5 ! Q : �:, y� � � ';l\ -... "-I' .. � � Q l! 0 - z ,; N z ,,� c[ •� w� - ' �� 0� � 11 ON ON !!!;::I �� -w So �· z"<o " u fl)� "o' "< ;:;� ON -= £ �II 560 550 5<0 530 A EXISTING STONE ---- -=------� 3+10 I I : ' 11' I ' UON T O N I T L T E I H T : I E E C SO B O NW R T IT R E H . A T C H H T Y E O D R D R E O S P H E T A X H L C L O A V F V E A TR H TI I E F O Y B N O D P E R R P E IO T S H R H A T A NO L D L B B L E E OG C A IN A D N T J I I U N O S G N T C E O O D F N A E S S X T I SRTUI NC TGI O N MU N T E A I C T L E E IT R S IE I S A S A L R H IY N Y D T A R O C O C M O E A R X IN DC T A A A N V IN A C T E M I OWIN N I I T S M H U S I MH N A . S D L E L OP B , A T E R . B S A A P T C E IO C K N I F F I DI L C I L S A E T T D A I O NW N C IT S E H TGOROATNHUELRA R I 66' ' 40' 15' I I : '. I <' '� �· ,: I er I I ii! ii! I O' - ' � S.R. 32 / MAIN STREET )!, ' EXISTING ., •O ., I '� �· ·sTOTIE 1/ I 8, 81 /I ·- � - I "' I = - = .....=-- ·=,;;..&;-- -=-·=•= -- .::;_._________�---- - - - ---r-- - - -==-r- - __,,,_--=---- ,_�-------- � ---= .... - I ,.__ INV. 532.92' INV. 533.27' -1 '--CASING INV. 532.72' CASING INV. 533.07' INSTALL APPROX. 70 L.FT. OF 18" DIPS SDR-11 HOPE CASING PIPE BY DIRECTIONAL BCOARSEI NWG I TSHP A7 C0 EL R. FST .OONF 86" " SPPVACC, ECS- 9, C0 0A SC IENRGT EA N- LDO KS ERA. JL. SDARN- 1D8 TCRAARCREI ER RWPI RI PEE. , 560 550 �ex STING CONC WALK r-EXISTING GRADE 540 530 4+00 4+20 PROF LI E OF NEW 6" WATER MAI N CROSSNI G ON S.R. 32 / MAI N STREET MANDATORY ALTERNATE "A" BID POINT OF CONNECTION DETAIL No. 12 DRY TAP NEW 8" TO EXISTING 8" MAIN WITH TWO (2) 8"x8"x6" 0.1. TEE, TWO (2) 6" GATE VALVES, AND ONE (1) 8" GATE VALVE BY-PASS VALVE NORMALLY CLOSED, SEE DETAIL THIS SHEET, STATIC PRESSURE 50 P S I. ' ---------- ' ---------- ' ---------- 8( N" OGRAMT EA LVLAYL VCEL O S E D ) SCALE: 1" = 10' E.o_p ICNOSNT AN LELC VT IEORNT TI COA LE XF IIST TT II NN GG S8 "AWS ANTEECRE SMSAAI NR YA NT DO F M M O A A R I I NN A S T D A N I D N O T 6 I OA 0" ND M A D L ! I T N V I I OM E N R U A T M L I C C P A OA L V Y F E M I R T E T N O IN T N G S A S H L A AL L S N L E R B W E E Q WM 'D A A . D TE E R •w REEXMIASITNINI NG SMEARINV�ICE ' ---------- ' ' ---------- ' ,w T E B LE M V -1 . 537-.01 --- �...,. ---- - ----- ----- � - • ------- - .. -----) . ~ ------- .. � ..,.,,,_½-,,._'-: �J-�1 UJ c:: 0 UJ z f-Cl) ET OX I SRTEI MN GA I NW AI NT ESRE RMVEI CT EE R .. � � R.v; -,--__ ................. I "" I ; I I I I I 6" 01. CLASS 350 WATER MAIi\ -:--- PWOI TL HY ETTRHAYCLEERN EW IERNECAA NS O 6C"OSNWT IRN G SEl:SP I I L._ - EASEMENT-;,- N ' ---------- 10•-o· - -- --r 6" GATE VALVE ... __-L ' ---------- ' - -- --r EXISTING MAIN TO b--</1;:A� /:1.__ ----- r----- REMAIN IN SERVICE ~ ----------- ---------- ' cw ----------' 6" GATE VALVE ---------- , ---------- '" ---------- ' -------- ---------- , "' ..________, f/13 -------- ��✓EXISTING f jg I j ------ "-"' ABANDONED li II r------..__ , - MAIN '- I ......___ I I I I ---...______ .._ I ---...______ .._ -, I \ Fl-\,\-�"'·� I EXISTING WATER METER� / TO REMAIN IN SERVICE "'' I ·, 6" OJ ". ',LASS 350 WATER MAIN PWOI TL HY ETTfH½YCL .E�RN EW EI RNEC AA NS OE M E N T \ S FA L E D O E D W I D T EI C O T O N A N A IL T L S R I N O T F H L O I V SR A S M L H� A E T E I V P l I \ T � ' , O R -- I ----.J \ 0FLOW CONTROL VALVE PIT - SITE PLAN SCALE: 1" = 5' N8 "OGRAMTAEL VL YA LCVLEO-S E�D PCOOUN RC ERDE TOERTPHRREU- SC TA SBTL O C K M8 "E0G. 1A. SL LUEGE RV EE SwT/ RS EA RI NI ET S 1 1 0 0 HA AP LP LRLOI DVAEYD PERQOUDAUL CSTESR OI ERS •-:♦ :♦�� • • > • L1D ALUMINUM LADDER +. L + + + + + + + + +. WITH SAFETY EXTENSION : < <,: < < < < '_i· ---HALLLIDAY PRODUCTS OR .•.'. •.•.-•. • • APPROVED EQUAL SERIES • : • • • • • W2S7248 ALUMINUM ACCESS •.•.·.·.•.·.•.• DOOR ........ + • • • • • + + + + + + + + + ....... ,++ + + • + + + + + • + • + · • • • • • • + • ....... . . . 5"-4"" TOP VIEW 1 PRE-CAST CONC. VAULT 8M"EDG. IA SL LUEGE RV EE SwT/ SR EA RI NI ET S 1 1 0 0 PC OO UN RC ERDE TOERTPHRREU- CS TA SBTL O C K M8 "E0G. 1A. SLLUEGERVEESwT/ SREARI NI ETS 1 1 0 0 FB OE LRL TRWEOS TJ ROAI NI NTTS HOAURTNFERSOSME SE RA CE HQ ' D . POINT OF CONNECTION (TYP.) 10·-o·· BF OE LRL TRWEOS TJROAI NI NT TS HOAURTNFERSOSME SE RA CE QH ' D . POINT OF CONNECTION (TYP.) 0 O I J RE XE IMS AT II NN GI N8 "S ME RA VI NI CTEO. EXISTING 8" MAIN TO ';,-----����ttt:=�-REMAIN IN SERVICE. � EXISTING 8" MAIN TO 8"x8"x6" D.I. TEE 6" ANCHOR COUPLING 6" GATE VALVE M6 "EDG. IA. SL LUEGERV EE SwT/ RS EA RI NI ET S 1 1 0 0 8C " OAUNPCL HI NOGR REMAIN IN SERVICE . j 8"x8"x6" D.I. TEE -, � 6" ANCHOR COUPLING 6R' E TQHUKI R SE TDOUNNEDBEARS PE OAI SN T_ _ OJF 6" GATE VALVE CONNECTION (TYP.) 6" D.I. SLEEVE w/SERIES 1100 6'" D.I 90° FITTING t • LBUI DM IPT ES MU MS --· --- °'""'lc----t--0--t-c r-"-"o-"-°',;:Lc',., • .. 0 I I c-- <D - . . . ...... MEGA LUG RESTRAINT ICNOSNT AN LELC VT IEORNT ITCOA EL XFIIST TT II NN GG S8 "AWS ANTEECRE SMSAAI NR YA NTDO MM AA II NN TS A. NI NO6 A0 "D MD II NT IIOMNUAML CPOA VY EMRE NOTN SAHLAL LNL EBWE WM AA TDEER HF OA LRL AI DDADYT IPORNOADL UVCETRST OI CRA LA PF PI TRTOI NVGE SD A S R E Q ' D . EWQI TUHA LS ASFEERTI EYSELX1T0E NA SL UI OMNI N U M L A D D E R GROUT FLOORS PRIOR TO MOUNTING. _,____ POURED CONC. SLAB Lu-H--PRE-CAST coNc. VAULT, O6"NDE.I(.19)0OR TWO (2) PIECE ° FITTING 6" MEGA-LUG RESTRAINT PCOOUNRCERDE TOERTPHRREU- SC TA SBTL O C K PG SA XS KDEI RT E( TC YT PD. RA ILVLE PENETRATIONS) 8" 4'-o" 5'-4" 8" PC EONNENTERCTTI OI ONNS SFHOARL LI NBLEE TC/ OO RU ET LDERT I L L E D IN THE FIELD DURING CONSTRUCTION 1A8L" UDMEI NE PU Mx 2B4A" RD IGA R. CA OT INNCG FPLI TU SWHI T H 6C"OSNWT IRNOGL CVHAEL CV KE F L O W UBNI DI T I TP ERMI CSE LBUI DM IPT ES MU MS UBNI DI T I TP ERMI CSE FWLIOTHORFLTOOODRR, AGIRNOUT SLOPE PLAN VIEW MWUAST TE RB ES TSOE PA L( TEYDPW. AI TLHL 1J 2O"I NWTI SD )ETMHAESSTEI CA M ( C W 3 O ) R A N A E C P R R P OE R T S I E O O R L S H C T A A O L N A L S P B O P E L F C Y A I L N D E G H A E N M S E A I D V S E T A I N A C D P PTLHI ERDE E TO WHERE MASTIC WRAP WILL BE LOCATED HE QA LULAI DL ASYE RP IREOS DWU2CST7S2 4O8RAAL PUPMRI NOUVME D o ACCESS DOOR T/SLAB r.o �EE� L1 Eiiv". 5�3lE6l<.5SC OC' -1-=t===:::iiC:...[·:,l:l====='=:i:J;'J_____________ �./3x1STING GRADE ELEV. 536.0' (. PRE-CAST CONC. VAULT, i-'- � ONE (1) OR TWO (2) PIECE z ::, <D I 0 ,; 6" SWING CHECK FLOW :·. CONTROL VALVE, SEE SPECS. � 66"" MMEEGGAA-FLLUAGNRGEESRTERSATINRTAINT FLANGE ADAPTER 6" D.I. 90° FITTING @_F_L_O _W_C_O_N_T_R_O_ L_V_A_L _V_E _P_ I T ��- c,-�E-�-:-!L_,._0., GENERAL NOTES: 1. 2. OA AL L FL L T I FN N L E T A ME N R E G I C O E R S S E O P R L IP I T E I S N S G T 6 O 6 A NH B D E I-B V SU A T IL A L D V IN E EL S P E O S TO S X O S B L E TI E N C E E O L , . A O T U R E S D EE Q W A U N !T A T H L I , - S T INW E I A O Z C E ( C 2 L )O U F R B IE D R L A IC D N A CC N EO T AW T I S TH STHTAEINMLAENSUSFSATCETEULRBEORL'STRS.ECOMMENDATIONS. DO NOT PAINT OVER THE 3 . MA LELGMA -. LJ .UDGUJCOTIINL TE RI REOSNT RFAI TI NT ITNSGASNODUCTOS INDCERMEET TEETRH PRIUT SSTHBALLOL CBKESI NOSNT EA LL BL EODWWS IAT NHD T E E S . 4 ICNO/ ONUT TR AOCF TTOHRE SMHEATLELRH PAI VT E. NUON IFFI OT TRI MN GSSL OS PHEA LOL NB IEN FU LSUEEDNI TM/ EMFEFDLI UA ET EN LTYMPARl NI OCRO/ AMF ITNEGR THE METER PIT TO ADJUST INFLUENT PIPE DEPTH. 5. CONTRACTOR SHALL CONTACT MICHAEL BOWMAN AT (765) 793-3771 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION AT THE SITE. ANCHOR LUG 13 3/16" REMOTE SENSOR INSTALLED IN LIOWITH DRILLED OPENING REMOVE EXISTING METER PIT COVER AND LIO ANOINSTALL NEW HIGH STRENGTH __ 1 2 _ POLYPROPYLENE FRAME ANOCOVER, SET FLUSH WITH GROUND SURFACE. ADJUST •_L'•'_--,,.,..-.£,21.�p�!,,,-,.,,�� HEIGHT AS NEEDED REMOVE EXISTING WATER METER AND REPLACE WITH NEW CELLULAR READ WATER METER, SEE SPECS EXISTING WATER METER -.C..--',1--', PIT, ANOMETERS SETTER TO REMAIN IN PLACE METER & BOX SETTING DETAIL - M.N. 1 ANCHOR LUG EXISTING WATER METER PIT TO REMAIN IN PLACE REMOTE SENSOR INSTALLED IN LID WITH DRILLED OPENING REMOVE EXISTING METER PIT COVER ANOLID AND INSTALL NEW HIGH STRENGTH POLYPROPYLENE FRAME AND COVER, SET FLUSH WITH GROUND SURFACE, ADJUST HEIGHT AS NEEDED --!�/-REMOVE EXISTING WATER METER "" ANOSETTER ANOREPLACE WITH NEW CELLULAR READ WATER METER ANONEW OFFSET METER RESETTER WITH ANGLE CHECK VALVE. SEE SPECS METER & BOX SETTING DETAIL - M.N. 2 ANCHOR LUG EXISTING WATER METER -.C..--',!f--', PIT, ANOMETERS SETTER TO REMAIN IN PLACE 13 3116" REMOTE SENSOR INSTALLED IN LIOWITH DRILLED OPENING REMOVE EXISTING WATER METER AND REPLACE WITH NEW CELLULAR READ WATER METER, SEE SPECS. METER & BOX SETTING DETAIL - M.N. 3 ANCHOR LUG EXISTING WATER METER PIT TO REMAIN IN PLACE 13 3116" REMOTE SENSOR INSTALLED IN LID WITH DRILLED OPENING --Jf:--7-REMOVE EXISTING WATER METER /':<'>�,.. AND SETTER AND REPLACE WITH NEW CELLULAR REAOWATER METER AND NEW OFFSET METER RESETTER WITH ANGLE CHECK VALVE, SEE SPECS. METER & BOX SETTING DETAIL - M.N. 4 Qf--ME_ T_ ER_ R_ E_ N_ _ O_V_ AT_ _ I O_ ND_ E_ T_ A_ LI S_ _ _ _ e NOT TO SCALE FLOW CONTROL VALVE PIT, S.R. 32 PROFILE AND METER RENOVATON DETAILS • - REVISIONS BID SET C 2025 Midwestern Engineers . Inc. P80.O2.WBoes�t 2B9r5o:tdw:,y Street Lougoutec. lndi:u1;1 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. a.c. CHECK E.K.P PROJECT NUMBER 2022043-04 1 2 12 OF 14 I Fll.£ NUMBER I 44629 Do Not Use Plan Previews for Take Off
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