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Jll <br />A <br />Conform at EP <br />0.30' HMA over shaped <br />and compacted native <br />V <br />1:1 1:1 00 <br />Existing Width Conform <br />12' Min <br />L(> <br />TYPE D <br />B <br />Conform at EP <br />t <br />Existing Width <br />12' Min <br />q <br />Const <br />12' EP * 8' o <br />Var Existing <br />1.59�� (10% Max 0 Surface <br />�� 3 <br />Existing Roadway 0.30' HMA <br />SECTION A -A <br />Portions of PCC Driveway must be removed to the <br />given distance from the EP at the following locations: <br />* Sta 68+01 (Rt) — 4' <br />PCC must be sawcut to provide a clean and neat joint <br />at the conform line. <br />Variable depth HMA over <br />existing paved driveway <br />EP <br />R 00 <br />Conform <br />L(4> <br />TYPE E <br />R = Conform to existing radii <br />q <br />Const <br />12' EP **8f 0 <br />o <br />1.5% ` 0 070 max) 0 0.04' <br />L Variable Existing <br />Existing Roadway Depth HMA Surface <br />SECTION B -B <br />** Sta 28+17 (Lt) — 4' HMA Frontage <br />** Sto 66+87 (Lt) — 4' HMA Frontage <br />TYPICAL DRIVEWAY DETAILS R.h <br />1'lG -20I � <br />COUNTY OF SAN JOAQUIN NOT TO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Jaou�/R. Yamada 3/15 — 0/4-7/1,5- _ , -3//i%/ <br />1' <br />Transition <br />0 <br />Top of�, Existing Driveway <br />Ditch ° or Shoulder Area <br />3Tl Tl <br />Earth Ditch FL Existing Native <br />DITCH TRANSITION D ETAI L <br />Existing <br />Surface <br />4' Min <br />See Note Below <br />Existing <br />Roadway <br />HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: Exact dimensions and locations will <br />F/8,rAAwl- be determined by the Engineer. <br />WALL ROAD RESURFACING <br />(State Route 26 to Comstock Road) <br />Sheet No. <br />8 of 10 <br />