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t1'-0,$ 4'-0" 12" 12„ 12„ <br />At Grass Broom Finish Surface 1 <br />Areas Conform to Existing <br />Concrete Driveways <br />1-1/2"x3-1/2" Key o <br />Unless Poured N Conform to <br />4- Dpi 4 <br />45 ---*—Monolithic 3/4„ Planed Surface <br />Min. 2% ` , 1 1/2" <br />x\ )110-1 /2" <br />6„ 12"— <br />(Typ-) <br />5 No. 5/8" x 24" long steel <br />dowels, greased and wrapped <br />one side through all <br />expansion joints <br />GENERAL NOTES <br />6" _ 12' <br />4' (Min.) Aggregate Subbase, <br />Class IV. Compacted to a min. <br />relative compaction of 90% <br />3 <br />Place Asphalt Concrete <br />(Misc. Areas) <br />A Note: Depress Curb, Gutter and Sidewalk as necessary to match existing <br />driveway grades. 3" nominal curb height may be reduced to a <br />minimum of 1" for isolated locations. A 3' transition shall be placed <br />between sections of normal C.G. & S. and depressed C.G. & S. <br />CURB, GUTTER AND SIDEWALK <br />1. Match new joint and score mark spacing to existing Crack Control Joints whenever possible. <br />2. Install Expansion Joints at beginning and end of new sidewalk. <br />3. All new CG&S shall conform to the existing flowline elevations, with a <br />straight grade between conforms. <br />4. Existing drainage facilities, fences, water valves, sprinkler heads, trees, shrubs, poles, signs, <br />and CG&S shall remain in place unless otherwise noted on the plans. <br />5. At locations where existing and new CG&S join, a 3' (minimum) to <br />5' (maximum) transition shall be constructed. <br />6. All Minor Concrete (CG&S) work that is to be removed shall be saw cut <br />7. Any reference to Class B concrete in these Plans or the Special Provisions shall be amended to read <br />"Class 3 concrete". <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />DRAWN BY DATE O&OJECT ENGINEER DATE I CHECKED <br />G Xiong 4/25/12Vk f-SC-12. <br />CONSTRUCTION DETAILS <br />DATE <br />Ohs <br />SIDEWALK REPAIR PROGRAM PHASE 10 I Sheet No. <br />(Various Locations in Country Club and Lincoln Village) 6 of 8 <br />