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GENERAL NOTES: 1. 0.17' HMA Overlay on Bradford Street must be placed in one layer on the prepared surface. 2. 0.20' HMA Overlay on River Drive must be placed in one layer on the prepared surface. 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. 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 or more fully compacted layers. 8. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 9. The Contractor must obtain an Encroachment Permit from City of Stockton and other agencies necessary for traffic control or any work outside of the County's jurisdiction. Payment for this will be considered to be included in the various items of work. 10. The Contractor must notify the City of Stockton at (209) 937-8706 72 hours in advance of adjusting the City of Stockton's facilities to finished grade. Refer to the City of Stockton's 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. 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. COUNTY OF SAN JOAQUIN DRAWN BY DATE PROJECT ENGINEER N' NO 02119 / NO SCALE I GENERAL NOTES DATE CHECKED DATE 1,/�� 0 *9 13. All new Curb, Gutter and Sidewalk must conform to the existing flowline elevations with a straight grade between conforms unless otherwise noted. 14. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and between new sidewalks and existing driveways. 15. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Alert (USA) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811. 16. The Contractor must field verify all existing highway and utility facilities' locations and depths. It will be the Contractor's sole responsibility to locate and protect all existing highway and utility facilities, so that no damage results to them during the performance of this contract. The Contactor will be required to cooperate with other contractors and utility companies installing new structures, utilities and services to the project. Payment for this work will be considered to be included in the various items of work. RECORD DRAWING Corrections By No ChanVes By, Date 3- 7-7.0 Any Person Using This Drawing Should Verify All InfonneMon E3y Inspecting The Site Of 'oyork BRADFORD STREET AND RIVER DRIVE RESURFACINGI Sheet No. (Hiawatha Avenue to Sanguinetti Lane; Fairway Drive to Rainier Avenue) 2 of 7