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MBGR Steel Post Installation Schedule <br /> Sta. 277+50t to Sto. 280+40t Detail A �rt,OFE5S1pI, <br /> Sta. 287+93t to Sta. 288+87t Detail A ` fig D. Mqq <br /> _Sta. 288+87f to Sta. 289+47t Detail B tri <br /> Sto. 289+47t to Sta. 290+63+ Detail Az No. 38465 <br /> A EV 3-31-W <br /> Sto. 290+63t to Sta. 291 +38+ Detail B \Q. <br /> NOTE: Sta. 291 +38f to Sta. 293+38f Detail A "92� CI VIS pQ� <br /> Install R6(CA)(55) sign 24"x30" Sta. 293+38t to Sta. 294+32+ Detail B OF ON)E <br /> at Sto. 257+22 (16.5' Rt.) L Sta. 294+32t to Sta. 296+90t Detail A J <br /> Peter D. M rUn <br /> u REGISTERED CIVIL ENGINEER 98485 <br /> 0 <br /> o• Face of rail 2' from EP from <br /> Sta. 277+50 End Terminal Sta. 277+00 to 279+55. <br /> System (Type ET). Hinge Point <br /> ni <br /> n Sta. 277+00 Terminal Existing fence o <br /> gz m System (Type ET),COnst0 <br /> n N <br /> 1 , -- <br /> ° Match Existing Striping. Striping <br /> °s shall be raised and inverted Existing AC Dike - <br /> o_ profile thermoplastic stripe. <br /> See detail on sheet No. 2. - <br /> Sta. 265+00 Begin thermoplastic traffic stripe. Ep --a'= -- <br /> EP <br /> Match existing striping. Striping shall be raised -f <br /> and inverted profile Thermoplastic. <br /> See detail on Sheet No. 2. _ - J� White Fog Line <br /> -J f Legend <br /> Monument <br /> Rsad ------ Hinge Point <br /> corral Hollow --- Toe of Slope <br /> : _ White Fog Line <br /> m ---- Dike <br /> o <br /> 1 <br /> COUNTY OF SAN JOAQUIN NO seaLE CONSTRUCTION, SIGNING, CORRAL HOLLOW ROAD SAFETY IMPROVEMENTS Sheet No. <br /> AND STRIPING PLANS (2 miles w/o 1-580 for a distance of 1 mile) 4 of 9 <br /> CT <br /> DRAWN BY DATE PROJEENGINEER pgTE CHECKED DATE ROVAL RECO ENDED DATE <br /> P <br />