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GENERAL NOTES 1. 0.17' HMA Overlay must be placed in one (1) layer. 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 4. Existing highway and utility facilities must remain in place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 6. 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. 7. 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 placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 8. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. Shoulder Detail See Sheet 7 16 ETW — 4' 57 M Var Depth-' HMA Overlay(TYP) COUNTY OF SAN JOAQUIN DRAWN BY �. Gam6ini/S. Castaneora Const I i Limits of Clearinq and Grubbin I Limits of I HMA Overl 12' v 0.17' HMA Overlay 9. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hours notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 10. The Contractor must notify the City of Stockton at (209) 937-5658 72 hours in advance of adjusting the City of Stockton's facilities to finished grade. Refer to the City of Stockton Standards for adjusting facilities to grade. 11. The Contractor must obtain all permits and licenses required for the construction and completion of the project, and must perform all work in accordance with the requirements and conditions of all permits and approvals applicable to the project. 12. Hand grinding of AC pavement will be required at locations where existing highway and utility facilities are within the Planing AC and Pavement Repair limits. Payment for hand grinding must be considered as included in the contract unit price paid for Planing AC Pavement, 13. 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. EP 16' Shoulder Detail ETW See Sheet 7 12' 4' ch Existing 57� TYPICAL SECTION Washington Street: Sta 10+15 to Sta 53+30 Existing Roadway No SCALE I TYPICAL SECTION A GENERAL NOTES I�Ce71�I�I�� CHECKED David Mendoza RCE 42581 WASHINGTON STREET RESURFACING Sheet No. (Anteros Avenue to Walker Lane) 1 2 of 9