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0.25' A.C. <br /> s <br /> + U <br /> E.P. Const. o Y <br /> N <br /> in w� Existing A.C. Dike <br /> to remain in place. <br /> io <br /> io 3 \ <br /> Existing A.C. Dike <br /> to remain in place. <br /> � I <br /> +43 <br /> i <br /> 16' � <br /> i I <br /> 16' <br /> A.C. Gutter 1 17'i i Approximate State R/W <br /> Exist C. & G. to ■ ,�i 'o ,p 80 ¢ c <br /> D remain in place, : ■ a <br /> � � � P. �'• / � 0.00' o r- <br /> --------------- <br /> LEGEND Existing Traffic m 50' 55' <br /> FT— <br /> Counting Facilities rj in o in <br /> m ® Variable Depth to remain in place. n <br /> z Conform <br /> Asphalt Concrete r — Sta. 0+41 <br /> D <br /> X Limits ofAsphalt Concrete <br /> Pavement _____________ _____ <br /> m <br /> ���--�- yellow line <br /> ->— <br /> Pavement <br /> 0.00' Depth of Asphalt Concrete Traffic Island - - — — _ <br /> Pavement Planing STATE HIGHWAY 26 (FREMONT STREET) <br /> r� <br /> v R Conform to existing Radius <br /> m BEGINNING OF PROJECT <br /> ZCOUNTY OF SAN JOAQUIN NO SCALE PLAN SHAW ROAD RESURFACING Sheet <br /> of 6° <br /> a <br /> Fremont St. north to End <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date q prov l Recommended Date <br /> f!'. d} 4/9z ¢ 4 Z '/9L Y/Gwul�i4ru s ' c'r<f <br />