<br />I
<br />I
<br />
<br />ATTACHED ALUMiNUM ClOVERS
<br />
<br />.3 1//'
<br />
<br />'..'-"
<br />
<br />"'--~
<br />
<br />~I ~
<br />' .._._I~ I _
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<br />~'I' I-~~
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<br />l~~' /: : ~_____
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<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
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