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F—i m z 0 1' , 2'I 2' TE COnst Limits of Cleannq and Grubbinq and Mailbox Relocation Geosynthetic Pavement Interlayer Match xisting Roadway Match 0.25 HMA (Type A) Over TYPICAL SECTION *Bright Road (24') : Sta 10+12 to Sta 31+98 *Endow Road (24') : Sta 10+00 to Sta 53+37 *Lockhart Road (23') : Sta 10+12 to Sta 28+43 TE Grade existing ground to place TE 1' min width (Typ) Existing Surface GENERAL NOTES: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal 9. The Contractor will be responsible for adequately scheduling inspection and testing thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the of all facilities constructed under this contract with a minimum 24 hour notice existing or prepared surface. to the County. All testing must conform to the Standard Specifications. All 2. Placement of HMA Overlay must not begin until the HMA used in Pavement re—testing will be paid by the Contractor. Repair has been in place fora minimum of T$ hours. 10. The Contractor must exercise due caution and carefully preserve survey bench 3. Placement of HMA Driveways must not begin until the HMA used for Mainline marks, control points, reference points and all survey stakes, and must bear all Paving has been completed. expenses for replacement and/or errors caused by their unnecessary loss or 4. Existing highway and utility facilities must remain in place unless otherwise noted. disturbance. 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 must be deposited or drifted on 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. 8. Shoulder Backing material at all intersections 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. COUNTY OF SAN JOA UIN No scALE TYPICAL SECTION AND BRIGHT, Q GENERAL .NOTES. (aright Road DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE incept chi/C'pprW Qh. 7/06/17 G'ppW 266mmer 7/06/17 7- 7 Sheet No.