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GENERAL NOTES: <br />1- 0.25' HMA Overlay must be placed in two (2) layers of approximately equal <br />thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on existing <br />or prepared roadway, unless noted otherwise. <br />2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair <br />has been in place for a minimum of 18 hours. <br />3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving <br />has been completed. <br />4. Existing highway and utility facilities must remain in place unless otherwise noted. <br />5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must <br />remain in place unless otherwise noted. <br />6. All Earthwork, except for final shoulder grading, must be completed prior to placing <br />the final layer of HMA pavement. No Shoulder Backing material will be deposited or <br />drifted onto the final layer of HMA surfacing. Where the shoulder placement <br />exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or <br />more fully compacted layers. <br />7. Shoulder Backing material at all intersection radii must receive Penetration <br />Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work <br />must be confined to intersection radii plus fifty feet (50') in each direction or to <br />the intersection conform. <br />2' <br />0.5'— <br />TE <br />8% <br />8. The Contractor will be responsible for adequately scheduling inspection and testing <br />of all facilities constructed under this contract with a minimum 24 hour notice to <br />the County. All testing must conform to the Standard Specifications. All re—testing <br />will be paid by the Contractor. <br />9. The Contractor must exercise due caution and carefully preserve survey bench <br />marks, control points, reference points and all survey stakes, and must bear all <br />expenses for replacement and/or errors caused by their unnecessary loss or <br />disturbance. <br />10. Prior to commencing any work, it will be the Contractor's responsibility to have <br />each utility company locate in the field their main service lines and laterals. The <br />Contractor must notify members of the Underground Service Alert (U.S.A.) 48 hours <br />in advance of performing excavation work by calling the toll free number <br />(1-800-642-2444) or 811. <br />R' <br />Corrections By. <br />Any Pwoon L4ft * Onwin <br />IYI tin Y� �p�-Thr ► int <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />9.5' 9.5' <br />18' Geosynthetic Pavement Interlayer (Paving Fabric) <br />Match <br />00 _Existing Slope <br />.� Conform <br />Grade existing ground <br />�to place TE <br />M 1' min width (Typ) <br />M <br />z <br />0 <br />COUNTY OF SAN <br />JOAQLTIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Jonathan Curry 01/20 <br />Match <br />Existing Slope o <br />0.25' HMA Overlay <br />Existing Roadway <br />TYPICAL SECTION <br />Magnolia Avenue: Sta 10+70 to Sta 64+00 <br />Mahon Avenue: Sta 110+85 to Sta 161+19 <br />NO SCALEI GENERAL NOTES AND <br />TYPICAL SECTION <br />DATE CHE':KED DATE <br />---0.5' <br />TE <br />Conform <br />Variable Depth <br />Shoulder Backing (Typ) <br />MAGNOLIA AVENUE AND MAHON AVENUE RESURFACING Sheet No. <br />(Escalon—Bellota Road to Campbell Avenue) 2 of 6 <br />