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Special Conditions for -3- <br />ENCROACHMENT PERMIT <br /> <br /> <br />25. 13th Street subject to pavement cuts shall receive a seal coat on the half of the roadway <br />containing the trench as per San Joaquin County Department of Public Works Improvement <br />Standards Section 2-5.0 Trench Cut Policy. Shoulder areas shall be brought up to the finish <br />grade as directed by the County. <br /> <br />26. D Street subject to pavement cuts shall receive a seal coat on the half of the roadway containing <br />the trench as per San Joaquin County Department of Public Works Improvement Standards <br />Section 2-5.0 Trench Cut Policy. Shoulder areas shall be brought up to the finish grade as <br />directed by the County <br />27. B Street (if) subject to pavement cuts shall receive an overlay per San Joaquin County <br />Department of Public Works Improvement Standards Section 2-5.0 Trench Cut Policy. Shoulder <br />areas shall be brought up to the finish grade as directed by the County <br /> <br />28. Final paving for trench repair or road resurfacing shall be per Caltrans’ specifications and shall <br />not occur between November 1 and March 31, without prior authorization from the San Joaquin <br />County Department of Public Works Field Engineering Division, contact them at 209-953-7421 <br /> <br />29. No paving joints are allowed within paved shoulder; contractor shall pave all the way to outer <br />edge of paved shoulder. <br /> <br />30. Class II Aggregate Base shoulder backing is required from the edge of pavement, a minimum of <br />4-inches thick by 4-feet wide. <br /> <br />31. Contractor shall establish existing roadway and drainage grades within the construction area. <br />Any repair to roadways and adjacent areas shall match existing grades. Any proposed grade <br />changes shall receive prior approval from County. <br /> <br />32. Above ground vaults, panels and/or other similar facilities will be allowed within the right-of-way if <br />located as far to the outside edge as possible. Utility vaults shall be located a minimum of 4’-0” <br />from edge of pavement. <br />33. County roads shall be kept clean from mud and debris at all times along the access points and <br />work zone areas during entire project. All standard roadway striping and signage shall be clearly <br />visible, maintained and restored throughout the construction zone during and after the project. <br /> <br />34. The contractor shall not conduct construction operations in rain or heavy fog conditions. <br /> <br />35. In addition to standard dust control measures, streets shall be maintained in a clean condition, <br />free of dirt, mud and debris during construction activities. The contractor shall provide daily, and <br />as determined to be necessary by County inspectors, street sweeping using a modern <br />mechanical or vacuum-assisted street sweeper.