Midwestern Engineers, Inc. Plan Preview

i REFER TO STRUCTURAL DRAWINGS FOR BUILDING MATERIALS TO BE USED --- REFER TO STRUCTURAL DRAWINGS FOR BUILDING FOUNDATION REQUIREMENTS ----+-I ' ' . 31/--t-'11 NEW 18" DI INFLUENT F.M. FROM NEW PUMP STATION .. (REFER TO SHT. No. C2.03) • , • z :e "' ' - - • 18" INFLUENT FLANGE FILTER TERMINATION t I ' I I I ' I 29 : 7' -9.JS' ' ' I I � I I I I I ' I S2 MOTOR DRIVE • 0 0 0 0 25 f' 1 ! :-© ' ____,.� ' ' C� r ::_::_::_���- ::_::'_:: -, +•-==-=-=-:::-::_::_::_::_::_::_::_::i==���=====================::::;=::::;::::;::::;::::;::::;:::!;:-J'::-::-::-::-::-::-::::- --�--- .. I I ------------------------------------------------ � - �� --- ------ - 1...-.... I I I �- - I "--...... I I I I - -, f ! � ! ' • I � I I I I I I I I I il-� I I I 1 I 11 I I d l I ······� TOP TANK EL 906 58' d,. TOP TANK "P EL 904.42' ITT I I I I I 1 1 I I t+------j,--, I ... ��� l :�0 87 �+----------" 1 ", ' ' I ' ' I I I I I I I 21 28 1-----�--1--7- 8'-2" 4'-0" 17'-10" • 15 NEW 8" DI SCUM LINE TO NEW GRINDER UNIT INV EL. 884.67 (REFER TO SHT No C2 03) NEW FLOW FILTERING EQUIPMENT BLDG. - SECTION CUT SCALE, 1 /2" � 1 '-0" • -' 12 NEW 8" DI PUMP DISCHARGE F.M. TO EXISTING BACKWASH ,_______, HOLDING STR. INV EL. 885.67 (REFER TO SHT No C2.03) I ----•---- I 30" DI GRAVITY SEWER TO NEW MANHOLE No.2 INV EL. 881.63' (REFER TO SHT C2 03) . • �; �:k -�­ c.fi . • • • < • •• 31 • TOP SLAB EL. 892 25' PIPING KEY NUMBER PIPING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 26 27 28 29 30 31 32 33 34 35 36 Pre-Manufactured Cloth Media Filter • 4" DI Pipe 4" Magnetic Flow Meter 6" DI Pipe 6" DI 90' Bend (Fig. or M.J ) 6" DI Tee 6" Plug Valve 6" x 4" DI Concentric Reducer 6" x 4" DI Fitting (Fig. or M J) 8" Plug Valve w/ Electric Actuator 8" DI Pipe (Below Slab) 8" x 6" DI Concentric Reducer 8" x 6" DI Eccentric Reducer 8" DI 90' Bend (Fig. or M.J.) • • High Concrete Equipment Pad Restraining Flange Required (Per Pipe Size) Influent Weir Effluent Weir Recirculation I Backw ash I Waste Pump Screening l.guipment Drive Assembly • - - - - - -- ·- - Level lSeiisiJFs �" Recirculatlon LiM 6" Tank Drain Line 18" DI 90' Bend 18" DI Pipe Overflow Weir • 6" Filter Influent/ Effluent Port • Electronic Valve Actuator 30" DI Pipe (Below Slab) 30" x 18" Concentric Reducer WEIR SCHEDULE LOCATION FT/EL. DESCRIPTION 0 11.63'/904.38' TOP OF WEIR [fil 9.63'/902 38' TOP OF WEIR @] 12.13'/904.88' TOP OF WEIR � 11.58'/904 33' LIQUID LEVEL [I] 9.13'/901.88' LIQUID LEVEL 0 11.13'/903.88' TOP OF WEIR NOTE, FILTER BLDG. FINISHED FLOOR ELEVATION IS 892 25' WEIR FT. MEASURED FROM TOP EQUIPMENT PAD EL. 892.75' WEIR EL REFLECTS FEET ABOVE TOP EQUIPMENT PAD ELEVATION. SPECIAL NOTES � VALVES AND ACTUATORS BY FILTER EQUIPMENT MANUFACTURER M_ MIN. 4'-0" BUILDING CLEARANCE ABOVE MOTOR EQUIPMENT LEGEND• r----, 1 I - EQUIPMENT PROVIDED BY FILTERING MANUFACTURER L____J D - EQUIPMENT PROVIDED BY DIVISION I CONTRACTOR D - EQUIPMENT PAD BY DIVISION I CONTRACTOR REVISIONS BID SET 02024 Midwe.,tem Engineers. Inc. 802 West Broadw;,y Street P.O. Box 295 Loogootee. Indian� 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.AE. PROJECT NUMBER 2020073-00 P5.02 33 OF 126 I FILE NUMBER I 44033 Do Not Use Plan Previews for Take Off