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CONCRETE <br />DRIVEWAYS SCHEDULE <br />LOCATION LENGTH <br />REMARKS <br />Sto 11 +87 (Rt) <br />21,4 <br />"Saw -cut existing <br />Conc Dwy" <br />Sto 19+62 (Rt) <br />. �� .? <br />-existing <br />Ce e-4�}" <br />21 Lr7-{�} <br />tet haw-CUt <br />-De <br />Tlen- <br />5 a 21 1-9 . (14t) <br />-"Do not Saw -cut <br />TeP&F d=' <br />&te--23+41 (U) <br />2' <br />Saw cut existing <br />AC t� <br />,Stcr -32+29 (Rt)- <br />2' <br />''Saw -cut existing <br />Conc Dom" <br />RIOTE: Portion of existing driveway must be removed from the point <br />nearest to the edge of pavement to the given lengths into the <br />driveway. <br />Concrete must be saw cut to provide a neat joint at the conform lin e. <br />.J <br />Conform ® EP <br />EP A <br />Variable depth HMA over <br />8 R existing paved driveway <br />Conform \ Lo-- A <br />II 12' min <br />Exist width <br />DRIVEWAYS (TYPE E) <br />HE -CORD D <br />No Chang <br />Dari► <br />Any Porocin ilst ie em I-tmou ,% <br />AM Informa4a�a °� rpt 6~t;eny rh! ;�iki3 C?l <br />EP <br />2'-6' <br />1:1 <br />Conform <br />Conform @ EP <br />0.30' HMA over shaped <br />& compacted native <br />L► B <br />12' min <br />Exist width <br />See Note Below Existing <br />Surface <br />Existing 0.50' Asphalt Concrete <br />Roadway <br />1:1 PAVEMENT REPAIR DETAIL TYPE 1 <br />NOTE: Width (4' minimum). Approximate dimensions used <br />for estimating purposes are provided. Dimensions and <br />locations are subject to change at the Engineer's <br />discretion. <br />1 DRIVEWAYS (TYPE E D) <br />R NOTE: Portion of existing driveway must be removed from <br />the point nearest to the edge of pavement to the given <br />lengths into the driveway. <br />f <br />Const. EP Driveway <br />--,A-HMA Overlay---- <br />}8' <br />, Existing <br />Var _ (lOq or �o � Surface <br />� <br />0.04' <br />Exist Roadway -Var depth HMA over <br />existing surface <br />SECTION A—A <br />COUNTY OF SAN JOAQUIN <br />f <br />Const. EP DrivewaySlurry <br />HMA Overlay--�- -Var - E Cement <br />E Existing Backfill <br />Var _ (lOq ar C Surface (Varied <br />r —r -n ax) 0Depth) <br />Exist Roadway `R & D Excavated Material <br />NO SCALE <br />0.30' HMA over shaped and <br />compacted native material <br />SECTION B—B <br />CONSTRUCTION DETAILS <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Jeff v <br />3/2020 <br />. �� .? <br />/" <br />Zv Le 0 <br />I Native Material <br />CROSS DRAIN DETAIL <br />4' <br />12" Dia CSP <br />NOTE: Slurry Cement Backfill to be paid <br />under 12" Corrugated Steel Pipe (0.079" <br />Thick) <br />HIBBARD ROAD RESURFACING <br />(Tokay Colony Rd to Harlan Rd) <br />Sheet No. <br />5 of 6 <br />