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r_1 rn <br />Variable depth HMA over Exist <br />paved driveway <br />DRIVEWAYS (TY <br />f <br />Const EP <br />HMA Overlay <br />Var <br />J <br />Exist Roadway <br />Driveway <br />*g>�E <br />0 <br />(lOq or o Exist <br />A. Max) c� 1 Surface <br />0.04' <br />Var depth HMA over exist surface <br />SECTION <br />*Sta <br />DATE <br />A—A <br />(Lt) <br />30+57 <br />8' <br />*Sta <br />31+69 <br />12' <br />(Rt) <br />*Sta <br />33+92 <br />8' <br />(Lt) <br />MIN <br />**16° 1.1 <br />Conform <br />Conform @ EP <br />r-► B <br />L- B <br />12' min <br />Exist width <br />0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAYS (TYPE D) <br />JF <br />Const <br />HMA Over► <br />Var <br />Exist Roadway <br />-7 <br />TYPICAL DRIVEWAY DETAIL <br />RECORD DRAWING <br />CorrectlonsBy <br />r ---- — —_ <br />No <br />M <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />lnanieCSaCdana <br />032021 <br />,�N�� <br />3. ((c_V <br />EP Driveway <br />**6' E <br />Var 4 -Exist <br />(10� ax) o Surface <br />IR & D Excavated Material <br />0.30' HMA over shaped <br />and compacted native material <br />SECTION <br />**Sta <br />B—B <br />(Lt) <br />13+52 <br />8' <br />**Sta <br />43+22 <br />10' <br />(Lt) <br />**Sta <br />46+62 <br />10' <br />(Lt) <br />**Sta <br />56+61 <br />4' <br />(Rt) <br />**Sta <br />62+66 <br />8' <br />(Lt) <br />PCC DRIVEWAY LIST <br />**Sta 27+79 4' (Lt) <br />**Sta 50+80 4' (Lt) <br />**Sta 51 +08 4' (Lt) <br />NOTE: Portion of exist driveway must be <br />removed from the point nearest to the <br />edge of pavement to the given lengths into <br />the driveway. Concrete must be saw cut to <br />provide a neat joint at the conform line. <br />NO SCALE I CONSTRUCTION DETAILS <br />CHECKED DATE <br />4' min <br />See Note Below Exist <br />Surface <br />Exist L-0.50' HMA Pavement Repair <br />Roadway <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />upon request. Dimensions and locations are <br />subject to change at Engineer's discretion. <br />Cos� t^� <br />Limits of Clearing and Grubbing <br />EP <br />HMA Earthwork (Misc Areas) — <br />Overlay <br />i <br />i II <br />Var 89; � f - <br />-- Conform <br />Exist L Shoulder Backing (Typ) <br />Roadway <br />EARTHWORK (MISCELLANEOUS AREA <br />Sta 44+85 to Sto 47+82 Rt) <br />Sta 48+33 to Sta 49+05 Rt) <br />Sta 56+70 to Sta 57+40 Rt) <br />CAMPBELL AVENUE RESURFACINGI Sheet No. <br />(Escolon City Limits to Magnolia Avenue) 4 of 5 <br />