Midwestern Engineers, Inc. Plan Preview

z ,, w z 0 �w � � " "' � w 00� o'.S Q - �� � � go � �� c - -c O,j •o' = *� 0 .. " t ow -� oc ' �� ... 0 .o ; w , w� �" ELEV. 556.0' 42'-0" _.,.,.....-EX. 24"x24"X24" 0.1. TEE / INFLLJENT PIPE ElfV. 554.0' 1'-8" • NEW 14" D.I. INFLUENT BYPASS LINE , I· •• I , . ' • ii' . . EL£\/. 5UO' c.,.�,.c,��-�- --------------�-�.----=--- �. �------- -----., . ". ------ , - , ---�-- . --------J• . '-r '�""=·� s •�'� so e.,' �--• --•-·_"'___ •�-• �• -�•�-----•L·-------�--'--• -• _ _._• --�•- -·�- �· ��· •�--��-- · ·- • ----�'-'-'_ . ·---"'- • � · _ · -• �· - -'-._ • PIPING SCHEDULE "HALLIDAY PRODUCTS" SERIES W1C3648 ALUMINUM ACCESS HATCH LINK-SEAL WALL SLEEVE AND WALL PENETRATION SEAL (EPOM RUBBERWITH STAINLESS STEEL HARDWARE) RESTRAINED FLANGE COUPLING ADAPT R "CRISPIN" SWC SERIES SWING CHECK VALVE w/ BACKFLOWOEVICE OR APPROVED EQUAL 'VALMATIC" MODEL 5706FN M.J. CAM-CENTRIC PLUG VALVEwl GROUND LEVEL POSITION INDICATOR wl EXTENSION STEM KIT (AS REQUIRED). w/VALVE BOX t. LID OR APPROVED EOUAL "DeZURIK" MODEL PEF 100% PORT ECCENTRIC PLUG VALVE WI LEVER OPERATED ADJUSTABLE MEMORY STOP "VALMATIC" MODEL 5706FN M.J. CAM-CENTRIC PLUG VALVEwl GROUND LEVEL POSITION INDICATORw/ EXTENSION STEM KIT [AS REQUIRED), wl VALVE BOX t. LID OR APPROVED EQUAL D.I. TEE (FLG OR MJ AS REQ'D) DI. TEE (FLG OR MJ AS REQ'D) D,I TEE (FLG OR MJ AS REQ"D) D.I. WfE (FLG OR MJ AS REO"D) 0 I WfE (FLG OR MJ AS REO"D) ANCHOR COUPLING ANCHOR COUPLING MJ FOSTER ADAPTER 0.1 45• FITTING (FLG OR MJ AS REO"D) 0.1. REDUCER (FLG OR MJ AS REO'D) 0.1 MJ SOLID SLEEVE 0.1. MJ SOLID SLEEVE ESAA IRON MEGA-LUG. SIZE PER MAIN 0.1 MJ SOLID SLEEVE SEQUENCE OF CONSTRUCTION 3(l"X48" ' 2 ,,. • 12"' ' 10" ' 12"' ' 14 " " 14"X14"X10" ' 14"X14"X12" ,0 14X14"X14" " 1o·x1o•x10· " !2"X12"X10" u 10"' " 14" ' " w " ,.. " 10"X14" " 10"X10" " l4"X14" ,0 " 12·,12· OJ EXISTING 8" AND 10" FORCE MAINS TO REMAIN IN SERVICE WHILE NEW LIFT STATION No. 1A. NEW 10" AND 12" PVC SDR-21 ASTM 02241 FORCE MAIN, NEW 12" VALVE VAULT AND NEW 14" D.I INFLUENT BYPASS LINES ARE BEING CONSTRUCTED. [Ij AFTER COMPLETION OF NEW LIFT STATION No. 1A, NEW 10" AND 12" PVC SDR-21 ASTM D2241 FORCE MAIN. NEW 12'" VALVE VAULT, AND NEW 14" D.I. INFLUENT BYPASS LINE. TEMPORARY BYPASS LINES FROM THE EXISTING 10" FORCE MAINS SHALL BE CONSTRUCTED AND CONNECTED TO NEW THE 12" PVC SDR-21 ASTM D2241 FORCE MAIN. CONNECTION TO THE 10'" MAINS SHALL BE COORDINATED WITH JOSH WALKER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CONNECTION. [i) FLOW FROM EXISTING 10'" FORCE MAINS TO BE DIVERTED TO THE NEW 12" PVC SDR-21 ASTM 02241 FORCE MAIN ANO 14" 0.1. INFLUENT LINE, BYPASSING THE EXISTING VALVE VAULT ANO EQUALIZATION TANK HEADWORKS. [TI EXISTING PIPING/ FITTINGS BETWEEN THE EXISTING VALVE VAULT AND EQUALIZATION TANK HEADWORKS TO BE REMOVED (SEE SHEET 27 FOR DETAILS). EXISTING 8'" CHECK AND PLUG VALVES TO BE REMOVED FROM EXISTING VALVE VAULT, AND VALVE VAULT WALLS TO BE PATCHED ANO SEALED. 1 SECTION SCALE: 1/4" = 1' -0" NEW 8" T POURED CONC. TOP W/ No, 4 REEARS 0 6" O.C.E.W. TOP El.EV. 550.66 NEW 12" T POURED CONC. SLAB W/ No. 4 BARS O 12" O.C.E.W. TOP OF SLAB ELEV. 541.0' � � • MIN. 6" OF COMPACTED-­ SUB-BASE 2 ' [Ij NEW PIPING/ FITTINGS TO BE CONSTRUCTED BETWEEN EXISTING VALVE VAULT ANO EQUALIZATION TANK HEADWORKS (SEE SHEET 28 FOR DETAILS). CONNECTING TO THE NEW 14" 0.1. INFLUENT BYPASS LINE AND EXISTING 10" FORCE MAINS. b SECTION VALVE VAULT VIEW [§J TEMPORARY 10" BYPASS LINES TO BE CLOSED DIRECTING FLOW THROUGH THE EXISTING VALVE VAULT AND INTO THE EQUALIZATION TANK HEAOWORKS VAJ.Vf. TO BE NORMAl.lY CLOSED AfTUl PROJECT COMPLETION lo fuiITT - 13 NEW 12" PVC SOR-21 ASTM 02241 FORCE MAIN W/ TRACER WIRE 10" 0.1. CL-350 W/ POLY. ENCASEMENT AND TRACER WIRE SCALE: 1/4" - 1'-0" 12 CONTRACTOR TO INSTALL VERTICAL FITT1NGS AS REQUIRED ' _ __c' VAI..\IE TO Be: NORMALLY CLOSED AFTER PROJECT COMPL£T10N NEW 12" PVC SDR-21 ASTM 02241 FORCE MAIN W/ TRACER WIRE PRIOR TO=,,.- - -,,_ CONSTllUCTION CONTRACTOR SKAL.L VERIFY DEPTHS OF EXISTING FORCE MAINS [_:::;;- _____ EX. 8" FM TO BE RETIRED IN PLACE, --� '-:, (:,::__ CONTRACT OR TO AFTER NEW 12" PVC SOR-21 ASTM D2241 FORCE MAIN IS IN SER\IICE REMOVE EX. B" FM AS REQUIRED +- - - - - -9'-4"------+ NEW e• T. POURED CONC. WALLS W/ No. 4 BAAS O 12" O.C.E.W. 1 . • -., . . .· .- .. :_' � �----------�,�- EX. B" T POURED CONC. \ TOP. TOP EllV. 549.5 ' ' ' • + • • + + • + + + • CONTRACTOR TO VERIFY INVERT OF EXISTING 14" FORCE MAIN INFLUENT TO EQ. BA.SIN PRIOR TO CONSTRUCTION OF NEW VALVE VAULT b NEW 12" T POURED CONC. SLAB W/ No. 4 BARS O 12" O.C.E.W. TOP OF SLAB ELEV. 541.0" NEW 12" 0.1. CL-250 (P.E. TO FlANGE) - - -=J ----- --- CUT. CM' ANO RETIRE EX. 8" FMAFTER NEW 12" PVC SOR-21 ASTM D2241 FORCE MAIN IS IN SERVICE + + t + + • • + • • + ·····1 + + + + + + + + • + + • • • + · · • • + + + • + • • • • + • + + + + + + + + • • ' • • + • + + + TOP VALVE VAULT VIEW SCALE: 1/4" � 1'-0" NO UNI-Fl.ANGE 12" 0.1 CL-250 MUST BE A THREADED (P.E. TO P.E.) "-'NGE " � s=-:- EX. 10" FM] � ------------- ----, EX. 10· ™J � � ' l + 'L�- . - . �=��� _J •• 10" FORCE MAIN TEMPORARY BYPASS LINE POINT OF CONNECTION DETAIL SCAL£; 1/4" = 1'-0" 17 15 1j---� o ·-� tt ; r _ VALVE VAULT @ 10 • NEW 14" 0.1 CL-250 INFLUENT HYPASS LINE W/ POLY. ENCASEMENT ANO TRACER WIRE 9 1;-@ 7 J I;-@ 9 I ' I 15 I;-@ 20 19 8' -7 " --- ---- NEW 14" 0.1 CL-250 INFLUENT BYPASS LINE W/ POLY. ENCASEMENT ANO TRACER WIRE EX. GRADE. / El.£\/. 552.7' NEW 14" 0.1 CL-250_/ INFLUENT BYPASS LINE W/ POLY. ENCASEMENT ANO TRACER WIRE CONTRACTOR TO CORE-ORIU. EXISTING EQ. BASIN TANK WAl.1 W/ POLY. ENCASEMENT ANO "TRACER WIRE 1·-0· • • r-o· NEW 14" 0.1 CL-250 1 INFLUENT El"fPIISS LINE 16 c ���-�-----�=H f �; -+ II Af--------1,,,..1-11 : 1/ Ii 20 � I I I ' I Sa UNIT .l. 1 WMP I PRICE SUM b 2 , __ 1. E.J I I d===J, '� -1 I,,...,\ -,. .L._ -- __J 'f == T --- --- PLAN VIEW SCALE: 1/4" � 1'-0" 2 SECTION SCALE: 1/4" = 1' -0 " 30'-o" . • ._. ·: . ,, • , 30'-0" I I I I ..1r= I I I I ---1L- -,- I I 11 - -"'If- - I I 11 I = ell= = I I I I JL - - --,-- I � - _:d I I __di-__ I a � <li -_;cj "°-- );:.,.ll- '"" ' ' ::;... . I ... '""· "'- ls,iJ----i �+ EL£V. 5�.o· 542.16' • , 541.50' 1·-0· ~r � EQUALIZATION TANK AND VALVE VAULT MODIFICATION PLANS AND DETAILS I I - <Zl gJ en -< - ;:: 1:-< cc: a d µJ " u :,:: - 1'.= <l'.'. "'z "' µJ "' :0 u... u u, f-- 0 V, Zu z e- oi!l :0 0 C, z 0 en 0 � cc: u i5 - "' µJ 0 ID 1:-< u 0. "' 1:-< "' :0 "" > < oo Ctl cu O "' '" z ...J .J "' "' - ...J �� ...J -< 0 "' "' 0 < u \;: u 0:: "' z 0 u "' "' 0 z 3 c,: < ;;:- -< Ctl "' cu 0 "' t; 1:-< < "' � 0 <l'.'. "° z "' -< -, � µJ O'. 0 � 0 "' "" - a. 1:-< < "' ...J 0 <Zl ID <l'.'. < :0 :,:: � 0 < REVISIONS BID SET C 2023 Mjdwc$1cm Engineers, Inc. 80Z We�\ Broadway Street P.O. Box 295 Looi,001.x. /ndimm 47553 DATE JULY. 2023 DESIGN J.W.W. DRAWN C.Z.M. a.c. CHECK PROJECT NUMBER 2021005-14 28 28 OF 30 Fll.E NUMBER Do Not Use Plan Previews for Take Off