Midwestern Engineers, Inc. Plan Preview

INV. 459.5' INV. 459.5' INV. 459.5' INV. 459.5' INV. 459.5' INV. 467.5' INV. 467.5' 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. 461.25' INV. 460.66 INV. ±458.49 4'-0" 5" GRADE EXISTING SANITARY SEWER TO BE PROTECTED AND SUPPORTED DURING EXCAVATION PRECAST CONC. MANHOLE SECTION "B-B" STAINLESS STEEL BOOT CLAMP 24" NEENAH R-1780-A MANHOLE FRAME, TYPE "B" LID WITH GASKETED SEALS, AND CANCELED PICK HOLES OR EQUAL PLASTIC COATED STEEL MANHOLE STEPS 12" WIDE 10" O.C. CAST IN PLACE OR PRESS FITTED INTO PREFORMED HOLES IN CURED CONCRETE AS MANUF. BY CP OR APPROVED EQUAL 12" SANITARY SEWER DOGHOUSE MANHOLE No. 2 DETAIL "B" "B" RUBBER BOOT WITH EXPANDING BAND FOR WATERTIGHT CONNECTION (TYP.) SLOPE OF FLOW LINE STRAIGHT THRU MANHOLE SHALL MATCH PIPE GRADE INTO AND OUT OF MANHOLE AND PLAN SHEET INVERT STAINLESS STEEL BOOT CLAMP SLOPE 1 2 " / FT. NOT TO SCALE NOT TO SCALE PRECAST CONCRETE ADJUSTMENT RINGS 2" MIN. - 12" MAX. SEE ADJUSTING RING DETAIL INFLOW PREVENTER REQUIRED FOR ALL MANHOLES AS REQ'D EAST JORDAN 1040M1 1046Z OR APPROVED EQUAL. RIM ELEV. SECTION VIEW SANITARY SEWER MANHOLE No. 1 DETAIL PLAN VIEW 4'-0" 4" AS REQ'D DIA. 2'-0" NOT TO SCALE 12" CONTRACTOR SHALL SEAL OPENING AROUND PIPE WITH NON-SHRINK GROUT 12" SLAB W/#5 REBAR E.W. POURED IN PLACE OVER 6" MIN. #8 STONE SUBBASE E E E E E E E E E E E E E E E E E E E E E EL. 467.5' EL. 464.5' EL. 467.5' EL. 464.5' EL. 467.5' EL. 464.5' INV. 459.5' 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. 460.66 85' OF 6" PVC SDR-21 FORCE MAIN 87' OF 6" PVC SDR-21 AT 0.63% SLOPE 41' OF 6" PVC SDR-21 VARIABLE SLOPE 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 9:25 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 PROFILE AND DETAILS PROFILE OF DRYING BED EFFLUENT PIPING SCALE: 1/8" = 1'-0" C4.03 41 39489 EXISTING GRADE NEW SLUDGE DRYING BED SEE SHEET C4.01 FOR PLAN VIEW DRYING BED MANHOLES PLAN VIEW SCALE: 1/8" = 1'-0" LEGEND EXISTING PIPING PROPOSED PIPING 12" FINISHED WATER 8" WATER 18" RAW WATER 8" FORCE MAIN 12" STORM SEWER 8" SANITARY SEWER 14" PLRWSD WATER MAIN DRYING BED No. 2 DRYING BED No. 1 41 L.F. OF 6" PVC SDR-26 PIPE AT VARIABLE SLOPE 6" PVC SDR-26 PIPE @ 0.63%± SLOPE NEW SANITARY SEWER MANHOLE No. 1 RIM EL: 464.8 INV. EL: 460.66 SEE DETAIL THIS SHEET NEW SANITARY SEWER MANHOLE No. 2 RIM EL: ±465.0 INV. EL: ±458.49 SEE DETAIL THIS SHEET NEW SANITARY SEWER MANHOLE No. 1 RIM EL: 464.8 INV. EL: 460.66 SEE DETAIL THIS SHEET NEW SANITARY SEWER MANHOLE No. 2 RIM EL: ±465.0 INV. EL: ±458.49 SEE DETAIL THIS SHEET TOP OF FOUR (4) ELECTRIC CONDUITS POTHOLED ON 8/20/19 EL: 459.8 THRU 459.4 CHEMICAL FEED CONDUITS 18" RAW WATER 8" FORCE MAIN 12" STORM SEWER 8" SANITARY SEWER 6' OF 6" PVC SDR-21 AT 0.63% SLOPE TOP OF 8" SANITARY SEWER POTHOLED ON 8/20/19 EL. 457.33 TOP OF 12" STORM SEWER POTHOLED ON 8/20/19 EL. 457.75 TOP OF 8" FORCE MAIN POTHOLED ON 8/20/19 EL. 458.71 TOP OF 18" RAW WATER POTHOLED ON 8/20/19 EL. 458.13 TOP OF 2" CHEMICAL FEED CONDUIT POTHOLED ON 8/20/19 EL. 459.4 EX. 6" DRAIN TILE INSTALL 357 L.F. OF 6" PERFORATED DRAIN TILE @0.61% SLOPE (START INV. 460.34 TO END INV. 458.16) 6" PERFORATED DRAIN EXISTING MIXED OXIDANT DISINFECTION CHEMICAL FEED LINE TO BE RETIRED IN PLACE. CUT, CAP AND PLUG AS REQUIRED. SEE ELECTRICAL SITE PLAN FOR REVISIONS Do Not Use Plan Previews for Take Off