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i <br /> 80' -- 140' 00 50' <br /> + <br /> + un <br /> Al —8 Concrete Curb. Refer to S.P. RSP A87 for Details. `} <br /> n <br /> o 0 <br /> o Cn <br /> 0-5 <br /> �o 2.5' R <br /> N — —0 — — — <br /> 1 C <br /> _ Base Line E CONST. <br /> 0 0) ir) of o o n o <br /> o r CD o r`? N ao o � <br /> O O O 0� <br /> L <br /> 0 <br /> C� <br /> I <br /> 10' 10' 10' 10' 10' 10' 10' 10' <br /> U 0 U <br /> O = O <br /> O N C CJ 4 <br /> 150' Storage Lane <br /> a-� CL :3 <br /> 0 0 0 <br /> Y <br /> 3 120' Taper --- <br /> 0 <br /> in <br /> w <br /> MEDIAN DETAIL <br /> O <br /> E <br /> 0 12' o ESsl <br /> C <br /> 0 <br /> ~ 9� <br /> No. 21258 <br /> Parapet Walls <br /> * UD. 9_30-9 <br /> �9� CIVIL <br /> �CFCAOF"- <br /> Existing Sidewalk cy7 y)J, e�ZL� <br /> on Overcrossing a <br /> PLAN, <br /> — — —Existing Sidewalk <br /> — Existing Overcrossing �� <br /> L <br /> NQ Temporary Crash Cushion Array "TJ". <br /> �5 Refer to S.P. T2 for Details. <br /> A.C. Dike (Type A) <br /> C Const <br /> X Y TEMPORARY CRASH CUSHION <br /> Lt. 4' 0.70'± <br /> Rt. 5 0.80'± E L EVAT I O N <br /> LAYOUT DETAIL <br /> LEGEND <br /> ® - <br /> Var. Depth Asphalt Concrete WALKWAY RAMP DETAIL <br /> 0 <br /> Miscellaneous Areas)(Type1 ) Z <br /> Sta. 449+35± (Lt. & Rt.) w <br /> 0 <br /> z <br /> Uj <br /> DROM BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVED DATE CO N STR U CTI O N ELEVENTH STREET WIDENING SHEET TOTAL 9 <br /> COUNTY OF SAN JOAQUIN NO SCALE N0. SHEETSof <br /> DETAILS 1000 W/O Cabe Road to Chrisman Road 7 8 <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> E: \ERIKA\ELEVENTH\DETAILS2 <br />