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U .. 641 m "%I q Colnst Limits of Clearing and Grubbing and Mailbox Relocation EP Limits of Hot Mix Asphalt Overlay and Cold Plane Fine Grinding EP 10.5, - 10.5' 1' 19, Geosynthetic Pavement Interlayer A .Match Exist + Match Exist Exist Asphalt Overlay Backii Geosynthetic Pavement Interlayer (Paving Fabric) TYPICAL SECTION _ Brunswick Road: Sta 10+12 to to 35+3--- - 0.25 Sta 10+12 to Sta 22+25 — (0' HMA Overlay) Sta 22+25 to Sta 22+75 (HMA -Transition) - Sta 22+75 to Sta 35+34 — (0.25' HMA Overlay) Crack T-eatment (Type 3): Sta 10+12 to Sta 35+34 Const Cb.4V6 �FahoL 57116116 Limits of Clearing and Grubbing and Mailbox Relocation EP Limits of Hot Mix Asphalt Overlav EP L.7 JyI Ill I -IL, 1 -1 (Paving Fabric) TYPICAL SECTION Scottsdale Road: Sta 10+25 to Sto 43+27 COUNTY OF SAN JOAQUIN NO SCALE GENERAL NOTES 1. Brunswick Road: (From Sta 10+12 to Sta 22+25) Place 0.17' Hot Mix Asphalt Overlay in one (1) layer with Geosynthetic Interlayer (Paving fabric) placed on the existing or prepared surface. (From Sta 22+25 to Sta 22+75) Place Hot Mix Asphalt Transition in two (2) layers with Geosynthetic Interlayer (Paving fabric) placed on the existing or prepared surface. (From Sta 22+75 to Sta 35+34) Place 0.25' Hot Mix Asphalt Overlay in two (2) layers with approximate equal thickness with Geosynthetic Interlayer (Paving fabric) placed on the existing or prepared surface. Scottsdale Road: Place 0.25' Hot Mix Asphalt Overlay in two (2) layers of approximate equal thickness with Geosynthetic Interlayer (paving fabric) placed between the layers. 2. Placement of Hot Mix Asphalt Overlay cannot begin until the Hot Mix Asphalt used in Pavement Repair has been in place for a minimum of 18 hours. 3. Placement of Hot Mix Asphalt Driveways must not begin until the Hot Mix Asphalt used for Mainline Paving has been completed, 4, Existing highway and utility facilities must rernain in place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 6, All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of Hot Mix Asphalt Pavement. No Shoulder Backing material will be deposited or drifted on the final layer of Hot Mix Asphalt surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 7. 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 continued to intersection radii plus fifty feet (50') in each direction or to the intersection conform. B. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hours notice to the County. All testing must conform to the Standard Specifications. All retesting will be paid by the Contractor. 9, 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 require— ments and conditions of all permits and approvals applicable to the project. 1' 10. The Contractor must exercise due caution and carefully preserve survey bench marks, D 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. _ 11. Prior to commencing any work, it will be the Contractor's responsibility to each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Alert (U.S.A.) 48 hours in advance of performing excavation work by calling the toll free number 1-800-227-2600 or 811. 12. 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 Contractor 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. TYPICAL SECTIONS & I BRUNSWICK ROAD AND SCOTTSDALE ROAD RESURFACING Sheet No. GENERAL NOTES West End to South 99 Frontage Road; 650' East of the West End to South 99 Frontage Road 12 of 6 DRAAN BY DATE PROJ CT ENGINEER DATE CHECKED DATE to