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Conform - Conform <br />® EP A EP @ EP B <br />EP <br />0.30' HMA over shaped * Variable depth HMA over <br />1:1 & compacted native 1:1 00 R existing paved driveway R o0 <br />A <br />�- Conform B Conform <br />Existing Width Existing Width <br />12' Min a --F 12' Min <br />DRIVEWAY (TYP� DRIVEWAY (TYPE E) <br />Const Const <br />--� --_ EP '* .-� - Jv y EP <br />HMA Overlay _ 8' <br />8 HMA Overlay * <br />Driveway <br />Conform i Driveway --- Conform <br />Match Match <br />Exist Slope (1 V <br />or Existing I Exist Slope (10q Max) i 0.04' <br />Surface r- r -- — V=r� <br />Existing R&D Excavated Material Existing L Var depth <br />Roadway 0.30' HMA--' Roadway HMA over Existing <br />existing surface Surface <br />--- 4' Min - <br />Existing (See Note Below) <br />Surface <br />Existing <br />Roadway <br />0.50' HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available on <br />BidExpress website. Dimensions and locations are <br />subject to change at Engineer's discretion. <br />Const <br />�-•-� Limits of Clearing and Grubbing -� <br />i HMA 0,-4, <br />- Overlay <br />Existing <br />i Surface <br />i <br />-- --- Var i <br />_ Conform <br />Existing-- Variable Depth <br />Roadway Shoulder Backing (Typ) <br />SHOULDER DETAIL 1 <br />Sta 42+59 to Sta 49+15 (Rt) <br />Sto 50+95 to Sta 51 +95 (Lt) <br />RECORD DRAWING <br />corre0ions Sy <br />Dom" <br />AM Berson Using This Dewing ShiulVeft <br />AN lntwnu ion 91► gnspsetkp The Site Of W6fk <br />RIVER ROAD IMPROVEMENTS <br />(Murphy Road to 1,300' west of McHenry Road) <br />Q�OFESSq/per <br />=' z <br />No, 83958 <br />-70 <br />CIVIL <br />OF CA��F <br />Awni Taha <br />RCE 83958 <br />Sheet No. <br />5 of 9 <br />*SECTION A—A <br />*SECTION B—B <br />Sta <br />33+49 (Lt) - 10 <br />Sta <br />17+33 <br />(Lt) <br />- 10' <br />Sta <br />213+41 <br />(Lt) - <br />12' <br />Sta <br />101+70 (Lt) - 12' <br />Sta <br />23+35 <br />(Rt) <br />- 12' <br />Sta <br />214+39 <br />(Lt) - <br />12' <br />Sta <br />102+05 (Lt) - 12 <br />Sta <br />68+03 <br />(Lt) <br />- 12' <br />Sta <br />216+90 <br />(Lt) - <br />10' <br />Sto <br />103+42 (Lt) - 10' <br />Sto <br />70+80 <br />(Rt) <br />- 10' <br />Sta <br />225+58 <br />(Rt) <br />- 12' <br />Sta <br />292+82 (Rt) - 12' <br />Sta <br />72+28 <br />(Lt) <br />- 10' <br />Sta <br />244+84 <br />(Rt) <br />- 12' <br />Sta <br />74+25 <br />(Lt) <br />- 10' <br />Sta <br />246+87 <br />(Rt) <br />- 10' <br />*PCC <br />DRIVEWAY LIST <br />Sto <br />103+09 <br />(Lt) <br />- 10' <br />Sta <br />266+08 <br />(Rt) - <br />10' <br />Sta <br />50+60 (Rt) - 4' <br />Sta <br />132+50 <br />(Rt) <br />- 10' <br />Sta <br />269+79 <br />(Rt) - <br />10' <br />Sta <br />144+84 (Lt) - 8' <br />Sta <br />138+44 <br />(Rt) <br />- 12' <br />Sta <br />275+13 <br />(Lt) - <br />10' <br />Sta <br />180+45 (Lt) - 12' <br />Sto <br />144+00 <br />(Lt) <br />- 6' <br />Sta <br />277+57 <br />(Lt) - <br />10' <br />Sto <br />181+78 (Lt) - 12' <br />Sta <br />181+98 <br />(Rt) <br />- 12' <br />Sta <br />281+17 <br />(Lt) - <br />10' <br />Sta <br />199+97 (Lt) - 8' <br />Sta <br />184+71 <br />(Lt) <br />- 9' <br />Sta <br />294+47 <br />(Rt) - <br />10' <br />V <br />7' <br />70 <br />Sto <br />200+77 (Lt) - 8' <br />N <br />o <br />;U <br />TYPICAL DRIVEWAY DETAILS <br />momm <br />D <br />NOTE: Concrete driveway must be saw cut to provide a neat <br />joint <br />at the <br />conform line. Full compensation of Removing Concrete <br />must <br />r <br />be considered as included in the various items <br />of work involved. <br />M <br />z <br />0 <br />COUNTY <br />OF SAN JOAQUIN <br />NO SCALE <br />CONSTRUCTION DETAILS <br />DRAWN BY <br />DATE PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Ger Lee <br />06/21 AX <br />--- 4' Min - <br />Existing (See Note Below) <br />Surface <br />Existing <br />Roadway <br />0.50' HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available on <br />BidExpress website. Dimensions and locations are <br />subject to change at Engineer's discretion. <br />Const <br />�-•-� Limits of Clearing and Grubbing -� <br />i HMA 0,-4, <br />- Overlay <br />Existing <br />i Surface <br />i <br />-- --- Var i <br />_ Conform <br />Existing-- Variable Depth <br />Roadway Shoulder Backing (Typ) <br />SHOULDER DETAIL 1 <br />Sta 42+59 to Sta 49+15 (Rt) <br />Sto 50+95 to Sta 51 +95 (Lt) <br />RECORD DRAWING <br />corre0ions Sy <br />Dom" <br />AM Berson Using This Dewing ShiulVeft <br />AN lntwnu ion 91► gnspsetkp The Site Of W6fk <br />RIVER ROAD IMPROVEMENTS <br />(Murphy Road to 1,300' west of McHenry Road) <br />Q�OFESSq/per <br />=' z <br />No, 83958 <br />-70 <br />CIVIL <br />OF CA��F <br />Awni Taha <br />RCE 83958 <br />Sheet No. <br />5 of 9 <br />