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RM <br /> 10, Z' <br /> IN <br /> I I I <br /> 4 Class 2 AS \ <br /> Compacted to 95% �.....- -� 4" Clays 2 <br /> 6"of 90% 6" 2` 6, aggregate base <br /> Compocied Nolive Compacted to 95% <br /> SEC ' 0-N <br /> Weakened plane Scare <br /> join! line <br /> �W WEAKENED PLANE <br /> k J(DIN Y <br /> "� Tree well <br /> 4' 6' <br /> PLAN <br /> NOTES <br /> 1. Subgrade shall be 6" of 90I compacted native. <br /> 00 <br /> ! 2. Concrete shall be five sacklass -B, with <br /> a inimufZ lb. strenlampbgthkof 25peryardSl it <br /> PSI. <br /> have 314" max. aggregate <br /> 3. Expansion joints shall be shaped to fit concrete and placed at £C, 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 /> its <br /> The surface must not vary more than 114" from a 10straight edge placed <br /> surface. The width must be uniform. <br /> 5. All exposed corners shall have a lit' radius. <br /> 6. Cancrete shall have light broom finish and an impervious membrane or spray cure. <br /> 7. , Expansion joints shall be filled with 1141 thick premolded joint filler per <br /> Caltrans specification 51-1.12C (ASTM D 1751) . <br /> CITY OF 'TRACY <br /> )vtN&D <br /> REV� /I - STANDARD---- - - <br /> y �� PLAN 1�2- - --- <br /> EI•? ft 2 6 01 No. <br /> Rea No:87-364 DA'Z'E :Dec.22,l997� R 10' SIDEWALK <br /> Rev: Rev: <br /> • Rev: Rev: <br />