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Const. GENERAL NOTES: Limits of Clearing and Grubbing, and Mailbox Relocation 1. Shoulder Backing Material at all intersection radii shall receive penetration treatment at 0.25 gallon/square yord. See See Plans for Pavement Width 1 See Plans for Pavement Width See Limits of the penetration treatment work sholl be Sheet No. 3 ❑ Sheet No. 3 confined to the intersection radii plus fifty feet (50') for 22' Pavement Reinforcing Fabric for in each direction or to the intersection conform. Shoulder Shoulder Details 0.25' A.C. Overlay Details 2. All earthwork (except for final shoulder grading) shall be �yar. Vor.� 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 18' Sta. 17+66 to Ste. 43+07 (Morse Road) I Existing Roadway compacted layers. Imported Borrow shall have a minimum R–Volue of 15. TYPICAL SECTION 3. Existing drainage facilities shall remain in place unless GOLEVIEW ROAD AND MORSE ROAD otherwise noted. The Contractor shall conduct earthwork operations so as not to modify or obstruct the existing Const. drainage. 4. All existing trees, shrubs, fences and other frontage Limits of Clearing and Grubbing, Earthwork Misc. Areas and Mailbox Relocation improvements ore to remain in place unless otherwise noted. R See 16 16 See g Sheet No. 3 Sheet No. 3 5. Asphalt Concrete overlay shall be placed for 24' Pavement Reiniorcin Fabric for 0.33 2 layers of approximately equal thickness with ShoulderI 0.33 A.C. Overlay Shoulder paavemeent reinforcing placed on the leveling Details over Leveling Course Details 0.25' 2 layers of approximately equal thickness with g, 2%. x-29 27 2� pavement reinforcing fabric placed over b existing pavement. _ 6. Placement of asphalt concrete overlay shall not begin — — — — — — — — — m until the asphalt concrete used in pavement repair � 4't Existing Roadway q't has been in place for 12 hours. TYPICAL SECTION 7. The contractor shall obtain an encroachment permit prior to placing any signs within the City of Stockton's BRANDT ROAD jurisdiction. Payment for this shall be in considered to - be included in other items of work. Const. � 16' 16' ' Vor. Depth A.C. Leveling Course 6 ' 27t RECD, D AWIIN ,. , Level — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Level Corrections Uy No Changes y n Existing Roadway� — 0.35' Asphalt Date a ... . o Concrete Base Any Person Using t1his Dra,%., .-::iould Verity Om ASPHALT CONCRETE (TYPE B LEVELING (Typical) All Information By insaeff-- ra Slte 01 wary 0 COUNTY OF SAN JOAQUIN NO SCALE TYPGENERAL SECTION AND BRANDT ROAD AND MORSE COLONY IMPROVEMENTS Sheet 9 DRAWN BY DATE PROJECT ENGINEERDATE DATE APPROVAL RECOMMENDED DATE