Midwestern Engineers, Inc. Plan Preview

• ' 25 I I S2 - -' I ,--------- � ---------o I I I I I I C I I I I : �------------ ------------� I I I :..• .·;;.. WEIR SCHEDULE LOCATION FT/ EL. 0 11.63' / 904.38' 0 9 63' / 902 38' DESCRIPTION TOP OF WEIR TOP OF WEIR SPECIAL NOTES £ VALVES AND ACTUATORS BY FILTER EQUIPMENT MANUFACTURER. £ MIN. 4'-0" BUILDING CLEARANCE ABOVE MOTOR EQUIPMENT � �-�- c -- ---------r----r-----------------T----,---------- - � --------1" !1,1'�' ---i- I --� ;;;m:, i : /� � 12 13' / 904.88' TOP OF WEIR 6" MANUAL DISCHARGE VALVE BY EQUIPMENT MANUFACTURER (TYPICAL) 13 5 r----L 6" RECIRCULATION MANUAL VALVE 34 15 a; I I I I I I I I I �':°'::; I I I I I I I I I I I I I I I� I I I I 1 I I I l I I I I I I I I --------�-- ��---- � I I I I I I I I I I : c-----,--- FILTER TANK EFFL. WELL I I I I I I II I I I II I I I I I I --- L----E...J"----- -- -- -- -- ------ -- ---- -- -- -- -- -- -_-__,.---_--,,_-_-_-,,__ -_-___ _ _ __ _ _ _ _ -- -- ------- -- ___J . . :s.� -,.· I 8 I 35}- - - -I 19 Ai'F'l'lelX. J2 LF GF 30'' D.L � TOP SLAB EL. 892.75' • @ b 058% PIPE Tel MANHOLE No.:1 - 31 • ll" DI TO GRINDER PUMI' UNlf - INV. 886.0il' INV H 88467'. (REFER To SHf. C2.03) '--41,_,. 15 30'' QI GRAVITY SEWER Tb NEWMANHOLE No.2........ INV. EL. 881.63'........ (REFER TO SHT. C2.03) 33 3 NEW FLOW FILTERING EQUIPMENT BLDG. - SECTION CUT SCALE; 1 /2" � 1'-0" 17 • PIPING KEY 18 High Concrete Equipment Pad PIPING 19 Restraining Flange Required (Per Pipe Size} NUMBER 20 Influent Weir 1 Pre-Manufactured Cloth Media Filter 21 Effluent Weir 2 • 22 Recirculation / Backwash / Waste Pump 3 4" DI Pipe 23 Screening Equipment Drive Assembly 4 4" Magnetic Flow Meter 24 • 5 6" DI Pipe 25 Level Sensors 6 6" DI 90 ° Bend (Fig. or M.J.) 26 6" Recirculation Line 7 6" DI Tee 27 6" Tank Drain Line 8 6" Plug Valve 28 18" DI 90 ° Bend 9 6" x 4" DI Concentric Reducer 29 18" DI Pipe 10 6" x 4" DI Fitting (Fig. or M.J.) 30 Overflow Weir 11 8" Plug Valve w/ Electric Actuator 31 • 12 8" DI Pipe (Below Slab) 32 6" Filter Influent/ Effluent Port 13 8" x 6" DI Concentric Reducer 33 • 14 8" x 6" DI Eccentric Reducer 34 Electronic Valve Actuator 15 8" DI 90 ° Bend (Fig. or M.J ) 35 30" DI Pipe (Below Slab) 16 • 36 30" x 18" Concentric Reducer 8" tll FILTRATE DRAIN LINE TO PUMP STATION STRUCTURE � TOP SLAB EL. 892.25' 31 • • b - ' - [EJ 11.58'/ 904.33' LIQUID LEVEL LEGEND• [I] 9 13' / 901 88' LIQUID LEVEL r----, I 1 - EQUIPMENT PROVIDED BY FILTERING MANUFACTURER L----J [FJ 11 13' / 903.88' TOP OF WEIR D - EQUIPMENT PROVIDED BY DIVISION I CONTRACTOR NOTE FILTER BLDG. FINISHED FLOOR ELEVATION IS 892.25' D - EQUIPMENT PAD BY DIVISION I CONTRACTOR WEIR FT. MEASURED FROM TOP EQUIPMENT PAD EL. 892.75' WEIR EL. REFLECTS FEET ABOVE TOP EQUIPMENT PAD ELEVATION. 9'-10" MOTOR DRIVE �_ ::::_::::::::::::::::::::::::==--===------=----==:i I 1 I I I I I I I _ + T/EQUIPMENT EL. 906.58' : � : �---------1 �---L:� ______ ! II II II I 18'' INFLUENT FLANGE FILTER TERMINATION 0 �--------j---------1 12 • 19 15 I I 1----------- I I 0 0 0 t t 0 0 19 I II I I I I I II I I L------------- 1 S1 34 • • 19 • • . . . • 24 ' .. • .. 8" DI TO GRINDER PUMP UNIT FILTER MEDIA TANK DRAIN LINE 30 LF OF 8" DI PIPE @ 0.40% TO PUMPING STATION No.1 INV. EL. 886 08' ' I ----- ' ' ' I 30" DI GRAVITY SEWER TO NEW MANHOLE No.2 INV. EL. 881.63' (REFER TO SHT. C2.03) 28 2 18" DI PUMP STA. No.1 DISCHARGE PIPING (REFER TO SHT. C2 03) •INV. EL 884 67' r-nt------,------'------� (REFER TO SHT. C2 03) 15 NEW FLOW FILTERING EQUIPMENT BLDG. - SECTION CUT SCALE; 1/2" - 1 '-0" REVISIONS BID SET C2024 Midwestern Engineer,;. Inc. 802 West Broadw,1y Streel P.O. Box 295 Loogootee. Indiana 47SS3 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 P5.03 34 OF 126 I FILE NUMBER I 44032 Do Not Use Plan Previews for Take Off