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N <br />0 <br />6> <br />J> <br />M <br />0 <br />r <br />M <br />m <br />m <br />1' 4' 1 <br />TE�I <br />Conform <br />Const <br />I <br />ts of Clearing and Grubbing <br />Geosynthetic Pavement Interlayer (Paving Fabric) <br />------------ <br />Grade existing ground to place 0.25HMA Overlay Variable Depat 1AAAm6& <br />th Shoulder Backing (Typ) <br />TE 1' minimum width (Typ) Existing Roadway i aumw 0 <br />TYPICAL SECTION NoChenges R„ <br />Thornton Road: Sta 10+96 to Sto 74+59�110y Pwson Ud° <br />GENERAL NOTES: <br />TE <br />Conform <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10 <br />0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) <br />placed on the existing or prepared surface. <br />Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. <br />Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. <br />� <br />Existing highway and utility facilities must remain in place unless otherwise noted. OFESS/ <br />Fie ME <br />Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. CO <br />�� N�O�6 <br />Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to C <br />modify or obstruct the existing drainage. � No. 42581 <br />All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing <br />material will be deposited or drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the ��j� c/n, <br />Shoulder Backing must be placed in two (2) or more fully compacted layers. OF CP��F <br />Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration <br />Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. <br />The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a <br />minimum 24 hour notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. <br />The Contractor must obtain an Encroachment Permit from the City of Stockton for traffic control within their jurisdiction. Payment for this will David MoCdoza <br />be considered to be included in the various items of work. RCE 42581 <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />T2. gots darf 0/2014 <br />TYPICAL SECTION <br />THORNTON <br />ROAD <br />RESURFACING <br />Sheet <br />No. <br />AND GENERAL NOTES <br />(Eight Mile <br />Road to <br />DeVries Road) <br />2 of <br />5 <br />CHECK <br />DATE <br />