Midwestern Engineers, Inc. Plan Preview

� � �� o' = "' � "ill ·� mW ,n ;- Cc �- 89 £:I ;e 0 £! � z �- \� -� ll w _t;: 0 -- £ n. �� z" ,o > -- :, D ;; <3'-\ w� �□• •• �. •• l;y < !; 5N ti 0 =• , . <• NORTH ELEVATION NORTHWEST ELEVATION A/OTE6': /. SEESTRtYCTC/RAt.. ON Sh'T NO, , .<.? 3 _,\' ,4V.-'IT/O VANOFOUNOAT/CJN Nu c:6 c:FRUE/✓TFLOW ,1,-1'-- rER - "-'-- 6.:: ;4t:,' 6,0c'-1/Rc.O IN6cCTIO/V /3t;;;OO A1VD ;;,rr;,:/ L /,A,rC.J,Oc,VeAT.He,f"/"�00.F .:=VCLO::,Ukc, MOUNTING S'U?.r"'O,f"TG, 5'/C. '5'5TANCHOR8UTS A/VO HAROWA/?'c, AlvO APPU?Tc.N,::'.JA/C..c5'. FLOi'V /v1£TE/f' 51-/All BE INSTAL.C.EO /A/ LOCATIOiV AS A7cCOA4/v?E1V.OEO 13Y TMc M4/\/UFAC1u'RER 1 • I I ·, Rh. 6'RA.0e EL 4.:1.?0 EAST ELEVATION a Cc'\ F :J,fI:X c· *6 "'� "' U,vlP D SECTION SCALE: 3/8" = 1 '-0" 111,�;/ e-t,," e!o" e' fo 11 /!to" ,_ __,__ ---'--"'--''----'- • I• • 1 !?4 11 K 48 11 6TO,,P -¥-1'-,I.J GATC !VO C·I 14'DI IAll'Zt.16'#T • FROMNeWS£C0!00A?Y Ct.AR'/FIG,,f'"� if Et. 4c300 B ., I CUT, CAP, PLUG & ABANDON IN PLACE EXISTING EFFLUENT PIPE SECTION SCALE: 3/8" = 1 '-0" "'o OOWEt.5 "° Ii?;r EXISTING 14" 0.1. TO EXISTING U.V. TANK Cf. EL = 427.22' Ill '.O TO t=?<IS'TtN0 .-.,. IJEJ.iT C#AMBE:,f, ,cl. -iO H /7,V e;K"ADE �,C 4'-:;??0 / ,...,m •5 ifJ1? cw,Er_,;,.; (7i'/"ICAt 4 M 1.;t. .) I .: SOUTHEAST ELEVATION EXISTING 14" D.I. TO EXISTING U.V. TANK Cf. EL = 427.22' CHLORINE CONTACT TANK PLAN VIEW SCALE: ,, .?✓' ,<f8 N s'TO?GATC: ,;\IC), c-e / C ' I F GENERAL PLAN NOTES: 1. REFERENCE SHEET C101, GENERAL PLAN NOTES, FOR ADDITIONAL DEMOLITION INFORMATION. 2. THE DRAWINGS AND PHOTOS SHOWN ARE FOR REFERENCE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO FULLY INSPECT THE STRUCTURE PRIOR TO ORDERING EQUIPMENT OR BEGINNING RENOVATION/ DEMOLITION WORK. CHLORINE CONTACT TANK DEMOLITION NOTES: 1 CONTRACTOR TO INSTALL NEW TEMPORARY BY-PASS LINE FROM EX MH No. 2 (SEAL WATER AND CHLORINE SOLUTION MANHOLE) TO EXISTING U.V. TANK, SEE SHEETS S6.02 AND 9.08 FOR ADDITIONAL INFORMATION. 2. EFFLUENT FLOW METER TO BE REMOVED AND RELOCATED/ INSTALLED ON THE EXISTING U.V. STRUCTURE. SEE SHEET 9.08. EXISTING U.V. PLANS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR TO REMOVE EXISTING EQUIPMENT PRIOR TO BEGINNING DEMOLITION. NORTHWEST ELEVATION 4. CONTRACTOR TO DEMOLITION EXISTING PRE-FAB METAL SHED. CHLORINE CONTACT CONCRETE STRUCTURE AND CONCRETE WALKS, PIPING AND APPURTENANCES NECESSARY TO INSTALL NEW U.V. STRUCTURE. BACKFILL VOIDS WITH COMPACTED FILL MATERIAL. SEE NEW UV. PLANS SHEETS 6.01-6 03 FOR ADDITIONAL INFORMATION. TOP OF WALL ELEVATION WAS MEASURED TO BE 434.35. CONTRACTOR TO FIELD VERIFY ACTUAL DEPTHS. CUT, CAP, & PLUG ___EXISTING EFFLUENT PIPE BT 'AMBcR, T ' c:, I \...t 7,,CR'OM' R> E EL 43500,;,· EXISTING 14" D.I. TO EXISTING U.V. TANK Cf. EL = 427.22' I 5. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. LEGEND PLAN KEYNOTE LEGEND: PROPOSED COMPACTED FILL MATERIAL SEAL WALL OR FLOOR PENETRATIONS PROPOSED TOP SOIL MATERIAL @ INSTALL TEMPORARY BY-PASS LINE ON EXISTING INFLUENT/EFFLUENT LINES. SEE EXISTING U.V. SHEET 14.01 FOR ADDITIONAL INFORMATION. @ REMOVE AND RELOCATE EXISTING EFFLUENT FLOW METER (SEE DETAIL 1 THIS SHEET) © REMOVE EXISTING EQUIPMENT @ REMOVE EXISTING PRE-FAB METAL SHED I /I EXISTING STRUCTURE, EQUIPMENT, ,, _ PIPING AND APPURTENANCES TO �-�� BE REMOVED ® REMOVE EXISTING CONCRETE WALK AS NEEDED ® REMOVE EXISTING CONCRETE STRUCTURE � EXISTING PIPE TO BE ABANDONED IN PLACE @ REMOVE EXISTING PIPING AS NEEDED ® EXISTING PIPING TO BE ABANDONED IN PLACE CD CUT, CAP AND BLOCK EXISTING PIPING 0 FILL VOID AREA WITH COMPACTED FILL MATERIAL ® REMOVE EXISTING VALVE & APPURTENANCES RELOCATE EXISTING FLOW METER AND APPURTENANCES TO EXISTING U.V. DISINFECTION TANK DURING CONSTRUCTION -T­ z !.1 .., ,;L�� . .-. . / I ) '- . ,·.--.-. -M -> t.rtDW W. TR NSPCIN SECTION_ •.!!_ A." -..::;:___',_L-j'''--'-'--'""'' : : -,::-MAXIMUM DZ- DEAD ZONE PER MFR. \ ', SURFACE WATER ELEV. ULTRASONIC TRANSPONDER SE£ M.TG, DETA1L - SECTIOt� • A-A•. R!OUIIUMi:NTS :: �!-,, .=,-, =. ·,-.�. ·=-�, �. ,.,.;. ,.. I A.L\Jf1MH1M PiPE t'0, SCH-f:l)U'lE 40 {1,.(NVH AS REQU1J;fO C.&P ALL OP-€11 £6t.OS, WI.LO TO IT£M ---_.5 ____ 2 ULTFtASCfN"IC TRA·IUitMITTER EltOlOStHlE Wl TH .316 & S N-OU !NG HARDWARE BY ffUl·PMf.Ni MAt9\JFACTURiR 3 DJhLL HOLE {$Ill!: AS REC�Rf;Ol F"Oit C.U'-�5EA_i i'!.;U/t, CABLE WITH SILtCO-NE C.t!JLK IW£ATHER ..,. IGH1 )_ _ 4 CABLE BUSHING (SIZE A$ REQUiFf(DJ, �GEC'.'c'f' TY:,1'" P OR -�C-H TYPE CGB _9 ! ;,.G c_ · --·- , ALUMINUM PLATE l/4- a.6" -.c 12" MOUNTL.O TO CONCR _ l­ W'ITH "- 3/e·� s s EXP BOLTS w1-w� N £,,,_e:.OMh_ wm; S.S. w•&HERS. 0 ULTRASONIC FLOW METER ,:;/'[)/ ,T,�NA"OR'AJN if ct. .t?-7 oo ,- \ NOT TO SCALE - ..:rov,wc V' ( / ? // �T lti -- 1 -/4 11 0/ TOEXIST/1>/G C SECTION SCALE: 3/8" = 1 '-0" I El"Ft.OE#TCIIAM8cR, tf Et. 4cl:50 G A SECTION SCALE: 3/8" EXISTING CHLORINE CONTACT TANK - DEMOLITION PLAN • u 0 - I REVISIONS «:l 2021 !,Jj(lv,,c,1cm Engin�..:r,. lnc. 80� Wt·,t Bmadw:iy S1rec1 P.O. B"' 2<l� Loog()Ote�. lndi,mu 4755] DATE FEB. 2021 DESIGN C.W.R. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NU"'1BER 2015078-01 9.07 97 OF 114 I Fll£ NUMBER I 41975 Do Not Use Plan Previews for Take Off