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Const Limits of Clearing and Grubbing and Mailbox Relocation See Shoulder Details EP 12' Limits of 1HMA Overlay- - 12' - _ EP See Shoulder Details Sheet No. 6 (Typ) % 30' (T LMatch Existing -Shope Match Existing Slope, TE Var / ------ (Typ) Grade Existing Shoulder0. Existin Roadwa Existin MA - TYPICAL SECTION to place Tapered Edge HMA Overlay g y Surface (Typ) 1' minimum width (Typ) Sta 10+60 to Sta 175+75 NOTE: Excludes areas with AC Dike RECORD DRAVvlivu 'r-rrectione r7 € erson Usi; -,g This Drawing S i^lormation By lrns ief�ting Thr ry, GENERAL NOTES: 1. 0.17' HMA Overlay must be placed in one (1) layer. 8. Shoulder Backing material at all intersections radii must receive Penetration Treatment 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair at 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to has been in place for a minimum of 18 hours. intersection radii plus fifty feet 50' in each direction or to the intersection conform. p Y ( ) 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving 9. The Contractor will be responsible for adequately scheduling inspection and testing of has been completed. all facilities constructed under this contract with a minimum 24 hour notice to the 4. Existing highway and utility facilities must remain in place unless otherwise noted. County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must 10. Hand grinding of AC pavement will be required at locations where existing highway and remain in place unless otherwise noted. 6. Existing drainage facilities must remain in place unless otherwise noted. The utility facilities are within the Pavement Repair limits. Payment for hand grinding must be considered as included in the contract unit for Cold Plane Pavement price paid item Contractor must conduct earthwork operations so as not to modify or obstruct the of work. 04, U existing drainage. 11. The Contractor must exercise due caution and carefully preserve survey bench marks, D 7. Ali Earthwork, except for final shoulder grading, must be completed prior to placing the control points, reference points and all survey stakes and must bear all expenses for 100 m final layer of HMA Pavement. No Shoulder Backing material must be deposited or drifted replacement and/or errors caused by their unnecessary loss or disturbance. Moog X on the final layer of HMA surfacing. Where the shoulder lacement exceeds 0.50' in 12. The Contractor must obtain an Encroachment Permit from CalTrans for traffic control or 21 thickness, the Shoulder Backing must be placed in two (2� or more fully compacted layers. any work within their respective jurisdictions. Payment for this will be considered to be m included in the various items of work. z COUNTY OF SAN JOAQUIN NO SCALETYPICAL SECTION CLEMENTS ROAD RESURFACING Sheet No. AND GENERAL NOTES (Brandt Road to State Route 88) 2 of 7 DRAWN BY DATE PROJECT ENGINEER DTE CHECKED DATE . 1/12/23 Q !� 111 2123 „_�- t 1 /12/23