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Const. Limits of Clearing and Grubbing, Earthwork (Misc. Areas) and Mailbox Relocation *16' *16' See 6' — 9' 19' — 20' 3' — 8' See Sheet 3 I Sheet 3 for 24' Pavement Reinforcing Fabric for Shoulder Shoulder Details A.C. Overlay 1 0.25' Min. Details I 2% — 2% if 2%, 2% 2% — I — — — — — — — L 0.30' A.C. Existing Roadway Var. Depth A.C. Leveling a Widening (Typ.) (Sta. 26+80 to Sta. 34+30) Variable, crown offset 0' — 2'f. TYPICAL SECTION o $ Sta. 0+15 to Sta. 52+80 All mailboxes within the Project Limits shall be relocated by the Contractor * 17 Sta. 26+80 to Sta. 30+18 Lt.) to 20' from the Center Line of Sta. 26+80 to Sta. 30+32 Rt.) Construction to the face of the n Sta. 30+28 to Sta. 34+30 Lt.) Mailbox. g Sta. 30+43 to Sta. 34+30 Rt.) �. — `no Z GENERAL NOTES ' M 1. The Contractor shall obtain an Encroachment Permit and 5. All pavement repair must be completed 12 hours prior to enter into an agreement with Union Pacific Railroad Co. placement of asphalt 12 hours prior to placement of asphalt w for work and traffic control within UPRR Right of Way. concrete. 2. Railroad crossing work shall occur concurrent with the 6. Existing drainage facilities shall remain in place unless otherwise a Armstrong Road Improvements. Contractor shall coordinate noted. The Contractor shall conduct earthwork operations so as his operations with the UPRR. [Marvin Hoagland (209)942-5207 not to modify or obstruct the existing drainage. or Cell Phone # (209)969-1186] 7. Material used for shoulder backing shall be "Selected Material" 3. Contractor shall scarify native soil adjacent to pavement at (top soil) at Sta. 21+05 to Sta. 24+45 Rt. and intersection radii to a depth of 6" and blend shoulder backing Sta. 36+40 to Sta. 39+80 (Rt.). U) material prior to compaction. Limits of this work shall be 8. All earthwork, except final grading of the shoulders, shall be N confined to intersection radii plus 50' in each direction. completed prior to placing final layer of asphalt concrete. Payment for blending shall be considered as included in No Shoulder Backin shall be osited or drifted onto the ' o the price for Shoulder Backing. 9 de P final lift of asphalt concrete surfacing. A 4. The asphalt concrete shall be placed in two (2) layers of approximately equal thickness with pavement reinforcing fabric 9. All existing trees, shrubs, fences, concrete walks and other '' placed on existing or prepared surface. frontage improvements are to remain in place unless m otherwise noted. VZ 0 p COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS AND ARMSTRONG ROAD IMPROVEMENTS Sheet No. GENERAL NOTES (DeVries Road to Davis Road) 3 of 11 �DRAWN BY DATE PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED 7�Z716 TE `rG111CCI1t �1 M-aec,06 K !J' 7