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Const I Limits of Clearing and Grubbing and Mailbox Relocation See EP ( EP See Shoulder 9,+ g,+ Shou der Details 11 p Details On Sheet Min 8 T 8 Min On Sheet No. 3 Pavement Reinforcing Fabric i Pavement Reinforcing Fabric No. 3 Safety�0, Vor I Var + 3\ Safety Edge Edge z Edge I--- -------------- ------------ -----� TYPICAL SECTION 0.25' AC Overlay Structure Existing Road Ste 10+15 to 62+80 Ste 63+57 to 116+12 GENERAL NOTES: 1. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in place for a minimum of 18 hours. 2. The 0.25' Asphalt Concrete shall be placed in two (2) layers. of approximately equal thickness with Pavement Reinforcing Fabric placed over the first the layer. 3. Placement of Asphalt Concrete Driveways shall not begin until the Asphalt Concrete used for Mainline Paving has been in place for a minimum of 18 hours. 4. No Shoulder Backing material shall be deposited or drifted on the final layer of Asphalt Concrete surfacing. Where the shoulder placement exceeds 0.30' in thickness, the Shoulder Backing shall be placed in two (2) or more fully compacted layers of approximate equal thickness. 5. The Contractor shall conduct earthwork operations so as not to modify or obstruct the existing drainage. 6. Existing highway and utility facilities, including roadside signs, trees, shrubs, fences, .utility poles and other frontage improvements shall remain in place unless otherwise noted. 7. Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work shall be confined to the intersection radii plus fifty feet (50') in each direction or to the intersection conform. 8. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the Standard Specifications. All re—testing shall be paid by the Contractor. COUNTY OF SAN JOAQUIN �No SCALE 9. Minor structure (Sta 86+78 to Sta 86+91), cross drain pipes (9 locations throughout), and driveway pipes (9 locations throughout) shall be cleaned and paid for under the Cleaning Existing Drainage Facilities item, and no additional compensation will be made thereof. Location of cross drain and driveway pipes are listed below. Cross DfOlrl Pipe Locations Sta 10+52 Sta 32+31 Ste 52+92 Ste 60+00 Ste 67+80 Ste 67+85 Ste 88+14 Ste 101+56 Ste 112+55 Drivewdv Pioe Locations Sta 34+07 (Lt) Sta 51+10 (Lt) Sta 57+70 (Lt) Sta 59+15 (Lt) Sta 67+24 (Rt) Sta 78+62 (Rt) Sta 79+75 (Rt) Sta 80+71 (Rt) Std 83+62 (Lt) TYPICAL SECTION & GENERAL NOTESME JACK TONE ROAD RES (Peltier Road to Collier Sheet No. 2 of 6