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r <br />rn <br />z <br />0 <br />Conform <br />� EP <br />Existing Width <br />12' M i n <br />DRIVEWAY %TYPE D� <br />Const <br />�� HMA Overlay <br />i <br />Match <br />Exist Slope _ <br />r ;, ; <br />!� i/ '/i <br />Existing <br />Roadway <br />EP <br />I <br />- - - - --� <br />0.30' HMA - <br />g�* <br />�iveway <br />�� x) <br />V=� <br />�� <br />S ECTI 0 N A -A <br />*Sta 42+00 (Rt) — 13' <br />*Sta 44+87 (Lt) — 10' <br />*Sta 54+49 (Lt) — 2' <br />*Sta 125+80 (Lt) — 13' <br />*Sta 126+74 (Lt) — 14' <br />EP <br />g° * <br />Conform <br />Conform <br />/ Existing <br />— Surface <br />R&D Excavated <br />Material <br />PCC <br />NOTE: Portion of existing PCC Driveway <br />must be removed from the edge of <br />pavement to that specified above. Surface <br />must be sawcut to provide a neat joint at <br />the conform line. <br />Conform <br />� EP B <br />EP Existing <br />Variable de th HMA over Roadway <br />R existingppaved or R 8'0 Surface <br />concrete driveway � <br />�B <br />Conform <br />Existing Width <br />® 12' M i n <br />DRIVEWAY (TYPE E� <br />Const <br />EP <br />�--�� HMA Overlay � 8'p <br />� Driveway <br />Conform <br />Match <br />Exist Slope �� VarMax) 0.04' <br />Existing � Var depth <br />Roadway HMA over Existing <br />existing surface Surface <br />SECTION D-B <br />OSta 88+26 (Rt) — 6.5' <br />4' Minimum <br />(See Note Below) <br />v.�v i Irvin � i y�.�� r-�� <br />(0.25' HMA (Type A) where Cold <br />Plane Pavement has occurred) <br />f� <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />on Bid Express website. Dimensions and <br />locations are subject to change at <br />Engineer's discretion. <br />COUNTY OF SAN JOA UIN NO SCALE C®NSTRUCTION DETAILS LUCERNE AVENUE AND PARADISE AVENUE RESURFACING sheet No. <br />Q (West End to Paradise Avenue; Interstate 205 Overpass to Paradise Cut Bridge) 6 of 8 <br />i <br />