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0.17' A.C. <br /> Refer to Sheet #5 <br /> for Encino Ave. <br /> gyp. overlay. <br /> �Co CONST. I4ConIIform to overlay. <br /> PG � <br /> 5 <br /> \� � rn <br /> E.P. E.P. <br /> °O (�Y ta ° 15ooQeO�� EP Sta. 15+45 Encino Ave. l E.P. <br /> Sto. 15+91 Paloma Ave. <br /> ExistingSide Drain o s P to remin in place. <br /> I I + <br /> 04 <br /> � N <br /> \ <br /> Oo 6 / Existing A.C. Dike co <br /> j \o, O ' to remain in place. (Typ.) E II <br /> l`0 <br /> 0\ \ \r —0.17' A.C. 50 0 11 ° <br /> ° if <br /> 0°, o 0 See Sheet 6 for A.C. Gutter Grade Detail. VV Trans. 0 II 1 ° <br /> � <br /> \ 025' 2 <br /> 0 BEGIN OVERLAY <br /> E.P. CONST. <br /> ►FrFun ° <br /> 10W <br /> Variable Depth Asphalt <br /> m Concrete. <br /> 23 <br /> r- R Conform to Existing Radii. 24 o <br /> �i rn J <br /> Q z0.00' Depth of Asphalt Concrete <br /> 3 Pavement Planing. /E.P .' �� C-) <br /> M ■ Limits of Asphalt Concrete i3 c I x <br /> Pavement Planing. END OVERLAY �� o <br /> • See Sheet No. 6 for Section <br /> 01 I I a <br /> A–A. (Planing Detail) ¢I J I <br /> D -^-- Direction of Flaw Surface PALO MA AVENUE <br /> In r£i Drainage. v �Existing Curb & Gutter <br /> ;a to remain in place. <br /> COUNTY OF SAN JOAQUIN Sheet No. <br /> o No SCALE PLAN EL CAMINO SUBDIVISION RESURFACING 3 of 7 <br /> Drawn By Date I Project Engineer Date Checked Date Submitted Date 94aj 94aRecommended I Date <br />