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S Const Limits of Clearing and Grubbing 28' Existing Remove Variable Depth AC m AC Surface 0.35' and Replace with 0.25' AC Remove 0.25' AC Planing Depth�l below lip/EP (Typ) _—Var — — -- -- -- --------Vml--- ------------------- -- — — --- —. Existing Roadway TYPICAL SECTION Existing Curb, Gutter & Sidewalk to remain Christina Avenue: Sto 10+15 to Sta 45+06 in place (Typ) De Ovan Avenue: Sta 10+15 to Sto 44+88 0.25' AC planing as measured below gutter lip/EP. GENERAL NOTES: 1. Prior to commencing any work, it shall be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor shall notify members of the underground service alert (U.S.A.) 48 hours in advance of performing excavation work by calling the toll—free number (1-800-227-2600). 2. The Contractor shall field verify all utility locations and depths. It shall be the Contractor's sole responsibility to locate and protect all existing utilities so that no damage results to them during the performance of this contract. The Contractor shall be required to cooperate with other contractors and utility companies installing new structures, utilities, and services to the project. 3. The Contractor shall be responsible for all permits and licenses required for the construction and completion of the project, and shall perform all work in accordance with the requirements and conditions of all permits and approvals applicable to this project. 4. The Contractor shall exercise due caution and shall carefully preserve bench marks, control points, reference points and all survey stakes, and shall bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 5. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in place for 18 hours. 6. The 0.25' Asphalt Concrete shall be placed in two (2) layers of approximately equal thickness. 7. Hand grinding of Asphalt Concrete pavement will be required where SDIs are within the planing limits. Payment for hand grinding shall be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement. 8. Storm Drain Inlets shall be protected from liquid runoff sediments and chemical pollutant in a manner consistent with the requirements of the National Pollution Discharge Elimination System (NPDES) General Construction Permit and per Special Provisions. 9. Existing drainage facilities, fences, water valves, frames and covers, water meters, trees, shrubs, curb, gutter and sidewalk, etc. shall remain in place unless otherwise noted on the Plans. 10. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the Standard Specifications. All re—testing shall be paid by the Contractor. 11. In addition to locations and quantities stated in the Summary of Quantities (Sheet No. 7), the Resident Engineer will inspect the planed surface and determine any additional locations requiring Pavement Repair. COUNTY OF SAN JOAQUIN �' No scaLE R. P>OYS (%DYf 03/201.3 gad to Mission eet No. of 7