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N V 0 E F M z 0 EP I kE Const I ts of Clearing and Grubbing and Mailbox Relocation 1 22' 1 20' Geosynthetic Pavement Interlayer (Paving Fabric) - TE I • _ Motch Exist fd'r Motch Exist 0& �� I TE Grade existing ground to place TE 1' minimum width (Typ) 0.25' HMA Overlay LExist Roadway *4' Topsoil Sto 48+52 to Sto 49+48 (Lt) To be paid for by the Shoulder Backing item of work. TYPICAL SECTION Sta 0+39 to Sta 104+40 *See Sheet 4 for Alternate Shoulder Detail Variable Depth Shoulder Backing (Typ) i UU N U D r1AVV I` Vc; - aa ---- q „, ^ ,Drawi Shou: GENERAL NOTES: rW. t'n^ Tn. PN 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed between the layers. 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 4. Existing highway and utility facilities must remain in place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to obstruct the existing drainage. 7. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing material will be deposited or drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 8. 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. 9. The Contractor must obtain an Encroachment Permit from the State of California for traffic control or any work within the State's jurisdiction. Payment for this will be considered to be included in the various items of work. 10. Shoulder Backing material at all intersections radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. 11. Hand grinding of Asphalt Concrete pavement will be required at locations where existing highway and utility facilities are within the Planing Asphalt Concrete and Pavement Repair limits. Payment for hand grinding must be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement. COUNTY OF SAN JOAQUIN DRAWN BY DATE PROJECT NOT TO SCALE GENERAL NOTES AND FLOOD ROAD RESURFACING77 Sheet No, TYPICAL SECTION (State Route 26 to Fine Road) :ER DATE rl CHECKED DATE 2 of 5