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B <br />B <br />B <br />A <br />W/2 W/2W/2W10' Min.Curb as Specified <br />Ex. Bldg.1.5% PreferredA <br />2'-0"Min.Typ. Hydrant <br />1/2" Preformed Expansion Joint <br />Against Building Foundation Face <br />A <br />W/2 <br />1.5%4"Min.B <br />W/2 <br />Curb as Specified <br />Grade Break if Req'd. <br />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 />DETAILS - COMMERCIAL SIDEWALK 2-29 <br />2-2 <br />June 26, 2018 <br />SECTION 2 - STREETS AND PATHS <br />NOTES: <br />1.Class "A" concrete to be used in all walks and approaches. <br />2.Utility poles, hydrants, etc. must be wrapped with 1/2" expansion material prior to <br />concrete pour. <br />3."Curing Concrete"- As per INDOT Standard Specifications Section 501 <br />(Paragraph 501.20). Use a curing compound immediately (White membrane only <br />accepted cure). <br />4.Concrete forms shall be at least as high as the thickness of the item shown. <br />Lumber of nominal dimension shall not be used if less than the design thickness. <br />5.Proper compaction per INDOT Standard Specification Section 604 (Paragraph <br />604.03(b)) is required for all walks and approaches. <br />6.Blankets shall be utilized on concrete when temperature is expected to fall below <br />50°F. <br />7.A Pedestrian Access Route (4'-0" min. width, 1.5% max. cross slope) shall be <br />provided within all commercial sidewalks. <br />CONCRETE SIDEWALK - COMMERCIAL <br />SECTION B-B <br />LEGEND: <br />Expansion Joint - Full Depth <br />Contraction Joint <br />W Width