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DRAWING NO.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C2.0 Det211159.dwg9/1/2022PROJECT NO.: <br />PROJECT MANAGER: <br />DRAWN BY: <br />DESIGNED BY: <br />MG <br />RI <br />CONSTRUCTION DETAILS - <br />WATER WORKS <br />DESCRIPTIONDATENO. <br />R E V I S I O N S <br />1 08/05/22 <br />2 08/23/22 <br />3 08/31/22 <br /> <br /> <br /> <br />REVISED PER CITY COMMENTS <br />REV. PER RFI; RAISE ROAD GRADES NEAR ROAD <br />B STA. 32+50REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) <br /> <br /> <br /> <br />ORIGINAL ISSUE DATE:JUNE 6, 2022 <br />DESCRIPTIONDATENO. <br /> <br /> <br /> <br /> <br /> <br /> C2.1211159 <br />CITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA <br />BMc <br />460 Stull Street <br />Suite 300, PMB #20 <br />South Bend, IN 46601 <br />574.360.7674 phone <br />www.v3co.com <br />CAMPUS VIEW - NOTRE DAME <br />CITY PROJECT NO. DP21-06145°WATER MAIN CROSSINGNOTES:1.CONTRACTOR MAY BEND WATER MAIN PIPE UNIFORMLY UNDER SEWERSWITHOUT USING FITTINGS PROVIDED THAT JOINT DEFLECTION DOES NOTEXCEED 5 DEGREES PER JOINT FOR PIPE UNDER 14" IN SIZE AND 3 DEGREESPER JOINT FOR PIPE 14" AND OVER IN SIZE. IF FITTINGS ARE USED,CONTINUOUS STRAPPING WITH RODS, STRAPS, NUTS AND BOLTS BELOWNORMAL WATER MAIN DEPTH ARE REQUIRED OR RETAINER GLANDS MAY BEUSED IN LIEU OF STRAPPING. RETAINER GLANDS TO BE CLOW NO. F-1058, ORAPPROVED EQUAL.2.COMPACTED MATERIAL BELOW SEWER SHALL CONFORM TO STANDARDSPECIFICATION FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS STD.DWG. NO. 20. AND 233.HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS ANDSEWERS SHALL COMPLY WITH SECTION 41-2.01 OF THE STANDARDSPECIFICATIONS FOR SEWERS AND WATER MAIN CONSTRUCTION INILLINOIS, LATEST EDITION.COMPACTED SELECT EXCAVATEDCLASS IV MATERIAL (SEE NOTE NO. 4)PROPOSEDD.I.W.M.GRAVITY SEWER TO BE WATER MAINQUALITY PRESSURE PIPE FOR ADISTANCE 10' ON EITHER SIDE OF THEOUTSIDE WALL OF THE WATER MAIN.EXISTING OR PROPOSED GRADE10'MIN.10'MIN.3'18" <br />MIN. <br /> MIN. <br />4" <br />MIN. <br />5'-0"