Laserfiche WebLink
rw <br /> a'. <br /> rr <br /> 6" <br /> i+ <br /> = I/4 in k <br /> j t.1 <br /> Class 2 <br /> 4" Class 2 A.B. I aggregate 'NEAKENED <br /> Compacted to g" 2' 6" PL AN E JOINT <br /> 95% <br /> Compacted Native <br /> Weakened pione <br /> joint AScore line <br /> Direction of <br /> g' 4' broom finish <br /> N ' <br /> 1. subgrade shall be 6" of 90z compacted native or moist undisturbed native <br /> subgrade may be approved the City Engineer. <br /> 2. Concrete shall be: five sack Class "B" 2500 P51 at 2B days; 4" maximum slump; <br /> 314" maximum aggregate size; 112 pound lampblack per yard. <br /> g. Expansion joints shall be shaped to fit concrete and placed at EC, HC, drop <br /> 1 inlets and at 200' maximum intervals. <br /> 4. The top and surface of the curb shall be true, straight and free of <br /> irregularities. The surface must not vary more than 114' from a 10' straight <br /> edge placed on its surface. The width must be uniform. <br /> 5. Sidewalks, gutters, islands and driveways shall have surfaces free of blemishes. <br /> The surface shall not vary more than 114" from a 10' straight edge except of <br /> grade changes. <br /> 5. All'exposed corners shall have a 112' radius. <br /> 7. Concrete shall have a light broom finish and an impervious membrane or spray <br /> cure. <br /> CITY OF TRACE' <br /> R <br /> ICW M. IF-WED D STANCi 'y PLAN 124 124 <br /> - -- ----- --- -- -- ' IT ENGIN ER RCE t No <br /> Flee No:87—36 4 DATE: Dec.22,19 67 - RESIDENTIAL <br /> Rev: Rev: SIDEWALK <br /> Rev: Rev: <br /> — m�n�ar�c+�ncvm�mn °m11�ItRv1 <br />