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W"N 1P q Const Limits of Clearing and Grubbing and Mailbox Relocation See Shoulder 12' 12' See Shoulder Details Details Sheet No. 3 0.5' 23' Geosynthetic Pavement Interlayer (Paving Fabric) 0.5' Sheet No. 3 r Var Va o Match i Match a Existing Existing 30' , Slope 1 Slope, 30' t i---------------- Grade existing Existing Roadway 0.25' HMA Overlay ground to place (PCC Pavement Sta 24+28 TE 1' min width to Sta 57+03) (Typ) TYPICAL SECTION RECORD DRAWING 18+92 to Sta 56+96 Limits of Clearin 12' Corroctfons By No amnia" y Data j Const ,y ps Using This Drawing Sh Yer' Ail information By ansa, mUnq The Site Of and Grublbing and Mailbox Relocation _ 12' ' 1 23' Geosynthetic Pavement Interlayer (Paving Fabric) Match i Match Existing Existing Slope 1 Slope, 30' i L------------------�--- Existing PCC Curb Existing Roadway to remain See Shoulder Details Sheet No. 3 Var TE I ---------------� 0.17' HMA Overlay Grade existing ground to place TE 1' min width (TYP) TYPICAL SECTION. Sta 56+96 to Sta 63+88 COUNTY OF SAN JOAQUIN I NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE Cncent �i Q3ept20" %� �,� �i TYPICAL SECTIONS AND GENERAL NOTES CHECKED BY DATE 'v 1.,,, 11/2-01 11 GENERAL NOTES 1. 0.17' HMA Overlay must be placed in one (1) layer with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the existing surface. 2. 0.25' HMA must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the existing surface. 3. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 4. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 5. Existing highway and utility facilities must remain in place unless otherwise noted. 6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 7. 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. 8. 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 on 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 compacted layers. 9. 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. 10.The Contractor will be responsible for adequately scheduling inspections and testing of all facilities constructed under this contract with a minimum 24 hour notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 11.The Contractor must obtain an Encroachment Permit from the Department of Transportation for traffic control and any work within the State's jurisdiction. Payment for this will be considered to be included in the various items of work. 12.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 replacement and/or errors caused by their unnecessary loss or disturbance. NORTH 99 FRONTAGE ROAD (EAST) RESURFACING Sheet No. (890' North of Woodbridge Road to Acampo Road) 1 2 of 6