Midwestern Engineers, Inc. Plan Preview

1 S3.05 T/ WA LL $ ELEV. 436.00' $ T/22" T SLAB E L EV. 419.65' T 16" T SLAB ELEV. 413.50' --------------------, '''' ' ' ' -' 1 T A NK H.W.L. - 431.95' 3.75 MGD 2 T A NKS H. W .L. - 431.91' (3.75 MGD) - 431.89' (1.3 MGD) (2)-M A TS #S's @ 1Q" O.C.E. W . MTL GRATING ' cc=:=r -d_�. ��===,a\,= .. "· ···"· ·"····"····.:i· :fa ... = ... �a!=�===-.L== FIN A L RIFIER T A No. 30 12'1 CONC. SLAB w/ #S's T&B @ 10" O.C.E. W . --41Hh KEYWAY w/ 20" L #5 DO W EL @ 10" O.C. & A DHERED RUBBER STRIP 8" D. . 30 14 31 I M A X E L EV 1 1 T. .D.', II 11 1 R A S/W A S PUMP ST A TION W ET W ELL SECTION #S's T&B @ 10" O.C.E. W . ---#5 DO W ELS @ 10" O.C.O.F. [LAP w/ VERT. WA LL BARS] MTL GRATING r -- ----------- A CCESS BRIDGE r---------- PIPE & TUBE R A ILING [GU A RDR A IL] ------H30 A -LT DRIVE A SSEMBLY WA LKW A Y EXTENSION [MNTS UNDER BRIDGE] 1 S3.05 �--INFLUENT W E L L :-••••••••••••••••••• SUPPORTS w/ SHIMS: r.a, - - -� t:-----,=c;--� T / ',. W ;;c A 'c;: L � L � 30 A UX. WA LK WA Y EXTENSION TIE-CHORD- - --,H-¥-A.+J- . -----" - - - A -FRAME 4'-0" -8 ' D.I. INV. 414.75' 16" T CONC. SLAB w/#S's T&B @ 1O" O.C.E. W . 2 ______________,. S3.05 8'-7" DI A . . _ _ INFLUENT W ELL '''' __, ' CENTER C A GE 3'-1 oj" cc -L . __ -11 -'' ''' 'Q===rr�=r: ELEV. 436.00 T W EIR 1 ELEV. 432.00 '' • T W EIR WA LL 1 ELEV. 431.71 : T/GROUT V A RIES ' = I ELEV. 431.25 TO 430.58' </' ' I ' "' ''''''' ' ' '''' ' T TROUGH SLAB ELEV. 430.50' N 0 T/22" T SLAB ELEV. 419.65' NO T 16" T SLAB E L EV. 413.50' PIPING & EQUIPMENT SCHEDULE ITEM DESCRIPTION 1 (3) R A S/WAS PUMPS w/4" SUCTION, 4" DISCH A RGE, SEE SPECS 2 (2) 304 ST A INLESS STEEL GUIDE R A I L S PER PUMP 3 )fo" 304 ST A INLESS STEEL LIFTING CH A IN PER PUMP 4 R A D A R LEVEL SENSOR (NOT SHO W N) 5 LEVEL REGULATORS (No. REQ'D PER SETTING) PUMP SETTINGS A - PUMP OFF ELEV. 415.25' B - LEAD PUMP ON ELEV. 417.25' C - LAG PUMP ON E L EV. 418.25' D - LAG / LAG PUMP ON ELEV. 419.25' E - HIGH WA TER ALARM ELEV. 419.75' 6 S.S L EVEL REGULATOR BR A CKET 7 6"x4" D.I. REDUCER 8 6" D.I. PIPE 9 8"x6" D.I. REDUCING 90' BEND, (M.J. OR FLG.) 10 W A LL SLEEVE, SIZE PER M A IN 11 PRESSURE SENSING UNIT BENA-N-FLEXIBLE CYLINDER w/PETCOCK VALVE A ND 100 PSI G A UGE 12 AI R/VACUUM V A LVE w/DR A IN LINE TO WET W ELL 13 8" CHECK V A LVE 14 8" P L UG VA L VE w/FLOOR STAND A CTU A TOR 15 FLANGED COUPLING ADAPTER, SIZE PER MAIN 16 8" D.I. 90' BEND (M.J. OR FLG.) 1 7 8"x8"x8" D.I. TEE (M.J. OR FLG.) 18 8"x6" D.I. REDUCER B Scale: 3/16" = 1'-0" 19 6" EFFLUENT M A GNETIC FLO W METER, SEE SPECS 6" D.I. W . A .S. F/M TO EXISTING A NAEROBIC DIGESTER 6" D.I. GR A VITY SCUM L INE TO EX MH3 (COLLECTION M A NHOLE) �s==== 14" D.I. GR A VITY LINE TO EXISTING TR A NSFER PUMP SfATleN- �s=-- 18" D.I. GR A VITY LINE TO NE W U.V. A ND STEP AERATION T A NK 38 �� 39 14" INFLUENT T CONC. 26 6" D.I. W . A .S. F/M 23 6" D.I. SCUM LINE T CONC. E L EV 430.50' T GROUT G S3.05 FINAL CLARIFIER TANK No. 1 14"¢ CENTER �.-7ITTir ,rt- T CONC. ELEV 430.50' T GROUT PIER 8" 0.1.- 18" D.I. ELEV 429.00' ELEV 430.58' 14" D.I. Jc- EFFLUENT TROUGH DROP DO W N TO EFFLUENT PIPE - 14"D.- I . -� 14" D. I . 23 RAS /WAS. PUMP STATION NEW & EXISTING CLARIFlERS FLOW SPLITTER BOX 23 l J 1 O" D.I. R. A .S. F/M 6" D.I. SCUM LINE 38 SEE "ENLARGED ST A IR W AY FR A MING PLAN" SHEET S3.03 37 G S3.05 T CONC. ELEV 430.50' T GROUT FINAL CLARIFIER NEW CL.ARIFIERS FLOW SPLITTER BOX SLUDGE DR A W-OFF \ HOPPER -� 8" D.I. 1 s'' 0.1. T CONC. ELEV 429.00' TANK No. 2 " ,):, 1,' '<- ,.,,,\o '!-''o 14"¢ CENTER PIER �� 14" INFLUENT --� 'II \.!::;) 33 T CONC. ELEV 430.50' PIPE T GROUT ELEV 430.58' 32 EFF L UENT TROUGH DROP DO W N TO EFFLUENT PIPE - 24" D.I. _j r i=_14.'.:._E I _ . _I I __ _ I I � 14" D.I. F S3.04 0 LOWER LEVEL/ MECHANICAL PLAN SCALE: 3/16"-1'-0" 32 23 w TO NE W OXIDAT I ON DITCH r ..______ CONTINUE A L L CONSTRUCTION JO I NTS INTO EFFLUENT TROUGH AS SHO W N FOR WA LLS OF CLARIFIER ON SHEET S3.01 24" D.I. GRAVITY LINE FROM NE W OXID A TION DITCH 20 6" PLUG VALVE w/FLOOR STAND A CTU A TOR 21 MJ x MJ FOSTER A D A PTER, SIZE PER MAIN 22 1o"x6" D.I. REDUCER (M.J. OR FLG.) 23 EBB A IRON MEGA- L UG, SIZE PER M A IN 24 10"x10"x10" D.I. TEE (M.J. OR FLG.) 25 10" R. A .S PLUG VALVE (M.J.) w/ELECTRIC OPER AT ED FLOOR STAND A CTU A TOR 26 6" W.A.S. P L UG V A LVE (M.J.) w/ELECTRIC OPERATED FLOOR ST A ND A CTUATOR 27 24" D.I. 90' BEND (M.J. OR FLG.) 28 14" D.I. 45' BEND (M.J. OR F L G ) 29 (NOT USED) 30 8" TELESCOPING V A LVE w/FLOOR STAND ACTUATOR OPER A TING R A NGE 432.45' TO 431.89' 31 10" PLUG V A LVE w/FLOOR ST A ND A CTU A TOR 32 10" D.I. 45' BEND (M.J. OR F L G.) 33 14" D.I. 90" BEND (M.J. OR F L G.) 34 18"x14" 0.1. REDUCER (M.J. OR FLG.) 35 18" D.I. 90" BEND (M.J. OR FLG.) 36 18"x18"x18" D.I. TEE (M.J. OR FLG.) 37 6" D.I. 90' BEND (M.J. OR FLG.) 38 6" D.I. 45' BEND (M.J. OR FLG.) 39 6"x6"x6" D.I. WYE (M.J. OR FLG.) 40 2" P.V.C. DR A IN L INE w/B A CK WA SH CHECK V A LVE 41 PIPE SUPPORT BASE w/CONC. SUPPORT P A DS, INSTALL PER MFGR'S RECOMMEND AT IONS 42 PIPE SUPPORT ST A NDS, INSTALL PER MFGR'S RECOMMENDATIONS 43 A LUMINUM ACCESS LADDER w/LADDER SAFETY EXTENSION 44 36"x80" (CLEAR OPENING) STAINLESS STEEL ACCESS H A TCH W ITH FALL THRU PROTECTION GRATING PANEL 45 36"x36" ST A INLESS STEEL A CCESS HATCH w/FALL THRU PRO T ECTION GRATING PANEL 46 57"Wx36"H DO W N W ARD OPENING ALUM. WEIR OPERATING R A NGE 436.0' TO 433.0' 47 29" W x36"H DO W NW A RD OPENING A LUM. WE I R OPERATING RANGE 436.0' TO 433.0' 48 24" W x42"H DO W NW A RD OPENING ALUM. W EIR OPER A TING RANGE 436.0' TO 432.50' 49 S.S. EMBEDDED PORTABLE HOIST SOCKET ADJUSTABLE REACH S.S. PORTABLE HOIST, w/S.S. CABLE, 50 MAX LOAD RATE OF 1000 LBS OR PER PUMP SHOP DRAWINGS 51 HEAT TRACE AND 2" INSULATION w/ A LUM J A CKET TO 42" BELO W FINISH GR A DE '* REFERENCE FITTINGS (MJ OR FLG.) ALL BURIED PIPE FITTINGS TO BE (M.J.) MECHANICAL JOINT, ALL EXPOSED PIPE FITTINGS TO BE (FLG) FLANGED. GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL WALL AND SLAB ELEVATIONS LOCATIONS ANO SIZES WITH EQUIPMENT SUPPLIER SHOP DRAWINGS, ANY MODIFICATIONS THAT MAY BE REQUIRED AS A RESULT TO FINAL CONDITIONS TO BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. CONTRACTOR SHALL COORDINATE LOCATION AND SIZES OF EQUIPMENT AND PIPING CONCRETE SUPPORT PADS WITH MECHANICAL PLANS AND EQUIPMENT SUPPLIER SHOP DRAWINGS. NEW AND EXISTING CLARIFIERS FLOW SPLITTER BOX I NEW FINAL CLARIFIERS AND RAS/ WAS PUMP STATION - LOWER LEVEL/ MECHANICAL PLAN REVISIONS 08-27-21, 09-20-23 BID SET (C 2021 �lidwe;,tern Engineers. Inc. 802 West Broadway SLrcet P.O. Box 295 Loogootee. Indiana -H.�53 DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S3.02 53 OF 114 FILE NUMBER 42019 Do Not Use Plan Previews for Take Off