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Const. <br /> Const. <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> Refer to Shld. 12, 12' Refer to Shld. 4 2'- 12' <br /> Details Details <br /> (This Sheet) (This Sheet) Finished Grade <br /> 22' Pavement Reinforcing Fabric Conform <br /> _gq, ,Var. <br /> r <br /> .Var. Var— <br /> Variable Depth <br /> (Shld. Backing) Existing Roadway <br /> 0.25' Asphalt Concrete Overlay <br /> Existing Roadway 0.25' Asphalt Concrete Overlay <br /> 6" Maximum Fabric Overlap. <br /> Limits of Mailbox relocation. TYPICAL SECTION SHOULDER DETAIL — 3 <br /> Sta. 5+00 to Sta. 83+60 <br /> Notes: Refer to X–Sections for exact <br /> dimensions where variable <br /> y dimensions are noted. <br /> Const. Const. SHOULDER SCHEDULE <br /> n n Limits of Clearing and Grubbing do Limits of Clearing and Grubbing Locations Lt. Locations Rt. <br /> Sta. 5+40 to Sta. 22+50 2 Sta. 5+60 to Sto. 9+50 1 <br /> N Var. 4' 12' g' 12' Sta. 22+50 to Sta. 34+50 1 Sta. 9+50 to Sta.. 13+50 2 <br /> 9 1'-4' Sto. 34+50 to Sta. 39+00 2 Sta. 13+50 to Sta. 15+00 1 <br /> inished Grade Finished Grade Sta. 39+00 to Sta. 46+50 1 Sta. 15+00 to Sta. 23+50 2 <br /> Sto. 46+50 to Sta. 50+50 2 Sta. 23+50 to Sto. 33+50 1 <br /> ConformSto. 50+50 to Sta. 51+50 1 Sta. 33+50 to Sta. 46+50 2 <br /> Conform <br /> ,8%_ —Var. Var Var. Sto. 51 +50 to Sto. 59+50 2 Sta. 46+50 to Sta. 49+50 1 <br /> Var <br /> Sto. 59+50 to Sta. 65+00 3 Sto. 49+50 to Sto. 82+00 2 <br /> Sta. 65+00 to Sta. 69+50 2 Sta. 82+00 to Sta. 83+60 1 <br /> Sto. 69+50 to Sta. 76+50 3 <br /> or <br /> k. = Variable Depth Variable Depth Sta. 76+50 to Sto. 80+50 2 <br /> ml (Shld. Backing) Existing Roadway (Shld. Backing) LExisting Roadway Sta. 80+50 to Sto. 83+60 1 <br /> 0 0.25' Asphalt Concrete Overlay 0.25' Asphalt Concrete Overlay <br /> A SHOULDER DETAIL — 1 SHOULDER DETAIL — 2 <br /> m <br /> V1 <br /> z SHOULDER DETAILS <br /> g COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTION ASHLEY LANE RESURFACING Sheet No. <br /> (N. 99 Frontage Road to Hildreth Lane) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE ,,,�,-y CHECKED DATE SUBMITTED DATE APPR2 RECOMMENDED DATE <br /> .db..y to/ss <br /> Yap- I'trs/9G lI�.aYlw a.�. I�5/ <br />