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r 0 <br />mm <br />M <br />Z <br />0 <br />GENERAL NOTES: <br />1. Two weeks prior to the start of work, the Contractor must furnish to the Engineer a <br />schedule showing proposed street closures on each half—day basis. No work will <br />commence until this schedule is approved by the Engineer. <br />2. All intersection radii within project limits must be slurry sealed to lip of existing curb <br />and gutter, face of dike or edge of pavement. <br />3. Surface preparation work must be as directed by the Engineer. Locations and <br />dimensions of Pavement Repair will be determined by the Engineer. <br />4. The aggregate for slurry seal must be Type II. <br />5. Slurry seal must not begin until the HMA used in Pavement Repair and Place HMA (Misc <br />Areas) has been in place for a minimum of 18 hours. <br />6. The Contractor must perform street sweeping throughout the duration of the slurry seal <br />operations of the project per the specifications. Full compensation for sweeping <br />operations must be considered as included in the contract unit price paid for Slurry <br />Seal (Type II) item of work and no separate payment will be made therefor. <br />7. The Contractor must perform slurry seal operations on streets where schools are <br />situated on the weekend or when school is not in session unless allowed by written <br />approval from the Engineer. <br />8. The Contractor must stop slurry seal operations at 1:00 pm unless prior approval from <br />the Engineer is obtained. <br />9. Areas for staging and/or storage of materials and equipment within the County <br />right—of—way must be approved by the Engineer. The areas utilized by the Contractor <br />for staging and/or storage must be restored to their original conditions. Any damages <br />or unclean conditions to staging or storage areas must be repaired at the Contractor's <br />own expense. It will be the Contractor's responsibility to obtain permission from the <br />property owner to stage equipment or store materials on private property. The <br />Contractor must provide a letter of release from the property owner of the areas <br />utilized for staging and/or storage of materials. <br />10. Placement of "No Parking" signs/barricades must be placed no less than 72 hours <br />prior to slurry seal work and the final sweeping. <br />11. Existing highway and utility facilities must remain in place unless otherwise noted. <br />12. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain <br />in place unless otherwise noted. <br />14. The Contractor will be responsible for adequately scheduling inspection and testing of all <br />facilities constructed under this contract with a minimum 24 hour notice to the County. <br />All testing must conform to the Standard Specifications. All re—testing will be paid by <br />the Contractor. <br />15. The Contractor must obtain an Encroachment Permit from Caltrans and the City of <br />Stockton for traffic control or any work within Caltrans or Stockton's jurisdiction. <br />Payment for this will be considered to be included in the various items of work. <br />16. The Contractor must obtain all permits and licenses required for the construction and <br />completion of the project, and must perform all work in accordance with the <br />requirements and conditions of all permits and approvals applicable to the project. <br />17. Hand grinding of asphalt concrete pavement will be required at locations where existing <br />highway and utility facilities are within the Pavement Repair limits. Payment for hand <br />grinding will be considered as included in the contract unit price paid for Pavement <br />Repair, <br />18. The Contractor must exercise due <br />caution and <br />carefully preserve <br />survey bench marks, <br />control points, reference points and <br />all survey <br />stakes, and must <br />bear all expenses for <br />replacement and/or errors caused <br />by their unnecessary loss or <br />disturbance. <br />Const <br />TC <br />Limits of Clearing and Grubbing <br />Lip/EP <br />Road Width <br />VarE Refer to Sheets 8, 9 and 10 <br />o Slurry Seal <br />v (Type II) <br />Existing PCC Curb, <br />Gutter &/or Sidewalk <br />SHOULDER DETAIL <br />with Curb, Gutter <br />13. Existing drainage facilities must remain in place unless otherwise noted. The Contractor/or Sidewalk� pp��//���� <br />must conduct earthwork operations so as not to modify or obstruct the existing a � AIJi 1�1M♦fl�l� <br />drainage. pp�� <br />Should MMIy <br />COUNTY OF SAN JOAQUIN I <br />DRAWN BY DATE PROJECT ENGINEER <br />,Jonathan Curry iz/ig �� <br />r10 SCALE <br />DATE <br />GENERAL NOTES AND <br />TYPICAL SECTION9 19 <br />C�HjE—CK D DATE <br />w A✓ <br />EP <br />Existing Existing <br />Roadway Surface <br />TYPICAL SECTION <br />All Roads <br />SHOULDER DETAIL <br />without Curb; Gutter <br />&/or Sidewalk <br />SLURRY SEAL <br />LOCAL ROADS 2019-2020 I sheet No. <br />(Road Districts 1, 2, 3, 4 and 5) 2 of 11 <br />