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Const. <br /> --- Limits of Clearing and Grubbing <br /> 2 0 See Sh <br /> See Shoulder — — 20' _ 47��__.__ -- -- 12' — 20' <br /> Details <br /> Details 24' — 48' P <br /> avement Reinforcing Fabric <br /> z' <br /> I <br /> var. var. <br /> 11 Limits of Mailbox relocation. 0.17' Asphalt Concrete— SHOULDER SCHEDULE <br /> Existing Roadway Overlay LOCATION TYPE <br /> ❑2 20' — Sto 0+78 to Sto 4+83 Lt. <br /> Stu. 0+78 to Sto. 5+42 (Lt) 1 <br /> 40' - Sto 5+42 to Sto a+ts Lt. TYPICAL SECTION sta. 0+78 to Sto. 16+35 (Rt.) <br /> 47' — Sto 17+00 to Sta 26+84 Lt. Sta. 5+42 to Sta. 24+50 (Lt.) 2 <br /> a 30' — Sto 30+00 to Sto 57+80 Lt. (Sta. 0+78 to Sta. 57+80) Sto. 16+35 to Sta. 48+86 (Rt.) 3 <br /> " > 20' — Sto 0+78 to Sta 16+35 Rt. Sta. 25+00 to Sta. 57+80 (Lt.) 1 <br /> 12' — Sto 16+85 to Sta 48+69 Rt. M A N TH E Y ROAD Sta. 48+86 to Sta. 57+80 (Rt.) 1 <br /> 20' — Sto 48+86 to Sta 57+80 Rt. <br /> i Const. Const. Const. <br /> R Limits of Clearin h Grubbi Limits of Clearing & Grubbing Limits of Clearing & Grubbing <br /> 0.08' A.C. <br /> --Var.�— �---µ 12' <br /> Conform Var. <br /> u. Exist. Conc. C.AcG. <br /> to remain in place (Typ) I_ <br /> -- - - - - - - - - -- - J Exist, conc. <br /> $ Variable Depth Grading plane curb to remain <br /> s Shoulder Backing (Typ) See Sht. No. 10 in place T <br /> for Detail <br /> z SHOULDER DETAIL — TYPE 1 SHOULDER DETAIL — TYPE 2 SHOULDER DETAIL — TYPE 3 <br /> P <br /> COUNTY OF SAN JOAQUN NO SCALE TYPICAL SECTION HOSPITAL ROAD RESURFACING Is <br /> S2eefNo. <br /> DRAWN RY DATE PROJECT (NEER DATE CHECKED DATE SUBMITTED DATE AP RECOMMENDED TE <br /> '"�`s,� i; <br />