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N <br />v <br />X <br />M <br />M <br />z <br />O <br />SHOULDER DETAIL 1 <br />Const <br />Limits of Clearing and Grubbing <br />[_�and Earthwork (Roadway Widening) <br />i <br />16' 4' 2' <br />i <br />I Variable Depth <br />Shoulder Backing <br />(0.15' Min) (TyI)Conform <br />Existing <br />— — ��— — — Ground <br />I <br />Existing Roadwayj — — — — — — <br />A4'— Sta 63+00 to Sta 81+00 (Left) <br />Sta 63+00 to Sta 77+00 (Right) <br />1.0' AC Widening <br />Embankment (Typ) <br />Earthwork <br />(Roadway Widening) <br />* New pipe ends to be placed in line <br />with existing flowline. <br />Inverts to match existing pipe invert. <br />110,7 <br />ti <br />County <br />R=45' <br />rt SHOULDER DETAIL 2 <br />Const <br />Limits of Clearing and Grubbing <br />and Earthwork (Roadway Widening) <br />i <br />16' 4' 2'- <br />i <br />I 0.25' <br />Shoulder <br />i Backing <br />i <br />REC Q i LlyJ r l N 1.0AC Widening <br />Earthwork <br />Corrections By (Roadway Widening) <br />N-:-hanges Bye, <br />i /2.f 7/11 <br />-rson Using This Drawing Should VOW <br />I:.etion By insoect+rn T�,,, P0., SHOULDER SCHEDULE <br />l oo °o <br />2 of <br />Conform <br />Sta 200+56 <br />Place 20' — <br />R & D 7't 12" Dia CMP <br />Concrete Pipe—,, <br />N <br />Conform <br />Existing <br />f Ground <br />i <br />Place 20' — - <br />12" Dia CMP <br />V�_ Place Storm Drain MH with 24" Frame <br />+ o; and Cover over existing crossdrain <br />EP (New) <br />01C.0 <br />i� * Sta 62+62 (23' Lt) <br />i (See Maintenance Hole Detail, Sheet 2) <br />Line Cut—/ <br />I <br />62 <br />GRANT <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGI EERLL <br />EP (Exist) <br />NO SCALE <br />DATE CHECKED <br />I1 <br />II <br />—Clean existing Const <br />drainage facility <br />II <br />63 <br />L I N E R 0 A D Grant Line: Sta 62+89 <br />DETAIL -AA Hansen: Sta 200+00 <br />CONSTRUCTION DETAILS <br />DATE APPR VAL RECOMMENDED <br />�,- <br />r No. 38465 <br />* Exp. 3-31-11 A <br />Peter D. Martin <br />Registered Civil Engineer <br />GRANT LINE ROAD IMPROVEMENTS <br />(Mountain House Parkway to Byron Road) <br />DATE <br />?AW/0 <br />Sheet No. <br />4 of 10 <br />LEFT <br />RIGHT <br />Station <br />to Station <br />Detail <br />Station <br />to Station <br />Detail <br />18+00 <br />to 49+25 <br />1 <br />18+00 <br />to 51 +50 <br />2 <br />49+25 <br />to 51 +50 <br />2 <br />51+50 <br />to 103+00 <br />1 <br />51 +50 <br />to 121 +30 <br />1 <br />103+00 <br />to 115+50 <br />2 <br />115+50 <br />to 121+30 <br />1 <br />i <br />Place 20' — - <br />12" Dia CMP <br />V�_ Place Storm Drain MH with 24" Frame <br />+ o; and Cover over existing crossdrain <br />EP (New) <br />01C.0 <br />i� * Sta 62+62 (23' Lt) <br />i (See Maintenance Hole Detail, Sheet 2) <br />Line Cut—/ <br />I <br />62 <br />GRANT <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGI EERLL <br />EP (Exist) <br />NO SCALE <br />DATE CHECKED <br />I1 <br />II <br />—Clean existing Const <br />drainage facility <br />II <br />63 <br />L I N E R 0 A D Grant Line: Sta 62+89 <br />DETAIL -AA Hansen: Sta 200+00 <br />CONSTRUCTION DETAILS <br />DATE APPR VAL RECOMMENDED <br />�,- <br />r No. 38465 <br />* Exp. 3-31-11 A <br />Peter D. Martin <br />Registered Civil Engineer <br />GRANT LINE ROAD IMPROVEMENTS <br />(Mountain House Parkway to Byron Road) <br />DATE <br />?AW/0 <br />Sheet No. <br />4 of 10 <br />