Laserfiche WebLink
s <br /> 10' 2' <br /> S= 1/4" in I' 64 <br /> ti <br /> IM 1!E <br /> 4" Class 2 AB } <br /> Compacted to 95% „ <br /> t3 of 90% <br /> Compacted Native 6' 2' 6" aggregate base <br /> Compacted to 95% <br /> SECTION <br /> Weakened plane Score <br /> joint line <br /> I I/B" <br /> ako <br /> WEAKENED PLANE <br /> Tree well JOINT <br /> 4' 8' <br /> PLAN <br /> NOTES <br /> 1 . Subgrade shall be 6" of 901 compacted native. <br /> 2. Concrete shall be five sack Class "B" with a minimum strength of 2500 PST. It <br /> shall have 3/4" max. aggregate size and have 1/2 lb. lampblack per yard. <br /> 3. Expansion joints shall be shaped to fit concrete and placed at EC, BC drop <br /> inlets and at max. 200' intervals. <br /> 4. The top and face of curb shall be true, straight and free of irregularities. <br /> The surface must not vary more than 1/4" from a 10' straight edge placed on its <br /> surface. The width must be uniform. <br /> 5. All exposed corners shall have a 1/2" radius . <br /> 6. Concrete shall have light broom finish and an impervious membrane or spray cure. <br /> 7. Expansion joints shall be filled with 114" thick premolded joint filler per <br /> Caltrans specification 51-1.12C (ASTM D 1751) . <br /> __J <br /> CITY OF TRACY <br /> �� REV EW STANDARD <br /> •; 1 G N E RCE 2 6 1 No. 122 <br /> _... Ree No: 87— 364 DATE :Dec.22,1987 <br /> +. � Rev: Rev: 10' SIDEWALK <br /> Rev: Rev: <br />