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�s <br />3m <br />n 50' <br />OAC Trans <br />T o 25'■ <br />o o + <br />O 0' <br />o � <br />CTI <br />s II N <br />` Const <br />o <br />- y3 6 <br />o <br />b � <br />Q EPJ <br />1 <br />BEGINNING <br />OF PROJECT <br />I <br />I j <br />T <br />0.25" AC Overlay <br />0 <br />0.25' AC Overl <br />See Schedule for Width "A" and <br />Intersection Locations this Sheet <br />A Conform <br />0.12' N <br />D <br />EP o 0 <br />R R 0.00' <br />0 o JAHANT ROAD o <br />_ o <br />0 4 —— <br />IP = Sta 10+00 Const <br />for all side roads <br />CONFORM DETAIL <br />AT INTERSECTIONS (TYP1 <br />Pearl Rd. (N&S), Graham Rd., Jack Tone Rd. (N&S), <br />Suttenfield Rd., Watkinson Rd., Tully Rd. (N&S) <br />300' <br />Schedule for Width "A" <br />Road Name <br />North <br />South <br />Mainline Stationing <br />Pearl <br />20' <br />20' <br />0 <br />Graham <br />0 <br />Sta 45+19 <br />Jack Tone <br />m <br />V <br />Sta 58+61 <br />v <br />0 <br />s <br />- <br />rt <br />0.25" AC Overlay <br />0 <br />0.25' AC Overl <br />See Schedule for Width "A" and <br />Intersection Locations this Sheet <br />A Conform <br />0.12' N <br />D <br />EP o 0 <br />R R 0.00' <br />0 o JAHANT ROAD o <br />_ o <br />0 4 —— <br />IP = Sta 10+00 Const <br />for all side roads <br />CONFORM DETAIL <br />AT INTERSECTIONS (TYP1 <br />Pearl Rd. (N&S), Graham Rd., Jack Tone Rd. (N&S), <br />Suttenfield Rd., Watkinson Rd., Tully Rd. (N&S) <br />300' <br />Schedule for Width "A" <br />Road Name <br />North <br />South <br />Mainline Stationing <br />Pearl <br />20' <br />20' <br />Sto 31+83 <br />Graham <br />20' <br />Sta 45+19 <br />Jack Tone <br />20' <br />20' <br />Sta 58+61 <br />AC Trans <br />200 ■ <br />U) <br />o0 <br />N 0 END OF �o <br />EP + 9 PROJECT N +3 <br />0) <br />01 <br />m Q1 01 <br />m <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />R. >oKsoorf <br />PLAN AND <br />CONFORM DETAILS <br />CHECK DATE <br />?/ <br />Place 32 LF new 12" CSP at exist <br />pipe flowline grades and exist slope. <br />LEGEND: <br />Variable Depth Asphalt Concrete Overlay <br />0.12' Depth of Asphalt Concrete Pavement Planing <br />■ Limits of Asphalt Concrete Pavement Planing <br />Conform to Existing Radii <br />R <br />JAHANT <br />ROAD <br />RESURFACING <br />(Elliott <br />Road to <br />Tully Road) <br />o - <br />Sheet No. <br />3 of 5 <br />