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i <br /> 150' 0.15' AC Overlay over 0.10 Leveling. Course ^ <br /> AC v I <br /> Trans ti c Conform <br /> m <br /> =Z—sa _ 25' <br /> �� � 25' 0.00' 00 <br /> V)cc AC Trans <br /> ul° Const / <br /> Q <br /> + See Sheet 4 for R R <br /> � Cross Drain Detail „_, - - ._ .- - - -- - - - � <br /> �EP <br /> v <br /> N <br /> P R E S C 0 T T R 0 A D — — — — — — — — - — to <br /> � 3 <br /> 10 11 12 36 37 m <br /> m <br /> E Jo <br /> L_ EP Stu 36+51 Place Mon N <br /> m % Frame and Cover per <br /> 0 <br /> 0 SJCO Std Plan CW—M1 <br /> M J <br /> 0 00 Q <br /> _n Q 0 <br /> � I <br /> Z Q Q <br /> 0 I <br /> .Z1 ■ <br /> ---50' <br /> I <br /> N f Conform to Planking Sta 109+03 <br /> 0 <br /> o --0.15' AC Overlay over 0.10 Leveling Course ' 50' <br /> AC Trans a <br /> g m See Sheet 5 for :.. o <br /> " Sam Cross Drain Detail ! '20' v LEGEND: <br /> z <br /> D °Z <br /> N �� � <br /> 3 b L Const o d <br /> 2 ® Variable Depth Asphalt Concrete Overlay <br /> 0000"P <br /> rn <br /> /-EP ® 0.00 Depth of Asphalt Concrete Pavement Planing <br /> m PRE S C 0 T T R 0 A D I ■ Limits of Asphalt Concrete Pavement Planing <br /> a 50 179 108 R Conform to existing radii <br /> - c <br /> cn ■25' 0.00' R R 25' Ep t 0 New Storm Drain Inlet <br /> I 0.08' AC Trans :. M <br /> Designed Ditch Grade <br /> o Conform <br /> o -v Existing Utility Pole to remain in place <br /> M o I m� <br /> g CX I E v i <br /> M 0 0 <br /> wm <br /> z <br /> COUNTY OF SAN JOAQUIN I 20 4o so 100 PLAN PRESCOTT ROAD RESURFACING Sheet No. <br /> SCALE IN FEET 3 of 8 <br /> DRAWN BY DATE PROJECT ENGI ER DATE CHECKED DATE <br /> L. Aguilar 1/11 11240 �' � 1 <br />