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2. 8" <br /> WBX31 Past - <br /> r <br /> L Const. — 1 1/4" Dio.x 2'-0" H.S. <br /> 3 1/2"x 3/8" stiffener Rads (with threaded both ends) <br /> Temporary Crash Cushion each side of web. Place i total 2 (with 3 hex nuts per rod). <br /> Arra "TJ '. Refer to S.P. bottom plate at center ) <br /> f � T2 fyor details. (Typ.) Between bolts. / <br /> �4 1 2" <br /> *Temporary K Railing. • 3 to washer her 0'8" <br /> 2' Clear (Typ.) _ a plate washer <br /> Refer to S.P. T3 for -� - <br /> W678 Sta. 163+74 details (Typ.). <br /> 3" <br /> 6 W676 Sta. 194+25 _ W3.5 Wire ® 3" <br /> ° \ W674 Sta. 245+23 1 " Dia.x 2'-0" H.S. Rods pitch around bolts. <br /> R * (with threaded both ends) total 2 <br /> y \ Minimum length for Temporary Railing (Type K) (with 4 hex nuts per rod). SECTION A—A <br /> o a'o shall be the length of the existing Parapet Wall. <br /> Terminal Section <br /> a '^ Con L� Thrie Beam Barrier <br /> 0 •�L Terminal Section 12——6" <br /> o I r• S.P. A77B (Typical) 1 <br /> N 80 I / <br /> Type A <br /> p Temporary Crash Cushion � <br /> � �. �` <br /> 0 Array "TJ" (Typ.). <br /> Terminal Section <br /> ® / W680 Sta. 79+95 <br /> N <br /> P ® Temporary Crash Cushion Trans. Thrie Beam Barrier Thrie Beam Barrier <br /> o ® Array TH" (Typ.). 12 —6" <br /> 6'-3 1 12'-6" <br /> p ® <br /> IEWPORARY LAYOUT ) A.Vn CRASH cusHioN W678 Sta. 163+74 W680 Sta. 79+95 <br /> No sale: W676 Sta. 194+26 <br /> z ® � ® = Reflectorized 28" Traffic Cone. Spaced 10' Min. W674 Sta. 245+23 <br /> o ® apart. Cost for placement and maintenance is to THRIE REAM G RRsR DETAIL AT MINOR STRI CTURM <br /> be included in the Traffic Control System. No Scale- <br /> CO <br /> UNTY OF SAN JOAQUIN ra srruE CONSTRUCTION DETAILS ESCALON—BELLOTA ROAD RESURFACING Sheet No. <br /> (Mariposa Rood to State Route Highway 4) 18 of 21 <br /> PATE PROJECT ENGINEER DATE CHE KED DATE SUBMITTED DATE APP VA C ENDED DTEw/. ��/ <br />