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I <br />I <br />ROAD <br />/ <br />n <br />21 <br />22 <br />0, <br />I <br />I <br />I <br />I <br />z <br />10 <br />rri <br />\ <br />� <br />j <br />I <br />I <br />Const <br />CD <br />M <br />BEGINNING OF PROJECT <br />I <br />I <br />1 <br />ROAD <br />21 <br />n ?n' AC (Tuna Ai nvarinv <br />0.20' AC (Type A) Overlay <br />over 0.15' AC (Type B) Leveling <br />� J <br />CD 28 <br />cci' . <br />EP <br />,Is: <br />WTj►t1jI <br />29 <br />M + <br />v <br />o � <br />=3 CD <br />EP <br />EP <br />ROAD <br />21 <br />22 <br />I <br />I <br />I <br />I <br />n ?n' AC (Tuna Ai nvarinv <br />0.20' AC (Type A) Overlay <br />over 0.15' AC (Type B) Leveling <br />� J <br />CD 28 <br />cci' . <br />EP <br />,Is: <br />WTj►t1jI <br />29 <br />M + <br />v <br />o � <br />=3 CD <br />EP <br />EP <br />ly <br />planing <br />■ Limits of Asphalt Concrete Pavement Planing <br />R Conform to existing radii <br />Construct AC (Misc. Areas) Overside Drain. <br />Refer to SP D87D for details <br />Sto 30+30 to Sta 31 +67 (Lt) <br />R&D 137 LF AC Dike <br />Place 137 LF AC Dike (Type C) <br />R 0 A D <br />w <br />W <br />N <br />30 <br />CO UNTY OF SAN JOAQ UIN o 20 40 60 100 <br />SCALE IN FEET <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY <br />0, 49 <br />aY <br />d <br />my <br />Const <br />U) <br />C <br />rn <br />o <br />-100' AC Trans Conform <br />Bridge Deck <br />Sta 31 +91 <br />50' <br />N <br />CD <br />-_L -------------------------------_� -- co <br />Bridge No. 29C-256 s <br />/MN/A <br />j3111 2 33 CD <br />z <br />0 <br />f--r-T,-r-�-T---------T <br />Sto 30+30 to Sta 31 +95 (Rt) Exist MBGR to remain Cz� <br />R&D 165 LF AC Dike <br />in place (Typ) <br />Place 165 LF AC Dike (Type C) <br />PLAN BRANDT ROAD RESURFACING Sheet No. <br />(Jack Tone Road to 1,300 feet west of Linn Road) 3 of 9 <br />DATE <br />3 /i 4/i z <br />ROAD <br />21 <br />22 <br />ly <br />planing <br />■ Limits of Asphalt Concrete Pavement Planing <br />R Conform to existing radii <br />Construct AC (Misc. Areas) Overside Drain. <br />Refer to SP D87D for details <br />Sto 30+30 to Sta 31 +67 (Lt) <br />R&D 137 LF AC Dike <br />Place 137 LF AC Dike (Type C) <br />R 0 A D <br />w <br />W <br />N <br />30 <br />CO UNTY OF SAN JOAQ UIN o 20 40 60 100 <br />SCALE IN FEET <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY <br />0, 49 <br />aY <br />d <br />my <br />Const <br />U) <br />C <br />rn <br />o <br />-100' AC Trans Conform <br />Bridge Deck <br />Sta 31 +91 <br />50' <br />N <br />CD <br />-_L -------------------------------_� -- co <br />Bridge No. 29C-256 s <br />/MN/A <br />j3111 2 33 CD <br />z <br />0 <br />f--r-T,-r-�-T---------T <br />Sto 30+30 to Sta 31 +95 (Rt) Exist MBGR to remain Cz� <br />R&D 165 LF AC Dike <br />in place (Typ) <br />Place 165 LF AC Dike (Type C) <br />PLAN BRANDT ROAD RESURFACING Sheet No. <br />(Jack Tone Road to 1,300 feet west of Linn Road) 3 of 9 <br />DATE <br />3 /i 4/i z <br />