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EP <br />1' 4' 2' <br />0.5' <br />TE <br />B% <br />i� <br />--7; <br />Conform <br />Grade existing ground <br />to place TE <br />1' min width (Typ) <br />Const <br />Limits of Clearing and Grubbing & Mailbox Relocation <br />I <br />— 20' <br />i <br />19' Geosynthetic Pavement Interlayer (Paving Fabric) <br />Match l i Match <br />Exist Slope I Exist Slope <br />EP <br />2' 2' <br />0.5' <br />TE <br />------------------I--------------------� <br />0.25 HMA Overlay Existing Roadway <br />TYPICAL SECTION <br />Sta 83+83 to 162+95 <br />GENERAL NOTES: <br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with <br />Geosynthetic Pavement Interlayer (Paving Fabric) placed on existing surface. <br />2. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing <br />materials within the sectional planing depth of the existing roadway. <br />3. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in <br />place for a minimum of 18 hours. <br />4. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been <br />completed. <br />5. Existing highway and utility facilities must remain in place unless otherwise noted. <br />6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place <br />unless otherwise noted. <br />7. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must <br />conduct earthwork operations so as not to modify or obstruct the existing drainage. <br />8. All Earthwork, except for final shoulder grading, must be completed prior to placing the final <br />layer of HMA pavement. No Shoulder Backing material will be deposited or drifted onto the final <br />layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Shoulder <br />Backing must be placed in two (2) or more fully compacted layers. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />,7. Versitl 1 02/22 <br />2' 1' <br />Conform <br />Earthwork (See Sheet 5 <br />for locations) <br />Variable Depth <br />Shoulder Backing (Typ) <br />9. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 <br />gallon/square yard. Limits of the Penetration Treatment work must be confined to intersection <br />radii plus fifty feet (50') in each direction or to the intersection conform. <br />10. The Contractor will be responsible for adequately scheduling inspection and testing of all <br />facilities constructed under this contract with a minimum 24—hour prior notice to the County. <br />All testing must conform to the Standard Specifications. All re—testing will be paid by the <br />Contractor. <br />11. The Contractor must exercise due caution and carefully preserve survey bench marks, control <br />points, reference points and all survey stakes, and must bear all expenses for replacement <br />and/or errors caused by their unnecessary loss or disturbance. <br />12. Prior to commencing any work, it will be the Contractor's responsibility to have each <br />utility company locate in the field their main service lines and laterals. The Contractor <br />must notify members of the Underground Service Alert (USA) 48 hours in advance of <br />performing excavation work by calling the toll free number (1-800-642-2444) or <br />811. <br />Person Us ng i� D, -Ong Sh,., v <br />The <br />NO SCALE I GENERAL NOTES AND <br />TYPICAL SECTION <br />DATE CHECKED DATE <br />21 5�Z <br />TULLY ROAD RESURFACING <br />(2,617' South of Baker Road to Comstock Road) <br />Sheet No. <br />2 of 5 <br />