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Roadway Excavation - 0.50' 0.17' A.C. Overlay over <br /> Reconstruct Roadway - 0.17' A.C. over 0.33' A.C. Base U) 0.17' A.C. Planed Area cn <br /> C7 0 0 0 <br /> 0 0 <br /> ++ v7 Exist. Curb p" j Z + v Ln + <br /> 3 o o to remain ^ / : <br /> o 0 0 <br /> poco <br /> 44 / W <br /> Sta. 10+95 (Acampo Road) 5� ,� �� + <br /> Exist. Guardrail �, ,< M o <br /> and A.C. Dike Ln = Sto. 5+00 (N. 99 <5=' - N <br /> to remain in place Frontage Road E.) o <br /> _ C/) -D EP C/),- <br /> _. -� K <br /> �O O —— N O <br /> CD f Road n <br /> CD :EN <br /> O .0 ° 1 N 14 0 3 <br /> O � O ___ J `O r- <br /> __ <br /> cD <br /> U) C° r - EP Construction <br /> .� R <br /> Exist. Guardrail' <br /> a <br /> to remain in place.FIT <br /> v� <br /> cy <br /> tiy <br /> Begin Project Q)° <br /> _ Legend <br /> Variable Depth Asphalt Concrete Overlay <br /> D } o°a; o.00 Depth of Asphalt Concrete Planing <br /> o ® Exist. A.C. Ramp 0 ■ Limits of Asphalt Concrete Planing <br /> to remain in place. 30 ` R Conform to Existing Radii <br /> Zo°c o' Existing Storm Drain Inlet to remain in place <br /> > Existing Utility Pole to remain in place <br /> y M / Sta a, <br /> /o / an orm 0 <br /> oC / <br /> N <br /> rn o <br /> .0 <br /> ,..w 102.00' 102.00' <br /> v, 101.00' E isting & finished 101.00' <br /> jot Grad <br /> 99.58' 99.53' 99.55' <br /> 100.00' t 00.85 100.00' <br /> 99.00' 99.00' <br /> 99.78-/ 99.57' <br /> 98.00' 98.00' <br /> M 97.0010+00 +25 +50 +75 11+00 +25 +50 +75 12+00 +25 +50 +75 13+00 +25 +50 +75 14+00 +25- +50 +75 '+90 <br /> MSCALE: Horiz. 1 = 40' <br /> o Vert. 1 ' = 4' <br /> COUNTY OF SAN JOAQUIN 1 " = 40' Plan & Profile Acampo Load Resurfacing Sheet No. <br /> 3 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />