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