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4'-0" <br />R <br />. <br /> <br />M <br />i <br />n <br />. <br />6" Depth Compacted <br />Aggregate <br />(INDOT No. 8) <br />Rock Facing <br />3:1 <br />4'-0" Min. <br />(Clearance Between Wall <br />or any Fixed Structure) <br />Exist. Ground <br />Conc. Shear Block (Class "A") <br />6" Depth Compacted <br />Aggregate <br />(INDOT No. 8)1'-0" Min.8'-0" Max.Finished <br />Grade1:43'-6" Square <br />PLAN <br />SECTION A-A <br />A A <br />Retaining Wall Type <br />and Design by Engineer <br />Steamer Must Face Roadway <br />6"6/26/18 <br />CITY OF SOUTH BENDItemRevision <br />STANDARD <br />EFFECTIVE DATE: <br />REF STD SPEC SEC <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />Kara M. Boyles, Ph.D., P.E. Date <br />WALL REQUIREMENTS FOR HYDRANTS 5-12 <br />5-2.6 and 5-3.10 <br />June 26, 2018 <br />SECTION 5 - WATER WORKS