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i <br />N <br />.Z7 <br />0 <br />M <br />_ <br />CD <br />CIDI <br />LID <br />m <br />0 <br />CDi <br />0 <br />C <br />M <br />N <br />0 <br />D <br />wD <br />0 0 <br />0 r_ <br />C m <br />CD <br />M z <br />0 D <br />o 9: <br />a m <br />X <br />CID0 <br />LID <br />—6 <br />0 <br />U) <br />s <br />U) <br />0 <br />0 <br />_ <br />CID <br />r <br />0 <br />CDz <br />0 <br />0 <br />EDa <br />s <br />r <br />m <br />Uri <br />General Notes: <br />1. The rubberized asphalt concrete shall be placed in one <br />(1) layer. <br />2. Material generated from planing may be thoroughly <br />blended with native material and compacted to 90% <br />relative compaction in shoulder backing area. Planed <br />material shall be capped with a minimum of 0.10' <br />shoulder backing. <br />3. Placement of asphalt concrete overlay shall not begin <br />until the asphalt concrete used in pavement repair has <br />been in place for 12 hours. <br />4. Shoulder backing material at all intersection radii shall <br />receive penetration treatment at 0.25 gallon/square yard. <br />Limits of the penetration treatment shall be confined to <br />the intersection radii plus fifty feet (50') in each direction <br />or to the intersection conform. <br />5. Traffic Stripes and Pavement Markings layout must be <br />approved by Engineer prior to placing themosplastic on <br />finished surface. Pavement Marking station and offset <br />callouts are to the center of the item. <br />Legend: <br />■ Limits of AC Pavement Planing <br />0.00' Depth of AC Pavement Planing <br />® Variable Depth AC <br />OO Monument <br />R Conform to Existing Radius <br />COUNTY OF SAN JOAQLIIN <br />0.30' Asphalt Concrete over <br />Conform ® EP shaped and compacted native <br />EP <br />__ <br />-I -I -I -I -I -I -I I-I-I-I-I-I-I-I-I-I-I-I-I-I <br />-I---I-I-I------I-I--I--I-I-I r <br />1:1 -!;!; 8 <br />_,_I-I-I-I----I-I-I-I--I-I-I <br />Conform ® E.P. <br />Conform <br />Existing Width <br />12' Min <br />TyoeDD <br />Variable depth Asphalt Concrete <br />over existing paved driveway <br />EP <br />R 8 <br />1 Conform R =Conform to <br />I <br />existing radii <br />Sta 13+75 (Lt.): 15' <br />Sta 16+12 (Lt.): 20' <br />Type E <br />Driveways <br />NO SCALE I GENERAL NOTES AND DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />J. Clary 02/10 S. Sharma 1 02/10 <br />4' Min Existing <br />Surface <br />0.50' Asphalt Concrete <br />Pavement Repair Detail <br />I No. 38465 I z <br />*\ Exp. 3-31-11 /* <br />V/� <br />Peter D. Martin <br />REGISTERED CIVIL ENGINEER 38465 <br />SANTA FE ROAD RESURFACINGSheet No. <br />3 of 12 <br />