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rt Const. <br /> Limits of Clearing and Grubbing <br /> 1 ' 8 4' 12' 12' 4' 8' 1 , <br /> 24' Pavement Reinforcing Fabric <br /> Conform _Var. .Var. I Vor., Vor Conform <br /> o Vp`� <br /> o I Existing Roadway Shoulder Backing <br /> D: Existing Depth (Typ.) <br /> 24 0.25' Asphalt Concrete Overlay <br /> LO <br /> ■- <br /> so' o.00' TYPICAL SECTION GENERAL NOTES <br /> Sto. 83+50 to Sta. 179+50 1 . 0.25' A.C. Thickness — Two (2) layers of approximate <br /> °D equal thickness with pavement reinforcing fabric on the <br /> 0) E. existing pavement surface. <br /> 0.25' A.C. QL ESS! <br /> DESIGN DESIGNATION <br /> a — — — ;p — — — (20 Years — 2018) 3p�yy��' 9i <br /> - Lower Sacramento Road No. 21258 A <br /> 135 136 0 — — — A.D.T. = 6,500 T. = 27 * Em. 9-30-01 <br /> — — — — — — D.H.V. = 650 D 2 — ��— Z rq� CIVIL <br /> > r� FBF CAL\EOE� <br /> v <br /> 0.25' A.C. • d`a <br /> E.P. > <br /> � <br /> Note: 0.25' A.C. Overlay Roadway for a 4' 12' 12' 4' <br /> ® Lower Sacramento Road. o <br /> `a <br /> 1 EGENn w <br /> T <br /> 0 <br /> I 24' I <br /> � iM Variable Depth Asphalt Concrete Overlay. a <br /> I "—� I 00 Depth of Asphalt Concrete Pavement Planing. w <br /> X TYPICAL TRAM <br /> vW) d I ■ Limits of Asphalt Concrete Pavement Planing. TLME <br /> AN•', , w <br /> Z INTERSECTION DETAIL R Conform to Existing Radii. LE LAYOUT <br /> g COUNTY OF SAN MAQfUIN NO SCALE TYPICAL SECTION LOWER SACRAMENTO ROAD RESURFACING Sheet No. <br /> (Acampo Road to Jahant Road - East) 2 of 4 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE 5W RECOMMENDED DATE <br /> 1 5/9e 1 1711CIA91 ,p.. Tl/tea araG.j W '/.,/le i 7u/ <br />