Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2012_PS-1201501 thru PS-1202000_ - PS-1201978

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PS-1201978 June 4, 2013 SPECIAL CONDITIONS FOR MACARTHUR DRIVE - 790068 ENCROACHMENT PERMIT 1. Maintain traffic controls for all roads. Traffic control delays shall not exceed 15 minutes. Two-way traffic shall be maintained during non-working hours with excavated areas backfilled or plated. During working hours, local traffic, emergency and delivery vehicles shall have access provided at all times. 2. Access to all properties shall be maintained at all times except when work is occurring at the access point. Minimal delays will be allowed to provide access within the work zone area. Driveway access shall be fully restored at the end of each workday. Driveways disturbed by the contractor shall be replaced with in-kind or better materials. 3. Residents and businesses shall be notified in writing, as approved by the County, 48-hours in advance of any impacts to their access. 4. Existing fences shall not be removed without written consent signed by the property owner and submitted to the County prior to the removal. Fences removed shall be restored with in-kind or better materials at the edge of the right-of-way. 5. Final paving for road resurfacing shall be per approved improvement plans which are incorporated as part of this permit, and shall not occur between November 1 and March 31, unless authorized by the County. 6. All pavement markings destroyed or obliterated must be replaced in kind by the permittee. Typical pavement markings include, but not limited to, lane lines, centerlines, stop and stop ahead legends, limit lines, raised pavement markers and miscellaneous delineators. 7. The permittee is responsible for any Survey Monuments disturbed by this project and shall file a corner record to reestablish them using a Licensed Land Surveyor. 8. No paving joints allowed within paved shoulder, contractor shall pave all the way to outer edge of paved shoulder. 9. 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. 10. Shoulder backing shall be backed with Class II Aggregate Base from edge of pavement a minimum of 4-inches thick by 4-foot wide. 11. 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. 12. 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, or as needed, street sweeping using a modern mechanical or vacuum-assisted street sweeper.