Midwestern Engineers, Inc. Plan Preview

31'-4" 26'-6" 2'-6" 1'-4" 8'-0" 4'-0" 4'-0" 2'-6" 1'-4" 4'-0" 4'-0" 8'-0" 36'-2" 31'-4" M M M 3'-6" STATE OF N 19800122 J O H N W . W E T Z E L P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D I N D I A N A o P.O. Box 295 Loogootee, Indiana 47553 Midwestern Engineers, Inc. 802 West Broadway Street Quality Engineering Services Since 1959 802 West Broadway St., P.O. Box 295 Loogootee, IN 47553 Ph: 812-295-2800 6809 Corporate Drive, Indianapolis, IN 46278 Ph: 317-334-0262 Website: midwesterneng.com Email: meinc@midwesterneng.com Fax: 812-295-2801 Consultants Civil Mechanical Electrical Inc. Engineers, Midwestern 2019 9/18/19 BID SET Author: DKOONTZ, Plot Date: 10/14/2019 8:41 AM Path: Z:\CAD_INCOMPLETE\2018022-00_CITY OF HUNTINGBURG_WS_DISTRIBUTION SYSTEM IMPROVEMENTS AND PLANT UPGRADES\025_PRODUCTIONDWG_DIV 2\12 - MASTER MECHANICAL PLANS.DWG WATER SYSTEM IMPROVEMENTS DIV. II - WATER TREATMENT PLANT IMPROVEMENTS FOR THE CITY OF HUNTINGBURG DUBOIS COUNTY, INDIANA EL. 468.0 EL. 458.5 EL. 457.0 EL. 456.0 EL. 456.0 EL. 458.8 EL. 462.4 EL. 458.8 EL. 462.4 EL. 468.0 EL. 457.0 10" WALL PIPE (MJ x FLANGED) 10" WALL PIPE (MJ x FLANGED) 10" DI CL-350 PIPE 10" DI CL-350 PIPE EX. 10" PLUG VALVE W/ HANDWHEEL OPERATOR (TYPICAL OF 4) REPLACE EX. 2'x2' SLIDE GATE STEM WITH HAND CRANK OPERATOR NEW 10" x10"x10" D.I. TEE AND NEW 10" PLUG VALVE WITH HANDWHEEL OPERATOR (TYPICAL OF 4) CUT IN 12" DIA. OPENING IN EX. WALL (TYP OF 2) WITH LINK-SEAL CUT IN 12" DIA. OPENING IN EX. WALL (TYP OF 2) WITH LINK-SEAL SCALE: 3/16" = 1'-0" CLARIFIER BLOW-DOWN / BACKWASH HOLDING TANK SECTION 1 SCALE: 3/16" = 1'-0" DEMOLITION SECTION EFFLUENT PUMP 2 NEW CLARIFIERS BLOW-DOWN TANK NEW BACKWASH HOLDING TANK EX. CLARIFIERS BLOW-DOWN TANK EX. BACKWASH HOLDING TANK EX. 10" PLUG VALVE W/ HANDWHEEL OPERATOR (TYPICAL OF 4) EX. RECYCLE PUMPS EX. SLUDGE PUMP TO SEWER SYSTEM TO SEWER SYSTEM EL. 458.5 SCALE: 3/16" = 1'-0" PIPE SECTION 3 EL. 458.8 EL. 462.4 EL. 457.0 NEW 10" PLUG VALVE NEW 10" PLUG VALVE DEMOLITION PIPING PLAN FOR PUMPS SCALE: 3/16" = 1'-0" REVISED PIPING PLAN FOR PUMPS SCALE: 3/8" = 1'-0" C3.04 38 39492 SCALE: 1/4" = 1'-0" WALL CUT SECTION 4 SUMP PIPING KEY 1 NEW BACKWASH / BLOW DOWN / SLUDGE WASTE PUMPS. SUPPLY WITH STAINLESS STEEL GUIDERAILS AND LIFTING CHAINS PER PUMP MANUFACTURER. 2 4" D.I. SPOOL 3 4" 90° ELBOW 4 4" CHECK VALVE 5 4" BALL VALVE 6 4"x4"x4" D.I. TEE 7 4" ELECTROMAGNETIC FLOW METER WITH REMOTE TOTALIZER HEAD CAPABLE OF WITHSTANDING SUBMERGENCE 8 FLANGE ADAPTER 9 6"x4" D.I. REDUCER 10 6" SERIES 1100 MEGA-LUG 11 6" D.I. CL-350 PIPE W/POLY. ENCASEMENT 12 8"x4" D.I. REDUCER 13 8" SERIES 1100 MEGA-LUG 14 8" D.I. CL-350 PIPE W/POLY. ENCASEMENT 15 S.S. OR ALUM. ADJUSTABLE PIPE SUPPORT NEW 24"x24" OPENING IN NEW WALL NEW 2'x2' SLIDE GATE ALL EXISTING PIPING, PUMPS AND OTHER APPURTENANCES SHOWN WITH CROSS HATCH TO BE REMOVED AND DISPOSED OF ALL EXISTING PIPING, PUMPS AND OTHER APPURTENANCES SHOWN WITH CROSS HATCH TO BE REMOVED AND DISPOSED OF LEGEND EXISTING PIPING PROPOSED PIPING TO BE REMOVED SCALE: 3/16" = 1'-0" REVISED SECTION EFFLUENT SUMP 2 EX. 10" PLUG VALVE W/ HANDWHEEL OPERATOR (TYPICAL OF 4) NEW 10" x10"x10" D.I. TEE AND NEW 10" PLUG VALVE WITH HANDWHEEL OPERATOR (TYPICAL OF 4) NEW SLUDGE PUMP 2 1 3 4 5 6 2 7 2 8 9 11 1 2 3 1 2 3 1 2 3 10 2 1 3 4 5 6 2 7 2 8 12 14 13 2 1 3 4 5 6 5 2 15 CORE DRILL HOLE IN EX. WALL PER LINK SEAL MANUF. RECOMMENDATIONS FOR A 4" D.I. PIPE GROUT FILL EX. OPENING TROUGH WALL AND RETIRE SECTION OF EX. 4" PIPE IN PLACE 6" D.I. CL-350 COLD WEATHER DRAIN LINE FROM DRYING BEDS REPLACE VALVE EXTENSION STEM AND HANDWHEEL OPERATOR ON EX. 10" PLUG VALVE (TYPICAL OF 4) CUT IN 24"x24" OPENING IN EX. WALL CONTRACTOR SHALL BE REQUIRED TO PROVIDE ANY TEMPORARY PIPING NECESSARY TO ALLOW FILTER BACKWASH TO BE DIVERTED TO THE EX. CLARIFIER BLOW-DOWN TANK DURING THE CONSTRUCTION OF THIS NEW WALL OPENING 15 15 15 E C3.02 NEW SUMP PIT SEE DETAIL E ON SHEET C3.02 CONTRACTOR SHALL LOCATE PROPOSED SUMP IN A MANNER THAT WILL ALLOW FOR PROPER CLEARANCE OF CORE DRILL INSTALLATION. F C3.04 F C3.04 G C3.04 G C3.04 H.D.G. WT6x13 BOLTED TO WALL w/ 5 8 "Øx9" MASONRY ANCHORS SIMILAR OR EQUAL TO "SIMPSON STRONG TIE" TITEN HD ANCHOR H.D.G. C6x10.5 CHANNEL WELDED TO VERT. WT6x13 H.D.G. C6x10.5 CHANNEL H.D.G. 4x4x 1 4 " PLATE WELDED TO C6x10.5 CHANNEL H.D.G. DIAGONAL C6x10.5 CHANNEL WELDED TO VERT. WT6x13 @ BOTTOM & WELDED TO HORZ. C6x10.5 @ TOP H.D.G. 12" LONG L6x6x 1 4 " STL ANGLE WELDED TO VERT. WT6x13 "McNICHOLS CO." MS I-6000 SERIES OR APPROVED EQUAL, DURADEK PULTRUDED MEDIUM GRIT FIBERGLASS GRATING w/ 1 1 2 " DEEP BRG BARS. ALUM. GUARDRAIL SCALE: 1/2" = 1'-0" SECTION AT PLATFORM F SCALE: 1/2" = 1'-0" SECTION AT PLATFORM G H.D.G. C6x10.5 CHANNELS w/ 3"x3"x 1 4 " STL CLIP ANGLES WELDED TO EACH END NOTE: THIS SECTION IS SIMILAR TO SECTION "F" OF THIS SHEET EXCEPT FOR ITEMS NOTED. (2)- 1 2 "Øx2" S.S. BOLTS w/ NUTS H.D.G. 3"x3"x 1 4 " STL CLIP ANGLE WELDED TO END OF C6x10.5 CHANNEL & BOLTED TO OTHER CHANNEL SLATE GRAY MEDIUM GRIT FINISH FRP PANEL SIMILAR OR EQUAL TO "STRONG WELL" UTILICOVER (2" DEEP x 24" WIDE x 6' LONG PANELS) NOTCH FRP PANEL IF NEEDED Do Not Use Plan Previews for Take Off