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Const. a a <br /> w w <br /> Limits of Clearing and Grubbing -_-___ 6' 12' 12' 6' <br /> 26' --- 26'— <br /> I <br /> 8' 6' 12'— 12' ----6' 8' c <br /> 0 <br /> U <br /> 6' 2' 24' Pavement Reinforcing Fabric 2' 6'— <br /> i <br /> _VOr. <br /> Vo. I �a Vor <br /> Conform Vor. Vor, Conform <br /> `�� TYPICAL TRAFFIC <br /> Existing Roadway 0.25' Asphalt LANE LAYOUT <br /> Concrete Overlay <br /> Var. Depth <br /> Shoulder Backing <br /> w TYPICAL SECTION <br /> n <br /> 6 Sta. 630+70 to Sta. 786+00 E� <br /> ' 9 Limits of Mailbox Relocation <br /> rn 9 <br /> No. 21258 <br /> ;r * rmv. 9-3o-ol <br /> GENERAL NOTES <br /> '91E. <br /> 1. All earthwork, (except for final grading of shoulders) shall be CMI <br /> ;' ' ' CAt1E0 <br /> completed prior to placing finished course of asphalt concrete. <br /> 2. Contractor shall scarify native soil adjacent to pavement to a depth ,-Ceti <br /> of 6 inches and blend shoulder backing material prior to <br /> a compaction, within 100' of Intersection Returns 04 <br /> s 3. Existing drainage facilities to remain in place, unless otherwise noted <br /> on the plans. The contractor shall conduct his earthwork operation DESIGN DESIGNATION <br /> so as not to modify or obstruct existing drainage. <br /> 4. Asphalt Concrete used for Pavement Repair shall be placed in layers (10 YEAR — 2009) <br /> i not to exceed 0.50'. <br /> 5. Placement of Asphalt Concrete Surfacing shall not begin until A.D.T. = 6,500 T = 3%-4% <br /> Z <br /> Asphalt Concrete used in Pavement Repair has been in place for a D.H.V. = 650 V = 55 MPH <br /> minimum of 36 hours. <br /> D. = 55% <br /> M <br /> 5 <br /> w <br /> Mi <br /> O <br /> Z <br /> ci <br /> COUNTY 0 F SAN J OAQ U i N No SCALE TYPICAL SECTION MARIPOSA ROAD RESURFACING Sheet No. <br /> Federol Aid Pro'ed No. STPLDB-5929 069 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER TD.ATE CHECKED DATE SUBMITTED DATE APPROVt,RECOMMENDED DATE <br />