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N100' A.C. 0.30' A.C. I I 100' A.C. <br /> Trans. Overlay Trans. <br /> -50"— <br /> UNION PACIFIC j j RAILROAD <br /> -- 50' <br /> ■ <br /> Remove damaged end ofIL0.08 Conform to Conc. Plankin <br /> existing 18" Dia. C.S.P. `O <br /> 0 <br /> Place 12 L.F. X 18" Dia. ¢ ri 0.00 Adjust Monument Frame N <br /> o C.S.P. (0.109" thick). c and Cover to rade. r, <br /> E`o� o mcc� <br /> See detail below. g E + <br /> rLo vin o Const.—\ o LCI) o 0 <br /> _ — + U N <br /> N <br /> I DN - 2 <br /> LINNE U1 0V2' nn <br /> ROAD <br /> Note: Concrete Pavement shall conform to LL Iadjacent finished pavement elevation. > 12' Note: Existing gos valve frame & cover <br /> C 0 Sto. 9+00 (16' Rt.) shall be <br /> o adjusted by others. <br /> i <br /> F' <br /> 12 12' Const. <br /> 124' Var. <br /> Const. <br /> 4' 4 12' 12'-13' 4 4 � 12'— <br /> < <br /> 2'Q :yx� <br /> A - <br /> > Conform g� Vor. I Vora. �i r 1 <br /> Var. Conform (� v (Structure Backfill <br /> r . .v: 8� VOr Q . . 0.00 Q c Ir — <br /> _ :. <br /> n� — '° — o � Refer to S.P. 97A <br /> v Var. Depth r & S.P. 97E for 18"0 C.S.P. J <br /> m Shoulder Bockin Existing Roadway <br /> y 9 be— �� �r�elPavement o coupling details. (0.109" Thick) <br /> z <br /> Flow Line to be — <br /> TYPICAL SECTIOlevel with existing pipe. <br /> � ylA • �!+moo 'ko q{-Y� <br /> Conform TYPICAL PIPE EXTENSION <br /> 4' <br /> I I Sta. 7+00 Linne Road Sta. 9+00 Lt. <br /> z I ; <br /> COUNTY OF SAN JOAQUIN No scALE PLAN UNNE RD. do CHRISMAN RD. RESURFACING Sheet No. <br /> 6 of g <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROV RECOMMENDED DATE <br /> Qaclym. �a 10/98 _ i .9 /=/a/ <br />