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(i Const. <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 9'-12' 9'-12' <br /> E 4' *Pavement Reinforcing Fabric 4E <br /> 0 0 <br /> C Vor. Varma 2 <br /> U r VaV U <br /> - t-Z-Q=:; ------ <br /> 0.17'-0.25' Asphalt --- <br /> Shoulder Backing Exist. Roadway Concrete Overlay (See Plan) <br /> or Topsoil (Typ.) <br /> TYPICAL SECTION *Guernsey Ave: 20' - Sta. 9+92 to Sto. 15+96 <br /> All Streets 20' - Sto. 16+78 to Sto. 22+00 <br /> 17' - Sto. 22+00 to Sto. 29+75 <br /> 0 Section Ave: 18' - Sto. 10+52 to Sta. 14+00 <br /> 22' - Sto. 14+00 to Sto. 16+00 <br /> D GENERAL NOTES: 21 ' - Sta. 16+00 to Sto. 21 +35 <br /> M 1. Contractor shall scarify native soil adjacent to 5. Asphalt Concrete shall be placed as follows: Note: No Fabric will be placed on David Street, <br /> pavement at intersection radii to a depth of 6" 0.17' A.C. Thickness: Single layer over existing Netherton Avenue, Broadway Avenue, <br /> and blend shoulder backing material prior to or prepared surface. or Garden Avenue <br /> compaction. Limits of this work shall be confined 0.21 '-0.25' A.C. Thickness: Two (2) layers of <br /> to intersection radii plus 50 feet in each direction. <br /> Payment for blending shall be considered as approximate equal thickness with pavement reinforcing <br /> fabric over existing or prepared surface. <br /> included in the price for Shoulder Backing. <br /> 2. Existing drainage facilities shall remain in 6. Cos valve frame and cover to be adjusted by others <br /> place unless otherwise noted. The Contractor after completion of project. <br /> shall conduct eorthwork operations so as not <br /> to modify or obstruct the existing drainage. 7. Contractor is to notify the City of Stockton Municipal Utilities <br /> Department at (209) 937-8750 48-hours in advance of <br /> 3. All earthwork (except for final shoulder grading) Adjusting the Sanitary Sewer Maintenance Holes to finish grade. <br /> o shall be completed prior to placing final lift <br /> of asphalt concrete. <br /> m <br /> 4. Placement of Asphalt Concrete surfacing shall not begin <br /> M until the Asphalt Concrete used in pavement repair has 1n � <br /> Z been in place for 18 hours. - <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE Typical Section BURKETT ACRES RESURFACING Sheet No. <br /> and General Notes (Six Streets — See Title Sheet) 2 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE gHECKED DATE APPROVAL RECOMMENDED DATE <br />