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Const. <br /> Limits of ClearingandGrubbing and <br /> Earthwork (Misc. Areas) <br /> 4' �4' 10' I 10' �4' *4' <br /> I <br /> I <br /> 8% _ Var. Var. _ 8% VI <br /> Conform . —'' 0i Conform <br /> ■ Shoulder Backing <br /> Imported Borrow 25' Asphalt halt Concrete Overlay <br /> (Typ•) Existing Roadway p y (TYp ) <br /> LEGEND <br /> �k 2' — Sta. 80+50t to 87+50t <br /> •Limits of Mailbox Relocation TYPICAL SECTION <br /> Sta. 0+16 to Sta. 146+67 <br /> � ■Refer to General Note 1 <br /> S <br /> Gravel Shoulder — refer to <br /> m Note 2 <br /> n <br /> ; M <br /> GENERAL NOTES <br /> m <br /> a <br /> w <br /> 0 1. All earthwork (except for final grading of the 4. Where there is existing Asphalt Concrete Dike, <br /> D shoulders and placement of shoulder backing the limits of work shall be to the face of dike. <br /> ::E material) shall be completed prior to placing <br /> M <br /> X finished course of asphalt concrete. 5. Place Survey Monument Frames and Covers at the <br /> Ln following locations: <br /> ,_,, 2. Gravel shoulders shall be constructed by uniformly Sta. 40+40t <br /> 71 placing "Shoulder Backing" material at a rate of Sta. 67+08t <br /> 3 tons per station per side. The completed Sta. 93+73t <br /> o shoulder shall be flush with the edge of pavement. Exact locations to be determined by the Engineer. <br /> Refer to S.J.Co. Std. R-28 for details. <br /> �0 3. Trees, shrubs, and fences are to remain in place <br /> 'p unless otherwise shown on plans. <br /> Cni0 <br /> z <br /> COUNTY OF SAN JOAQUIN No scA� TYPICAL SECTION VAN ALLEN ROAD RESURFACING Sheet No. <br /> River Rd. to S.R. 120 2 of 4 <br /> Drown By Date Project Engineer Date Checked Date Submitted Date c econn mended Pate <br />