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Now �f <br /> 5' <br /> 52' <br /> =� N <br /> 6" <br /> S= 1/4"in I <br /> !15E <br /> 4°CLA2 AB <br /> COMRIA0 TO 95% o Standard curls <br /> 6 — 90 /o and gutter <br /> Compacted Native <br /> Weakened planeScore <br /> joint nine <br /> Or �Direction of <br /> broom finish <br /> H <br /> N WEAKENED <br /> PLANE <br /> Center tree in JOINT <br /> 8 planting strip <br /> NOTES <br /> •`, <br /> I . Subgrade shall be 6" of 90Z compacted native or moist undisturbed native subgrade <br /> may be approved the City Engineer. <br /> 2. Concrete shall be: five sack Class "B" 2500 PSI at 28 days ; 4" maximum slump; 3/4" <br /> maximum aggregate size; 1/2 pound lampblack per yard. <br /> 3. Expansion joints shall be shaped to fit concrete and placed at EC, BC, drop inlets <br /> and at 200' maximum intervals. The joints shall be filled with 1/4" premolded <br /> filler conforming to Caltrans Specification 51-1.12C (ASTM D 1751) . <br /> 4. The top and surface of the 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. 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 grade <br /> changes . <br /> 6. All exposed corners shall have a 1/2" radius. <br /> 7. Concrete shall have a light broom finish and an impervious membrane or spray cure . <br /> CITY OF TRACY <br /> Q„ RE lEMEM STANDARD <br /> PLAN 126 <br /> EE R E No. <br /> .__. 3 Res No: 87- 364 DATE : 0ec.22,1987 <br /> SIDEWALK WITH <br /> Rev: Rev: PLANTING STRIP <br /> Rev: Rev: <br />