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MAI <br />cf) <br />�a <br />I�0 <br />CJ iii � r <br />\ <br />p \ \ <br />Existing mailboxes \\ <br />to remain in place <br />Existing Sprinkler to <br />remain in place (typ) <br />Place 15'x5' curb ramp, <br />and standing pad. See <br />romp detail on Sheet 10. <br />Wigwam Drive @ Cherokee Road <br />GENERAL NOTES <br />1. Match new joint and score mark spacing to existing Crack Control Joints whenever possible. <br />2. All new CG&S shall conform to the existing flowline elevations, with a straight grade between conforms <br />or with straight grodes from each conform to the final SDI elevation. <br />3. Existing drainage facilities, fences, water valves, sprinkler heads, trees, shrubs, poles, signs, and CG&S <br />shall remain in place unless otherwise noted on the plans. <br />4. All CG&S work that is to be removed shall be saw cut and/or removed to the limits shown on the <br />plans. The cost for saw cutting shall be considered as paid for under the various items of work involved. <br />5. All storm drain inlets, including those being adjusted, shall be protected from liquid runoff sediment <br />and chemical pollutant in a manner consistant with the requirements of the National Pollution Discharge <br />Elimination System (NPDES) General Construction Permit. <br />6. Any reference to Class 6 concrete in these Plans or the Special Provisions shall be amended to read <br />"Class 3 concrete". <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />D. G. /D. B. 8/07 M.. <br />Wigwam <br />No SCALE I PROJECT SITE DETAILS <br />DATE APPROVAL RECOMMENDED DATE <br />Awal.,44 L <br />Place 15'x5' curb ramp, <br />and standing pod. See <br />romp detail on Sheet 10. <br />Existing sprinkler to <br />remain in place <br />Existing pole to <br />remain in place <br />0 <br /><01, <br />Drive @ Lance Drive <br />BUS STOP IMPROVEMENTS <br />Sheet No. <br />11 of 12 <br />it <br />