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LEGENCOD <br />92, F0-. 1-21 Depth of Asphalt Concrete Pavement Planing <br />oc000 <br />PP <br />40 qC Vohs Variable Depth Asphalt Concrete Overlay <br />Remove and Place/Replace Asphalt Concrete <br />(b 0.25' AC Overlay PCC Valley Gutter with Directional Flow <br />R x <br />o �' Limits of Asphalt Concrete Pavement Planing <br />i <br />�i000 p°� p, Existing Gas Valve to remain in place <br />^ R Conform to Existing Radii <br />Const EP « Direction of water flow <br />* <br />Ln (D NOTE: Existing Telephone Utility Maintenance <br />°' THORNTON F Q D 0) W Holes at Sto 16+00 (22' Rt), Sta 32+03 <br />(21' LI and Sto 44+16 (21' Lt) to <br />11 rn 12 13+ remain in place. <br />ae <br />" (D NOTE: Sta 34+26 to Sta 44+91 (16' Rt) <br />Existing AC Dike and Down Drains to <br />R EP remain in place. <br />NOTE: See Summary of Quantities for locations <br />of Place Monument Frame and Cover. <br />i � �� BEGIN PROJECT <br />/ Sta 10+27 <br />/ Clean existing 18'`"0 <br />cross drain CMP <br />0.25' AC <br />Sta 34+13 (25' Lt)--- COi1St EP <br />Clean existing 36"0 I n <br />b <br />H <br />CDI MP and cross dr <br />THORNT®N <br />PP <br />s o <br />v o? <br />m 4 N <br />�. LP a <br />EP .PP <br />COUNTY <br />4' <br />Conform 0.04' thick <br />AC at AC Dike Face <br />4,3 R' V A D/1777 <br />+ N co <br />C +� <br />Clean Existing --_-_- <br />Downdrain (Typ) Existing AC Dike to� <br />remain in place (Typ) 4 <br />Sta 43+07 <br />Clean existing 24"0 <br />driveway drain CMP <br />PLAN THORNTON ROAD IMPROVEMENTS Sheet No. <br />(Pei'tier Road to Walnut Grove Road 5 of 16 <br />