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PROVIDE SECURITY RACK. 10 10' <br /> 11" PIPE EXTRA STRONG. A <br /> 12" SPACING. 2:1 SLOPE. <br /> #4 REBAR ® 12" O.C. <br /> 48" PVC PIPE 1 <br /> g <br /> �8" TYP. <br /> - CONCRETE LINED <br /> FLOW 10' 5' RAW <br /> STILLING BASIN <br /> SECTION A-A <br /> N.T.S. <br /> PLAN VIEW INSTALL MANHOLE COUPLING <br /> WATERSTOP, OR CONNECTION <br /> PORT SUITABLE FOR PVC TO <br /> A CLASS 12 RIPRAP CONCRETE CONNECTION. <br /> GENERAL NOTES SECURITY RACK <br /> 1. CONCRETE SHALL BE COOT CLASS B (3000 PSI ® 28 DAYS). ELEV 4181.0 <br /> 2. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 <br /> - 10' <br /> 3. REINFORCEMENT SHALL BE DEFORMED BARS, GRADE 60. <br /> 4. BARS SHALL BE FIELD CUT AND BENT. MAKE BARS CONTINUOUS 48" PVC PIPE / <br /> AROUND CORNERS. / 2' (MIN) 1 <br /> 5. MINIMUM COVER FOR CONCRETE REINFORCEMENT SHALL BE 3" <br /> WHERE PLACED AGAINST EARTH AND 2" WHERE EXPOSED TO - <br /> WEATHER. #4 REBAR ® 12" O.C. TOE WALL <br /> 6. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE: <br /> BAR 1 #4 #5 #6 SECTION B-B <br /> SPLICE LENGTH 1 1 '-3" 1 '-7" 2'-0" <br /> 7. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT THE <br /> REINFORCING AT THE POSITIONS SHOWN ON THE DRAWINGS. <br /> STA. 43+10 <br /> CONC. STILLING BASIN <br /> N.T.S. 1 7 <br /> x <br /> a <br /> j <br /> 1 _ )0% <br /> REV1 COCOC 3.03 TAW/SRP THE BOYD IRR11GATION COMPANY PREL 17 <br /> REV2 rlo lit: oaa.m m ANdERSON CONSUMING ENGINEERS,INC. BOYD AND FREEMAN DITCH �/ <br /> 2 REV3 DETAILS GENERAL DETAILS <br /> REVa SRP/CJP Crcil I{'orrr Rrsavrres - Envlrmm�rnml OREELEY REACH REPAIR AND ■���/�{ <br /> R 3 UR: w[o¢D Ni r-gTi..Y iofil_6nlb�f'n vTdt.w�C"}WI_y V V <br /> r R.,6 3/15/2011 cJP .,._ HILL REACH IMPROVEMENTS --,l <br />