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0 D M X TI r m z 0 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed between the layers. 2. Pavement core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within the sectional planing depth of the existing roadway. 3. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 4. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 5. Existing highway and utility facilities must remain in place unless otherwise noted. 6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 7_ Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or obstruct the existing drainage. 8. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA pavement. No Shoulder Backing material will be deposited or drifted on the final layer of HMA surfacing. Where the shoulder placer ent exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 9. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. COUNTY OF SAN JOAQUIN DRAWN BY I DATE I PROJECT ENGINEER 10. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour prior notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 11. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 12. Hand grinding of AC pavement will be required at locations where existing highway and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Cold Plane Pavement. 13. The Contractor must obtain an Encroachment Permit from the State of California for traffic control or any work within the State's jurisdiction. Payment for this will be considered as included in the contract prices paid for various items of work involved 14. The Contractor must notify the City of Stockton at (209) 937-8706 72 hours in advance of adjusting the City of the Stockton facilities to finished grade. Refer to the City of Stockton Standards for adjusting facilities to grade. 15. Existing water valve frames and covers to be adjusted by others. NO SCALE I GENERAL NOTES DATE I CHECKED I DATE Shawn Davis 1 01/2021 Ifi� - L- I AX -41 1 40,44- 7 /• , 1 I� /Z/ RECORD DRAWING Corrections By No Changes By - -� Date _a Any Person Using This Drawing Sh Id Ve All Information By Inspecting The Site Of work LILLIAN AVENUE AND STOKES AVENUE RESURFACING I Sheet No. (Miner Avenue to State Route 26; State Route 26 to North End) 2 of 6