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3' -0" <br />•0" <br />VERTICAL 44 <br />REBAR MAT <br />5' -2" <br />1' '4" 1 3 <br />10' -0 "= <br />® I 0 0 E 10 I® r <br />I r I I r <br />I t t I I I a t <br />10' -0" <br />3/4" STEEL CABLE <br />1/4" X 24" TURNBUCKLE <br />42" CLOSED LENGTH <br />COMPACTED BACK FILL 15' -0' <br />FROM CENTER OF FOOTING <br />APPROXIMATE <br />TOP OF GRADE <br />I <br />t t <br />4 - —4- <br />1'0 ANCHOR BOLTS <br />12 PER FOOTING <br />3' -6" <br />3, -0" <br />10" 10" 10" 10" <br />1 #4 REBAR MAT <br />1'- 118" 2' -94" 1' -118" <br />X32" —•F— <br />.a <br />.11 <br />IT e. .A.,f <br />.ed. <br /><' <br />A <br />A <br />a <br />.'d <br />dq <br />.A <br />° <br />a <br />d <br />..d• <br />vA <br />e•' <br />w <br />. <br />7-11 <br />a a <br />a <br />A <br />d <br />a A <br />.. v <br />.. ..e'aa <br />..OA'4 <br />a <br />v• <br />• <br />4 <br />a a <br />d <br />A <br />, <br />.♦ <br />i <br />` <br />4.1 <br />A <br />a... <br />,A4. <br />A <br />14 REBAR @ 27" 5 '( 10 SPCS @ IV = 9' -2" 5" <br />WITH 6" HOOK 11 HORIZONTAL <br />PLACES il" C —C #4 REBAR MAT <br />CABLE ANCHOR FOOTINGS NORTH AND SOUTH TOWER <br />/I <br />I <br />r1' <br />u <br />@J <br />u <br />m <br />6' -6" <br />32" <br />W8 X 31 <br />1" THICK PLATE CABLE ATTACHMENT <br />WITH HOLE FOR 13s" PIN WELDED TO <br />CONVEYOR SUPPORT BASE PLATE <br />10" / COMPACTED BACK FILL 15' -0' <br />FROM CENTER OF FOOTING <br />62" 12" GROUT <br />— 1 4" <br />2' -0" <br />52" i' —i" 52" <br />5" <br />3#j v a <br />J} .a. . <br />4,000 PSI ♦ a <br />CONCRETE ° <br />f a aA 3 —6" <br />VERTICAL #4 �^ .< #4 REBAR @ 27" <br />5' -2" REBAR MAT , :d WITH 6" HOOK 11 <br />;.p PLACES — ll" C —C <br />t. v <br />a: <br />d <br />•Af . <br />3' —D" 3'-0" <br />a.� f <br />4. <br />° 3/ -0" <br />a ' <br />A <br />.° •° a :d A 'dA. ° � •+ <br />" <br />j- <br />4#--1 8 SPCS @ 11" — 7' -4" i— i f 4" <br />8' -0" <br />HORIZONTAL <br />44 REBAR MAT <br />APPROXIMATE <br />TOP OF GRADE <br />24" X 18" X 1" CABLE <br />ANCHOR AND C <br />SUPPORT BAS <br />:: <br />(v. PQQ�gTEREO ••• �`m <br />® 7936 w 0 <br />2•Q� <br />seFOF, Co; N° <br />lolfW <br />PLAN VIEW FOOTING WITH CONVEYOR SUPPORT INSTALLED <br />5" <br />4„ <br />b <br />F��eErvEn <br />DEC Hall <br />2911 <br />Divlolon of Reclamation, <br />Mining & Safety <br />1" DIAMETER ANCHOR BOLTS 12 EACH FOOTING <br />DIVIDE CONSTRUCTORS, Inc. <br />GENERAL CONTRACTING <br />543 2nd STREET (970) 532 -3761 <br />BERTHOUD, COLORADO 80513 <br />J OB <br />ELEVATED CONVEYOR <br />r USTOMER <br />VARRA <br />MAGGI ENGINEERING <br />NORTH AND SOUTH CABLE ANCHOR FOOTINGS <br />LD SPEC. RAWN BY PDH JOB NUMBER <br />AS SHOWN <br />BOLT SPEC. CHECKED BY 11040 <br />AS SHOWN ^� <br />PA NT PAINT <br />S SHOWN PREP SHEET NUMBER <br />A <br />HOLES AS SHOWN <br />