Midwestern Engineers, Inc. Plan Preview

'A' 'A' 'A' 'A' 'A' NOTES: 1. FITTINGS TO BE RESTRAINED WITH EBAA IRON MEGA-LUG SERIES 1000 OR 2000 PV OR APPROVED EQUAL FOR DUCTILE IRON OR PVC WATER MAIN, RESPECTIVELY. 2. DUCTILE IRON PIPE SHALL BE RESTRAINED WITH EBAA IRON, INC. SERIES 1100 AT MECHANICAL JOINTS, AND SERIES 1700 AT PIPE BELLS. 3. PVC PIPE SHALL BE RESTRAINED WITH EBAA IRON, INC. SERIES 2000 AT MECHANICAL JOINTS, AND SERIES 1600 OR 2800 AT PIPE BELLS. 4. TO STABILIZE THE JOINTS AT TEES, THE CONTRACTOR SHALL PROVIDE RESTRAINT DEVICES ON BOTH RUN JOINTS OF ALL TEES. FULL LENGTHS OF PIPE SHOULD BE USED AT TEES. NOTE: TABLE VALUES BASED UPON A 4' MINIMUM BURY, GRANULAR BACKFILL, TYPE 2 LAYING CONDITION. 150 psig TEST PRESSURE AND A 2:1 FACTOR OF SAFETY FOR POLY WRAPPED DUCTILE IRON OR PVC PIPE. RESTRAINED JOINT FITTING DETAILS 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 1:22 PM Path: Z:\CAD_INCOMPLETE\2024094-00_AKRON_PUBLIC WATER SYSTEM IMPROVEMENTS\025_PRODUCTIONDWG\DIVISION I\04 DETAILS.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 DETAILS 25 5 Do Not Use Plan Previews for Take Off