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Const. <br /> Limits of Clearing and Grubbing <br /> 12' -T- 12' <br /> , <br /> 2 2 22' Pavement Reinforcing Fabric 2 2 <br /> Conform t tea% _ Var Var, 89� Conform GENERAL NOTES <br /> 1. Placement of Asphalt Concrete surfacing shall not <br /> begin until the Asphalt Concrete used in Pavement <br /> Repair has been in place for 18 hours. <br /> 0.25' Overlay <br /> Existing Roadway TYPICAL SECTION Shoulder Backfin T 2. Asphalt Concrete shall be placed in two (2) layers of <br /> g ( yp) approximate equal thickness with Pavement Reinforcing <br /> Sta 0+27 to Sta 25+82 Fabric placed between existing pavement and the first layer. <br /> - 3. The Contractor shall obtain an encroachment permit <br /> from CalTrans prior to work within the State Highway R/W. <br /> CI nst. <br /> o <br /> Clearing anGrubbing Limits of Cld Gbbing o 4. The Contractor shall conduct the Shoulder Backing operation <br /> 0 0 so as to not disturb or obstruct any existing drainage. <br /> 0 36 �, <br /> ° 6''I` Pavement Reinforcing Fabric 'l`6' ° <br /> 22' 5. All earthwork, except for the final lift of Shoulder Backing, <br /> Limits of Limits of 3 shall be completed prior to placing the final lift of Asphalt <br /> Planing Planing Concrete surfacing. No Shoulder Backing shall be deposited <br /> D Var Var. Var Var or drifted on the final lift of Asphalt Concrete surfacing. <br /> D r 6. The Contractor shall remove Asphalt Concrete from shoulder <br /> .10' 0.10' at stations 14+13 and 14+80 (left). Payment for removal <br /> r <br /> m of existing Asphalt Concrete shall be considered and paid <br /> Z :::� <br /> TYPICAL SECTION 0.25' Overlay for under the Clearing and Grubbing item of work. <br /> m Existing Roadway Sta 25+82 to Sta 27+22 (Lt) <br /> Sta 25+82 to Sta 27+62 (Rt) 7. Shoulder Backing material at all intersection radii shall receive <br /> penetration treatment at 0.25 gallon/square yard. Limits of the <br /> penetration treatment shall be confined to the intersection radii <br /> Const. plus ten feet(50') in each direction or to the intersection conform. <br /> oLimits of Clearing and Grubbing o 8. Material generated from planing may be thoroughly blended with <br /> 0 0 native material and compacted to 90% relative compaction in <br /> 0 6,* 24'-36' 6,* --h Shoulder Backing area. Planed material shall be topped. with a <br /> 22' Pavement Reinforcing Fabric 0 minimum of 0.10' Shoulder Backing. <br /> Limits of Limits of <br /> .,� Planing Planing <br /> 9. The Contractor shall be responsible for adequately scheduling <br /> ` <br /> inspection <br /> rlnnsfacilities <br /> under_VarVar_ Var coactnAlltetinghall cconformto the StandardSpecifications.7777= 77 <br /> h <br /> ,SII re-tos ►g� all be paid by the Contractor. <br /> s0.04' tf r <br /> � ' Overla <br /> Existing Roadway TYPICAL SECTION0.25yl s . <br /> m AC dike to Remain (Typ) - <br /> Sta 27+22 to Sta 30+31 Lt <br /> o *Refer to Plans for Locations Sta 27+62 to Sta 30+31 �Rt� MBGR to Remain (Typ) <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION LIBERTY ROAD RESURFACING Sheet No. <br /> Q AND GENERAL NOTES (Lower Sacramento Road to St. Hwy. Rte. 99) 2 of 4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />