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Existin9 Road <br />Structure <br />f4' Minimum ►{ <br />(Type A) <br />Existing <br />Surface <br />.,�ncrete <br />NOTE: Approximate dimensions used for estimating <br />purposes are available upon request, Dimensions <br />and locations are subject to change at Engineer's <br />discretion. <br />PAVEMENT REPAkR DETAIL <br />Asphalt Concrete (2" Thick) <br />(3/a max aggregate size) — <br />Asphalt Concrete <br />Overlay <br />Undisturbed <br />basement soil. <br />Mon Standard Frame and <br />Cover Assembly <br />(Refer to SJCO Std <br />j Drawing CW—M1) <br />Line or sawcut <br />III 6" OD PVC Pioe <br />Elevation of frame <br />grade of pavement <br />� Place Class 3 PCC <br />Conform Q EP <br />1:1 <br />Existing Widtf <br />12' Minimum <br />0.30' Asphalt Concrete over Shaped <br />and Compacted Native Material <br />Confor^, n CD <br />TYPE D <br />Variable Depth Asphalt Concrete <br />over Existing Paved Driveways <br />*R = Conform to existing radii <br />TYPE E <br />Const EP o <br />Driveway <br />��^ AC Overlay 8' 3 <br />Vars Vor (70Z OG <br />mak) <br />Existing Road 0.30' AC over <br />Structure compacted native <br />SECTION A -A <br />CO St EP 0 <br />0 <br />Driveway ' <br />F�--✓QAC Overlay 8' o <br />Varma Var (1097 S �OG <br />max) j <br />— — J , <br />0.04' <br />Existing Road <br />Structure <br />SECTION B -B <br />/iiji/ <br />NOTE: Portion of the following existing concrete driveways shall be removed 8 feet back <br />—Existin Survey Monument f,from the edge of pavement. Concrete shall be saw cut to provide a neat joint at the <br />9 Y conform lane. <br />to Remain in Place and� <br />undisturbed. LO <br />Concrete Driveways <br />shall match finished Sto 50+94 to 51+27 (Lt) <br />1/8 ± . Sto 57+55 to 57+87 (Lt) <br />Sta 59+00 to 59+32 Lt <br />collar ground monument. � � ( ) <br />SURVEY MONUMENT BOX IN DETAIL TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS JACK TONE ROAD RESURFAC <br />(Peltier Road to Collier Road) <br />Sheet No. <br />4 of 6 <br />