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SECTION 2 - STREETS AND PATHS <br />i <br />Ex. Bldg. <br />N <br />A <br />W/2 <br />c <br />� <br />zt <br />a` <br />0 <br />0 <br />� <br />A <br />� <br />A <br />i <br />Curb as Specified <br />o <br />c <br />B <br />1/2" Preformed Expansion Joint <br />Against Building Foundation Face <br />CONCRETE SIDEWALK - COMMERCIAL <br />W/2 W/2 <br />Curb as Specified <br />B <br />1.5% <br />Grade Break if Req'd. <br />LEGEND: <br />AO Expansion Joint - Full Depth <br />SECTION B-B <br />O Contraction Joint <br />NOTES: <br />W Width <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 IlaNlDO"T 5taindaird Slpea:lihlia:abidroina:: Section 501 <br />(Paragraph 501.20). Use a curing compound immediately (White membrane only <br />�� <br />� STI <br />accepted cure). <br />%� <br />4. Concrete forms shall be at least as high as the thickness of the item shown. <br />= 0 <br />Lumber of nominal dimension shall not be used if less than the design thickness. <br />_ • = P E g C 9 5 • <br />5 Properp p T St�ai ndaihd Sl neciifica�Jioi n Section 604 (Paragraph <br />o patio <br />- o <br />rpered fll[IND�� <br />Gor all walks and approaches. <br />= STATE OF <br />� � <br />6. Blankets shall be utilized on concrete when temperature is expected to fall below <br />500F. <br />7. A Pedestrian Access Route (4'-0" min. width, 1.5% max. cross slope) shall be <br />provided within all commercial sidewalks. <br />/ <br />O,k ' -- 6/26/18 <br />REF STD SPEC SEC 2 2 Kara . Boyle , Ph.D.; P.E. Date <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />iTH°� <br />EFFECTIVE DATE: June 26, 2018 �0 i11 ' <br />CITY OF SOUTH BEND <br />�� <br />Item Revision Approved Date�� <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />STANDARD <br />DETAILS - COMMERCIAL SIDEWALK 2-29 <br />