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GENERAL NOTES: Const Limits of Clearing and Grubbing 1. From Sta 10+13 to Sto 63+33, 0.25' Hot Mix Asphalt Overlay must be placed and Mailbox Relocation in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed between the layers. — Limits of Earthwork (Misc Areas) 2. From Sta 63+33 to Sto 137+46, Hot Mix Asphalt Overlay must be placed in I f @ two (2) layers of approximately equal thickness with Geosynthetic Pavement 4' 4'* 1' Interlayer (Paving Fabric) placed on the existing or prepared surface. 3. Placement of Hot Mix Asphalt Overlay must not begin until the Hot Mix Asphalt I w Conform used in Pavement Repair has been in place for a minimum of 18 hours. I B9 _ _rv�+ ------------ - - 4. Placement of Hot Mix Asphalt Driveways must not begin until the Hot Mix Asphalt used for Mainline Paving has been completed. ----- ---- - J Shoulder 5. Existing highway and utility facilities must remain in place unless otherwise I Vor Depth HMA 0.25' Shoulder Backing noted. 6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must Existing Roadway remain in place unless otherwise noted. 7. Existing drainage facilities must remain in place unless otherwise noted. The EARTHWORK (MISC AREAS) DETAIL I Contractor must conduct earthwork operations so as not to obstruct the existing Lehman Road: Sta 36+17 Rt to Sta 38+19 Rt drainage. * 2' between Sta 36+24 and Stq 3f*-1� 8. 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 45 z surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Const o Shoulder Backing must be placed in two (2) or more fully compacted layers. Limits of Clearing and Grubbing ell g n and Mailbox Relocation A y 9. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work I Limits of M must be confined to intersection radii plus fifty feet (50') in each direction or I Earthwork z 6 (Misc Areas) D to the intersection conform, z m 10. The Contractor will be responsible for adequately scheduling inspection and G► - 3' 1' 1' testing of all facilities constructed under this contract with a minimum 24 hour a Conform g notice to the County. All testing must conform to the Standard Specifications. I w A All re-testing will be paid by the Contractor. 8q ----- 11. Prior to commencing any work, it will be the Contractor's responsibility to haveI oaf Exist Shoulder each utility company locate in 'the field their main service lines and laterals. ---------- - --- P The Contractor must notify members of the Underground Service Alert (U.S.A.) -0.25' HMA Overlay 48 hours in advance of performing excavation work by calling the toll free 0.25' Shoulder Backing 3� number (1-800-227-2600). Existing Roadway p 12. Railroad Note: The Contractor must enter into an Agreement with the Union Pacific Railroad (UPRR) for any work within the Railroad's right-of-way. See EARTHWORK (MISC AREAS) DETAIL II n SECTION 5-1.20C Railroad Relations of the Specifications for further details. Lehman Road: Sto 123+60 Rt to Sta 124+60 Rt P M l' o L NOTES AND LEHMAN ROAD RESURFACING Sheet EARTHWORK DETAILS (Linne Road to Ahern Road) 3 of DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE R. gorsdorf 02/2015 COUNTY OF SAN JOAQUIN NO SCALE GENERA No. 8