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M m r - m z 0 1. 2. 3. 4. 5. A 7. 8. 9. GENERAL NOTES: 0.25' HMA overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement interlayer (Paving Fabric) placed on the existing or prepared surfaced. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. Existing highway and utility facilities must remain in place unless otherwise noted. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 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. 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 onto 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 fully compacted layers. 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 at 4' width. 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. Hand grinding of roadway surfacing will be required at locations where existing highway and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price Const paid for Cold Plane Pavement. I RECORD DRAWING Corrections By No Changes Date Any Person Using This Drawing Should Verity All Information By Inspecting The Site Of Work Conform EP 1' 4'& - 2' - 0.5' i TF --I Grade Existing Shoulder to place Tapered Edge, 1' minimum width (Typ) COUNTY OF SAN JOAQUIN DRAWN BY I DATE I PROJECT ENGINEER flung f/o/Shawn Davis 1 04/21 10. The Contractor must obtain an Encroachment Permit from the City of Lodi for placement for performing traffic control or placing traffic control devices in their jurisdiction. Payment for this will be considered to be included in the various items of work involved. 11. Prior to cold planing pavement, the Contractor must remove all existing yellow thermoplastic traffic striping within project limits in accordance with Section 84, "Markings", of the Standard Specifications and special provisions. Note that thermoplastic striping exists in the planing area from Sta 240+55 to Sta 240+75. 12. 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. 13. 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. 14. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Alert (USA) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811. 15. The Contractor must field verify all existing highway and utility facilities' locations and depths. It will be the Contractor's sole responsibility to locate and protect all existing highway and utility facilities, so that no damage results to them during the performance of this contract. The Contactor will be required to cooperate with other contractors and utility companies installing new structures, utilities and services to the project. Payment for this work will be considered to be included in the various items of work involved. Limits of Clearing and Grubbing and Mailbox Relocation EP 11'-12' 11'-12' --- 21'-23' Geosynthetic Pavement Interlayer (Paving Fabric) _ Match Match 1 Exist Slope Exist Slope Existing Roadway 0.25' HMA Overlay TYPICAL SECTION Turner Road: Sta 183+75 to Sta 240+75 Sta 240+75 to Sta 241 +00 (Lt Side Only) NO SCALE DATE 5/1'��i� GENERAL NOTES AND TYPICAL SECTION CHECKED J DATE '"/f/z 2' � 4' � - ' 1 ' -0.5' IFTE o Reduce width where obstructions or oak tree roots occur. - NOTE: No Tapered Edge from Sta 239+75 to Sta Conform 241 +00 for both sides of Variable Depth roadway. Shoulder Backing (TYp) TURNER ROAD RESURFACING Sheet No. (Davis Road to Lodi City Limits) 2 of 4