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T Const Limits of Clearing and Grubbing and Mailbox Relocation 12' HMA Overlay 12' EP Cold Plane Fine Grinding, (Sia 12+00 to 14+00) 1 , 22' Geosynthetic I Pavement Interlayer 1, Lei Shoulder Details (Typ) See Sheet 5 Match Exis Roadway--' Exist TYPICAL SECTION Sta 11 +00 to Sta 23+00 Limits of Clearin EP i ?' Const and Grubbing and HMA I Overlav Match Exist TE .25' HMA Grade Existing Overlay Shoulder to place Tapered Edge 1' min Width (Typ) Mailbox Relocation 1 7' EP Crack Treatment (Type 3)1& Cold Plane Fine Grinding 1, 22' Geosynthetic i Pavement Interlayer 1, i Exist v' TYPICAL SECTION overlay Mr Sta 23+00 to Sta 36+00 q Const Limits of Clearing and Grubbing and Mailbox Relocation E I P 12' HMA! Overlay 12' Crack Treatment (Type 3) ! & Cold Plane Fine Grinding Roadway TYPICAL SECTION L 0.25' HMA Exist Overlay Sta 36+00 to Sta 49+00 Const Limits of Clearing and Grubbing and Mailbox Relocation I n' UkAA I /1.,. I ... ...r I TE Exist I YF'ICAL SECTION Overlay�� Sta 49+00 to Sta 61 +75 COUNTY OF SAN JOAQUIN DRAWN BY I DATE I PROJECT ENGINEER GENERAL NOTES 1. (A) From Sto 11+00 to Sto 36+00: 0.25' Hot Mix Asphalt Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Interlayer (Paving fabric) placed between the layers. From Sta 36+00 to Sta 61+75: 0.25' Hot Mix Asphalt Overlay must be placed in two (2) layers of approximately equal thickness. (B) Adhere to the specific stationing limits and surface preparations as shown in the four (4) typical sections on this sheet. 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. 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 4. Existing highway and utility facilities must remain in place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 6. 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. 7. 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' thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 8. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. 9. The Contractor will be responsible for adequately scheduling inspection 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. 10. The Contractor must obtain an Encroachment Permit from Stanislaus County for traffic control or any work within the Stanislaus County jurisdiction. Payment for this will be considered to be included in the various items of work. 11. The Contractor must obtain all permits and licenses required for the construction and completion of the project, and must perform all work in accordance with the requirements and conditions of all permits and approvals applicable to the project. 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. NO SCALE TYPICAL SECTIONS AND GENERAL NOTES DATE CHECKED I DATE Corrections iav No r-hange� . Date 7 Person Using This n,= f t-, gh#%R�gd RIVER ROAD RESURFACING (Henry Road to Victory Road) Sheet No. 2 of 6