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0.15' A.C. Overlay 0.15' A.C. Overlay 0.15' A.C. Overlay <br /> 0.10' Leveling Variable Leveling �rT� 0.10' Leveling <br /> Const. <br /> Conform 0.08 M � <br /> O Z <br /> ry M <br /> C) U'_ TI <br /> a � 0.00 � C7 'Alb <br /> E.P �R E.P. <br /> COLLIER ROAD R <br /> U) <br /> 77 78 79 80 81 <br /> ,D <br /> R C.C.T. Co. R.R. <br /> E.P. Q O Ln 0.00 . . Crossing No. 061 —18.10 Maxi E.P. <br /> D <br /> N (� N <br /> (.J <br /> 0.08 Rail <br /> D Conform AC Typ. <br /> DETAIL B <br /> m I Tie- RAILROAD CROSS SECTION <br /> Z Flongeway Detail <br /> m -----------------JPer P.U.C. Requirements <br /> Finish Grade <br /> Match New Rail Grade <br /> Elev. (1 11 .22) <br /> 111 .50 <br /> 111 .25 <br /> Rk, IR <br /> R <br /> R �--- <br /> N 111.00 ' <br /> 0.15' A.C. Overlay <br /> m 110.75 <br /> 0.10 Leveling —— Rte' <br /> Existing Rail Elev.® Vert. 1 "=0.5' <br /> — —J Elev. 1 10.58 1 10.66 Assumed Profile Scale: .,_ <br /> Existing Surface ( � ) Horiz. 1 _20' <br /> 0 110.50 78+00 g 79+00 79+1979+24 80+00 <br /> COLLIER ROAD RESURFACING sheet No. <br /> COUNTY OF SAN JOA UI "-�' PLAN (North 99 Frontage Road East to Dustin Road) 4 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE C4kC KED DATE APPROVAL RECOMMENDED DATE <br /> 7.R- Caffahan 1/07 -//- <br />