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R�W l ons ID Cover <br />Var 2 6' EP 11' 11' Frame+12" <br />Existing Parking Lot Survey Monument Frame and Cover <br />(See SJCO Std Dwg CW—Ml) <br />Y j E`o d Elevation shall match finished Mon Asphalt CaXnaggeegateThick <br />size) <br />Grade of Pavement 1/8" t <br />3' QUO% Q—Original &Final Grade AC Overlay <br />n 111 X10%-15% Var Var� <br />'—R & D Existing AC Surface <br />Place 0.5' AC (Type s <br />B <br />(Place AC (Mise Area) <br />39HQOL FR NTAGE SWA�_E QST I� L A <br />Stu 113+80 to Stu 115+18 (Lt) <br />Limits of Place <br />AC (Misc Areas)Const <br />50t 5'-6' E 11' 1 _ 11' <br />'—R & D Existing AC Surface <br />Place 0.5 AC (Type B Gr <br />(Place AC (Misc Areas)) 0,, <br />SCHOOL FRONTAGE SWALE DETAIL B <br />Stu 115+18 to Stu 115+58 (Lt) <br />'—Grinding Plane <br />Grind and Replace <br />0.21' AC (Type B) <br />Grinding Plane <br />and Replace - <br />AC (Type B) <br />Eafthwork Usc Areas) EP Const <br />� 1' 1' AC � <br />u <br />1n o Shoulder Backing <br />AITCH DETAIL <br />Stu 111+61 to Sta 113+40 (Lt) <br />COUNTY OF SAN JOAQUIN <br />Cement SI <br />Ba( <br />Final <br />Class 3 PCC Collar <br />placed around <br />monument frame <br />n" rnninorTr rnii no <br />Note:: 1❑ 18° pipe barrel shall be Class III <br />RCP, or Class 2 non reinforced concrete <br />pipe as a minimum. <br />rvo SCALE � CONSTRUCTION DETAILS <br />Line or <br />Saw Cut <br />6" OD PVC <br />Pipe <br />Existing Survey Monument <br />to remain in place and <br />SUR\lEY MONUM°ENT DETAIL <br />Sta 36+88 <br />Sta 90+14 <br />Stu 142+96 <br />n gin' nr (r.ra ralXX <br />TRENC�Fi AIL <br />Sta 113+67 (Lt) <br />Sta 117+19 <br />Cement Slurry Backfill <br />12"Zee Ile <br />o RCP (Class IV) <br />O� <br />TRENC�Fi AIL <br />Sta 113+67 (Lt) <br />Sta 117+19 <br />Cement Slurry Backfill <br />12"Zee Ile <br />o RCP (Class IV) <br />