SP7196 - SP7201 - Laserfiche WebLink

Home Browse Search

U) Lip/EP 2 �• - Existing PCC CG&S E To remain in Place oi fRf\ __ * SHOULDER DETAIL with Curb & Gutter (Typ) left and/or right side Const Limits of Clearing I and Grubbing --- - Roadway Width — Refer to Project Limits I Slurry Seal (Type II) I TYPICAL SECTION For all project roadways *See Sheet 5 for other Shoulder Detail types GENERAL NOTES: 1. 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. 2. All intersection radii within project limits must be sealed to lip of existing curb and gutter or edge of pavement. 3. Surface preparation work must be as directed by the Engineer. Locations and dimensions of Pavement Repair will be determined by the Engineer. Slurry Seal must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 4. The aggregate for Slurry Seal must be Type Il. 5. The Contractor must perform street sweeping throughout the duration of the Slurry Seal operations of the project per the specifications. Full compensation for sweeping operations must be considered as included in the contract unit price paid for Slurry Seal (Type II) item of work and no separate payment will be made therefor. 6. The Contractor must perform slurry seal operations on streets where schools are situated on the weekend or when school is not in session unless allowed by written approval from the Engineer. 7. The Contractor must stop slurry seal operations at 1:00 pm unless prior approval from the Engineer is obtained. 8. Areas in County right—of—way used by 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 and/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. COUNTY OF SAN JOAQUIN DRAWN BY DATE PROJECT ENGINEER Dan gam6fid , 1, EP/ETW (Sheet 5) E_ 0 Existing Roadway o Existing C) Surface * SHOULDER DETAIL without Curb & Gutter (Typ) keftand/qr. right sd q& & W1 N G Correction! No ry Date Any, All lni%j� By Inspectiv,..._ � � :�cr►�. 9. Placement of No Parking signs/barricades must be placed no less than 72 hours prior to slurry seal work and the final sweeping. 10. Existing highway and utility facilities must remain in place unless otherwise noted. 11. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 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. 13. 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. 14. The Contractor must obtain an Encroachment Permit from the cities of Lathrop, Manteca and Stockton for traffic control or any work within their respective jurisdictions. Payment for this will be considered to be included in the various items of work. 15. Railroad Note: A. The Contractor must enter into an Agreement with the Central California Traction Company (CCTC) and the Union Pacific Railroad (UPRR) for any work within the Railroad's right—of—way. See Section 5-1.20C Railroad Relations of the Specifications for further details. 16. Hand grinding of Asphalt Concrete pavement will be required at locations where existing highway and utility facilities are within the Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Pavement Repair. 17. 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 the replacement and/or errors caused by their unnecessary loss or disturbance. 18. Adjustment or replacement of utility facilities within the paved area of work must be completed prior to the application of slurry seal. NO SCALE TYPICAL SECTION AND GENERAL NOTES DATE CHECKED DATE SLURRY SEAL ARTERIAL AND COLLECTORI Sheet No. ROADS 2019-2020 2 of 6