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X50' 1 0.17' A.C. Overlay <br /> A.C. Trans. <br /> Approx. Exist, Fire Existing Water Valves rte• <br /> R/W Limits Hydrant Frame and Covers to be =Z; <br /> ° Sta. 106+72 1 to remain adjusted to grade by •`' <br /> the owner of the facility. <br /> Clean approx. 54 L.F. <br /> Caltrans County <br /> o� p 0 18"0 C.M.P. Cross Drain /� �� <br /> 0 <br /> + 3 <br /> o i Var. depth paving <br /> 0 0 E.P. <br /> o � <br /> Sta. 109+70 <br /> esRoad ^' N <br /> Clean approx. 56 L.F. <br /> West Frontage <br /> A N no A Q „ 18''0 C.M.P. Cross Drain <br /> _— µ— .Q • II 10/ 0.00' •� 1013 I 109 1/ <br /> N / <br /> Cb <br /> p • �• • • • • • • • •� • • II <br /> 110• V <br /> Conform 0.10' • <br /> w E <br /> " / + 1 E.P. 4` <br /> A <br /> 0 CE Construction <br /> Existing fence to remain (Typ,) � y I � �� /� �f <br /> BEGIN WEST FRONTAGE ROAD / HOOK RAMP <br /> SIB S. R. HWY 99 °hoc' <br /> i LEGEND ° <br /> z � <br /> ® <br /> Variable Depth <br /> Asphalt <br /> NIB S. R. HWY 99 <br /> � n Asphalt Concrete Overlay. <br /> o1X50' 1 0.17' A.C. Overlay <br /> DrivewayT <br /> ® (Type F) A.C. Trans. <br /> m See Sheet 6 Ch HOOK RAMP <br /> -, n° o Approx. R/W Construction <br /> m 0.00' Depth of Asphalt Concrete Limns <br /> N'. / <br /> Pavement Planing. o <br /> N o0 �rey o I E.P. <br /> \o� � <br /> 1 <br /> + 3 0 oh0o <br /> Limits of Asphalt Concrete OC <br /> ■ a �� �1 0.10' a <br /> Pavement Planing, ® � m <br /> • • • • •�• N <br /> • • • • • • • • • • • • • <br /> —��-� <br /> Surface Drainage. a ^? •21 22 N 0.00' ? No <br /> a Existing SDI to remain. µ N A East Frontage Road <br /> o I <br /> Refer to sheet 6 for <br /> P <br /> o ' longitudinal planing detail. VSta. 20+70 Sto. 21 +70 E.P. <br /> 1 Exist. C.M.P. Pipe Existing Water Valve Caltrans County <br /> A © Monitoring Well to remain. to remain Frame and Covers to <br /> be adjusted to grade by <br /> y m <br /> BEGIN EAST FRONTAGE ROAD the owner of the facility. <br /> W z <br /> o COUNTY OF SAN JOA UIN N. 99 FRONTAGE ROADS (W&E) RESURFACING Sheet No. <br /> Q NO SCALE PIAN (Calaveras River to Hammer Lane) s of 7 <br /> DRAWN BY DATE PROJECT ENGINEER PATE e D DATE SUBM D DATE APPROVA RECOMMENDED DATE <br /> MARK CHAVEZ NOV. 02 YY <br />