Laserfiche WebLink
Const. <br /> io L Temporary Crash <br /> *Temporary Railing (Type K) Cushion Array "TI". <br /> U �U <br /> .- Refer to S.P. T2 <br /> for Details. <br /> Concrete Barrier Rail Work <br /> Minimum length of Temporary Railing (Type K) <br /> shall be the length of the Concrete BarrierESSI�1v� <br /> as shown for each bridge. � y M. <br /> TEMPORARY RAILING (TYPE K) No. 212589 m <br /> LAYOUT DETAIL UP' 9-30-97 <br /> �9T CIvl1- <br /> FBF <br /> CAO '0 <br /> See Note Below <br /> Existing Surface 1 ' 1 ' 4" X 4" W 1 .4 X 1 .4 <br /> Welded Wire Fabric <br /> - -- .-- Pour Class B Concrete <br /> 6" (TYP ) Collar to connect pipes <br /> 0.90' Asphalt Concrete <br /> zz o Existing 18"o Irrigation pipe. 18"0 Reinforced Concrete Pressure pipe. <br /> D � <br /> 3 <br /> m Surface of pipes shall be The flowline of the 16'0 Reinforced <br /> PAVEMENT REPAIR DETAIL cleaned and o bond coat Concrete Pressure Pipe shall conform <br /> of epoxy adhesive applied to the flowline of the existing 18"0 pipe. <br /> prior to placing concrete collar. <br /> D Note: Width, length and locations to be <br /> m determined by the Engineer. PIPE CONNECTION DETAIL <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS MARIPOSA ROAD RESURFACING Sheet No. <br /> Austin Road To Gawne Road 16 of 18 <br /> Project Engineer Date I Project Engineer Dnte Checked By Date - 0 �--•- - Date Ap val42commmended By Date <br /> Sam Adlong 9/94 �.�.+ /9 S T/�sL� 3/95 + efn�• /ze w / qs <br />