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It Trans C 0.30' A.C. LEGEND <br /> m I ■25' <br /> I 0 I in +i ® Variable Depth Asphalt <br /> Concrete Overlay <br /> o 0 0 0 * R Conform to Existing Radius <br /> v N rn E P E.P. 0.00' Depth of Asphalt Concrete <br /> I o Pavement Planing <br /> o ■ Limits of Asphalt Concrete <br /> 0 LL 1 0 22 0 23 0 24 Pavement Planing <br /> iA a. <br /> I I <br /> c�j E.P. *P *�� ,,,,X11� o E.P. <br /> Const. <br /> I I I Conform <br /> I III I ■� ti Z <br /> �1183� <br /> BEGINNING OF PROJECT <br /> Existing Bridge .N <br /> 11o.reain in place. <br /> �--�-0.30' A.C. 100'3 A.C. Trans. + <br /> 00' A.C. Trans. 0.30' A.C. 75' A.C. Trans. <br /> Existing C.S.P. _o <br /> Place 24""0 z 80 L.F. C.S.P. M ■ m EPI N I <br /> (0.109")Sta.29+803 to Sta.30+60 0 50 _ ± ' <br /> (20'3 Lt.) o o �3 + n E <br /> (� N — _ — 0oE.P. - - - - - - - to E.P. o * v I in <br /> o <br /> 30 0 31 32 _ 33 0 0 0 48 <br /> — 2 <br /> r- L-- - — J p I c_ <br /> m E.P. (Lo <br /> Const. <br /> z Place 24"� z 65 L.F. C.S.P. (0.109" _ ■ 15' <br /> 3 Sta.30+603 to Sta.31 +253 I <br /> "� (22'3 Rt.) +I o Conform at bridge abutment <br /> v� ExistingC.S.P. C Existing A.C. Dike <br /> N Sta.31 +603 & Sta.32+323 I <br /> to remain in place <br /> NOTE: C.S.P. side drains shall be connected to + 5 E.P. to conform to E P <br /> existing pipes with coupling bands '? face of dike. <br /> D (Standard Joint), FL elevation shall in <br /> £ conform to existing pipe. Refer to END OF PROJECT <br /> MS.P. D97A, D97B-1, D97A-2, D97C-1, <br /> A D97C-2, and D97D for coupling <br /> band details. <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN WALKER LANE RESURFACING sheet No, <br /> State Route 4 to Main Street 3 OF 4 <br /> Drown B Dnte Pro)ect Engineerote Che <br /> Dcked p Dote Submitted Dote A ...vol R ommended I Date <br /> /w,.,:: S/92 �_�• � ,yl(,Z( 692 G <br />