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TE Var (Typ) C0 St Limits of Clearing and Grubbing; and Mailbox Relocation 12'-16' Limits of ; HMA Overl Match, Existing Slone- i 12'— 16' Match Existing Slope- MA -- ---- 0.25'— H - Existing Roadway Overlay Limits of Clearing & Grubbing and Mailbox Relocation 1' � 4 E 2, Existing, Surface of ��fC Shoulder Backing 12' atch Existinq S Existing Roadway TYPICAL SECTION NOTE: Excludes areas with AC Dike Sto 14+00 to Sto 36+20 Sta 40+80 to Sta 88+40 RECORD DRAWING C,orrectkxa 6y bio Owl% w- -s T— Any Pisiew Using This MmMng Should VerRy All intonnstion 9V Inspecting The Site Of 4'' GENERAL NOTES: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. 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. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing material must 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 COUNTY OF SAN JOAQUIN DRAWN BY _DATE PROJECT ENGINEER Q�--- 1/9/23 Z� -L EP See- Shoulder Detail '.�--- mss ----=--_.T Grade Existing Shoulder Existing to place Tapered Edge Surface (Typ) 1 minimurn width (Typ) Existing— __ __ 4'_ -min_ 0.25' HMA Surface See Note Below Existing -' Roadway PAVEMENT REPAIR DETAIL NOTE: Approximate dimensions and locations used for estimating purposes are available on Bid Express website. Dimensions and locations are subject to change at the Engineer's discretion. 8. Shoulder Backing material at all intersections radii must receive Penetration Treatment at 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. 9. 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. 10. Hand grinding of AC pavement will be required at locations where existing highway and utility facilities are within the Pavement Repair limits. Payment for hand grinding must be considered as included in the contract unit price paid for Cold Plane Pavement item of work. 11. 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 replacement and/or errors caused by their unnecessary loss or disturbance. 12. The Contractor must obtain an Encroachment Permit from CalTrans for traffic control or any work within their respective jurisdictions. The Contractor shall coordinate inspection of the traffic loop installation with CalTrans. Payment for this will be considered to be included in the various items of work. NO SCALE TYPICAL SECTION, CONSTRUCTION DETAILS AND GENERAL NOTES DATE I CHECKED I DATE 1/9/23 1 a11 I�� 11/9/23 HARNEY LANE RESURFACING (State Route 88 to Jack Tone Road) Sheet No. 2 of 5