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❑ Step 12 continued: Rebar arrangement <br />details <br />d: DIAMETER OF FERRO REINFORCEMENT MATERIAL <br />REBAR AROUND ACCESS HOLE <br />j3.8" <br />I I <br />REBAR ANCHOR DETAIL <br />#4@8" O.C. E.F. <br />REFERENCE OF REBAR ARRANGEMENT (BASE) <br />SPECIFICATIONS <br />CONCRETE STRENGTH: F'c= 3100PSI, MIN. <br />STEEL WIRE: GRADE 60. <br />CONCRETE COVER: 2-112", MIN. <br />ANCHORAGE LENGTH: 40d. MIN. <br />FOUNDATION: 4", MIN. #57 STONE. <br />'1 G.L. IN THE DRAWING INDICATES TOP (MANHOLE LID) LEVEL. <br />'2 TOP LOAD IS DESIGNED FOR H2O. <br />1.6" <br />ANCHORAGELENGTH <br />40 x d, d:DIAMETER OF <br />= 1,9, <br />SIDE AND CENTER REBARS ARE <br />ARRENGED INSIDE. <br />STRENGTHEN COLU <br />MAIN REBARS (4) #4 <br />VERTICAL REBARS ARE <br />ARRENGED OUTSIDE. <br />10":DIA <br />REBARS #3@6" O.0 <br />HOOP REBAR! ANCHORAGE LENGTH DETAIL <br />TOP AND BOTTOM <br />TURN ONE AND A HALF. <br />TOP AND BOTTOM <br />TURN ONE AND A HALF. <br />STRENGTHEN COLUMN SPIRAL REBAR <br />29 <br />