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Const. <br /> 'Limits of Clearing & Grubbing <br /> 10' 10' g' <br /> Conform Conform <br /> Var. Vor. <br /> Var. — Var. <br /> — — — <br /> 0.25' Asphalt Concrete Shoulder Backing (Typ.) <br /> (See General Note #2) <br /> • Limits of Mailbox Existing Roadway <br /> Relocation. <br /> • 4'—Sta. 22+25 to Sta. 26+77 (Lt.) <br /> TYPICAL SECTION GENERAL NOTES <br /> 1. Existing pavement markers may remain in place <br /> Sta. 13+50 to Sto. 26+77 where overlay thickness is 0.25' or greater. <br /> 2. Material used for shoulder backing at the S.E. corner <br /> of Springer Lane and on the northside between <br /> Sta. 20+10f and Sta. 21+15 shall be "Selected Material" <br /> (Topsoil) from the west shoulder of Extension Road. <br /> Conform ® E.P. Payment for this work will be by Item #1, Force Account. <br /> D <br /> n <br /> p 1z <br /> r Existing Width ' R = Conform to <br /> m 12' Min. Existing Radii. <br /> z <br /> D <br /> m <br /> m <br /> TYPE D TYPE E <br /> 0.30' Asphalt Concrete over shaped Variable depth Asphalt Concrete J. Adios 9 919199 <br /> D and compacted native material. over existing paved driveway. <br /> TYPICAL DRIVEWAY <br /> A No Scale <br /> 0 <br /> Z COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION and HARNEY LANE RESURFACING Sheet No, <br /> CONSTRUCTION DETAILS Extension Rd. to Lower Sacramento Rd. 7 OF 73 <br /> Drown By Date I Project Engineer Date Checked I Dote Subni{{ed Date r A rov lReconnentled n <br /> x189 s/as 8�>t .d iB9 <br />