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Lip/EP 2' I— Existing PCC CG&S * SHOULDER DETAIL with Curb & Gutter (Typ) left and/or right side E 0 Const Limits of Clearing and Grubbing Roadway Width — Refer to I Project Limits (Sheet 6) f 1_ _ __ . ( _ __ I /T_ _ _ _ 11\ TYPICAL SECTION For all project roadways *See Sheet 5 for other Shoulder Detail types Oon io�e�BV Dste Any parson Using This 0mvAng Shoup V@vW/ All Information By 1wgmt1ng The Site ICY W®1 EP/ETW 1. One week prior to the start of work, the Contractor must furnish to the Engineer a schedule 11. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place showing proposed street closures on each half—day basis. No work will commence until this E unless otherwise noted. schedule is approved by the Engineer. 0 14 2. All intersection radii within project limits must be sealed to lip of existing curb and gutter or o -Existing 13. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities U Surface preparation work must be as directed by the Engineer. Locations and dimensions of Surface constructed under this contract with a minimum 24 hour notice to the County. All testing must *SHOULDER DETAIL without Curb & Gutter (Typ) left and/or right side GENERAL NOTES: 1. One week prior to the start of work, the Contractor must furnish to the Engineer a schedule 11. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place showing proposed street closures on each half—day basis. No work will commence until this unless otherwise noted. schedule is approved by the Engineer. 12. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must 2. All intersection radii within project limits must be sealed to lip of existing curb and gutter or conduct earthwork operations so as not to modify or obstruct the existing drainage. edge of pavement. 13. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities 3. Surface preparation work must be as directed by the Engineer. Locations and dimensions of constructed under this contract with a minimum 24 hour notice to the County. All testing must Pavement Repair will be determined by the Engineer. Slurry Seal must not begin until the HMA conform to the Standard Specifications. All re—testing will be paid by the Contractor. used in Pavement Repair has been in place for a minimum of 18 hours. 14. The Contractor must obtain an Encroachment Permit from the city's of Lodi, Stockton and 4. The aggregate for Slurry Seal must be Type II. Tract for traffic control or any work within the City's jurisdiction. Payment for this will be 5. The Contractor must perform street sweeping throughout the duration of the Slurry Seal operations considered to be included in the various items of work. of the project per the specifications. Full compensation for sweeping operations must be considered 15. Railroad Note: as included in the contract unit price paid for Slurry Seal (Type II) item of work and no separate A. The Contractor must enter into an Agreement with the Union Pacific Railroad Company for payment will be made therefor. any work within the Railroad's right—of—way. See Section 5-1.20C Railroad Relations of the 6. The Contractor must perform Slurry Seal operations on streets where schools are situated on the Specifications for further details. weekend or when school is not in session unless allowed by written approval from the Engineer. 16. Hand grinding of Asphalt Concrete pavement will be required at locations where existing highway 7. The Contractor must not begin Slurry Sealing a street after 1:00pm without the approval from and utility facilities are within the Pavement Repair limits. Payment for hand grinding will be the Engineer. considered as included in the contract unit price paid for Pavement Repair. 8. Areas in County right—of—way used by Contractor for staging and/or storage of materials will be 17. The Contractor must exercise due caution and carefully preserve survey bench marks, control approved by the Engineer. The areas utilized by the Contractor for staging and/or storage area points, reference points and all survey stakes and must bear all expenses for the replacement must be restored to their original condition. Any damages or unclean conditions to staging and/or and/or errors caused by their unnecessary loss or disturbance. storage areas must be repaired at the Contractor's own expense. It will be the Contractor's 18. The Contractor must exercise due caution and carefully preserve the paver crosswalks in responsibility to obtain permission from the property owner to stage equipment or store materials Woodbridge South or the stamped crosswalks on Waterloo Road in District 2 and must bear on private property. The Contractor must provide a letter of release from the property owner of all expenses for the replacement and/or repairs caused by their unnecessary alteration or the areas utilized for staging and/or storage of materials. disturbance. = 9. i Placement of No Parking signs/barricades must be placed no less than 72 hours prior to work. 19. On Waterloo Road and all adjoining cross streets: The Contractor must tack coat all areas ' 10. Existing highway and utility facilities must remain in place unless otherwise noted. where colored and stamped crosswalks exist prior to appling slurry seal. Payment for tack coat will be considered as included in the contract unit price paid for Slurry Seal. COUNTY OF SAN JOA UIN Q NO SCALE TYPICAL SECTION AND SLURRY SEAL ARTERIAL AND COLLECTOR ROADS 2017-2018 Sheet No. GENERAL NOTES 2 of 7 DRAWN BY DATE I PROJECT E INEER DATE I CHECKED DATE Dan, ielX ,Cam6ini 2/28/18 142 IJ/ s -4�41 C) —:5 ��Zy/ I