Midwestern Engineers, Inc. Plan Preview

1 Ml.03 1'-0" w w r • w • r w " N m " /, < • m 3'-8" 0 IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY DIMENSIONS FOR THE CONCRETE PUMP PADS WITH THE PUMP MANUFACTURER'S SHOP DRAWINGS PRIOR TO CONSTRUCTION 3' - 4" 2· 1CH" - 4 " - / -==p CHLORINE INJECTORS I 1. WTP2 - POST 2. WTP2 - PRE I 3. WTP1 - POST 4. WTP1 - PRE I � CHLORINE I j- '--i::::::= ROOM 11 I 11 ti It 1 1 1 1 --1 t I I \ \ ' PUMP ROOM I I I / I ' / / ' - / / - EXISTING 6" RAW WATER MAIN FROM WELLS 1, 2 & 3 1j [ > l I -t - L___ �,-r � 1 ��d#'� V-NOTCH WEIR 1, .. TERMINATE BACKWASH DRAIN LINE A MINIMUM OF 6" ABOVE FINISHED FLOOR ELEVATION '--- -- 16" 0.1. FILTERED BACKWASH LINES (TYP OF 4) 8" 0.1. DETENTION TANK EFFLUENT LINE PIPING MANIFOLD AND VALVES SUPPLIED BY AERALATER TREATMENT UNIT MANUFACTURER I NEW AERALATER No. 1 I EXISTING 6" FINISHED WATER MAIN �, 4 3 ' o-!" - 4 AERALATER ROOM #1 ' ' "• PIPING PAINT IDENTIFICATION COLORS SANITARY - DARK GREY RAW WATER - OLIVE GREEN FINISH/POTABLE WATER - DARK BLUE CHLORINE (GAS & SOLUTION) - YELLOW FLUORIDE - LIGHT BLUE PHOSPHATE-ORANGE SODIUM PERMANGANATE - PURPLE PIPE LABELS SHALL BE INSTALLED EVERY 25' TO 50' ALONG STRAIGHT RUNS, AT ALL CHANGES IN DIRECTION ON BOTH SIDES OF THE TURN, AT BOTH SIDES OF ENTRY POINTS THROUGH THE FLOORS ANO WALLS, NEXT TO ALL FLANGES AND VALVES AND SHALL INCLUDE FLOW DIRECTION OF CONTENTS. IDENTIFICATION LABELS / TAGS SHALL BE INSTALLED ON ALL TANKS, PUMPS, VALVES. METERS AND EQUIPMENT. CHEMICAL FEED PIPING LEGEND - -- -- CHLORINE GAS SUPER CHLORINATED WATER - SUPER CHLORINATED WATER IN EX. CONDUIT SUPER CHLORINATED WATER UNDER SLAB -m--ce-- -c,2--�,- --�w,--- SUPER CHLORINATED WATER IN EX. CONDUIT UNDER SLAB POTABLE WATER -�:-,.--- EX. POTABLE WATER PIPING TO BE REUSED SODIUM FLUORIDE -�•'W'·,.O---- SODIUM FLUORIDE IN EX. CONDUIT SODIUM PERMANGANATE -1•�-,H- SODIUM PERMANGANATE IN EX. CONDUIT PHOSPHATE -·-- PHOSPHATE IN EX. CONDUIT PIPE LABEL REQUIREMENTS PIPE MIN LABEL MIN. LETTER DIAMETER SIZE HEIGHT 0.75" TO 1.25" 1" X 8" 05" 1.25" TO 2.5" 1" X 8" 0.75" 2.5" TO 8" 2" X 12" 1.25" 8" TO 10" 3" X 24" 2.5" 10" > 4" X 32" 3.5" MECHANICAL PIPING KEY 1 NEW AERALATER No. 1 - SEE SHEET M1 04 FOR DETAILS 2 6" D I SPOOL 3 6" BUTTERFLY VALVE 4 6" D.I. 90" ELBOW 5 6"x6"x6" D.I. TEE 6 6"x3" D.I. REDUCER 7 NEW HIGH SERVICE PUMP (SEE SPECIFICATIONS) 8 PRESSURE GAUGE (0-100 PSI) WITH TRANSDUCER 9 6" SWING CHECK VALVE 10 6"x4" D I. REDUCER 11 4" BUTTERFLY VALVE 12 4" D.I SPOOL 13 6"x4" D.I. REDUCING ELBOW MECHANICAL PIPING LEGEND � EXISTING FINISHED WATER MAIN TO REMAIN w� EXISTING RAW WATER MAIN TO REMAIN � EXISTING BACKWASH WASTE MAIN TO REMAIN -PROPOSED FINISHED WATER MAIN I PROPOSED RAW WATER MAIN �--- -PROPOSED BACKWASH MAIN 14 4" SERIES 2100 MEGA FLANGE ADAPTER BY EBBA IRON, INC. OR EQUAL 15 4" ELECTROMAGNETIC FLOW METER 16 PRESSURE GAUGE (0-200 PSI) WITH TRANSDUCER 17 ALUMINUM OR STAINLESS STEEL PIPE SUPPORT STAND 18 6" 0.1. 45 Q ELBOW CIVIL RENOVATION/ MODIFICATION NOTES 0 0 0 CHEMICALLY CLEAN AND PRESSURE WASH WALLS AND CEILINGS. REPAIR EXISTING MORTAR AS NEEDED. PAINT WALLS AND CEILINGS - SEE SPECIFICATIONS EXISTING PIPE TO BE REUSED SHALL BE CLEANED AND REPAINTED. SEE GENERAL CONSTRUCTION SPECIFICATIONS ALL NEW DUCTILE IRON PIPINGNALVES AND APPURTENANCES SHALL BE PAINTED. SEE GENERAL CONSTRUCTION SPECIFICATIONS. CHEMICALLY CLEAN, PRESSURE WASH AND RESEAL FLOOR AND CONCRETE PEDESTALS. NOTE. DISINFECTION OF THE INTERIOR PIPING, FITIINGS, VALVES AND PUMPS SHALL BE IN ACCORDANCE WITH AWWA C653 REQUIREMENTS AND ANY NECESSARY FIELD DECHLORINATION SHALL BE COMPLETED IN ACCORDANCE WITH AINNA C655. PROPOSED PROCESS PIPING PLAN SCALE: 1/2'' = 1'-0" EXISTING PLANT No. 1 - PROCESS PIPING PLAN • REVISIONS BID SET 0 2023 Midwestern Cnginc'Crs. lnc. 802 West Broadway Streel P.O. Box 295 Loogomc-e. lndinna 47553 DATE NOV. 2023 DESIGN J.W.W. DRAWN M M C./K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 M1 .01 26 OF 47 I FlLE NUMBER I _ 43645 . Do Not Use Plan Previews for Take Off