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GENERAL NOTES: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on existing or prepared roadway, unless noted otherwise. 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. 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. 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 confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. q - Const 8. 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. 9. 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. 10. 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 (U.S.A.) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811. 11. The Contractor must obtain an Encroachment Permit from Caltrans for traffic control or any work within their jurisdiction. Payment for this will be considered as included in contract prices paid for the various items of work included. UPA%WiNG -'em thkV nil* Dream Sh"M 1 ON# R :: .x Ort{1sib11 Br InepwUng TIN 8lte Of Mie* Limits of Clearing and Grubbing and Mailbox Relocation 1 ' 2' 2' 20'-22' 1 19'-21' Geosynthetic Pavement Interlayer (Paving Fabric) 0.5 0.5 ---{ TE Match Match �/ TE II8% o _Existing Slope Existing Slope 8% 71 777�2= i%••ZZ �� W — — — — — — — — — — — — — —— ------———— — — — — — I Conform Conform 0.25 HMA Overlay Existing Roadway cv Grade existing ground Variable Depth �^ D to place TE Shoulder Backing T m 1 min width (Typ) TYPICAL SECTION g (yp) m Van Allen Road: Sta 9+80 to Sta 113+92 M z GENERAL NOTES AND VAN ALLEN ROAD RESURFACING Sheet No. COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION (State Route 120 to Lone Tree Road) 2 of 5 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE -Ton Curry OI�21 �� _a . ?-l/�lz! !/7!2./