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* <br />Variable depth HMA over Exist <br />paved driveway <br />f <br />Consf <br />EP Driveway E <br />HMA Overlay**8, L <br />0 <br />Var (10q or o Exist <br />Max) �Surface <br />— —- J 0.04' <br />Exist Roadway Var depth HMA over <br />exist surface <br />F <br />Const <br />0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAYS (TYPE D) <br />4 N NOTE: Portion of exist driveway must be <br />removed from the point nearest to the edge <br />wof pavement to the given lengths into the <br />Ddriveway. <br />Concrete must be saw cut to provide a neat <br />joint at the conform line. <br />m <br />Z TYPICAL DRIVEWAY DETAILS <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />A. Fe(ix <br />01/2021 <br />✓�` <br />213 Izl <br />SECTION A—A <br />**Sta 61+03 10' (Rt) <br />HMA Overlay <br />EP Driveway **8, E <br />° Exist <br />Var(10� ax) 0 Surface <br />Exist Roadway R & D Excavated Material <br />0.30' HMA over shaped <br />and compacted native material <br />SECTION B—B <br />**Sta 79+46 10' (Rt) <br />Concrete Driveway <br />Sta 16+61 8' (Lt) _9tG__5Q*83- <br />Sta 34+89 -44Rt) Sta 59+25 -(L - <br />-Sta 49+83--4L-M-- Sta 78+42 -Fr' (Rt) <br />L\ <br />NO SCALE <br />CHECKED <br />"�'• S'ujf+wf <br />CONSTRUCTION DETAILS <br />U111a <br />2-(7 <br />4' min <br />See Note Below <br />0.25' HMA Pavement Repair <br />Exist <br />Roadway <br />PAVEMENT REPAIR DETAIL <br />NOTE: Dimensions and locations are to be <br />determined by the Engineer. <br />Exist <br />Surface <br />Limits of Clearing & Grubbing <br />EP <br />12 41 <br />Earthwork 1 E <br />(Misc Areas) o <br />0017St o Existing <br />- - — —. U)ySurface <br />\Ie.l_L r <br />— 0.25' (M(in) Existing <br />Exist Roadway <br />Shoulder Embankment <br />Backing <br />EARTHWORK (MISCELLANEOUS AREAS +.1k50 <br />Sta-33+004er <br />34+30 (Lt) Sta 33+00 to Sta 34+30 (Rt) <br />Ste- 6+50 to-Z4a 47+00 (Lt) Sta 54+00 to Sta 57+00, (Rt) <br />Ste 4+00 +25 (Lt) Sta to 75+25 (Rt) <br />Corr *+GC� �� <br />8L. <br />Uekg Thin 0mWj gg d oe <br />A0 Pn?0rM1kt1VW or,h <br />SEIDNER AVENUE RESURFACING <br />(State Route 120 to Kelly Road) <br />Sheet No. <br />4of5 <br />