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Refer to <br />Shoulder Details <br />Sheet No. 3 <br />Const. <br />12' -•F -- 12' <br />Refer to <br />Shoulder Details <br />Sheet No. 3 <br />0.25' Asphatl Concrete Overlay <br />with Pavement Reinforcing <br />L Existing Roadway Fabric. See General Note No. 3. <br />TYPICAL SECTION <br />Sta. 54+00 to Sta. 105+00 <br />Sta. 108+25 to Sta. 159+00 <br />GENERAL NOTES <br />1. Asphalt Concrete used for Pavement <br />Repair shall not be place in layers <br />which do not exceed 0.50' in compacted <br />thickness. <br />2. Placement of Asphalt Concrete surfacing <br />shall not begin until Asphalt Concrete used <br />for Pavement Repair has been in place <br />for a minimum of 36 hours. <br />3. Asphalt <br />Concrete Surfacing shall be <br />placed <br />in 2 layers of approximately <br />equal thickness. <br />Pavement Reinforcing <br />Fabric <br />shall be placed between the <br />layers. <br />Width of Pavement Reinforcing <br />Fabric <br />shall be as follows: <br />Sta. <br />54+50 to Sta. 94+75 = 24' <br />Sta. <br />94+75 to Sta. 104+50 = 20' <br />Sta. <br />109+25 to Sta. 158+50 = 20' <br />4. Telephone manhole <br />frames and covers <br />located in the left <br />shoulder area will <br />be adjusted to grade by Pacific Bell <br />after the project is <br />completed. <br />5. Survey monument <br />frames and covers <br />shall be adjusted <br />to grade at the <br />following locations: <br />Sto. 79+18f, <br />Sta. 82+18t, Sta. <br />86+08t, <br />Sta. 94+75f, and <br />Sta. 133+35t. <br />Exact location to <br />be determined by <br />the Engineer. <br />Ood,6. All earthwork, (except for final grading <br />, of the shoulders and placement of <br />o n COnSt. shoulder backing material), shall be <br />completed prior to placing finished <br />s o 26 4 course of asphalt concrete. Existing <br />rt Conform Existing Surface drainage shall not be obstructed. <br />7. Gravel shoulders shall be constructed <br />.__ __ _.. ._ _........ .......-..- __.J by uniformly placing shoulder backing <br />M material at an uniform rate of 3 tons <br />Z per station (each side). The completed <br />D Grading Plane - - - -- -- shoulder shall be graded flush with the <br />M edge of pavement. <br />Existing Curb 8. The existing pavement shall be planed <br />aand Gutter across Elkhorn Drive intersection in <br />N d line with lip of gutter. <br />70 Note: Asphalt Concrete Surfacing PLANING DETAIL 9. Existing pavement markers may remain <br />:C not shown for clarity. <br />MSta. 81+48t to Sta. 94+75 (Rt.) in place where asphalt concrete overlay <br />;;uthickness is 0.25' or greater. <br />DAVIS ROAD RESURFACING Sheet No, <br />COUNTY OF SAN JOAQUIN Na SCALE TYPICAL SECTION <br />Bear Creek to U.P.R.R. 2 of 6 <br />Drawn By Date Project Eng Date ! Checked Date Submitted Date Appro al Recommended Date <br />it/,7/ro <br />