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Const. <br /> CL Const. <br /> Limits of Clearing and Grubbing* <br /> and Earthwork (Roadway Widening) 3 <br /> 12' 12' v <br /> 4' 16' 16' 4' <br /> > <br /> 24' Pavement Reinforcing Fabric .2 <br /> 0 <br /> Conform 4't 1 4't Conform a �, <br /> LJ v <br /> w <br /> Var. Var.. <br /> — - - - <br /> Var. Depth Shoulder Backing Existing Roadwoy Asphalt Concrete Widening (Typ.) <br /> (T fp ) 0.25'—Sta. 213+10t to Sta. 264+90f <br /> *Asphalt Concrete Overlay 0.25'—Sta. 266+10f to Sta. 267+00 <br /> (See table below) 0.30'—Sta. 267+50 to Sta. 317+60f <br /> TYPICAL TRAFFIC <br /> • Limits of Mailbox Relocation <br /> TYPICAL SECTION DESIGN DESIGNATION LANE LAYOUT <br /> 3 (Sta. 211 +00 to Sta. 317+65) (20 Years — 2015) <br /> 4. A.D.T. = 4,000 T = 2% *ASPHALT CONCRETE OVERLAY <br /> i o <br /> D.H.V. = 400 V = 55 MPH Location Thickness <br /> D. = 557. Sta. 211+00 to Sta. 212+00 Var. <br /> GENERAL NOTES Sta. 212+00 to Sta. 267+00 0.25' <br /> Sta. 267+00 to Sta. 267+50 Var. <br /> 1. Material used for Shoulder Backing shall be 4. Telephone Service Manholes at Sta. 226+85(16.2' Lt.), Sta. 267+50 to Sta. 317+40 0.21' <br /> A "Selected Material" (Top Soil) at the following locations: Sta. 242+83(16.3' Lt), Sta. 258+84(16.0' Lt.), Sta. 317+40 to Sta. 317+65 Var. <br /> a) Sta. 211 +00 to Sta. 212+53t(Lt.) Sta. 274+84(17.0' Lt.), Sta. 283+86(16.5' Lt.), <br /> b) Sta. 232+65 to Sto. 234+20 (Rt.) Sta. 300+31(16.5' Lt.), Sta. 292+89(16.8' Lt.) ESS <br /> U) & Sta. 306+93(15.8' Lt.). shall be adjusted to SON. h <br /> m 2. Prior to placing shoulder backing, any excess material 4 <br /> z grade by others after completion of resurfacing. y r <br /> from widening excavation shall be spread and compacted. 3 <br /> N 258 <br /> 3. Survey Monument Frames and Covers shall be adjusted to � ¢1 <br /> finished grade at the following locations: Sta. 212+64, <br /> x, <br /> Sta. 239+09 and Sta. 265+52. 9TH CIVIL Oc�� <br /> CF CAL1E <br /> N <br /> O <br /> Z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION DAVIS ROAD RESURFACING sheet 5 <br /> (Armstrong Road to State Route 12) 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKEDDATE SUBMITTED DATE APPROVAL ECOMMENDED DATE <br />