Midwestern Engineers, Inc. Plan Preview

CS CS CS CS CS CS CS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EL. 456.0' EL. 456.0' EL. 468.0' EL. 468.0' EL. 457.0' EL. 457.0' EL. 466.6' EL. 467.0' EL. 464.5' 1'-10" 4'-0" 3'-8" 4'-0" 3'-8" 4'-0" 1'-10" 8" 17'-6" 91'-4" 4'-0" 23'-0" 23'-0" 8" 23'-0" 8" EL. 467.5' EL. 467.5' EL. 464.5' 21'-8" 2'-0" 21'-8" 2'-0" INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' INV. 462.0' EL. 467.5' EL. 464.5' EL. 467.5' EL. 464.5' EL. 467.5' EL. 464.5' EL. 467.5' EL. 464.5' EL. 466.6' EL. 467.0' EL. 464.5' EL. 466.6' EL. 467.0' EL. 464.5' INV. 460.34' INV. 459.5' 14'-6" 3'-0" 20'-0" 70'-0" 0'-8" 23'-0" 8" 8" 23'-0" 8" 95'-4" 2'-0" M M INV. 459.5' M INV. 461.20' INV. 461.15' INV. 461.10' INV. 461.05' INV. 461.00' INV. 460.95' INV. 460.90' INV. 460.85' INV. 460.80' INV. 460.75' INV. 460.70' INV. 459.5' INV. 459.5' INV. 459.5' INV. 460.66 INV. 458.5 INV. 461.25' 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: TKIDWELL, Plot Date: 10/10/2019 3:38 PM 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 SLUDGE DRYING BED FOUNDATION / FLOOR PLAN VIEW SCALE: 3/16" = 1'-0" WALL CONTROL JOINTS @ 23'-4" O.C. 6" PERFORATED PLASTIC PIPE SLOPE TO DRAIN DRIVE SLOPE 1 4 " PER 1' RAMP SLOPE 1.5" PER 1' 24"x12" STRIP FOOTER WITH (3) No. 5 BARS CONT. & No. 5 DOWELS 1 C4.02 2 C4.02 6" D.I. CL-350 PIPE W/ POLY. ENCASEMENT 4" T. POURED CONC. SLAB W/ 6x6 W1.4xW1.4 W.W.R. INSTALL 357 L.F. OF 6" PERFORATED DRAIN TILE @0.61% SLOPE (START INV. 460.34 TO END INV. 458.16) SEE PIPING SITE PLAN ON SHEET GC.03 FOR CONTINUATION SEE SHEET C4.03 FOR PLAN AND PROFILE VIEW EX. 4" D.I. LINE TO EX. INTAKE PUMP STATION TO BE RETIRED IN PLACE 6" PVC SDR-26 @0.63% SLOPE 3 C4.02 4 C4.02 6" PVC SDR-26 PIPE @ 0.63%± SLOPE C4.01 39 39491 EX. 4" D.I. LINE TO SANITARY SEWER MAIN / RECEIVING STREAM TO BE RETIRED IN PLACE / REMOVED AS REQUIRED NEW 8" D.I. FORCE MAIN SEE SHEET D1.01 CUT, CAP AND RETIRE EX. 4" ON BOTH LIVE AND RETIRED SECTIONS OF MAIN LEGEND EXISTING PIPING PROPOSED PIPING SEE SHEET C4.03 FOR PROFILE VIEW DRYING BED No. 4 DRYING BED No. 3 DRYING BED No. 2 DRYING BED No. 1 NEW 6" D.I. CL-350 PIPE W/ POLY. ENCASEMENT NEW 8" D.I. CL-350 PIPE W/ POLY. ENCASEMENT NEW SANITARY SEWER MANHOLE No. 1 RIM EL: 464.8 INV. EL: 460.66 SEE SHEET C4.03 FOR DETAILS OLD 6" FIELD TILE DRAIN CUT, CAP AS NECESSARY FOR CONSTRUCTION OF DRYING BEDS 6" GATE VALVE (NORMALLY CLOSED) EX. 4" DRAIN LINE NO LONGER IN USE CUT, CAP AND PLUG AS NECESSARY FOR CONSTRUCTION OF DRYING BEDS 6" D.I. CL-350 PIPE W/ POLY. ENCASEMENT COLD WEATHER DRAIN LINE 6" CLEANOUT (TYP.) PERFORATED PIPE (TYP.) SOLID WALL PIPE (TYP.) EXISTING POWER AND CONTROL WIRING TO BE PULLED FROM CONDUIT AND EXISTING CONDUIT WILL BE RETIRED IN PLACE. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION. Do Not Use Plan Previews for Take Off