Midwestern Engineers, Inc. Plan Preview

P.O. Box 295 Loogootee, Indiana 47553 Midwestern Engineers, Inc. 802 West Broadway Street 20 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 BID SET Author: AEWALD, Plot Date: 3/19/2025 1:17 PM Path: Z:\CAD_INCOMPLETE\2024094-00_AKRON_PUBLIC WATER SYSTEM IMPROVEMENTS\025_PRODUCTIONDWG\DIVISION I\03 PLAN SHEETS.DWG PUBLIC WATER SYSTEM IMPROVEMENTS DIVISION I WATER MAIN REPLACEMENT FOR THE TOWN OF AKRON FULTON COUNTY, INDIANA STATE OF No. PE60920059 M A R K M . S U L L I V A N 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 PLAN SHEET 25 3 LINE SEGMENT A STA. 0+00 TO 6+00 LINE SEGMENT A STA. 6+00 TO 12+46 0 15 30 SCALE: 1" = 30' 0 15 30 SCALE: 1" = 30' MATCH LINE STA. 6+00 LINE CONT'D FROM ABOVE MATCH LINE STA. 6+00 LINE CONT'D FROM BELOW CUT, CAP, AND FILL EXISTING 6" WATER MAIN WITH FLOWABLE FILL S. WEST ST. FRONT ST. EXISTING 6" PVC WATER LINE PROPOSED 6" D.I. M.J. 6" TAPPING GATE VALVE CUT & CAP LINE POURED CONCRETE THRUST BLOCK INSTALL 6" HYDRA-STOP 6"X6" STAINLESS STEEL TAPPING SLEEVE EX. 6" PVC CONNECTION DETAIL POINT OF CONNECTION - TIE INTO EX. 6" WATER MAIN WITH A 6"x6"x6" S.S. TAPPING SLEEVE AND 6" GATE VALVE (SEE DETAIL, THIS DRAWING) SR. 19 ASPHALT PROPOSED 6" WATER MAIN CUT, CAP, AND FILL EXISTING 6" WATER MAIN WITH FLOWABLE FILL PROPOSED 6" WATER MAIN SR. 19 ASPHALT SR. 19 ASPHALT SR. 19 ASPHALT POINT OF CONNECTION NOTES: 1. ALL TEES AND 90 DEGREE FITTINGS TO BE INSTALLED LEVEL WITH EXISTING AND PROPOSED WATER MAINS. VERTICAL ELEVATION TO BE GAINED WITH ADDITIONAL VERTICAL FITTINGS AS NECESSARY. 2. FOSTER ADAPTERS MAY BE USED IN PLACE OF ANCHOR COUPLINGS TO CONNECT TO MECHANICAL JOINT APPURTENANCES WHERE ALLOWED BY THE OWNER. 3. ALL CONCRETE THRUST BLOCKS SHALL BE CAST-IN-PLACE AND SHALL BE OF THE DIMENSIONS INDICATED IN THE SPECIFICATIONS. PROTECT MECHANICAL JOINT CONNECTIONS FROM COMING INTO CONTACT WITH THE CONCRETE. 4. ALL D.I. FITTINGS, VALVES, PIPE AND APPURTENANCES SHALL BE COVERED WITH V-BIO POLYETHYLENE ENCASEMENT. 5. ALL MAINS SHALL HAVE TRACER WIRE TO EACH POINT OF CONNECTION. INSTALL (2) 45° D.I. M.J. ELBOWS APPROX. 40 L.F. 6" D.I. WATER MAIN PIPE TO BE RESTRAINED PER DETAIL ON SHEET 5 CONTRACTOR TO FIELD LOCATE EXISTING GAS MAIN AND DEFLECT PROPOSED WATER MAIN BELOW. MAINTAIN MINIMUM 18" VERTICAL SEPARATION PERMANENT EASEMENT (15' FROM RIGHT OF WAY) PERMANENT EASEMENT (15' FROM OF RIGHT OF WAY) INSTALL A NEW 3-WAY FIRE HYDRANT AND 6' GATE VALVE AND CONNECT TO PROPOSED WATER MAIN KEY NOTES: INSTALL A NEW 3/4" COPPER SERVICE LINE FROM PROPOSED WATER MAIN AND CONNECT TO EXISTING CUSTOMER SERVICE LINE. CUT AND CAP EXISTING SERVICE LINE UPSTREAM OF THIS POINT. JACK AND BORE A NEW 3/4" COPPER SERVICE LINE AND SCH 40 STEEL CASING UNDER SR-19 FROM PROPOSED WATER MAIN TO EXISTING CUSTOMER SERVICE LINE INSTALL A NEW 3-WAY FIRE HYDRANT AND 6' GATE VALVE AND CONNECT TO PROPOSED WATER MAIN REMOVE EXISTING FIRE HYDRANT PERMANENT EASEMENT (15' FROM RIGHT OF WAY) PERMANENT EASEMENT (15' FROM OF RIGHT OF WAY) Do Not Use Plan Previews for Take Off