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Conform Conform Conform <br />® EP ® EP ® EP C <br />A EP B EP EP <br />0.30 HMA over shaped Variable depth HMA over \ / <br />p p � 0.25' HMA over planed / <br />1 :1 & compacted native/1:18'* R existing paved driveway R 8 0 \ driveway surface 2 <br />A `— Conform B Conform \\ _C // <br />Existing Width I' Existing Width <br />Imo— 12' Min I� 12' Min Conform <br />DRIVEWAY (TYPE D) DRIVEWAY (TYPE E) DRIVEWAY (TYPE ES) <br />Const Const Const <br />EP <br />EP EP �----ti HMA-----.— -•-- 2' ---- <br />r-- HMA Overlay 8'* HMA Overlay --4-- 8'0 Driveway Conform <br />Match <br />Driveway Driveway <br />Var <br />Conform Match I Conform I Existing <br />� � Surface <br />Exist Slope �� Max) Existing Exist Slope (��� Max) /// 0.04' <br />..� r� Surface ar.. <br />— --- --- ---- Existing �j <br />Existing Var depth Roadway Place HMA Cold Plane Pavement <br />Fxi� R&D Excavated Material HMA over Existing 0.25 0.25 N <br />Roadway 0.30 HMA Roadway existing surface Surface <br />SECTION A —A -aEUON B—B SECTION C--C, <br />* The following Type D Driveway 0 The following Type E Driveway NOTE: Cold Plane Pavement 0.25' and pave 2' into <br />lengths are as noted below: lengths are as noted below: existing asphalt concrete ES driveways. <br />N The following Type ES Driveway depths are as noted below: <br />Sta 50+56 (Rt) — 4' PCC Sta 15+97 (Rt) — 10' Sta 48+03 (Rt) — 13' Sta 1 1 + 17 Lt 0.21 Sta 1 1 +77 Rt <br />Sta 95+73 (Lt) — 9' Sta 20+89 (Rt) — 6' Sta 77+43 (Lt) — 11y Sta 11+39 (Rt) 0.21' Sta 12+25 (Lt) 0.21' <br />Sta 23+17 (Lt) — 12 Sta 79+75 (Lt) -- 10 (Rt) _ (Lt) — 0.21 <br />NOTE: Portion of existing PCC driveway must be <br />Sta 29+58 (Lt) — 10' Sta 87+74 (Lt) 12' Sta 13+24 (Rt) — 0.21' removed from the point nearest the edge of Sta 40+73 (Rt) — 9' Sta 94+01 (Lt) — 12' <br />pavement to that specified above. Concrete must be Sta 46+22 (Lt) — 10' 4' Min <br />sawcut to provide a neat joint at the conform line. Existing (See Note Below) <br />Surface <br />TYPICAL_ DRIVEWAY DETAILS — - <br />Existing" <br />EGO <br />Roadway 0.30' HMA00 RD DRAWINGO <br />- <br />o c Wt ft <br />0o D M. chwrq., PAVEMENT REPAIR DETAIL <br />M owetG� `� �'y NOTE: Approximate dimensions and locations used for estimating <br />My 0'"0" U*irW This Drawing s1WA* ypurposes are available on Bid Express website. Dimensions and locations <br />4)0 tlnlorw"Quo" R' inspecting The Me Oi VOW are subject to change at Engineer's discretion. <br />r <br />M <br />z <br />COUNTY OF SAN JOA UIN LONE TREE ROAD RESURFACING Sheet No. <br />No SCALE CONSTRUCTION DETAILS <br />(Escalon—Bellota Road to Steinegul Road) 5 of 6 <br />DRAWN BY DATE PROJECT ENGINEER DATE _ CHECKED DATE <br />4/15/2024 411,5120241 <br />f 15 ZOZ�f <br />7pm Gorman 2124 �y' L �� - y4jc� �c� c <br />