Midwestern Engineers, Inc. Plan Preview

8" 1'-10" 4'-0" 3'-8" 4'-0" 3'-8" 4'-0" 1'-10" 23'-0" 95'-4" 3'-0" 19'-2" 3'-0" 20'-0" 70'-0" 2'-0" 0'-6" 1'-0" 3'-0" 2'-0" 1'-0" 8" 3'-0" 2'-0" 1'-0" 8" 1'-4" 12" 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: KGAINES, Plot Date: 10/4/2019 9:24 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 SLUDGE DRYING BED SECTIONS WALL CONTROL JOINTS @ 23'-4" O.C. 6" PERFORATED PVC PIPE SLOPE 1% TO DRAIN DRIVE SLOPE 1 4 " PER 1' RAMP SLOPE 1.5" PER 1' 6" D.I. CL-350 PIPE 6" PERFORATED PVC PIPE SLOPE 1% TO DRAIN 6" T. CONC. RAMP W/ 4x4 W4xW4 W.W.R. OVER MIN. 6" COMPACTED SUBBASE No. 5 BARS CONT. EL. 467.5 TOP OF WALL EL. 466.0 GRADE EL. 464.5 TOP OF RUNNERS EL. 463.5 TOP OF FOOTERS EL. 460.5 BOTTOM OF SAND / GRAVEL EL. 466.6' EL. 467.0' EL. 464.5' 6" D.I. INLET Scale: 1/4"=1'-0" SLUDGE DRYING BED SECTION 1 Scale: 1/4"=1'-0" SLUDGE DRYING BED SECTION 2 EL. 464.5 TOP OF RUNNERS / SAND EL. 463.5 TOP OF PEA GRAVEL EL. 463.0 TOP OF FILTER GRAVEL AND FILTER FABRIC EL. 462.0 TOP OF CLEAN STONE EL. 461.5 BOTTOM OF CLEAN STONE 8" T. POURED CONC. WALL W/ No. 5 BARS @ 12" O.C.E.W. 24"x12" STRIP FOOTER WITH (3) No. 5 BARS CONT. & No. 5 DOWELS 6" PERFORATED PVC PIPE SLOPE 1% TO DRAIN EL. 467.5 TOP OF WALL EL. 463.5 TOP OF FOOTERS 6" PERFORATED DRAIN TILE SLOPE 0.61% TO DAYLIGHT 6" PERFORATED DRAIN TILE SLOPE 0.61% TO DAYLIGHT EL. 467.0 GRADE Scale: 1/2"=1'-0" WALL SECTION AND MEDIA DETAIL 3 Scale: 1/2"=1'-0" WALL SECTION 4 EL. 467.5 TOP OF WALL EL. 463.5 TOP OF FOOTERS EL. 464.5 TOP OF RUNNERS / SAND MEDIA NOTES: 1. DEPTH OF SAND VARIES WITH SLOPE OF DRAINAGE PIPE 2. DEPTH OF PEA GRAVEL, FILTER GRAVEL, AND CLEAN STONE TO REMAIN CONSTANT RELATIVE TO DRAINAGE PIPE EL. 466.0 TO A 467.0 GRADE TYPICAL CONTROL JOINT DETAIL Do Not Scale KEYED JOINT W/ 6" VINYL OR PVC WATERSTOP 3 4 " CHAMFER WITH CAULKING/SEALANT C4.02 40 39490 (2) No. 5 BARS CONT. (2) ROWS #4 BARS @ 12" O.C.E.W. TYP. FOR 12" SLABS 18" PVC PIT WITH REINFORCED RIBS GRADE NEEHAH 18" FRAME R-1772 C.I. FRAME AND COVER SET FLUSH WITH GROUND 6"x6" CROSS 6" LONG RADIUS ELBOW EL. 464.4 TOP OF CHAT 1" SAND OVER 11" CHAT OVER 6" PEA GRAVEL OVER FILTER FABRIC OVER 12" FILTER GRAVEL OVER 6" CLEAN STONE 1" SAND OVER 11" CHAT OVER 6" PEA GRAVEL OVER FILTER FABRIC OVER 12" FILTER GRAVEL OVER 6" CLEAN STONE Do Not Use Plan Previews for Take Off