Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1803501 thru PS-1804000_ - PS-1803994

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Special Conditions for ENCROACHMENT PERMIT -2- standard, a minimum section of 3 inches of asphalt concrete over 8 inches of aggregate base shall be required. 12. Cherokee Road &Newton Road subject to pavement cuts shall receive a Type 11 Slurry Seal as per San Joaquin County Department of Public Works improvement Standards Section 2-5.0 Trench Cut Policy. Shoulder areas shall be brought up to the finish grade as directed by the County. 13. No paving joints are allowed within paved shoulder; contractor shall pave all the way to ou#er edge of paved shoulder. 14. Class II Aggregate Base shoulder backing is required from the edge of pavement, a minimum of 4 -inches thick by 44eet wide. 15. Contractor shall establish existing roadway and drainage grades within the construction area. Any repair to roadways and adjacent areas shall match existing grades. Any proposed grade changes shall receive prior approval from County. 16. Above ground vaults, panels and/or other similar facilities will be allowed within the right -of --way if located as far to the outside edge as possible. Utility vaults shall be located a minimum of 4'-0" from edge of pavement. 17. County roads shall be kept clean from mud and debris at all times along the access points and work zone areas during entire project. All standard roadway striping and signage shall be clearly visible, maintained and restored throughout the construction zone during and after the project. 18. In addition to standard dust control measures, streets shall be maintained in a clean condition, free of dirt, mud and debris during construction activities. The contractor shall provide daily, and as determined to be necessary by County inspectors, street sweeping using a modern mechanical or vacuum -assisted street sweeper. 19. The contractor shall not conduct construction operations in rain or heavy fog conditions.