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N <br /> 100' Trans. Conform 20't i 0.08 <br /> Var. A.C. <br /> •25' 5+50 • 1p' 0.00 Sta. 158+13.96 <br /> r '� Place Survey Monument Frame rLConst. <br /> TT , & Cover. Refer to San Joaquin <br /> 0 o <br /> E.P. 50 County Standard No. A-8 <br /> 11 offset- 11 for details. E.P. <br /> 156 57 158 159 - 161 _ ....... <br /> --- <br /> Eo E.P. '� E.P. R/W 1.5' offset <br /> I (0 *� 60 <br /> o (Survey) <br /> 0 0.00 <br /> � 0.08' 10' • Conform <br /> 24't 4+40 <br /> � w � <br /> BEGINNING OF PROJECT > <br /> w <br /> DRA\N1 �< <br /> ART lqr rD'I1AM <br /> 100' trans. / -30- 924, lhrlyy`' Et; <br /> D vat. A.C. •zs' t l LEGEND <br /> Const. <br /> o Variable Depth <br /> E.P. o o ® Asphalt Concrete <br /> 1.5' offset o 0 <br /> Limits of Asphalt <br /> Concrete Pavement Planing <br /> M 177 178 179-- F-0—DO-1 Depth of Asphalt <br /> z o — '—'- Concrete Pavement Planing <br /> D o <br /> M (Ci R/W `Eo 'R Conform to Existing Radius <br /> (Survey) <br /> 0 <br /> END OF PROJECT <br /> A <br /> E'P' <br /> D <br /> M <br /> M <br /> A <br /> Z COUNTY OF SAN JOA UIN PELIIER ROAD RESURFACING Sheet No. <br /> 0 o Q NO SCALE PLAN De Vries Rd. east 0.50 mile 3 of 4 <br /> Drown By Dote Project Engineer Dote Checked Dote Submitted Dote Ap r v t Recommended Date <br /> P. D. <br />