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50' A.C. 0.30' A.C. 0.30' A.C. Overlay 35' A.C. 0.30' A.C. <br /> Trans. Overlay Over Var. Leveling Course 25' Trans. Overlay <br /> Pavement <br /> 25' ,Repair <br /> C <br /> o � ..� o � <br /> V) <br /> Const. o++ a D o+o 0 o Existing Drainage Pipe <br /> o a n cn to remain in place (Typ.) <br /> = o , 3N) �� 3 � <br /> D cc m <br /> _.. <br /> n M <br /> O O < 0000 t° <br /> + + — + - + � . <br /> TULLY ROAD too <br /> ' <br /> 0. <br /> O <br /> 29C 90 id, <br /> 10 - 11 039 4 _ 41 42 0 <br /> gExisting Bridge � ` N <br /> m and 41 <br /> Metal Guard Rail _ _ E.P. <br /> r BEGIN OF PROJECT to remain in place <br /> o m D Northeast End <br /> i �? Bridge Headwoll <br /> >_ "X" Marked <br /> Elevation 94.52 <br /> 0 <br /> Pavement "X" Mark Pavement <br /> Repair Elevation 94.52 Repair <br /> LEGEND t't Leveling Elevations <br /> �o <br /> —to 6D <br /> = <br /> .08 Depth of Asphalt Concrete Pavement Planing w Ana � <br /> Surface N — 95 <br /> W 94 <br /> Ln <br /> Variable Depth Asphalt Concrete Overlay93 <br /> ' <br /> Asphalt Concrete Leveling <br /> W V <br /> Pavement Repair 00 o tO 1 <br /> O O Place Monument Frome and Cover. For 38 +50 39 +50 40 +50 41 STA <br /> locations See Sheet 8. <br /> m <br /> ■ Limits of Asphalt Concrete Pavement Planing <br /> rn R Conform to Existing Radii <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCS PLAN TULLY ROAD RESURFACING Sheet No. <br /> (Harney Lone to Brandt Rood) 3 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Siva 01/07 l p7 d5:� o �f v V117 <br />