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Conform <br />12',,2)- <br />0.5,— <br />TE <br />' 2'0.5'—TE <br />i <br />Grade existing ground to place <br />Tapered Edge 1' minimum width (Typ) <br />GENERAL NOTES: <br />Limits <br />Const <br />I <br />of Clearing and Grubbinc <br />22'± <br />1 <br />21'± Geosynthetic Pavement <br />1.1ATCN <br />_Exist 3L0PE <br />RECORD DRAWING <br />Corrections By <br />Iva Changes By G 1,f -7A 4,-,. <br />All Infotm;Aiion by Inspecting 1'he Site Ut Work <br />and Mailbox Relocation <br />2'--2' <br />Interlayer (Paving Fabric) 0.5 <br />MATCH TE �--- <br />Ex;st SLOPE <br />30 <br />----------------------L <br />---------------------------------- <br />II <br />0.25' HMA Overlay --J L Existing Roadway <br />TYPICAL SECTION <br />Jahant Road: Sto 157+78 to Sta 263+68 <br />Conform <br />Variable Depth <br />Shoulder Backing (Typ) <br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) <br />placed between the layers. <br />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. <br />3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving 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 remain in place unless otherwise noted. <br />6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to <br />modify or obstruct the existing drainage. <br />7. Hand grinding of Asphalt Concrete pavement will be required at locations where existing highway and utility facilities are within the Planing <br />Asphalt Concrete Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price <br />paid for Planing Asphalt Concrete Pavement. <br />8. 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 <br />Shoulder Backing must be placed in two (2) or more fully compacted layers. <br />9. 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 />10. 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 <br />Contractor. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />T/4 <br />TYPCAL SECTION AND <br />GENERAL NOTES <br />CHECKED DATE <br />V.Arw V31110 <br />JAHANT ROAD RESURFACING <br />(Bruella Road to Elliott Road <br />Sheet No. <br />2 of 5 <br />