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F_ U 1' 2' 2' - -. TE Const - Limits of Clearing and Grubbing and Mailbox Relocation - -- ---- - - 18' - 21' 0.25' to 0.30' HMA 0.1 0' 1.5% Slope * 1 Top Course 1.5� Slope Conform 0.15' to 0.20' Depth HMA Leveling Course. Grade existing ground See sheet 3 for Leveling Schedule to place TE 1 min width (Typ) TYPICAL SECTION * Combs Avenue: Sta 43+20 to Sta 45+20 - 2.5% Slope (LT) GENERAL NOTES: Combs Avenue: Sta 10+ 1 1 to Sta 47+00 Existing Roadway Conform Variable Depth Shoulder Backing (Typ) See detail sheet 4 for other shoulder details RECORD DRAWING Mo Clams Fltbi.*tti.�`iiQ S�l_LgiJr Ow Airy wNgWUaM 11Ma X1711-sm ShoUW Mrll1ir 1. The HMA must be placed as noted above: one (1) 0.10' layer of HMA Overlay over 0.15'-0.20' Leveling course. An intonation gv y ",� 1W* 00 Vf s* 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 will be deposited or drifted onto 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. 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. 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 10. testing must conform to the Standard Specifications. All re -testing will be paid by the Contractor. 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 -d cn replacement and/or errors caused by their unnecessary loss or disturbance. 11. The road will be closed to through traffic during construction: however, residential access will be maintained at all times. 12. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Alert(U.S.A.) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811. M 13. Contact Road Maintenance at (209) 468-3074 and the Engineer at least 48 hours in advance of delivering planed/removed roadway materials. See Appendix of Specifications for -n delivery location/site map. M z COUNTY OF SAN JOAQLjT IN NO SCALE GENERAL NOTES AND COMBS AVENUE RESURFACING Sheet No. TYPICAL SECTION (Sutliff Avenue to East End) 2 of 5 DRAWN BY _ DATE PROJECT ENGINEER DATE CHECKED DATE Terrance Powers 02/2023�.�...__ ', 3/3/23 3/3/23