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Rim Elevation of <br />grate shall be 0.10' <br />below surrounding <br />ground elevation. <br />0.30% <br />0.30% <br />Asphalt Concrete <br />(Type 3) Apron <br />-See SJCO <br />Std Dwg No, <br />CW D14 <br />18" DIA. _STORM DRAIN INLET <br />Sto 37+00 (±18' Rt) <br />Sto 38+00 (t18' Rt) <br />Sto 39+00 (±181 Rt) <br />12' Minimum <br />Existing Width <br />* 0.30' Asphalt Concrete over Shaped <br />and Compacted Native Material <br />TYPE D <br />Sto 23+34 (Lt) <br />Sto 39+47 ('Rt) <br />Sta 41+10 (Rt) <br />* NOTE: Entire existing concrete driveway from edge <br />of pavement to 6' beyond shall be removed at: <br />Sta 48+75 (Rt)—Thickness of this driveway <br />shall be 0.50' of AC over shaped and <br />compacted native material. <br />Diameter <br />Asphalt Concrete (2" Thick) ItStandard Frame and <br />(3/s" max aggregate size) � Mon Cover Assembly <br />Asphalt Concrete 6 � (Refer to SJCO Std Conform @ EP B <br />Overlay ( Drawing CW—M1) EP <br />" Existing Roadway 6 R R <br />i i <br />II Line or sawcut <br />� 'I) 6" OD PVC Pipe R—Conform to ', � Conform <br />Existing Radii <br />Existing Survey Monument Variable Depth Asphalt Concrete <br />to Remain in Place and over Existing Paved Driveway <br />Undisturbed <br />SURY MONUMENT DETAIL TYPE E <br />Sta 18+37 (Lt) <br />NOTES: Sta 19+07 (Lt) <br />Ul Elevation of frame shall match finished grade of pavement Ye"t. TYPICAL DRIVEWAY DETAILS <br />F Place Class 3 PCC collar around monument frame. <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS CARR <br />DRAWN BY <br />Ryan Yamada <br />Const EP 0 <br />Driveway D <br />' Existing <br />-+ / AC Overlay- rlay- ar 6 ._ 0 surface <br />Existing 0.30' AC over <br />Roadway compacted T *0.30' <br />native <br />SECTION A—A <br />-- 4' Minimum Existing <br />surface <br />PAVEMENT .;REPAIR DETAIL <br />NOTE: Width (4' minimum). Approximate <br />dimensions used for estimating purposes are <br />available upon request. Dimensions and locations <br />are subject to change at Engineer's discretion. <br />Const EP <br />0 <br />Driveway :3Exis#ing <br />AC Overlay ora 6' surface <br />L VVar (1100 , max) <br />0.04' <br />Existing <br />Roadway LVar depth AO over <br />existing surface <br />SECTION B—B <br />