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Const. <br /> • Limits of Clearing and Grubbing <br /> a 12' 12' a <br /> 6' 4' 12' 12' 4' 6' w w <br /> ' O 24' Pavement Reinforcing Fabric L(-A. <br /> ' N <br /> Conform\ I c <br /> Conform_Vor, uyv� cj <br /> — T <br /> Variable Depth / 00 25' Asphalt Concrete Overlay <br /> Shoulder Backing (Typ.) Existing Roaawoy <br /> TYPICAL TRAFFIC <br /> 0 0.40' A.C. Sto 353+00 to Sta. 363+00 O 0.25' A.C. Sta. 353+00 to Sta. 363+00 <br /> Sta. 370+00 to Sto 374+00 Sta. 370+00 to Sto. 374+00 LANE LAYOUT <br /> Sta. 472+00 to Sta. 477+00 Sto. 472+00 to Sto. 477+00 <br /> Sta. 482+00 to Sto. 484+00 Sta. 482+00 to Sto. 484+00 <br /> High side of superelevation areas <br /> Note: Pavement thickness Transition (100' long) <br /> n D <br /> i D shall be provided at changes in <br /> w o overlay thickness. TYPICAL SECTION <br /> n <br /> N <br /> Sta. 308+00 to Sta. 634+50t <br /> 0 m <br /> a D N DESIGN DESIGNATION ��� y M. h� <br /> ti s a c, v <br /> r1 • Limits of Mailbox Relocation (20 Years-2014) <br /> A.D.T. = 7,200 T = 4% Exp. 9-30-97 <br /> A 12' Pavement Reinforcing Fabric D.H.V. = 720 V = 60 Jj Q <br /> Sta. 631 +70 to Sta. 633+70 D. = 52% 9l� Civ IC <br /> C/) v OF CANE" <br /> � £ Cr�GGiYn„ <br /> m <br /> "FDISI-Ully <br /> NTY OF SAN JOAQUIN N❑ SCALE TYPICAL SECTION FRENCH CAMP ROAD RESURFACING Sheet No. <br /> (Austin Road to State Route 120) 2 of 7 <br /> Date Project Engineer Date Checked Date Submitted Date p o t ecommended ate <br /> a , 4i95I*PlAvl- <br /> ` <br />