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Existing Surface — — Variable Depth J Shoulder Backing (Typ) *Place imported topsoil from Sto 24+05 to Sto 24+70 (Lt). SE Const I ts of Clearing and Grubbing and Mailbox Relocation Limits of CracklTreatment (Type 3) — 11' 11' Geosynthetic Pavement Interlayer (Paving Fabric; 0.25' Hot Mix I [Asphalt Overlay --------T---------------------J Existing Roadway TYPICAL SECTION Harney Lane: Sta 7+50 to Sta 233+60 SE 0 0 0 3 rExisting VV ----- Surface Grade Existing Shoulder to place Safety Edge, 1' mum width. (Typ) Placement of Hot Mix 1' Overlay must not begin until the Hot Mix Asphalt used in 4' 3. Placement of Hot Mix Asphalt E for Mainline Paving has been completed. 4. Existing highway and `0 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 0 1. 0.25Hot Mix Asphalt Overlay must be placed in two (2) Layers of approximately equal U Interlayer (Paving Fabric) Vo i Existing Surface — — Variable Depth J Shoulder Backing (Typ) *Place imported topsoil from Sto 24+05 to Sto 24+70 (Lt). SE Const I ts of Clearing and Grubbing and Mailbox Relocation Limits of CracklTreatment (Type 3) — 11' 11' Geosynthetic Pavement Interlayer (Paving Fabric; 0.25' Hot Mix I [Asphalt Overlay --------T---------------------J Existing Roadway TYPICAL SECTION Harney Lane: Sta 7+50 to Sta 233+60 SE 0 0 0 3 rExisting VV ----- Surface Grade Existing Shoulder to place Safety Edge, 1' mum width. (Typ) 2. Placement of Hot Mix Asphalt Overlay must not begin until the Hot Mix Asphalt used in Pavement Repair has been in place fora 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 remain in place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 1. 0.25Hot Mix Asphalt Overlay must be placed in two (2) Layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the existing or prepared surface 2. Placement of Hot Mix Asphalt Overlay must not begin until the Hot Mix Asphalt used in Pavement Repair has been in place fora 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 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 Hot Mix Asphalt Pavement. No Shoulder Backing material will be deposited or drifted on the final layer of Hot Mix Asphalt Pavement. Where the shoulder placement exceeds 0.30' in 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 gallon/SQYD. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to intersection conform. 9. The Contractor will be responsible for adequately scheduling the 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 the State of California for traffic control or any work within the State's jurisdiction. Payment for this will be considered to be included in the various items of work. 11. The Contractor must enter into an agreement with the California Central Traction Company Railroad for any work within the Railroad's right—of—way. See SECTION 5-1.20C Railroad Relations of the Specifications for further details. COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND HA'RNEY LANE RESURFACING Sheet No. GENERAL NOTES (Beckman Road to State Route 88) 2 of 6