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10' 4' Min. Edge of pavement Eorthwork Existing See Note Below (Embankment pROFESS/0y Surface New A.C. Dike Repair) QST P D. Approx. Slope W M No. 38465 1 .5' Conform * r"v 3-31-09 1.00' Asphalt Concrete Existing Roadway Note: Width (4' minimum). Approximate dimensions and locations used for estimating Compact existing native to 90% \y\�� Existing C purposes are available upon request. Dimensions and compaction (top 1 ') and place Imported \�\\\ Ground 08 locations are subject to change of Engineer's discretion. Borrow to 90% compaction (top 1') rn PAVEMENT REPAIR DETAIL EMBANKMENT REPAIR DETAIL Peter D. ng ne Reg.stered Civil Ener 38465 Regi GENERAL NOTES: 1 . All earthwork (except for final shoulder grading shall be completed prior to placing final lift of asphalt concrete. No Shoulder Backing shall be deposited or drifted on the final lift of asphalt concrete surfacing. Where the Shoulder Backing placement exceeds 0.30' in thickness, the Shoulder Backing shall be placed in two fully compacted layers. LEGEND 2. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor shall conduct earthwork operations so as not to modify or obstruct the existing drainage. ® Variable Depth Asphalt Concrete 3. All existing trees, shrubs, fences and other frontage improvements are to remain in place unless Overlay otherwise noted. 4. Placement of asphalt concrete overlay shall not begin until the asphalt concrete used in pavement repair Earthwork (Embankment Repair) has been in place for 18 hours. 5. Removal of A.C. Dikes where shown on the plan shall be done in such a manner as not to damage the 0 Wetlands A m existing A.C. surface below the dike. z 6. Asphalt Concrete Overlay shall be placed 0 00' Depth of Asphalt Concrete m0.20' Asphalt Concrete Surfacing shall be placed in One (1) Layer with Pavement Reinforcing Pavement Planing Fabric placed on existing surface. a Limits of Asphalt Concrete 0.25' Asphalt Concrete Surfacing shall be placed in Two (2) Layers of approximately equal Pavement Planing thickness with Pavement Reinforcing Fabric between the layers. R Conform to Existing Radii 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 R & D Existing Asphalt Concrete Dike. plus fifty feet (50') in each direction or to the intersection conform. Place A.C. Dike (Type A) (High Dike) 8. The Contractor shall place bright orange temporary fencing at two locations as directed by the Engineer R & D Existing Asphalt Concrete Dike. to protect the drip line of Elderberry shrubs. Temporary informational signing, provided by the Engineer, Place A.C. Dike (Type C) (Low Dike) v, shall also be installed at these sites. Payment for furnishing and placing fencing and installing 'v informational signing will be paid under Item No. 25 Supplemental Work. z 9. The Contractor shall place Straw Waddles as directed by the Engineer to protect the Depressional E Wetland shown on the plans. Payment for furnishing and placing straw waddles will be paid under Item No. 25 Supplemental Work. �\ A ( w ., 10. Embankment Repair work shall be benched a minimum of 2' into existing slope. v{111b o COUNTY OF SAN d JOA UIN NO SCALE CONSTRUCTION DETAILS TRACY BOULEVARD RESURFACING Sheet No.Q AND GENERAL NOTES (Plata Road to Howard Road) 2 of 11 DRAWN BY DATE PROJECT ENGIN ER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE A )