALVE ASSEMBLY (SIZE PER MAIN) S.N. 5 INSTALL NEW 3 -WAY FIRE HYDRANT WITH A 6" GATE VALVE, HYDRANT SUPPLIED BY OWNER, INSTALLATION BY CONTRACTOR CONTRACTOR TO INSTALL NEW METER PITS, LIDS AND SETTERS AND RECONNECT TO EXISTING CUSTOMER SERVICE LINE VV1TH NEW HOPE, DR-9 CTS SERVICE LINE FROM NEW MAIN. CONNECT S.N. 6 SERVICE LINE TRACER WIRE TO WATER MAIN TRACER WIRE. WATER SERVICE LINES SHALL BE CONSTRUCTED AFTER THE NEW WATER MAIN HAS BEEN CONSTRUCTED, FILLED, PRESSURE TESTED SCALE: 1" - 30' AND DISINFECTED. SERVICE LINES INSTALLED BY OPEN CUT ACROSS ROADWAYS UNLESS NOTED OTHERWISE. OWNER TO SUPPLY AND INSTALL METERS TO REINSTATE WATER SERVICE. 15 0 EXISTING ELEC. BOX S.N. 7 CONTRACTOR TO REMOVE EXISTING METER PIT, LID AND SETTER AND CAP OLD SERVICE LINE. BACKFILL VOID WITH SAND, REGRADE, SEED AND STRAW. OWNER TO REMOVE EXISTING METER. 30 S.N. 8 EXISTING VALVES TO BE REMOVED 18'" BELOW GRADE, FILL VOID WITH SAND, REGRADE AND SEED OR REPAIR ROAD BED AS REQUIRED S.N. 9 EXISTING FIRE HYDRANT WITH A 6" GATE VALVE ASSEMBLY TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH SAND, REGRADE, SEED AND STRAW S.N. 10 INSTALL WATER MAIN OR SERVICE LINE BY UNCASED BORE UNDER STREET OR DRIVE, LENGTH PER NOTE 6° R O E F Q T C U H O I KR N . E N D S E T C U O T N N IO D E N E R B ( A T P S Y O E P I. N ) A TS SKYWAY DRIVE • �-THRUST BLOCKING EAXNIDS T IGNAGT EH YVDA RL VAEN T ASSEMBLY I ,, C " " ,, I / ,, I" 'I ' I , I I I , .. , INSTALL 6°x6°x6" S.S. TAPPING SLEEVE AND 6 ° TAPPING VALVE ERXE IMSATIINN G I N6 "S EMRAVI NI C ET O EXISTING CONC. WALK MEX E I T S E T R IN S G WATER ,, I REMOVE AND REPLACE EXISTING SCIODNECWRAEL TKE WOI TVHE RN E6W" T4 "I NT. D .POO. TU RNEoD. 5 3 STONE, LENGTH AS REQ'D. I M I 1 N 0 ' ' ' (M) \ ' \ P1 OO"L Y 0E .T1 .H YCLLEANSES E3N5C0A SWE AMTEENRT . M TARI NA CWE IRT H RWEI RQEU I RA NE DD FBOE RL L T RW EOS TJROAI NI NTTS HBAERYNOENSDS E S VALVE POINT OF CONNECTION DETAIL No. 3.1 DO NOT SCALE 6W"I T HD . I P. OCLLYAESTSH Y3L5E 0N E P I P E - - , ETNRACCAESREMWENIRTE AND 6"x3" D.I. REDUCER R6O " E F Q T C U H O IR K N E . N D S E T C U O T N N IO D E N E R B ( A T P S Y O E P I. N ) A TS ANCHOR COUPLING E3X" . D3.I". MS LAEI NE V E T3H"R UG SA TT E BVLAOLCVKEI N G N 66"" GMAETGEA-VLAULGVE RESTRAINT ANCHOR COUPLING ANCHOR COUPLING 3" MAIN 33 "" G0 A. 1 T. ES LVEAELVVEE 3"x3"x3" D.I. TEE POINT OF CONNECTION DETAIL No. 3.2 DO NOT SCALE ALTERNATE No. 3 - SKY WAY DRIVE AND SETTLERS TRACE EXTENSION • u C -._ 00 � • QJ '" • " C ' Ji •'P""4 ' '•" ., ,. • - q :� 0 "-, ';:1.is • N ,;;�i �- tf � ' • - "�" S0 i/ l <;» " "" �j N g • � .:! � ' .;/ ' "' " .; " • � u 0 ·a • ;; OJ) 'E C • " N U . � " � � ' N r�.� N • i -� C � � 1 QJ 6 ...... ,,�� 00 .C:,�N § g: " .. 0 z g QJ 0:...;.,j. e - " E" � !"& ' '� l "'O O ,: ' :ci � � Q. 1 .,...., '-<>.= ;,,-; z wz U) >- s I- >- z z z ww z w :; () 0 w :; w < ::i: w () a: 0 () '.'l >- w '.'l 0. (I) ;,. � 0. w a: w a: � 0::: a: w � IC w :, w 0 a. :, z (/) :c zw c f- u ::i: >w <> Z � {.I,; - < a: < z w <w II. 0 <( -' :J � < C -' a: ::i: ' §: C z � '� IC • N :'; � w 0 Z O � 0 i .z �...: en < -' ' < "' z < REVISIONS 211912025 ':� u 3 �" = u <( z <( C z � z ::, 0 () z0 (/)II II <( :c BID SET C 2025 8PML 0. wOi 2d. gwWBoeoeos tsxt eet er2Bn. 9rl 5Eon adn dig, wmi naaeye4rS7s t5. r 51e1 3e1 ct . DATE FEB. 2025 DESIGN C.W.R. DRAWN S.L.H. a.c. CHECK E.K.P. PROJECT NUMBER 2025002-03 6 6 OF 8 I FllE NUMBER I 44570 Do Not Use Plan Previews for Take Off
0 " 0 ' 0 0 .� <c I I� �8 �" N9 � ('l ON �� Q ' ;� " <:n • w � ' o- -w 'I 9o •• • � � zo <u < � >z •- i Q ��I �(,2 il�,. <• ICNOSNT �J LT HVRA UL VS ET WB L/ OP CL UK GF O& R HYDR NT AT END OF LINE CONC. THRUST BLOCK MAIN I I I ·. . I • : I N VA O L T V E E BOXES SHALL BE SCREW TYPE C2-APSIETC-IEROONRL3I-DPIECE CAST IRON WITH DAI RP EP CR OT EXD. 7B' -Y0 "EONRG IANSE E R A ( A M C N E C C G E H A P O L T RU A I GN B S G L E MC) A OYU PALLISNOGB E W JF O L I U T IN H S T H M C H E O Y C N D H N R A . A NN IC T A L I CV AA LSVTEI RBOONX � COVER _ _ � VS AC LRVEEWBTOYXP E � D.I. MECHANICAL JOINT TEE U NIF S O R E T E E R Q EUDIRUECDING TEE BT ER ABCREORU WG HI RTE T&· -!----� PBIEETCWEESEONFT W O VT EA RL VMEI NBAOTXE DA N D MAIN I TWRIRAECER VA AL ILGVNEEBRO X ( AA M C N E C C G E H A P O L T R U A I GN B S G L E MC) A OYU PALLISNOG BE MIN. 2'-0" F( SLEUES HS PHEYCDSR) A N T PS RT OE CN AE SWT ECDOGNEGD BS LE AT BWSE OE NR +ff-H-- HYDRANT AND FIRM FACE OF TRENCH [G6 RCAUVBEICL FOEREWT AOSFHWEADSHED STONE #5 NSEORTVEI:CE LINE TO BE CONNECTED ATMETER BOX 3M/ O4 "DOERL 2D"OP5RF EWS ISTUHRAE RR EE DD UU CC IENDG OVUATLLVEET PRESSURE RANGE OF 15 TO 150 P.S I AS, ___..j.j---·_qy'..J MANUFACTURED BY HONEYWELL INC. - A V NAL G V L E E DUAL CHECK _ _ __ __.-- SYEOEK ES PWEICT HI F IBCRAATCI OI NNG E Y E / / HP OI GLHY PSRT OR EP NY LGETNHE M E T E R BOX FRAME & COVER BRASS NIPPLES 2S0E"E1.0SP. HE.COIFPIC.EA. TMIOETNESR PIT 30"DEEP ANGLE BALL VALVE MS EEET ESRP ECCOI PF IPCEARTSI OE NT TSE R METER SEE SEPECIFICATIONS 3S/D4"RO-9RC2T"HS DSPEREVICE FROM MAIN DETAIL OF FLUSH HYDRANT CONNECTION CMOE PT EP RE RY OD KU EA LT PO UERXPTOE SNED OT UH TR LUE WT AC LOLNWN EI TCHT¾I O"N / P16IP"ELOBNRGACSEC, H1.128"0DRIAIGID P.V.C. � BMEELGLARLEUSGTBRYA IENBTAHAAIRRNOENS, SI N C RFIETQTI'NDGFOERAC2HJOWINAYTS BEYOND #4 REBAR BENT AS SHOWN D.I. FITTING WITH MECHANICAL JOINT -------- --- - ---- RESTRAINED TO PIPE BY USE OF A MEGALUG BY EBM IRON, INC. DETAIL OF PRESSURE REDUCING VALVE & WATER METER SWTI TA HN D0 A- 2R0 D0 PC OS PI .PTEARP MP EE DT EPRR IEDSLSEURR E T S G OU A IU D T G A E E B T. L E GE R A MF U O IN G R E E G E S R X H O A A U C L N T L D F B L EW O OA W T F E L M R O A S C T S O E E RN S I D A , I L T IONS. 5/811 x 3/4" WATER METER SHALL BE INSERTED IN PLACE OF IDLER FWOI NRGD BCAALTL. NS To .OWP S- 9O2N- 1 2B OWTI TH HE FNUDLSL APNODR T BRACING EYE. (OR EQUAL) GATE VALVE - - - REDUCER IF REQ'D SS TE AT NFDL AU RS DH WM EI TTHE RG RB OO UX NCDO SV UE R D I. TEE "' CE G S H O T W F B I V R E A E T L WTV O E E E B B N E O T X W O ND TERMINATED SV CA LRVEEWBTOYXP E TRACER WIRE r r GATE VALVE t ; D.I TEE ---..__ REDUCER IF REQ'D --------GATE VALVE TRACER WIRE I · MIN OE4DI E I · MIN. OF 40 L.F. LEAK DETECTION DEVICE 1'------fl=] ct? �� . TONE BED ·oNE B D VERTICAL B S#4 E H NO R T W E B A N A S R al ,--------1J=] [jJ 0 BELL RESTRAINT HARNESS df;i;;;;ilr----�EGALUG BY EBAA IRON, INC FRIETQTI'DNGFOERAC2HJOWINAYTS BEYOND . (.) STONE BED HORIZONTAL •SEE SPECIFICATIONS HA SI GMH APNEURFFAOCRTMUARNECDEBUY TCI LAI RT YS OMNAI RT EK E R PI NHT. E1R- 8N0A0 T- 6I O4 8N- A7 9L 1, 7C R( OM R3 E0 Q6 6U- A0 8L ) TYPICAL THRUST BLOCK DETAIL AA NT TCAHCOHRMBEANRTB CT RL AA DC ESRT EWEI LR EW SI RHEA WL LI TBHE 3N0 o M. 1I L2 PA OWLGY EUTSHEY- 2L, ERNHEWI N- 2S OU LRART HI OHNCAONPDP E R ST HU EI T AP BI PLEE TFROERN DC IHR. EACL TL BUUNRDI EA RL IGN RS OT AU LNLDE DS PL LOI CN EGSI T IUN DTI NR AA LCLEYR AWL OI RNEG SWHAATLELRBPEROCOOFNNCEOCNTNEEDCWTOI TRH. A C O P P E R H E A D SNAKEBITE EXISTING MAIN MS TUAEI LNLLEERS S# HS-T3E0 4ESL 8T A P P I N G TEE WITH SS OUTLET NGE OR FORD EQUIVALENT GMAUTEELLTEARPPFILNxGMVJ ALVE (OR EQUAL) A TU C AT EP p I Q N I RE l � E GRADE ( NCOOTNET:RACTOR SHALL BE REQUIRED TO PROVIDE PHOTOGRAPHS P OA R F L I A O T B H R E E T L F O EI D E E L A 3 D - R R T T I I NH L G E L O B R A I E N M P D A E B IR R AC ( C B K O O F N I T L T H L A P I T N R H I I N E O G R C T O T H ON E T A R RN A E D C Q A T U O F IR T R E E S R D H R A P E L H P L O A P T I R R O O ) G VRIADPEHS. ES AT CA THI OPNHIONTGO, GS IRZAEPOHFSTHI LAEL LRBEEP APIRRO, DP AE TREL YO LF ARBEEPL AE IDR WA NI TDH PTRHOEPPERROTPYEORW N E R SPIVZECA. SPIPCEUTSAFMIEELD TILE BEAARCTKHFILLLOAM MCCU L U O T E - WL IN L F E S - R 2 L 0 E # E H O V - R 8 E 4 0 (OR EQUAL) EXISTING MAIN GM AU TEEL LVEARL VF EL x M J (OR EQUAL) EXISTING MAIN CUT-IN SLEEVE FOR VALVE OR TEE TO EXISTING MAIN F(OERRNECQOUAALD) APTER FERNCO ADAPTER - -- - --,1--------'- (0:___R EQUAL) 2' MIN. =ai... ____ ..,.,.+.,f;_ -] - - - - -lll--1-.llf- °\::_ EXISTING 2' MIN. FJELD TILE #U5N3DSETROPN. EV . BCA. PCIKPFEI L L WATER LINE FIELD TILE REPAIR DETAIL --- - -D.I. OR PVC. MAIN LINE PIPE (TYP.) BELL RESTRAINT HARNESS NEW MAIN EXISTING MAIN LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS ,,__ ______wEGALUG BY EBAA IRON, INC. RF IETQT 'I DN GF O/ VRA2L JVOEI NE TASC HB EWYAOYN D DETAIL OF WET TAP TO EXISTING MAIN WTRIRAECER Q A T(T WT Y E O P A I C S C A P H L A ) CE N-E DR SOPFLCAACSEI DN G � \\ / ,S: -� 1· I -� \__WRAP AROUND RUBBER END SEAL WITH STAINLESS STEEL BE6T'W- 1E0E' NTYSPPIACCAELRS ' N V O AL T V E E . BOXES SHALL BE SCREW TYPE, T2 -RPAI ECCEER CWAI SRTE ITROO NB EWBI TRHO CU AGSHTT IIRNOT NO L I D . BOX BETWEEN TWO PIECES. CV AA LSVT EI RBOONX --..________ __ COVER � PR OE QL YUEI RT EHDY LFEONRE AELNL CDA. SI . EPMI PEEN T ·1 2' FROM ( CASING BELL END PIPE I I I ---� < --- ' NYLON CABLE TIES FOR CARRIER TRACER W!RE, MIN . 2 PER PIPE PIPE � \ ' SV CA LRVEEWBTOYXP E VA AL ILGVNEEBRO X BL IUNTETSEERAFLLXYPV (A2L5V0 EP SMIU) OE LRL E R THE HENRY PRATT EQUIVALENT P B TI R R E A O C C U E E G S R H O T W F B I V R E A E T L WTV O E E E B B N E O -T X W - O, AND TERMINATED SCREW TYPE '-« VALVE BOX �- TRACER WIRE # (2 6 R R E E Q IN 'D F . . ) RODS CONC. PAD (MIN SIZE 4'X4'X4"THICK) · .. SCEATSTFLIRUOSHN WVAITLHVE BOX COVER PSUAVREFMACEENT OR GROUND ' " '); % ';&· ITRWOON PV IAELCVEE CBAOSXT AV LAILGVNEEBRO X BC AA NS DC SA DAESWMAATNEURFWA OC RT UK SR EMDF GB Y. PH: 1-800-426-4301 C P S O T A A S L I Y C N M A L D E E R S E S WR S U A T N T E N E E R E L R W C S O A A R S S K IN S M G MA S N F P U G A F . C A P E C H R T S U 1- RW80 E I 0 T DH 4 B 2 Y6 -4301 BUTTERFLY VALVE DETAIL TYPICAL CASING SPACERS AND END SEALS DETAIL GATE VALVE IF REQ'D SA PNOC OH LO RW ICTOH UMPEL GI NAGL UOGR S STONE � ][[)� GATE VALVE IF REQ'D SA PNOC OH LO RW CI TOH UMPEL GI NAGL UOGR S D.I. TEE 0 ....-. - VALVE WITH MECHANICAL JOINT RMEESGTARLAUIGN EBDY TEOB APAI PIER OB YN ,UI NS EC . O F 1. MIN. OF 40 L.F. •I GANATCEHOVRALCVOEUIFPLRIENQG'DOR FOSTER ASDPOAPOTLEWRITOHRMEGALUGS CONCRETE THRUST BLOCK DETAIL OF BRANCH CONNECTION FOR DUCTILE, CAST IRON OR PLASTIC PIPE TYPICLA WATER DETAILS • REVISIONS 2/19/2025 BID SET C 2025 Mi,lwes(em Engineers. Inc. 802 West Brnrn;lway S1rce1 PL.oOo.gBoootx<!t2'.9!5ndiann 47553 DATE FEB. 2025 DESIGN C.W.R. DRAWN S.L.H. a.c. CHECK E.K.P. PROJECT NUMBER 2025002-03 7 7 OF 8 I Fll.E NUMBER 44569 I Do Not Use Plan Previews for Take Off
� N !! C z C ,, z .�••oo •u 0� Nq ON ., i§ i �\ ON �� Q - "" "" = "1 z•,o • - ,u E 11 "'� "o "< .. ffi () e � •N �f t;i Q <• M L MA I 4 A F A 8 T N N R I U H N O O F G . R L B H E A Y A C P N H P O D A R V L L O E E L R V I A D E S N A D H D Y A E P P L Q R A L U D O B L D EOUACCLKTUSHMAMI NSOUPDMAE SLW NI o . 4' DJ PRECAST ... CON r MANHOLE , , •, CLA-\/AL MODEL 990 2" •. 4'-0" PRESSURE REDUCING . ·,. PIPE SLEEVE WITH 2V8ALTVOE8A5DPJSU! ST RANGE P EMRI NS PPEI CP EI F ICCOAVTEI ORN S : A2 "SHADf l? PEL ISCDARB-L9EC T S - - - 1 . _ .• , . OUTLET PLIINPKE,SSELEAELVE WITH ARSE DRUECQEURI R E D • .i . CONG. SUPPORT PAD CONG FLOOR LINK-SEAL . ..··· ,: : •. ',' '. : 5". WBA LI ATL UT JEMORI I NNPOTRUSOSSOMHF AAWLS LI TT BI HCE FF LOARNDGSEEDRMI EEST 7E0R C, WO PI TPHE BR YSPEAT ST SE ,RBFAOL RL V2A" L V E : , INLET AND OUTLET, #VBB77-15B-44-77-G (GRIP FJS OEH MI AN ALT LL FEVOEBRRR I COF OYN PZT EPH EEMREP) T. AREN. RVD . F#LLCAA YFN3I NG1 GE- 7 . 7LCE( O2N NGR TET RHQAUTCI ORT EOF DI RT ) . BV AY L- PVAESWS IFTUHLPLAPDOLROTCBKAWL LI N G S 2A"SHAOPPPEL ISCDARB-L9EC T S AR SE DRUECQEURI R E D 2" DRAIN WHEN APPLICABLE 2" P.R.V. VALVE & SETTING CAST IRON VALVE BOX COVER � GATE VALVE & 'l""jJ TT RWAOC PE tRE CWEI RCEA TS OT IBREO BNRSOCURGEHWT TBYEPTEW VE AE LNV TE WB OO X PIECES OF VALVE BOX AND TERMINATED #16 GAUGE GRADE PNT OEO RTT AFMOL ORORAP ETE ENT DHI NA1G/ N4 A" 1 ROSEPQAE. NTI NI ONC GBH E. 13-3/16" HFLIGUHSHSTWRIETHNGGTRHOPUONLDYSPURROFPAYCLEENE FRAME & COVER SET " T-rr=='c__ ___ _l�=,�==l---A, NCHOR LUGS 1 112" MSWEEI TET HES RPP REC ECOSI PFSIPCUEARRTE I SORENETSDT UEF CRO I RN GT YVPAEL VA EN . D ACCESSORIES 30" FOR DOUBLE METER SETTERS 1" H.D.P.E., S.D.R-9 CTS C E HNB .YOD TF. PCR. HEA E. N PSCI ETF SOWVRI I TLSHL EERR DEV RII NCAFEI NOL RTI NCI LEEE DA ( SFRRMI BAASTNCWUOIFT) AHCCOT RU PR E D CL OOAMMP AF CI LTLEADR COLUANYD OPRI T I"NY S" ECROTU PS LT II NF FGEWN EI TRHS 1" H.D.P.E., S D.R -9 CT MAIN DOUBLE METER SETTING 13 3/16" BCWYOI TRFHOP I. RNSDST EOMRPETTMES ORT DI FBEFOLEXNF CBE 1OR0 S0I N0E - CRG I E S 5 0 TRACER WIRE--� J L ......' ( BAMENE CAGHCA OCL ERU PI GNTSGA MBC LAOEYU) AP LL SI NOG W 18 A "F S AR H R O E O S D U T N # L 5 D IN S P E T I P O E N E HC IOGVHE SRTSREETN FGLTUHS PHOWL YI TPHR GO RP OY LUENNDE SFURRAFMAEC E& S B 1 N2LO"OTMWEA: - IONFSF &V SA ML VAEL L&E AR CSCHEASLSLOBREI ESSA MF OE R 1�B ECI Z CE1 E2A"SSDS .OMl . RAPII INEPS. EBFFLOROROWMM- OAMFI NAF SI VN OAS LV. VAEELRL&1F2I "T ST HI NAGL SL 1PIPE SHALL BE MECHANICAL JOINT MEPGLAALCUEGCONC. BETWEEN PIPE AND UNDISTURBED EARTH AV AL ILGVNEEBRO X #L 5O NR GE BI TAURD 8I N" AOL. CO. N L Y z "' '° BLOW-OFF VALVE DETAIL PLAN #T4OPBA&RBSOCTOTNOTMINUOUS SECTION HEADWALL DETAIL VCC AOA LSV VTE ERI RB OO NX GRADE TCV WAA LSOVT EP I I RBE OOC NEX B TV T RRW A AO L O V C U E P E G IR B E H O C T W EX B I S R E A E O T N WTD F O E E B N E TERMINATWEEDLDED WS TAESEHLEARL ISGI ZNEM EV NA LT V E BOX SV CA LRVEEWBTOYXP E STEEL ALIGNMENT WASHER 3'- -6 " " MM A IN X . . 'l«'<'' �- 12" LESS "j TVHAALVNE "j " B OTWRXI RAI ECDE. R J.F=Jef'i,,.-aal.lJWELDEs;D=l=Fl== a ,,; <f) 0 N M '° 0 w "' ::, a w"' <f) < I i f- "' z w� "INODPIECNATLOEFRT" OR "OPEN RIGHT' DOUP CE RT IALTEI NI RGONNU T V8A" LOVRE LSEI ZSES M O D E L N O . VR-B 10"OR12" VR-D 16" ANDUP VR-F sET r:-----k_ SCRE A-1018 COLD ROLLED STEEL STEM FCIOLLMAPRACOTUENDDCPLITAY OR LOAM 20" FOR 518" & 314" METERS 24" FOR 1" METERS CBWYOI TRFHOP I. RNSDST EOMRPETTMES ORT DI FBEFOLEXNF CBE 1OR0. S0I 0NE - CRG .I E S 5 0 ANGLE BALL VALVE ¾" ( U NOL ERS2S" HO.TDH. PE.REW. SI SDER -S9PCETC.ISF .I E D ) STE11M2.005D""IA. 1.50" MAIN 0 D I RAEPCPTREODX .B7Y' - E0 "NOGRI NAESE R N2V -OAPLTI EVECE: EB CO AX SE TS ISRHOANL LW BI TEHSCCARSETWI RTOY NP EL , I D . BT RO AX CBEERT WW EI REEN TTOWBOE PBI ERCOEUSG. H T I N T O CCV AOA LSV VTE ERI RB OO NX SV CA LRVEEWBTOYXP E BTB REE TABWCR EEOREUNWG THI RWT E O PIECES OF "" VALVE BOX AND J TERMINATED � -1-�--lDIRAEPCPTXE. 7D'-B0"Y OERNGAISNEER EBYREACING PLS OIEPNTETGEB SRR CASHCU. EP8, P0½OR" RIDGTI AI D1. 6P V C . METER & BOX SETTING (FSI RE EE HS YP DE CR SA )N T 3SA / PT8 O" E STA TCWEHEE ELL DNP DI N N FAO RSR EMADPAEPNRRUI COF K. V B , EMYD AGEREQYNULEAACNL OD P1 R- 8O0 D0 - U3 C5 4T - S6 4 5 4 I TRACER WIRE � l M EGGAATLEUVGASL V E , ' j l AV LAILGVNEEBRO X 2'-0"MIN. VALVE �7-==f::-DU- C r TILE IRON SOCKET ' a <f) N a <f) � MAIN .I. TEE ANCHORING COUPLING P6"IPDE.I. HS P O T R Y F O D E T N C R R E A A E S N N W T T C E C A H D O N G DNE GDF . I RBS MEL AT FBWASEC OEE NR H L WAI O N N IT P C E H E H S N O P A O R I S T T L M WC U A H I G T N E H S U S FRFAEOCI NRT FUSORECREEDVDI BCRYE I B S F( FRRAANTCCEOS) VCI LOLREPD. R A I N T I L E ANGLE DUAL CHECK VALVE P M S A R E NE E E D T S E S A SR P C U E CC R C O E E I P S F R I P S C E O E A D R R T U I I S E O C E S N I T N TFGEO VRRAWTL YVI TPEHE. PMWUEA RTL PEL ORWSYI ETOHOK E3U / T4WL" I ECL TLO CPE POX ETN REN NEDDCU TTA I HLO RN U 2'' OF HMA SURFACE TYPE B 4" OF HMA BASE TYPE B TRENCH IN ACCORDANCE WITH OSHA REGULATIONS MIN 3'-0" 2'-0" UR SOEL L6E" DO FE ANCOH 52 3" A G G . AS DETAILED ON PLANS 2'-0" 3'-0" FINISHED CROSS SECTION ACCESS ROAD HNT M O O O E RT A {i E S I < Z O U OFRNETTRDAALACTDKIRSSI TGAHNTCAENSGALRE ES BEYOND RN/ LINE BEYOND R/W LINE 2' BEYOND TOE �RR RNI OF SLOPE I (25' MIN I SEAL GTYAPTIECAVLALVE R CJ T O OE AI S R N B T R T E R I EDARI. NI . PEI DP E D3(I ' T2B5CE' HMY LOI NI NN) ED RRRNI SEAL PSS IPTPEEEEC PLI FECI RCA AS TI NI OGN S RAILROAD CROSSING SECTION PIDNI EPCPERT EJHOA ESI NXETCTDEREEEDFNLSCE RHC ETDAI OES PNOTNHUASABESL EFNI CTE TOC I ENN SSGSTSARARUNYCDTT I COO ONPNRDGEE. VPAETNNHCTSH. EOXRC BE LE OD CI NKGS RI FE CT RO EMNMCEHN D E D GRADE MIN. 4'-0" CRUSHED STONE N12 .O TSPEEL .AE SPTLI CA NS HS HA EL LE TB SE FEON RC ASSI ZEED AWNI DT HT Y8 P" ES AONFD P. I P E 3 , RI FERQOUCI RKEIDS UE NNCDOE RU NATLEL RTEYDP,EMSI NO.F6P" ISPAEND B E D D I N G CREEK CROSSING SECTION OPEN CUT PAVEMENT OPEN CUT 12'-0" STATE HIGHWAY I MIN 12'-0" STATE HIGHWAY TGYAPTIEC AVLA L V E \_MAIN MIN. 2'-0" COUNTY ROAD I MIN 2'-0" COUNTY ROAD ' z . <D z z "' "' N "-_ STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED �GRADE ' �MJOAIINNTSPHIPAELL(0BE D.I. RESTRAINED RF IOE TDH) EWRI TTHYI NP E O F PCB IEAPYSEOI NANGSD &SOPSNEHCEA IAL CL HE XE TN EDN D 3 ' ROADWAY BORING SECTION MATCH EXISTING PAVEMENT SURFACE CONTRACTOR TO SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT ---+-EX BASE BACKFILL WITH IN.D.O.T. No.8 CRUSHED STONE BED WITH IN.DOT No.8 CRUSHED STONE BACKFILL TO HAUNCH LINE VALVE STEM EXTENSION (MEGALUGS MAY ALSO BY ACCEPTABLE) G6 RC AU VBEI CL FOERE TW OA SF HWE ADSSHTEODN E # 5 HYDRANT SETTING DETAIL TOWN STREET AND PRIVATE DRIVE CROSSING DETAIL TYPICLA WATER DETAILS • REVISIONS 2/19/2025 BID SET Cl 2025 Midwe.11�m Engin�ers. Int.. 802 Wcsl Broadw:iy Stred P.O. Box 295 Loogootee. lndiana47553 DATE FEB. 2025 DESIGN C.W.R. DRAWN S.L.H. Q.C. CHECK EK P. PROJECT NUMBER 2025002-03 8 8 OF 8 I FIL£ NUMBER I 44568 Do Not Use Plan Previews for Take Off
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