Midwestern Engineers, Inc. Plan Preview

/ 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

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