Laserfiche WebLink
C .3L' A.C. - <br />100'E.P. Trans. - - <br />Select Native <br />Material <br />(90% Rel. Compaction) <br />12" 1 18" 1 12" <br />3'-6" <br />TRENCH DETAIL <br />�- Const. <br />Existing Pavement <br />0.5' Asphalt Concrete <br />(Pavement Repair) <br />100' E.P. Trans. <br />Sta. 157+25 Const. — <br />H <br />1Trans. 100' Trans. <br />-H -H <br />P <br />00 <br />50' + + 50' <br />0 <br />L-� L -V) <br />o ° 4,° ° 0 0 <br />O r I — N------- U N <br />0.30' A.C. <br />159 <br />NO SCALE <br />Date Submitted <br />151 <br />---------� ----- <br />Bridge No. 11 <br />-..3" A. k- t am- <br />Existing A.C. Dike to 11 ii <br />remain in place. 7 II 24 f 711'1' <br />I <br />*I <br />160 <br />Conform ® end <br />of radius <br />PLAN <br />Date Ap rov t Recommended__ Date <br />, ///V� —J41 -4W <br />z <br />Existing A.C. Dike to <br />remain in place. <br />E.P. <br />N <br />161 162 w <br />E. P. <br />EINE ROADSheet No, <br />Flood Rd. (East) to S.R. 26 1 4 of 7 <br />E.P. Place 18 Q x 34 L.F. <br />C.S.P. (0.079HThick) <br />m <br />FL=98.70 LT. & RT. <br />r- <br />M <br />Refer to Trench Detail this sheet <br />Z <br />� N <br />D <br />M <br />157 158 N <br />— -7Ai Aing q profile eiev.=101.6; <br />tj <br />E.P. Sta. 157+25 (17' Rt.) <br />Construct 18" S.D.I. <br />£ <br />Top Grate Elev. 101.60 <br />Refer to S.J. Co. Stds. <br />M <br />No. C-4 and C-7 for details. <br />Note: Brass Cap ® N.W. Cor. Br. #1195 -Assumed Elev. 107.00 <br />Z <br />0 <br />COUNTY OF SAN JOAQUIN <br />Drawn By Date <br />I Project Engineer <br />Date <br />Checked <br />6 )1 5) � 1 <br />5/89 <br />9'J,� <br />1Trans. 100' Trans. <br />-H -H <br />P <br />00 <br />50' + + 50' <br />0 <br />L-� L -V) <br />o ° 4,° ° 0 0 <br />O r I — N------- U N <br />0.30' A.C. <br />159 <br />NO SCALE <br />Date Submitted <br />151 <br />---------� ----- <br />Bridge No. 11 <br />-..3" A. k- t am- <br />Existing A.C. Dike to 11 ii <br />remain in place. 7 II 24 f 711'1' <br />I <br />*I <br />160 <br />Conform ® end <br />of radius <br />PLAN <br />Date Ap rov t Recommended__ Date <br />, ///V� —J41 -4W <br />z <br />Existing A.C. Dike to <br />remain in place. <br />E.P. <br />N <br />161 162 w <br />E. P. <br />EINE ROADSheet No, <br />Flood Rd. (East) to S.R. 26 1 4 of 7 <br />