Midwestern Engineers, Inc. Plan Preview

N: 1110885.73 E: 2981141.02 N: 1110885.73 E: 2980962.62 N: 1110760.73 E: 2980962.62 N: 1110843.24 E: 2981612.38 N: 1110859.23 E: 2981667.73 N: 1110778.61 E: 2981742.43 N: 1110787.37 E: 2981818.49 N: 1110720.11 E: 2980870.40 N: 1110853.63 E: 2981681.64 N: 1110806.88 E: 2981799.75 N: 1110885.73 E: 2981024.95 N: 1110946.52 E: 2981537.20 N: 1110704.27 E: 2981611.41 N: 1110947.69 E: 2981068.24 N: 1110885.73 E: 2981032.85 N: 1110828.24 E: 2981612.38 N: 1110760.73 E: 2981024.95 N: 1110922.55 E: 2981146.68 N: 1110828.24 E: 2981559.91 N: 1110843.24 E: 2981559.95 N: 1110887.06 E: 2981145.95 N: 1110737.61 E: 2981116.28 N: 1110790.40 E: 2981141.02 N: 1110720.11 E: 2981116.28 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 7:19 AM Path: Z:\CAD_INCOMPLETE\2018022-00_CITY OF HUNTINGBURG_WS_DISTRIBUTION SYSTEM IMPROVEMENTS AND PLANT UPGRADES\025_PRODUCTIONDWG_DIV 2\05 - 08 SITE PLANS.DWG WATER SYSTEM IMPROVEMENTS DIV. II - WATER TREATMENT PLANT IMPROVEMENTS FOR THE CITY OF HUNTINGBURG DUBOIS COUNTY, INDIANA SITE STRUCTURE LAYOUT SCALE: 1" = 40' 0 20 40 EXISTING INTAKE STRUCTURE EXISTING OUTFALL STRUCTURE HIGH SERVICE PUMP STATION 404,000 GALLON CLEARWELL MASTER METER CONNECTION TO DUFF WATER EXISTING BLOW-DOWN TANK EXISTING BACKWASH TANK NEW SLUDGE DRYING BEDS SEE DETAILS ON SHEETS C4.01 THRU C4.03 ELEC. TRANSFORMER C.P. #3 EXISTING SLUDGE BLOW-DOWN VALVE VAULT CONCRETE S.R. 64 HUNTINGBURG LAKE EXISTING WATER TREATMENT PLANT BUILDING SEE DETAILS ON SHEETS C2.01 THRU C2.17 AND SHEETS CFS.01 THRU CFS.11 GC.01 39525 DIV. III - WTP IMPROVEMENTS SOLAR FIELD ADDITION (NOT PART OF THIS CONTRACT) EXISTING FENCE SHOWN WITH CROSS HATCH TO BE REMOVED DRYING BED No. 1 DRYING BED No. 2 DRYING BED No. 3 DRYING BED No. 4 EXISTING 12" PVC TO REMAIN IN PLACE EXISTING CONCRETE SIDE DITCH SHOWN WITH CROSS HATCH TO BE REMOVED INSTALL ONE (1) 12" RCP CULVERT WITH CONCRETE END SECTIONS. SEE DETAILS ON SITE GRADING PLAN, SHEET GC.02 EXISTING SAN. SEWER MANHOLE EXISTING SAN. SEWER MANHOLE INSTALL 1160 L.F. OF NEW CHAINLINK FENCE TO MATCH EXISTING FENCE. SEE DETAIL ON SHEET GC.04 NEW CONCRETE ACCESS DRIVE SEE DETAIL ON SHEET GC.04 CONTRACTOR SHALL STRIP TOP SOIL, PROVIDE ADEQUATE FILL MATERIAL IF NECESSARY AND PROPERLY COMPACT SUB-BASE PRIOR TO PLACING CONCRETE NEW 15' WIDE STONE ACCESS DRIVE SEE DETAIL ON SHEET GC.04 CONTRACTOR SHALL STRIP TOPSOIL, PROVIDE ADEQUATE FILL MATERIAL IF NECESSARY AND PROPERLY COMPACT SUB-BASE PRIOR TO PLACING STONE INSTALL 20' WIDE DOUBLE SWING GATE SEE DETAIL ON SHEET GC.04 CONTROL POINT SCHEDULE ITEM NORTHING EASTING ELEVATION DESCRIPTION C.P. #1 1110741.90 2981005.08 471.78 1/2" REBAR C.P. #2 1110710.27 2980637.12 486.46 1/2" REBAR C.P. #3 1110884.29 2980882.05 480.69 1/2" REBAR C.P. #1 PROPOSED CONCRETE ACCESS DRIVE PROPOSED STONE ACCESS DRIVE EXISTING CHAINLINK FENCE PROPOSED CHAINLINK FENCE EXISTING STRUCTURE PROPOSED STRUCTURE LEGEND EXISTING AMMONIA TANK AND FENCE SHOWN WITH CROSS HATCH TO BE REMOVED EX. STO. EX. STO. DEMO EXISTING INTAKE PUMP STATION. SEE DETAILS ON SHEET D1.01 NEW INTAKE PUMP STATION SEE DETAILS ON SHEETS C1.01 AND C1.02 NEW SAN. SEWER MANHOLE No. 2 SEE DETAILS ON SHEETS C4.01 THRU C4.03 NEW SAN. SEWER MANHOLE No. 1 SEE DETAILS ON SHEETS C4.01 THRU C4.03 NEW BLOW-DOWN TANK SEE DETAILS ON SHEETS C3.01 THRU C3.04 NEW BACKWASH TANK SEE DETAILS ON SHEETS C3.01 THRU C3.04 INSTALL NEW 12" RCP CULVERT WITH CONCRETE END SECTIONS. SEE DETAILS ON SITE GRADING PLAN, SHEET GC.02 TWO (2) EXISTING MONITORING WELLS SHALL BE ABANDONED. REMOVE ALL PORTIONS OF EACH WELL TO A MINIMUM OF 72" BELOW GRADE. PROVIDE A CONCRETE CAP AND ABANDON IN ACCORDANCE WITH DNR/STATE STANDARDS. FILL ANY VOID WITH GRANULAR BACKFILL MATERIAL INSTALL 85 L.F. OF NEW CONCRETE SIDE DITCH SEE SHEET GC.04 FOR DETAILS REMOVE EX. STONE WATER TREATMENT PLANT BUILDING ADDITION SEE DETAILS ON SHEETS C2.18 THRU C2.20 68'x403'x8" THICK NO. 2 CRUSHED STONE ROLLED/COMPACTED IN (2) 4" LIFTS OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC TO BE PLACED AROUND THE DIV. III SOLAR FIELD ADDITION. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FABRIC/STONE WITH THE DIV. III CONTRACTOR. Do Not Use Plan Previews for Take Off