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q <br /> Const. <br /> Limits of Clearing and Grubbing <br /> 10' 10' <br /> a a- <br /> Li w <br /> Refer to Shld. 10' 10, Refer to Shld. <br /> Details Sht. No. 3 Details Sht. No. 3 <br /> c <br /> 0 <br /> U <br /> Vor, Yar, <br /> ------------- <br /> Limits of Mailbox relocation. TYPICAL TRAFFI C <br /> Existing Roadway 0.25' Asphalt Concrete Overlay <br /> LANE LAYOUT <br /> TYPICAL SECTION <br /> Sto. 0+35 to Sto. 105+55 <br /> 8 <br /> o <br /> GENERAL NOTES <br /> 4. Placement of the to layer of Asphalt Concrete surfacing shall not begin <br /> 1. Material used for Shoulder Backing shall be Selected Materiar P Y P 9 9 <br /> (Top Soil) at the following locations: until the next lower layer has been in place for a minimum of 12 hours. <br /> ;a a) Sta. 43+75 to Sta. 46+00(Lt.) <br /> b) Sta. 89+25 to Sta. 96+50(Lt.) 5. Place Survey Monument Frame do Coven at Sto. 26+;54.54 (5' Lt. ) <br /> and Sta. 52+66.87 (2' Lt.). Exact location to be determined by <br /> = 2. All earthwork (except for final grading of the shoulders) the Engineer. Refer to S.J.Co. Std. Dwg. No. R-28, for details. <br /> m <br /> 11 shall be completed prior to placing final layer of asphalt <br /> 6. Pavement Marken shall be removed where Asphalt Concrete <br /> z concrete. <br /> o surfacing is less than 0.25' thick. <br /> 3. Depth of Asphalt Concrete Planing between Sto. 45+68d: do Sta. 45+73�t <br /> will be variable (0.00' to 0.15'). 7. All existing fences are to remain in place. <br /> 2 <br /> zz <br /> 9 NO SCALE TYPICAL SECTION VAN ALLEN ROAD RESURFACING Sheet No. <br /> A COUNTY OF SAN JOAQUIN (State Route 120 to Lone Tree Road) 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR ECOMMENDED DA <br />