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GENERAL NOTES 1. The Contractor must obtain all permits and licences 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. 2. The Contractor must submit a temporary traffic control plan and sidewalk closure plan to the Engineer for approval two weeks prior to construction. 3. One week prior to the start of work, the Contractor must furnish to the Engineer a schedule showing proposed street closures on each half—day basis. No work will commence until this schedule is approved by the Engineer. 4. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main services 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 81 1 . 5. 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. 6. Storm Drain Inlet Protection Units (Catch Basin Filters) are to remain in place and functioning from the beginning of the working days until the end of the project. 7. Existing highway and utility facilities must remain in place unless otherwise noted. 8. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 9. For Minor Concrete work, placement of temporary "No Parking" signs/barricades must be placed no less than 24 hours prior to work. Contractor is responsible for contacting adjacent property owner(s) to arrange for access as necessary during concrete work. For Rubberized Chip Seal and Slurry Seal work, placement of temporary "No Parking" signs/barricades must be placed no less than 72 hours prior to work. 10. 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. 11. All Minor Concrete (Curb, Gutter & Sidewalk) work that is to be removed will be saw cut or removed to the limits shown on the plans. The cost of saw cutting will be considered as paid for under the various items of work involved. 0 D 12. 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. z 0 COUNTY OF SAN JOAQUIN NO SCALE GENERAL NOTES DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Jonathan Curry o4/18 � ,, L IS/7/18 1 1,-4)m 15/7A 13. All new Curb, Gutter and Sidewalk must conform to the existing flowline elevations with a straight grade between conforms unless otherwise noted. 14. Match new joint and score mark spacing to existing Crack Control Joints whenever possible. 15. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and between new sidewalks and existing driveways. 16. Existing sprinkler systems, or portions thereof, will be maintained or protected during construction operations. Any damage to the existing system must be repaired within 48 hours at the Contractor's expense. Upon completion of the work, the Contractor must restore the sprinkler system to its original condition. 17. All intersection and cul—de—sac radii within project limits must be slurry sealed to lip of existing curb and gutter or edge of pavement. 18. Surface preparation work must be as directed by the Engineer. Locations and dimensions of Pavement Repair will be determined by the Engineer. Placement of Rubberized Chip Seal must not begin until the HMA used in Pavement Repair has been in place a minimum of 18 hours. 19. The aggregate for Slurry Seal must be Type 2. 20. The Contractor must perform street sweeping throughout the duration of the Rubberized Chip Seal and Slurry Seal operations of the project per the specifications. Full compensation for sweeping operations must be considered as included in the contract unit prices paid for Rubberized Chip Seal and Slurry Seal (Type 2) items of work and no separate payment will be made therefor. 21. The Contractor must not begin Rubberized Chip Seal and Slurry Seal operations after 1:00 PM without the approval from the Engineer. 22. Areas in County right—of—way used by the Contractor for staging and/or storage of materials will be approved by the Engineer. The areas utilized by the Contractor for staging and/or storage area must be restored to their original condition. Any damages or unclean conditions to staging or storage areas must be repaired at the Contractor's own expense. It will be the Contractor's responsibility to obtain permission from the property owner to stage equipment or store materials on private property. The Contractor must provide a letter of release from the property owner of the areas utilized for staging and/or storage of materials. 23. 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. RAYMUS VILLAGE RUBBERIZED CAPE SEAL Sheet No. (Raymus Village Subdivision) 1 2 of 7