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• Limits of Clearing and Grubbing Const. Const. • Limits of Clearing and Grubbing <br /> and Earthwork (Miscellaneous Areas) and Earthwork (Miscellaneous Areas) <br /> � + 6' 10' —� � 10' — 13' 1' <br /> Gutter Grade Gutter Grade Conform <br /> 2% 2% <br /> Vor. 2q 4— �,� <br /> 0.101t <br /> 0.50' Asphalt Concrete ( I 0.50' Asphalt Concrete <br /> A.C. Dike <br /> Type C (Low Dike) <br /> TYPICAL HALF SECTION TYPICAL HALF SECTION <br /> Sta. 2+85 to Sta. 4+50 (Lt.) Sta. 2+85 to Sta. 3+40 (Rt.) <br /> 4' Sta. 2 r 85 to Sta. 3 + 53 <br /> I' Sto. 3 + 53 to Stu. 4 + 50 <br /> I' Stu. 2 + 85 to Sta. 3 + 53 Const. <br /> 1& 4! Stu. 3 + 53 to Sta. 4 + 50 • Limits of Clearing and Grubbing <br /> and Earthwork (Miscellaneous Areas) <br /> • Limits of mailbox <br /> relocation 10' 7' 3' 5' <br /> Conform <br /> 2% Gutter Grade <br /> 0 5-�a <br /> voY <br /> o r= <br /> rrI <br /> yD 0.50' Asphalt Concrete <br /> r, 3 <br /> ., m <br /> w <br /> TYPICAL HALF SECTION <br /> Sta. 3+40 to sto. 4+50 (Rt.) <br /> . D THIRTEENTH STREET <br /> g Sta. 2+85 to Sta. 4+50 <br /> M <br /> A <br /> COUNTY OF SAN JOAQUIN ND SCALE TYPICAL SECTION MORRISON GARDENS RESURFACING S3eaf 1Na. <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date <br /> 4wvul Recommended Date <br /> 1193 6� .,..&e /1s3 0&,,d <br />