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r <br /> L <br /> R/W & CONST. <br /> Limits of Clearing and Grubbing <br /> 30 30' <br /> I <br /> 2' ---W_* 8v *8' go 12' 12' *8' No -go— 4' 4' 2' <br /> Conform <br /> / <br /> Var. 8% 2% 2% <br /> • '•'s o' o.•• .e .a'.•d a .s'• a e•. :,r ..t o •d `+Q` • �\ <br /> Conform <br /> 0.25' Asphalt Concrete Gutter Grade <br /> 0.50' Aggregate Base <br /> SHOULDER DETAIL 1 <br /> 0.80' Aggregate Subbase SHOULDER DETAIL 2 <br /> 4'—Sta. 166+00 to Sta. 172+00 <br /> * Graveled Shoulder—Refer to General Note 1 <br /> SHOULDER SCHEDULE ■ 24' —Sta. 230+40 to Sta. 239 +30 (Rt.) <br /> Refer to Plan Sheet 10 for Details. <br /> Sta . to Sta . Lt. Rt. TYPICAL SECTION <br /> i <br /> 140+00 - 144+00 1 2 <br /> Sta . 140 +00 to Sta . 297+78 <br /> 144+00 - 147+00 1 1 <br /> 147+00 - 150+00 2 1 <br /> 150+00 - 165+00 2 2 <br /> 165+00 - 173+00 2 1 GENERAL NOTES <br /> 173+00 — 226+00 2 2 1 . Graveled Shoulders " shall be constructed by <br /> 226+00 — 236+00 1 1 uniformly placing Shoulder Backin material <br /> at a rate of 6 tons per station each side). <br /> 236+00 — 242+00 1 2 <br /> The completed graveled shoulder shall <br /> 242+00 — 245+00 2 2 be flush with the edge of pavement. <br /> 245+00 — 269+00 1 2 2. The contractor shall remove and dispose of all <br /> existing drainage facilities unless otherwise shown <br /> 269 +00 — 280+00 2 2 on the plans. <br /> 280+00 — 281 +00 2 1 3. Attention is directed to Section 7- 1 . 14, " Cooperation" <br /> 281 +00 — 289 +00 1 1 of the Standard Specifications. Contractors for the <br /> North County Sanitary Landfill will be at work constructing <br /> 289 +00 — 292+00 2 1 access road (Sta. 238+ 10— Right) and landfill site. <br /> 0 <br /> 292+00 — 297+00 2 24 . Compaction Equipment - Vibratory rollers shall not be used o <br /> between Sta. 174+ 00 and Sta. 178+00. o <br /> Z <br /> w <br /> N <br /> J <br /> Ln <br /> Z L <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATEw <br /> 4190 HARNEY LANE RECONSTRUCTION SNOB ATOTAL <br /> �rg� m�„�_4/j ;- � , j� �/j9, COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION PROJECT Tull Road to Clements Road 2 co <br /> PLE NAME DRAWER SHEET NO.= ACAD <br /> R0,j pH ,.L 3 D:\HARNEY\SHEET2 <br />