Midwestern Engineers, Inc. Plan Preview

' ·' MECHANICAL PIPING KEY 1 6" 0.1 MEGALUG RESTRAINT 2 12"x12"x12" 0.1. TEE 3 12" ANCHOR COUPLING 4 12" 0 I MEGALUG RESTRAINT 5 12" GATE VALVE 6 8" D.I MEGALUG RESTRAINT 7 8" D.I 90" ELBOW 8 12"x6" 0.1 REDUCER 9 6" ANCHOR COUPLING 10 6" GATE VALVE 11 6" D I CLASS 350 PIPE WI POLY ENCASEMENT 12 3-WAY FIRE HYDRANT ASSEMBLY WI 6" GATE VALVE 13 6"x6"x6" D I. TEE 14 8''x8"x8" D.!. TEE 15 8" 0.1 CLASS 350 PIPE WI POLY. ENCASEMENT 16 8" D.I 45" ELBOW 17 8"x8"x8" D.l. WYE 18 8" CLEANOUT 19 8"x6" D.I REDUCER 20 8" ANCHOR COUPLING 21 8" 0.1 SLEEVE 22 8" GATE VALVE 23 6" 0.1 SLEEVE 24 12" D.I SLEEVE 25 CUT, CAP AND RETIRE EXISTING MAIN 26 8" PLUG VALVE 27 8" SHEAR GATE 28 6"x5" RESTRAINED COUPLER MECHANICAL PIPING LEGEND � EXISTING FINISHED WATER MAIN TO REMAIN [= = J EXISTING RAW WATER MAIN TO REMAIN � EXISTING BACKWASH WASTE MAIN TO REMAIN �,#� EXISTING FINISHED WATER MAIN �ff_Y.:21 TO BE REPAINTED I - -1 EXISTING RAW WATER MAlN L __ _J TO BE REPAINTED EXISTING BACKWASH WASTE MAIN :z.l TO BE REPAINTED PROPOSE:0 FINISHED WATER MAIN c.[-�-�- 1 PRbPOSEQ RAW WATER MAIN � PROPOSED BACKWASH WASTE MAIN PROPOSED RELOCATED GRAVITY DRAIN LINE I I � NOTE. Alli:)"1_ AND PVC PIPING SHALL BE INSTALLED IN ACCORDANCE WITH Al/WI/A C600 AND AWWA C605 REQUIREMENT AND ANY NECESSARY FIELD DECHLORINATION SHALL BE COMPLETED IN ACCORDANCE WITH AWWA C655. EX/STING BACKWASH HOLDING TANK SEE SHEET S2.01 - S2.04 FOR IMPROVEMENTS & �4"0.1. ' 4" 0.1 ;:,.,· BACKWASH HOLDING TANK EXPANSION SEE SHEETS S2.01 - S2.04 FOR IMPROVEMENTS 16 -----�-�--- r REMOVE EX MAIN AS REQUIRED ---- -- , ___ EXISTING INGRESS/EGRESS STONE ACCESS DRIVE '' --- " --- " --- ec--- »--- ec--- " --- " --- " --- 12" PVC SDR-21 FINISHED WATER �-- BENCH MARK AND CONTROL POINT SCHEDULE � .I ...._; "" -,,!( ' � 'L 4•· PVC SCH 40I�,Cl- D ' ' \ 00 ODDO \ ' ,_ ITEM TBM CP-1 CP-2 A I \ / ' / '- NORTHING 965865.730 965897.387 965744.930 ' 11 l'I I i i EASTING 2924017.860 2924013.245 2924105.016 I, 11 \ E-�--e--c--e --,--,--,--,--,--,--,--, ' ' ' -- • CONTRACTOR SHALL BE RESPONSIBLE FOR 'tJ.,; � FINAL SITE CLEAN-UP, SEEDING AND STRAWING • CONTRACTOR SHALL LAYMIN. OF 4" NO. 53 STONE RESURFACING AROUND PLANT AS SHOWN ON PLAN ' ' "- /1, • CONTRACTOR SHALL MAINTAIN ANO RESTORE INGRESS/EGRESS ACCESS DRIVE AS NECESSARY 'V' ,. ,.... ,. r , r ELEVATION 394 70 393.12 395.98 DESCRIPTION TBM RR SPIKE, EAST SIDE PWP CP Y,," REBAR CP%" REBAR SEE SHEET M1.02 FOR EXISTING PLANT No. 2 PROCESS PIPING IMPROVEMENTS CP-2 SCALE: 1" = 5' t, n J - 0 5 • • I I 15f---r I SEE SHEETS M1.01 AND M1.03 FOR EXISTING PLANT No. 1 PROCESS PIPING IMPROVEMENTS 6" PVC SDR-21 FINISHED WATER MAIN RESIDENTIAL METER RECONNECTIONS ALONG SR 66 SHALL BE COMPLETED BY THE DIV. I CONTRACTOR PRIOR TO ANY OEMOLIT!ON / RETIREMENT OF THE EXISTING PLANT No. 1 AND THE 5" SYSTEM SUPPLY MAIN TO THE NORTH CLOSE 6" GATE VALVE ON EX. 6" PLANT No. 1 FINISHED WATER MAIN. CONNECT NEW 6" FINISHED WATER BYPASS MAIN TO EXISTING 6" MAIN, THEN CLOSE 6" GATE VALVE ON NEW BYPASS MAIN AND REOPEN EX. 6" GATE VALVE. INSTALL NEW 6" FINJSHED WATER BYPASS MAIN UP TO POINT OF CONNECTION TO EX. 12" FINISHED WATER MAIN. CLOSE 12" GATE VALVE ON EX. 12" PLANT No. 2 FINISHED WATER MAIN, THEN MAKE FINAL CONNECTIONS TO EX. 12" MAIN AS SHOWN. THE 12" MAIN SHALL ONLY BE DOWN FOR 6 HOURS. ALL WORK AFFECTING THE 12" MAIN SHALL BE DONE WITHIN THE 6 HOUR TIME FRAME. CONTRACTOR SHALL COORDINATE WITH REO WATER ONE WEEK PRIOR TO CONNECTIONS TO EXISTING MAINS. DISINFECT AND PRESSURE TEST NEW 12" FINISHED WATER MAIN AND 6" FIN/SHED WATER BYPASS MAIN. REVISIONS BID SET 0 2023 Midwcstan Lnginc�rs. Inc. 801 West Bro:,dway Street r 0. Box ]<"JS L'-'U,'OOICt. lndinna 47553 DATE NOV. 2023 DESIGN J.W.W. DRAWN M.M.C./'.K J.G. Q.C. CHECK / PROJECT NUMBER 2017043-01 C103 7 OF 47 I Fll.£ NUMBER I 43664 Do Not Use Plan Previews for Take Off