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-------------- <br /> CONCRETE CURB, GUTTER AND SIDEWALK CONSTRUCTION NOTES <br /> al CURB, GUTTER AND SIDEWALK CONSTRUCTION SHALL CONFORM TO SECTION 7 <br /> STANDARD SPECIFICATIONS, CALIFORNIA DEPARTMENT OF TRANSPORTATION 3, <br /> (CALTRANS), EXCEPT AS MODIFIED HEREIN. <br /> j REFERENCE IS MADE TO THE LOCAL AGENCIES STANDARD SPECIFICATIONS' <br /> ADDITIONAL REQUIREMENTS RELATING TO THE CONSTRUCTION OF CONCRETE OR <br /> CURB, GUTTER, & SIDEWALK. <br /> 3� SUBGRADE FOR CURB, GUTTER, SIDEWALK AND DRIVEWAYS SHALL BE COMP <br /> TO A MINIMUM RELATIVE COMPACTION OF 90q; ACTED <br /> SUBGRADE "R" VALUE IS LESS THAN 50, PLACE O4"4MINIMUM TH OOF6AGGREGATE THE <br /> SUBBASE CLASS IV UNDER THE CONCRETE SECTIONS AND COMPACT TO A <br /> MINIMUM OF 907., <br /> �4 ALL RADII FOR ROUNDING EDGES SHALL BE 3/4" UNLESS NOTED. <br /> 75 CONCRETE SHALL BE CLASS B, PER CALTRANS SECTION 90. <br /> © EXPANSION JOINTS AND WEAKENED PLANE JOINTS SHALL BE INSTALLED A <br /> INDICATED ON THE PLANS OR STANDARD DETAILS. S <br /> 7 CURB, GUTTER AND SIDEWALK SHALL HAVE A LIGHT BROOM FINISH; <br /> CURB AND GUTTER PARALLEL TO THE FLOW LINE, <br /> SIDEWALKS PERPENDICULAR THE FLOWUNE. <br /> I8 DEPRESS A 2" HIGH LETTER "W' OR "S' 1/4" DEEP INTO THE TOP OF T <br /> CURB TO IDENTIFY SERVICE LOCATIONS. HE <br /> 79 DURING CONSTRUCTION OF GUTTERS, WATER SHALL BE USED TO INSUR <br /> PROPER DRAINAGE ALONG THE FLOWLINE_ E <br /> REVISrON DATE COUNTY WIDE IMPROVEMENT STANDARDS ROVED BY <br /> COUNTY OF SAN JOAOUIN <br /> CONCRETE CURB, GUTTER 5AN J OUiN COUNTY A E <br /> AND SIDEWALK DIRECTOR OF PUBLIC WORKS <br /> CONSTRUCTION STANDARDS IMPROVEMENT <br /> STANDARD NO. CW-C1 <br />