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0 <br />A <br />GENERAL NOTES: <br />1. Two weeks prior <br />to the start of <br />work, the <br />Contractor must furnish to the Engineer a <br />schedule showing <br />proposed street <br />closures <br />on each half—day basis. No work will <br />commence until <br />this schedule is <br />approved <br />by the Engineer. <br />2. All intersection radii within project limits must be slurry sealed to lip of existing curb and <br />gutter, face of dike or edge of pavement. <br />3. Surface preparation work must be as directed by the Engineer. Locations and dimensions <br />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 <br />(Miscellaneous 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 Seal <br />(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 situated <br />on the weekend or when school is not in session unless allowed by written approval from <br />the Engineer. <br />8. The Contractor must perform slurry seal operations in the Patterson Pass Business Park <br />area in coordination with the property owners. Scheduling weekend and/or evening work <br />must be options made available without additional compensation. <br />9. The Contractor must stop slurry seal operations at 1:00 pm unless prior approval from <br />the Engineer is obtained. <br />10. 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 for <br />staging and/or storage must be restored to their original conditions. Any damages or <br />unclean conditions to staging or storage areas must be repaired at the Contractor's own <br />expense. It will be the Contractor's responsibility to obtain permission from the property <br />owner to stage equipment or store materials on private property, The Contractor must <br />provide a letter of release from the property owner of the areas utilized for staging <br />and/or storage of materials. <br />11. Placement of "No Parking" signs/barricades must be placed no less than 72 hours prior <br />to slurry seal work and the final sweeping. <br />12. Existing highway and utility facilities must remain in place unless otherwise noted. <br />13. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain <br />in place unless otherwise noted. <br />14. Existing drainage facilities must remain in place unless otherwise noted. The Contractor <br />must conduct earthwork operations so as not to modify or obstruct the existing drainage. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />'shown onvis 1.1/22 �� Val4le--WG <br />15. 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 />16. The Contractor must obtain an Encroachment Permit from Caltrans, the City of Stockton, <br />and the City of Tracy for traffic control or any work within their jurisdictions. Payment <br />for this will be considered as included in contract prices paid for the various items of <br />work included. <br />17. The Contractor must enter into an Agreement with the Central California Traction <br />Company Railroad for any work within the Railroad's right—of—way. See Section 5-1.20C, <br />"Railroad Relations" of the Specifications for further details. <br />18. 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 />19. 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 />20. The Contractor must exercise due caution and carefully preserve survey bench marks, <br />control points, reference points and all survey stakes, and must bear all expenses for <br />replacement and/or errors caused by their unnecessary loss or disturbance. <br />TC <br />Lip/EP <br />Const <br />Limits of Clearing and Grubbing <br />I <br />--� Vor E �-�---------- - Road Width Varies -__ <br />° Slurry Seal <br />c <br />-- -,� <br />01 1 (Type II) <br />Existing PCG Curb, L Existing <br />Roadway <br />Gutter and/or Sidewalk <br />iOnKI1g1I:111319131 _�14 <br />with Curb, Gutter <br />Sidewalk <br />SCALE GENERAL NOTES AND <br />TYPICAL SECTION <br />DATE CHECKED DATE <br />IZlzOl« 1/d 17,120,12- Z <br />TYPICAL SECTION <br />All Roads <br />a Me 71017 <br />iii �Wi qtr 1r006CW% car W8* <br />Existing - <br />Surface <br />SHOULDER DETAIL <br />without Curb, Gutter <br />and/or Sidewalk <br />