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130' A.C. 0.25' A.C. _ <br /> Trans. Overlay <br /> 20 Const. <br /> D J <br /> ao <br /> nOO9 32 0.08 Conform R.D. 800'± LF of Remove Existing A.C. Overside Drains <br /> 0 0 <br /> Ln Existing A.C. Dike Place New A.C. Overside Drains (Type A) <br /> i cNr Place 800± LF of Refer to S.P. D87D for details. (Typ.) <br /> Existing Bridge and o 0) X0.00 V A.C. Dike (Type A) <br /> West bound :, W 0 <br /> Approach Railing ° o+o 0 } + o <br /> to remain in place 3 W (A - E.P. <br /> b.. <br /> LA <br /> 9L I(D <br /> MIDDLE RIVER <br /> N _ <br /> BRIDGE ^'- a? <br /> - o <br /> 269 29C-152 0 270271 272 273 274 <br /> //j C�LLm <br /> R.D. 825'± LF E.P. <br /> 0 of Existing A.C. Dike <br /> A <br /> BEGINNING OF PROJECT Place 825'± LF of <br /> i A.C. Dike (Type A) <br /> N <br /> o g <br /> 0.25' A.C. <br /> m Overlay <br /> o <br /> i m <br /> ii Aa `L' Const. <br /> 1-1 <br /> v o <br /> o �. <br /> o U) L GEND <br /> o <br /> fD ° <br /> .-.N Variable Depth Asphalt Concrete Overlay. <br /> 00.r► <br /> � U, E P Existing Minor Structure <br /> C/� 0 Import Borrow <br /> o � C <br /> — `D 0.00 Depth of Asphalt Concrete Pavement Ploning. <br /> N CD <br /> � 0) ci U� <br /> 0 277 278 279 280 ■ Limits of Asphalt Concrete Pavement Planing. <br /> Q, a? R Conform to Existing Radii. <br /> A _m ._ ___ — .__ __ _ — — — _ _ - - - - - - - - - . xa <br /> q p �, Direction of Flow <br /> .--r a �.-.-,'vi-'`.:-..,� 4 i i.f� Il...� W tk` �1 7 * S x 4 `%-�l <br /> rn z Date: � 712z- 12co � E.P. <br /> 0 <br /> COUNTY OF SAN JOA UIN � SCALE PLAN HOWARD ROAD RESURFACING sheet No. <br /> Q (Middle River to Roberts Road) 3 of 8 <br /> DRAWN BY I DATE I PROJECT ENGINEER I DATE I CHECKED_ DATE I APPROVAL R OMMENDED DATE <br />