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Conform Conform Existing Roadway 4' Minimum <br />@ EP <br />AEP <br />@ EP <br />B EP <br />Surface (See Note Below) <br />0.30' HMA over shaped Variable depth HMA over ,' <br />1:1 & compacted native 1:1 4 * R existing paved driveway R 4'* <br />I <br />F 0.50' Hot Mix Asphalt <br />A B (Type A) <br />Conform Conform <br />Existing Width Existing Width PAVEMENT REPAIR DETAIL <br />12 Min 12 Min <br />DRIVEWAY LTYPE D) DRIVEWAY (TYPE E) <br />NOTE: <br />Const Const 1. Approximate dimensions and locations used <br />EP EP for estimating purposes are available on <br />HMA Overlay 4'* — HMA Overlay 4'** BidExpress website. Dimensions and <br />Driveway <br />Conform i Driveway locations are subject to change at <br />iMatch f Match <br />Conform <br />Engineer's discretion. <br />Exist Slope (1 0,-/- <br />rMax) <br />Existing I Exist Slope (1090 Max) 0.04' 2. Portion of existing driveway must be <br />Surface Vora removed from the point nearest to the <br />edge of pavement to the given lengths into <br />the driveway. <br />Existing Existing <br />J <br />Var depth 3. Concrete must be saw—cut to provide a <br />0.30' HMA Mat <br />Excavated HMA over Existing neat joint at the conform line. SeeRoadwayMaterialRoadway <br />existing surface Surface schedule of concrete drivewasy on Sheet 5. <br />SECTION A—A SECTION B—B <br />TYPICAL DRIVEWAY DETAILS <br />1 CLT) S' Sawtu . C*AL • 1 W%f <br />CASTLE ROAD RESURFACING Sheet No. <br />Northland Road to 55' South of French Camp Road) 5 of 6 <br />g -d STATION <br />SCHEDULE <br />FeetTS ATION LENGTH <br />9.0' 11+62 (Lt) <br />REMARKS <br />5.0' 11+97 (Lt) <br />Rt) <br />3.0' 18+25 (Lt) <br />Saw—cut <br />5.0' 19+61 (Rt) Dwy <br />2.0' 18+81 (Rt) 15+352.0' 25+78 (Rt) Saw—cut <br />2.0' 24+33 (Lt) <br />2.0' 25+35 (Lt) <br />Conc <br />5.0' <br />8.0' <br />62+10 (Rt) <br />64+41 (Rt) <br />37+80 Rt) 4' Saw—cut <br />12.0' 39+86 (Lt) <br />Conc Dwy <br />Sta 39+86 <br />cA <br />v <br />5.0' 69+08 (Rt) ol L t. %' w cc_;;jkT. <br />Conc Dwy <br />COR D <br />46+46 Lt) 4' Saw—cut <br />DE W tS+y°1CLT) SAW a.. a a.< < <br />Lt) 4' <br />LA . ry 2.2 h 3 b CRT) l. S <br />Conc Dwy <br />Sta 51+75 Rt) 4' Saw—cut e) Conc Dwy <br />V 7V WimWng sna,w Zs+ <br />u3SC <br />Rt) 5' : Saw—cut <br />M <br />Conc <br />Z <br />O <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT GINEER DATE CHECKED DATE <br />J Verstl 04/2021 Y r Z iy+ y/y/ <br />1 CLT) S' Sawtu . C*AL • 1 W%f <br />CASTLE ROAD RESURFACING Sheet No. <br />Northland Road to 55' South of French Camp Road) 5 of 6 <br />CONCRETE DRIVEWAYS SCHEDULE <br />LOCATION LENGTH REMARKS <br />Sta 13+30 Rt) 4' Saw—cut e) Conc Dwy <br />Sta 15+35 Rt) 4' Saw—cut e) Conc Dwy <br />Sta 37+80 Rt) 4' Saw—cut e) Conc Dwy <br />Sta 39+86 Lt) 12' Saw—cut e) Conc Dwy <br />Sta 46+46 Lt) 4' Saw—cut e) Conc Dwy <br />Sta 47+13 Lt) 4' Saw—cut e) Conc Dwy <br />Sta 51+75 Rt) 4' Saw—cut e) Conc Dwy <br />Sta 69+08 Rt) 5' : Saw—cut e) Conc Dwy (score line) <br />1 CLT) S' Sawtu . C*AL • 1 W%f <br />CASTLE ROAD RESURFACING Sheet No. <br />Northland Road to 55' South of French Camp Road) 5 of 6