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F W O I I I I I I I I II :;\ I I ' I I I\ \ I ;I '-1_,-✓ ITNRSATCAEL RL 1W2I"RPEVBCYCO- 9P0E0NDCRU- 1T8 PWLAATCEERM ME NATI N W I T H . . . . . . _ � / RS EE GE RSAHDEEE TDSI T8CAHNFDR 9O FMOSRT AD E2T4A+I5L 5S T O S T A . 2 8 + 0 0 S.N. 4 I I I I I I I I I � I , , I I / / I / I I / .I I I I I I I I I 0 0+ /, I f I I I I I I I I I I I I .... I I I I I / / \ I I ) / \. \ I I \ '- I I \ I I I I I / / ./ I \ .... j / "" / ( - ' ·---,-- w ( ' s.N. 3 1 1• -&s ◄ 1il:ooo ] ) ( S.N. 6(CONTRACTOR TO l\ / COORDINATE WITH PROPERTY Q!V ,/ ..____) X CONSTRUCTION ANO SHALL TEMPORARILY HOLD AS NECESSARY OCS . OWN O. N R6E DR( CI NOP ARN TI TOERRAWTCI TOT HOI NRP SRTTOOAPL EL R) T Y \ '1\ co��;:;;OR��� T�p ::::��X. UTILITY;OLE DURING 03 j,.1,._ I� 1 _._l._·_- ·_...!:(TY::P::IF;;;.':::IT: H:IN:5:.:FE: E:T:0:F;;::;PO::LE::0:RIG:U.;Y.;Wi,;;:1R:E : S,F,'�������";'a';":;,��c','�"';'�#��ss; 1:..11'--'.,,. ·~ 1' APPROXIMATE STA 18+20 THRU STA. 34+00. CONTRACTOR SHALL CLEAR ENTIRE WIDTH OF THE PERMANENT EASEMENT. I ALL MAINS AS SHOWN ON THIS SHEET TO BE 12" PVC C-900 DR-18 CLASS PIPE WITH TRACER WIRE AT A MINIMUM DEPTH OF 42" UNLESS OTHERWISE NOTED. RA EL LMOOWV EE DA L TL HBER UU SS HE / OD EF BARCI SH AI PCPCEURMWUILLAL TBEED AFLRL OO MW ET HD EI FCPLEERAMR II TN TGE DN OB Y" WT IHNED RO OWWN EI NRGA" NODF PB RR OU SP HE R/ DTEYB OR WI S NWE IRL L B E 12" D.I. SLEEVE E H X Y I D S R T A IN N G T F A I S R S E E-MB --LY --.d C1 2O" UAPNLCI NHGO R 1D2.L" xT1 2E"Ex 6 " PT HO RU UR SE DT BCLOONCCKR E T E 1 2 "1 2A"NGCAHTOERVCAOL VUEP L I N G ______----;! = y -; EXISTING 12" PVC C-900 DR-14 1 1 MAIN TO REMAIN IN SERVICE rr....--------�-" '.i.J.-- BELL RESTRAINT (TO TOWN OF SANTA CLAUS) 1 HARNESSES REQ'D FOR 12" 0.1 SLEEVE MSEERGIAELSU1G10R0ESTRAINT PT OWION TJ OOIFN TCSO ON NUET CFTRI OO NM 12" ANCHOR COUPLING 12" 0.1. SLEEVE U6 "NTDHEI CR KP OS TI NOTNOE FB CA OS EN NA ESCRTEI OQN' D( � - ' 1V2A" LGVAET E HB P T O E WA L R I ON L N T J R E OO E S I F S NS T E T C R S S O A RO N IN E NU T Q E T 'CO�FTRFI OOONMR l"im- 1 I 1 1 y '' '' EXISTING 12" PVC C-900 OR-14�"- 1 - -� MAIN TO REMAIN IN SERVICE POTENTIAL EXISTING� BELL RESTRAINT VERTICAL FITTING HT AWRONJEOSI SNET SS ROEUQT ' DF RFOOMR ID POINT OF CONNECTION ______-f 1 1 -------- C ' PE XI PI SE TTI NO GR EA MS BA EI NS TI NO SS ECREVMI CE EN T G6"R0IP.1 CSOLUEEPVLIENGOR HYMAX C6 "ODU. IP. LPI NI PGE AOSR RAENQC' DH O R T6"ExE6"x6" D.I. TP HO RU UR SE DT BCLOONCCKR E T E .. ' <\l- - -ij>.-_ __ BELL RESTRAINT 7\ HARNESSES REQ'O FOR 1 I TWO JOINTS OUT FROM ;;,,#j,jlJ>"-'� � POINT OF CONNECTION <l+----i,1> - �EXISTING 12" PVC ,:;c�'7.,,-FOSTER ADAPTER, SHORT STICK OF PIPE WITH MEGALUGS, OR ANCHOR •.:?,-i.'-...C C IOSUT PA LNI CN EG BAESTRWEEQE' ON BMAASI NE SD O N C6A " NOHCUAHPNOL GI RNI NG G BHEALRLNREESSSTERSARINETQ'D FOR \ PTOWION TJ OOIFN TCSOON NU ET CFTRIOOMN PE IXPI ES TTI ON GR EA MS BA EI NS TI NO SS ECREVMI CE EN T H6 "YDM. IA XS LGEREI VP EC OORU P L I N G U6"NTDHEIRC KPSOTI NOTNOEFBCAOS EN NAESCRTEI OQN' D ( T Y P . ) N RC E- 9M0 0A IONRI N- 1 4S EMRAVI NI CTEO POINT OF CONNECTION DETAIL No. 1 00 NOT SCALE POINT OF CONNECTION NOTES: PT OH RU UR ES DT BCLOONCCKR E T E 12" GATE VALVE 12" D.I SLEEVE REC XE- 9I MS0 0AT I I DNN RGI N- 11 4S2 " EMPRAVVI NCI C-TE O� (MF ARSOTME RN EMWE TPEL RR WP I ST D) )(-?' .... ( l---'---''--�-.c�..L 12" ANCHOR COUPLING -',+.-- BELL RESTRAINT PHT OWA RI ONNTJEOOS I FSN ETC SSO RON ENU QET ' CDF TRFI OOO NMR CT_) . ' " .. , SEEDING WILL BE REQUIRED IN WOODED AREAS PT OH RU UR SE DT BCLOONCCKR E T E 12"x12"x6" D.l. TEE BHT WEA LROLN JREOES I SSN TET RSS AROI NEU TQT ' DF RF OO MR POINT OF CONNECTION 6" GATE VALVE F6 I" RTEH HR YE DE -RWAANYT (1T2O" PMVACRCIA- 9H0H0 IOL LR)- 1 8 MAIN PT OH RU UR SE TD BCLOONCCKR E T E SPECIAL NOTES SSN. N.21 IENXSI TS AT ILNLGN WE WA TGEARTME AVI AN LTVOE R( SEI MZ EA)I N I N P L A C E SN.3 INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE SN.4 E C P E U X XA T I I P S S P I T T N E I I N N T D GO G , A WSWNEAADRTT V R EE I E R R C T E A MI R N A A E D I N N D D M S I E N E H X TO P I E S L W R A T N I C P N IE A T G S F T M R C O E O R T B M O E E S R N R S S E E H W A M A R A CT E I O C N C H N I O N E N N D E P N C L T E T A O C I C O B T E N E E . D E P R OX E T I ! O T S NI T T R T I E H N T D G E O I N C E N E U X P W I S S L T T A W O I C N A M E G T E A E R W F R A T S M T E E E R R A R I V N N I M E C W E AI L N W I . N A N E T E E T W R O 1 M B " E A H I C O N U P IS T E , SN. 5 ICSNDUSRST T-A9OL CLMATETSR-I OSSI NZE ERB VYS IECCROEVNLI CTI NREEAL. CI ONTWEO NTR OE RB SE HI AN LS LT AP LRLOE VD I DF ER OC MO RNPE. WS TWOAPT, ES RE RMVAI ICNE ALNI NDEC, OA NN DN ET CATPEPDI NTGO SEAXDI DS TL EI N, GF O R INSTALL NEW 1" HOPE SDR-9 CTS-SIZE SERVICE LINE AND %"x¾" SERVICE METER AND RECONNECT TO SN 6 ET AX IPSPTI INNGG SCAUDSDTLOEM, EC RO PS PE ERRV ISCEET LTI ENRE , ( MI FEATPE PRL PI CI TA, BML EE T) EORWLNI DE, RA NS HD AML EL TPERRO FVOI DRE I NC SOTRAPL. LSATTOI OP N, SBEYR CV OI CNET LRI AN CE T, O R SN 7 RBOEMRROOVEWEBXAICSTKIFNIGLLGATE VALVE AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B S.N 8 REMOVE EXISTING FIRE HYDRANT OR FLUSH HYDRANT ASSEMBLY AND APPURTENANCES TO 18" BELOW GRADE AND F!LL VOID WITH GRADE B BORROW BACKFILL SN.9 REMOVE EXISTING METER AND APPURTENANCES TO 18'' BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL S N 10 CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SIDE OF MAIN EROSION CONTROL NOTES E.C. 1 EROSION CONTROL BLANKET EE..CC.. 32 TSEILMTPFOERNACREY CONSTRUCTION INGRESS/EGRESS PAD E.C. 4 INLET PROTECTION STRAW BALE E EE . . . C C C . . . 7 5 6 P P T O E O M R R P T TA A O B B R L L A E E R C T Y O O C I N L O S E N T T C R RUECTTEI OWNADS UH MO PUST TBEARS I N G1 ELSNOHECARALALTLI BONENODTSEEHT: OEWR MN I ON NE DP LB AY NCSOFNOTRR AR CE TF OE RR E. LNOCCE AOT NI OLNY . SFHI NA AL LL BL OE C A T I O N SA HP PA RL LO BV EE DT HBEY COOWNNTERRA CO TROERN' SG RI NEESEPROPNRSI IOB RI L ITTOY CT OO NNSETGROUTCI AT TI OENW. 1I TT H 1 . APV LRELOR TTP EI OCESASEL ADFNI WTD TA9I TN0 EGDRSE MGA ASR I ENN ESE . CF VI ETESTRSI NTA GI RC SYA . LT NOE OL BEAEVDIANDTSI I TOTI OAN LNTLAOELDBP ELA EYGVMAEEI LNNEWTDI ST WHH AI TELHXL I SAB TDEI DNMI GTAI ODA NEN DAF LO R THE USE OF ADDITIONAL VERTICAL FITTINGS AS NECESSARY. POINT OF CONNECTION DETAIL No. 2 PP RR OO PP EE RR TT YY O{ RWE NQ EURI RSE ADSFNOERCEE. SCS. AI TREYM FSONRo .T3H, EN Uo .S5E, NOoF. P6 RAINVDA TNEo . 7 ) . 23 . . FAMOLE LSC TCHEOARNN I CAC DRA AEL PTJ TEOETI RNHSTR MAU PSA PTY UBBRLETO EUCNSKEASDN SCI HNE ASPL LWL A BHC EEE RCOEAF SA ATL N-L I OCN WH- POEL RDA CCB EOY AUTNPHDLEI NSOGHWAS NL TLEORB CE OONF N TE HC ET T O 5 4 . DC V A A L - OL IM B L LN I EO0 MN N . E A P 1 S . C I O I N F O T L I S T I N Y O T S S E N I H N T I S N A HG L D F Y S LR IL , C E VO H A N A AMTE L V E C V E D E O E N T I S MN R C , I A A N P T C S HG IP E E E E I RM N S AE T W P N N O E I D T R C C . E A I O F P TI N C P O T A U A E T R C A I T O T C E N H WN S AI P . T N P O H C R I N T E O T H S T E O E S F CC H O T C A N L O M L C N E B R N C E E E H T C C A E T O N . I I V O C E N A R . L E JDO IWN TI T H 76 . CVA LEOLRN CI TF ORY ANSCNI TZE EOC RTA I NSODHN ASML ATL OT BE EER XI RAI SEL TQTI UNY I GPR EEMDPA RI TNI OOS RPS OTH TOA HLOOL RLBDEEE AMRL I ALN DGE EXMIOSANTTI AEN RGMI AOWLNASDT. AE YR OM RA I AN ST UT EO S D A Y . DO NOT SCALE 2 . OI SDTWEOMNREMPRRWHI OAARTSE TAROP GPCELONI EMEDMR FEA ONL RCP EEOMRR ME CNI TUT. ROORFWE CNN OET RLN YSSTHHROAULL CDL TSSI OUT HBN ME. CI CTOOTNNHTSERT ANRCOUTi COT TORI O N SST HHH EOA LWSL TNBOEOR NRM ETWSH APE OT PENLRSA I NPB OLSELHL FEUOET RTI OSANOL LPR RI NAESSVTREANEL QTL I UAO TI NRI OEPNDL AABNNY DET LHMEEOM SNE PI NTETONSRC I AENSRG O F ECNOVUINRTOYNSMOEINLTAANLDMWANATAEGREMOERNTTH. E INDIANA DEPARTMENT OF 00 f"' +"" < " ( UUI (/JJ ) f- z Cl) UJ 00 Z · - ...J fz 0I f < - ( O0UJ z :a; -...J WATER MAIN PLAN SHEET • ,.... REVISIONS 8/1/25 � -; ' V ,J ·a -�gN -" R, � o r � o , BID SET C> 202., Midwestern Engineers. Inc. 802 We,;1 Bro�dw;iy Strec1 P.O. Ilox 2'J5 Loogook'C. lndi,ma 47553 DAT£ AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. a.c. CHECK E.K.P. PROJECT NUMBER 2024080-00 4 4 OF I FlLE NUMBER . 45150 13 I Do Not Use Plan Previews for Take Off
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