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<br />I <br />I <br /> <br />ATTACHED ALUMiNUM ClOVERS <br /> <br />.3 1//' <br /> <br />'..'-" <br /> <br />"'--~ <br /> <br />~I ~ <br />' .._._I~ I _ <br />-,---- ~I---- <br />I' '_.___ <br />" ~ <br />11_,,' <br />~'I' I-~~ <br />= /' I I <br />l~~' /: : ~_____ <br />f I' I -->\ <br />"'Jl~." \_/ <br />.. " 'ii', O:-.'L ... \ <br />t!)-- :--::-_~_..'L:._ ,I: ....''";:.__._.+__ <br /> <br />1-' ..... '" " .. ". 1 <br />__ ! ro.,.. ~ .. .. ~ .. <br />I" ! ", .,._._~-- ._~ l________~,____________ <br /> <br />, 110" I <br />..1-....----- -. ----,.----y <br /> <br />TOP OF GRADE <br /> <br />,)"x3" FLUTED pas f <br />V/f~APPED V.'/ FELT P J\I:JU;~ <br /> <br />3/8DX3 1/2" GaLT <br /> <br />so LB. 2500 PSI <br />CONCREfE F-'RE.-t,W< <br /> <br />3"x3" B/\SE <br /> <br />ALU Ivll flU [vl C01\1 VF[\J TI Of\! /d_ COf\j STR U CTI Of'J <br />F-CF~Cii I:JOST COr~NECTIOf\J <br /> <br />)l~/ <br />.',- '~'--f~ ~-(1 ~./" <br />r.:::J =-r~";'; <br />"-./ <br />I /~\/' <br />-'I'---I--~--I~~ <br /> <br />1 r <br /> <br />ISOLATED FOOTlr~G <br /> <br />POST IN COf\ICF!ETE <br />'i'! / //"1 U IA. G t'R <br />12" Lm,!C <br /> <br />pour:ED COi'JCRETE <br /> <br />REFER TO TABLE 5 <br />(r)f\GE 12-13) <br /> <br />Milt 2500 PSI CONC. W/ <br />6x6-10x10 W.W, MESH OR <br />riDER MESH TYPIC,.,\L <br /> <br />NOTE: NO FOOTING REOUIRED EXCEPT WHEf'~ ADDRESSI~~G EROSION <br />2' - 0" Mil'!. <br />BEFOI~E SLOPE <br /> <br /> <br />1 #5 BAR CONT. <br />"-," -'~' ,:-:;-.:;:::-;;-:_ .~:J <br />b Fl',:"j ;.... "f'];J<UW;c, '1I~'rl,t <br />i----..."'fl,'-',,/"i," "\'1,/1111, 'lr, 1111"[[ <br />-'.. :-',!l.f?:l('~H ' ,~:~,- .,~!:~ ;),:::, :u., ~il( \It ~:_~-j '~Li- <br />.,.=illltJLr..!",;,[:".-!.;"l r"L,t ~" ,!!;,:ii,,"'hcb!;iJ <br />_:}:_ -'1'- u 8 II <br /> <br />1 #4 BAR cm~ T. <br /> <br />4-- r~~-=':"_'::-=J <br />1')" .""1-,,. Ii' '11,II-J' <br />- "1" 111" "I' - r" '\II--lill <br />.1 ~-f'; ~I' ... -'11'" l ' 11: I~' lliu. <br /> <br />-~ZIJtt;U;i~~r;'~J~I~\~~jT~lb~ <br /> <br />FU, T SLOrJ[ / NO FOOm,JG <br />o - 2"/12" <br /> <br />MODEf~A TE SLOPE FOOTI~JG STEEP SLOPE FOOTING <br />2"/12" - 1'-10' > 1'-'10' <br /> <br />~ - ..,.,............-..-...,...-...~ ~......."'-_......._'_... <br /> <br />N'JTE: Flfl[i'( r.IF~:ii C(;NCi\~[lC (JeTS <br />r 10 I t'[uU:f~L:l) Wlf,[ 1'0/[5,1 <br /> <br />SLAB DETAILS ADDRESSlf\jG EROSION <br /> <br />n 0\VV7r,>Pr.r-N~ 8 fO)r::-.rc:>On'I(:;-,nl> ~ f7? -, <br />L~:J(;Jv.:.JU \.::;JUUl~l.2J L:.::io L~~..,h...~ULJuu~l!.l!'D u.......D~.5o J <br />CiVIL ENGINEEr< AND DEVELOPMENT CONSUL lMn I <br />P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-43681 ,,: <br />PHONE: (904) 767-4774 <br />F;\X; (904) 767-6556 <br /> <br />! ',EClION; :3: <br /> <br />(s) C(;PH<lGHT, 1995 NOT TO BE Rr:PRODUCED IN WHOLE Of~ IN P,\Rl WITHOUT WRiTTEN <br />1'[f,MIS:::IGll fHOM LI,\^IP[-NCE E. [30'INCn, P.C <br /> <br />.. ........._,- <br />:' ~JAC[: !5~4~~J <br /> <br />- ..5 - <br />