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-Z <br /> 15' A.C. Trans. 15' A.C. Trans. <br /> 0.10' A.C. Overlay <br /> 0,17' A.C. Overlay l\ — <br /> 50' A.C. 0,17' A.C. Overlay <br /> Trans. <br /> t/ L <br /> ,^ <br /> N N Y 3 + <br /> U U 00 O <br /> _ 00 <br /> v v <br /> � � � + o a Exist. M.B. o <br /> O a o V remain in place <br /> 20' I > I v <e1" 1-1 <br /> 00 <br /> E u Ci 4Ni x v l ee \ <br /> o U U w ¢ 14 w v 90 \ Exist. A.C. Dike to <br /> Const. (Lane Line) c v I m \ \ O 0ss \ remain in place <br /> U C C x a�^u� m s <br /> v 0 m Exist. A.C. Dike to w I > a <br /> M \ <br /> + oo remain in place(Typ.) -v I F— l o m w \ 1 <br /> 60 o m w rnl + w Bridge No. 29C-123 00 <br /> 0 0 1 o + E.P. + + + - - - - - <br /> + + + — <br /> n <br /> - - LLL 0 0 0 0 0 o I o o 260 61 262 — <br /> N C14 <br /> 233 234 237 238 239 240 4 4 <br /> � 241 � � 253 � � 258 <br /> E.P. <br /> - - - - - - - - - - - - - - - — — I <br /> 7.8' 8' - - - - - - - - - - - - - - - - - - -o - - - - - - - - - - - - - - - <br /> _ o o + <br /> _ - - - - <br /> - — — — — — — — — — — — — — — — — — — — — — f — — — — — — — — — - - — — — 00 <br /> o 0 0 <br /> + o 0 0 <br /> \\ O o <br /> m <br /> \\\ / Clean existing drainage facilities Existing Conc. Curb to �`7��IaY,� <br /> \\\ / Existing E.P. <br /> Place 750 L.F. Concrete Curb (Type C) 22"X13"X50± C.S.P.A., 18"OX50'± remain in place(Typ.) —1 25' l M N/ F <br /> Remove portion existing curb. C.S.P. and 2 Storm Drain Inlets 15' 137 ■ v <br /> No. 21258 A <br /> See Sheet No. 3 for details 177' * r,n 9-30-97 <br /> ` 11 J II ( Q of curb median areas TyP•) <br /> Jql� CIVIL c��\ <br /> II II FGFNn m 1�LlRe�CR- <br /> Variable Depth Asphalt Concrete Overlay <br /> BEGINNING OF PROJECT 0.00' Depth Asphalt Concrete Pavement Planing 0.17' A.C. Overlay 100' A.C. Trans. <br /> 0 Limits Asphalt Concrete Pavement Planing <br /> c <br /> Variable Depth Asphalt Concrete Overlay (Median) <br /> Asphalt Concrete (Miscellaneous Areas) E <br /> C � <br /> Q. <br /> N U <br /> Remove existing asphalt concrete to surface E v <br /> of concrete bridge deck. o <br /> Const. (Lane Line) <br /> L <br /> I <br /> C v <br /> w <br /> y r- C <br /> p C) M O I <br /> a + � <br /> d <br /> 0 50'� / E <br /> Const. Median <br /> (Lane Line) I w Exist. A.C. Overside o // o <br /> I i drain to remain m <br /> O U <br /> Limits of Clearing and Grubbing + in place ( E P + o <br /> + + <br /> LTJt <br /> v+ <br /> I - <br /> 6' g' 12' 12' 2�6' i <br /> + <br /> 0 I 0 0 0 0 0 0 0 0 <br /> I N <br /> 2671 4 M300 4 4 301 4 303 307 <br /> 24' Pavement Reinforcing Fabric — — <br /> — — — — <br /> — — — — — — — — — — Cl) <br /> Conform _Vor. I �Var. V°� Conform I kEJ \I _ z <br /> - - - - - - g <br /> r 7.6' <br /> 8.8' o <br /> z <br /> y - -- - - - - - - - - - - - - � m <br /> ��` — — - - - - - — - - - - - - - - - - - - - - M <br /> O <br /> Variable Depth Existing Roadway 0.17' Asphalt Concrete Overlay Clean existing drainage facilities \ \ <br /> Shoulder Backing (Typ.) 22"X13"X50'± C.S.P.A. \ <br /> Storm Drain Inlet (S.D.I.) Existing E.P. <br /> See Sheet No. 3 for details Place 772 L.F. Concrete Curb (Type C) \ <br /> Doublel8"OX50'± C.S.P. \ v <br /> of curbed median areas Remove portion existing curb. <br /> TYPICAL SECTION 6" maximum fabric overlap o <br /> w <br /> (Sta. 233+15 to Sta. 307+37) <br /> U-1 <br /> z <br /> g <br /> Ld <br /> w <br /> END OF PROJECT <br /> w <br /> Z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL F <br /> �a ,L S. dd,,y 9/96 u „ COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION WEST LANE RESURFACING NO. SHEETS 0 <br /> & PLAN Eight Mile Road to Morado Lana (Southbound Lanes) 2 3 a <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS GATE <br /> �" e:\sam\westln\plan <br />