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GENERAL _NOTES SCHEDULE OF <br /> 7 . 0.2n' Asphalt Concrete surfacing shall be plor_ed in two (2) <br /> layers of approximate equal thickness. ROADWAY WIDENING (LEFT) <br /> 2. The Contractor shall obtain an Encroachment Permit from Caltrans vement <br /> Pa <br /> prier to work within the State hlighway Route 120 Right-of-Way. Station Widening <br /> .3. All earthwork (except for final grading of shoulders) <br /> .shall be completed prior to placing final layer of asphalt concrete. 0+48 Conform <br /> 4. Surplus material from excavation 3+00 2.0' <br /> p (roadway widening areas) is to <br /> be used as embankment throughout the project on the west side.. 6 +00 2.0' <br /> 9+00 2.3' <br /> 5. Surplus material from excavation (earthwork miscellaneous areas) is 12+CO 2.D' <br /> to be placed immediately adjacent to the excavated areas; most of 15+00 2.3' <br /> east side uses this material for irrigation berms. 18+00 2.6' <br /> 6. Place Survey Monument Frames and Covers at the following 21 +00 1 .7' <br /> locations: Sto. 26+45t, Sta. 52+983 and Stu. 79+45t. 24+00 1 .2' <br /> Exocf Locations to be determined by the Engineer. 27+00 L3' <br /> 7. All earthwork, except for the final lift of shoulder backing, shall 30+00 1 .4' <br /> be completed prior to placing the final lift of asphalt concrete 33+00 1 .3' <br /> surfocing. No shoulder backing shall be deposited or drifted 36+00 1 .0' <br /> on the final lift of asphalt concrete surfacing. 39+00 12' <br /> 8. At locations within 50' of roadway intersections, the contractor 42+00 1 .0' <br /> sholl scarify native soil adjacent to pavement to a depth of 45+00 1 .0' <br /> 6 inches and blend shoulder backing material prior to compaction. 48+00 1 .3' <br /> i n <br /> o <br /> 52+42 1 .0' <br /> 9. The A.C. Leveling and A.C. Widening may be placed at the same time. <br /> Placement of Asphalt Concrete surfacing shall not begin until the 53+35 1 .4' <br /> asphalt concrete used in the Asphalt Concrete Leveling has been In 57400 1 .5' <br /> place a minimum of 12 hours. 60+00 1 .0' <br /> `^ 63+00 1 .5' <br /> -- t rn - _. 66+00 1 .8' <br /> rs 69+00 1.2' <br /> -- r 72 +00 1 .4' <br /> 76+00 1 .0' <br /> 79+00 1 .9' <br /> I {{ - 82 +00 1 .9' <br /> 85+00 1 .5' <br /> 0 <br /> r 91+00 1 .5' <br /> t, 94+00 2.0' <br /> 98 too 1 ,5' <br /> 101 +00 1 .5' <br /> m (To be installed by others) 104+00 2.1 ' <br /> SURVEY MONUMENT DETAIL 105+00 Conform <br /> COUNTY OF SAN JOAQUIN III SCALE GENERAL NOTES WAGNER ROAD RESURFACING sheet No. <br /> AND CONSTRUCTION DETAILS (State Highway Route 120 to Lone Tree Road) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEERDAT CHE KED DATE SUBMTTED DATE APPR RECOMMENDED DATE <br /> ,/c�9 1 j�( �/11 _ <br />