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Q - io r m 0 1' 2` Conform Grade existing ground to place Tapered Edge 1' minimum width (Typ) GENERAL NOTES: 1 TE 30------------' I Const I Limits of Clearing and Grubbing and Mailbox Relocation - 1 22'-23' 1 w14' Geosyn�tretic Pavement Interla er (Paving Fabric) ZZ' Pl1 L)n.dae 1bP44vn 1:a' ------I- ---------------- ----------------- - - -�----30--J 0.25' HMA Overlay — Existing Roadway 0= E�- a-_x� Conform Variable Depth Shoulder Backing (Typ) TYPICAL SECTION TYPICAL Lone Tree Road: Sto 10+52 to Sta 88+82 (22') _ Sta 88+82 to Sta 114+82 (23')' 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 modify or obstruct the existing drainage. 7. Hand grinding of Asphalt Concrete pavement will be required at locations where existing highway and utility facilities are within the Planing Asphalt Concrete Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement, 8. 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. 9. Shoulder Backing material at all intersection 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. 10. 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. COUNTY OF SAN JOAQUIN No SCALE DRAWN BY DATE PROJECT ENGINEER DATE R. gorsdorf o6i2ozs 0r TYPCAL SECTION AND I LONE TREE ROAD RESURFACING GENERAL NOTES (French Camp Road to Murphy Road) CHEC DATE Sheet No. 2 of 5