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<br />.MV1.llDlRl$ ENtillEERlNG <br />IJaltilO TO 1'7 $TANlJAR.I MJIUING Cl1l/C <br />I'D CllAltT. 1'01 /fIf 100 IIPH .,IN.l <br /> <br />0tP11la AFTDl .E11/0/ <br /> <br />6X6 110/10 ..... ..... r. <br />OR USE rl BERHESH <br />REINF'ORCEHENT STRANDS <br />HIXED INTO CONCRETE. <br /> <br />FINISHED GRADE <br /> <br /> <br />1 NOHINAL CONCRETE <br />f 3,000 pSI HIN. <br /> <br />4')(4'XI6' 8RICK <br />SOt.. I D SPt. I TrACE <br />HORTAR KTVEEN <br />8R ICK AND It.OCK <br />8'X8'X16' CELL <br />BLOCK 6' HAX. <br />HE IGHT. <br /> <br />VAPOR ,ARRIER <br />CLEAN COHPACTED FILL <br /> <br />PIERS <br /> <br />(I> " REBAR PER <br />COt.. UHN . 6' a C. HAX. <br />IN CONCRETE rrLL BLK. <br /> <br />NOTE' <br />FOR HEIGHTS > 55'. USE <br />16' ....IDE rOOTER AND SOLID <br />C. B. BACKuP ....ALL (NO PIERS) <br /> <br />~ <br />(If/ N) <br />16' ..../8' C. B. <br /> <br />(I> " REBAR ~ STEEL CHAIR <br />RAIL OR 4'X4' IRICK SCRAP <br /> <br />TYPICAL SECTION <br />(ASSUMED SOIL PRESSURE~2, '00 ps~) <br /> <br />" <br /> <br />VARIES <br /> <br />1 <br /> <br /> <br />6" ,-:-0' <br /> <br />( HAX) <br /> <br />~ <br />CJ <br />I ~ <br />i <br />\.0 '" <br /> <br />,ACK uP WALL <br />UNDER Ha'ILE HOHC <br />8X8X 16 CELL 8LOCK <br /> <br />" <br /> <br />V) <br />ll.J <br />........ <br />Q:: <br />~ <br /> <br />V) <br />ll.J <br />........ <br />Q:: <br />~ <br /> <br /> <br />. HAX. a c. <br />6' HIGH rOR <br />ru BLOCK <br />'JL UHNS. <br /> <br /> <br /> <br />4'X4'XI6' <br />SPL/ T IRICK <br />....ALL <br /> <br />6/-0' <br /> <br />61-0' <br /> <br />61 -0' <br /> <br />VARIES <br /> <br /> <br />DAVID NORRIS ENGiNeERING <br />DCSIGNCD TO '97 STANDARD 8UILDING CODE <br />PER CHAPT. 1606 rOR 100 HPH ....IND <br /> <br />EXPIRES AF'TER rEs. J. '01 <br /> <br />.;..:':-, ,-' ",.'" . <br />- I II 1,":':\ t)- <br /> <br />Pg. 1-.1) <br /> <br />(TYP.) <br />'/8' RE~ <br />rRON FTXJTDI <br />INTO SLAI <br />THRU CELL <br />BLOCKS. <br /> <br />Pg. l-H <br /> <br />SHEET <br />