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i Const Limits of Cleaning and Grubbing - - I 1' f4' 2'" - 16'-22' - - 16'-22' - 2' - 4' 1 24' Pavement Reinforcing Fabric -. Bio _ ✓O/ i�r VO— `Ol Conform - Conform _ - - - _ Existing Ground 0.25' Asphalt Concrete Overlay Variable Depth Existing Road Structure Shoulder Backing (Typ) GENERAL NOTES: TYPICAL SECTION 1. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete Ste 451 +90 to Sto 630+63 used in Pavement Repair has been in place for 12 hours. nm 2. Asphalt Concrete shall be placed in two 2 layers of approximate equal thickness with Pavement Reinforcing Fabric placed on existing or prepared surface. m 3. All earthwork (except for final shoulder grading) shall be completed prior to placing final lift of Asphalt Concrete. No Shoulder Backing material shall be deposited or K drifted on the final lift of Asphalt Concrete surfnring. See Note Be''ow ► Existing 4. Existing drainage facilities shall remain in place unless otherwise noted. The Surface Contractor shall conduct earthwork operations so as not to modify or obstruct the — existing drainage. 5. All existing trees, shrubs, fences and other frontage improvements are to remain in place unless otherwise noted. -- - 6. Shoulder Backing material at all intersection radii shall receive Penetration Treatment ,�91` p��p at 0.25 gallon/square yard. Limits of the Penetration Treatment work sholl be 0.50' Asphalt Concrete T Existing 3 y confined to the intersection radii plus fifty feet (50') in each direction or to the Roadway No. 38165 0 intersection conform. ew.nai_n �l " q p PAVEMENT REPAIR DETAIL oQ 7. Contractor will be required to obtain encroachment permits and enter into an "9 Clvlt `' V CN F _w o agreement with Caltrans and UPRR for work within the States and Railroad's jurisdictions, respectively. Note: Width (4' minimum). Approximate dimensions used for estimating purposes are available n 8. The Contractor shall be responsible for adequately scheduling inspection and testing upon request. Dimensions and locations are m of all facilities constructed under this contract. All testing shall conform to the subject to change at Engineer's � 'f// 9 QQ m Standard Specifications. All re-testing shall be paid by the Contractor. 1 9 g peer's discretion. �j / Oo Peter D. Martin RCE 38465 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION, CONSTRUCTION FRENCH CAMP ROAD RESURFACING Sheet No. DETAIL AND GENERAL NOTES (,lack Tone Road to State Highway Route 120) 2 of 5 DRAWN By DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RE ME DED DATE >a 2nv�rinvl ncina .• . .�� L . _ A .