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Const. <br /> I <br /> I <br /> I <br /> Limits of Clearing and Grubbing and Mail Box Relocation <br /> 1't 4 2' 12' 12' 2' 4' 1'f <br /> 22' Pavement Reinforcing Fabric <br /> Varma 8—'$ Conform <br /> Var <br /> Conform 8y .-a y <br /> or_ <br /> ir <br /> �F / 0.25' A.0 Shoulder Back g <br /> Existing Roadway Overlay Depth Varies, yp.) <br /> m <br /> i <br /> TYPICAL SECTION <br /> Sta. 276+00 to Sta. 368+50 <br /> n D 0' Sta. 281+80 to Sto. 282+65 (Lt.) <br /> 0 <br /> Q 2' Sta. 281+80 to Sta. 282+65 (Lt.) <br /> v <br /> GENERAL NOTES <br /> n3. All earthwork (except for final lift of <br /> 3 1. The contractor shall obtain ❑ "No Fee" Encroachment Permit <br /> from Stanislaus County for work within their jurisdiction.from backing) shall be completed <br /> A Permit application shall be obtained from the Encroachment Permit Division prior to placing final layer of asphalt <br /> at 1010 10th Street, Ste. 3500 concrete. <br /> a Modesto, CA 95353 (Phone: 209-525-6552). <br /> = 4. Asphalt Concrete shall be placed in <br /> 2. Contractor shall scarify native soil adjacent to pavement to a depth of 6 two layers of approximately equal thickness <br /> inches and blend shoulder backing material prior to compaction. Limits with pavement reinforcing fabric between the layers. <br /> N of this work is confined to intersection radii plus 50' each direction. Payment <br /> for blending shall be considered as included in the contract unit price paid 5. Placement asphalt concrete surfacing shall <br /> c, for shoulder backing. not begin until the asphalt concrete used <br /> o� n in pavement repair has been in place for 24 hours. <br /> h' <br /> A <br /> J <br /> G z <br /> No SCALE TYPICAL SECTION COMETA ROAD RESURFACING sheet No. <br /> COUNTY OF SAN JOAQUIN AND GENERAL NOTES (Dodds Rd to Victory Rd) 2 of <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHEGKED DATE SUBMITTED DATE APPROV RECOMMENDED DATE <br /> M.T. Chavez Av6. 02 Cnr��i np, l7/ �Lo y/ d h lizfD <br />