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<br />. <br /> <br />.' <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />212 <br /> <br />')G~ n <br />... .1 .....r <br /> <br />G<N<RAL NOr<S <br /> <br />Ufff.ESS OTHER....ISE SHOWN, THESE NOTES ARE TYPICAL <br />FOR ALL DRAWfNGS Tf'lAT REFER TO THIS DRAWING. <br /> <br />ASBR!YIATIOIVS <br />CJ == Cons/rue/lc.n JOl{!t <br />OCJ",OoMnal consfrllcfton Jomt <br />vel: '1Ullcol construc/!t)n jOint <br />bf == bottom (ace <br />fl{ .. neo~ fece <br />ef :, each face <br />I' '" fOp (oce <br />fr "" for face <br />MSNf = Metal sea/ooType Nl <br />MSN2 = Metal seol.-T~pe N2 <br />MSI =Melol sea/..rtpe 2 <br />It$.<l ",Rubbt'r l'rofersfop..TYfJC to <br />WSB == Rubber ""olerstop. TtM B <br />wso == Rubber .",.olersfop, r,.{)€ 0 <br /> <br />WSf ~,lTub/)'3,- >'Iaters/op.-Type [ <br />wsr :. Rubber wafers/cp- Type F <br />~r5G '" ReMer waterslop .Troe G <br />WSH '" Rubber 1II00ers'+cp .Type H <br />CrJ == Centroctlon 10m! <br />[J = [tpUMlcn joml <br />'jP ==Sewer Oloe <br />;iP = ,'-(rgM ;)()m/ <br />LP == Low pOI.'!1 <br />!+'P == WorKing pOm! <br />(i. "'Elevation <br />W$ =Wet",r s'Jn"Oct' <br />II\' ",for/water <br />(tJ ==ContrOI jornl <br /> <br />CHAMFER <br />Chamfer eage.s of permonentl)' e:r()Qsed cancrf<te S/.,rfoa.<> ~w,~ <br />o ~5. .~evel, {'xi <br /> <br />CONCReTe PLACeMENT <br />Before omclnq concrete, s<:'~ ~(I drOWlnl}S rele('sed 1'1 Ire <br />c(if/lroc'o'" as S(JrloOle for consfrucliOll, rnC1tJomq ,'1at111 <br />(";CI:J(!'r '5 dro~';t1qs, fo,~ fill embeddec mo!eriol ",t"(,,, <br />IS r;:(]tJ1rerJ m the f}1(J(ement <br /> <br />CONCRETE SYMBOLS <br />ThE' ddferrnt corrcr<:/€ placements are ;n(jlcaf€([ by lhe faflolt'/r:q <br />symbOls' <br /> <br />C:=:'=:J <br />[1"/''''''' <br />?i:Y-.:-~ <br />~,,~ <br /> <br />Concrefe .."lrS! sloqe <br /> <br />(oncrett' . Second stage <br />COllcrete .81ockoul <br /> <br />~~:L~ <br /> <br />rXlsfrnq con<:rete Dr conclefe rn adjf1,:ent ~/I"1JCures <br />Gr(JUI <br /> <br />r'd <br /> <br />DIMENSIONS <br />A/! d!fnenSJons to a jornt ore to the centerline of the jOmf <br />Beams, columns, and walls are centered 0,7 reference Imes <br />Dlml!ns/'Ons I'l. porentfl.es~ ( ) on pions ore beam de()lhs <br />Beam and slob ~pths shalf be measur~d (rom the rap of the <br />,lrue1uroJ Slab. .DImenSions gi'fen fe,r the depth of recesses <br />ore from fhe surface of Ihe striJcturol (oncrete <br />Thicknesses shOwn for walls oM slobs adjacent to unalslurbBd <br />SOl! cr re.O are minimum dimenSIons <br /> <br />eMBEDDED MATERIALS <br />Be(or/: p!ocmg rUfICTf!te, Carl' s,';all be 1c1,~fn Ihelal! embedded <br />Iti'ms aTe HI pos'r1on ana sec!J,~/'lt' r'1Slen€o In p!O."8 ::mchor <br />~oJ/ locatIon 'lnd ~r3!t,'ng Gre ;t(J.~n on /oe Sfruc.'u,.-af ,Ieef, <br />mIS(e"l(}n'="~:J5 r;1{,lc.', CQr:ufle,,7:;d €1~'0'11~nj, ar:;w.ngs <br />C()nij~lr5 and i}rO,mo,,?g cabl€~ ate 5f1(Jw.1 un rr.2 "'1rJr:ufact~'r("5 <br />ara"'I!7q.5 (!ntj :t.e e:E(tnco! c:"'01'l.?q5 A.'I{!r~:'r?C"'''1J '-ub;).?r ,,'a'ers/oes <br />and I11I!IC,' seOI~ S!;rJ/f /)8 ~'L'o(!orl,;d end {Jrati'cled "om dor;n- <br />age a"rJ f'z:Jr:S:Jr<3 'L.-rnf} CH'{,n.J,? ar.-d CO.1Slr"clr(ln <br /> <br />FINISHES <br />'C,- lucoll.Jn cna (I(!~~.?<; i'I Im.,!,,!S ~br fr)rmt'rJ Gnd unformed <br />callCft-le S:tr,'(jces. See '/'e orC.f,'n95 and/"r ~,J!:cJ('(cIJ{Jn5 <br /> <br />JOINTS <br />,J/I COnslruCiJ{)r.- :,')lnt5. ;d<:,nl.fl"'J CJ, 517011 be crc,','dr"d ~hl'Tl' <br />51l0~n ,eil ,oi/" ~',-IJ"'l(lg~ JOr~ ';,1'7al C.JnSI,-tJCI'On,jCmIS mar <br />De ;Jse,1 $ubjr?CI Ie> Opf}rrJril! ",'Ii JOllonol c(.'nfi/,';JCIIO" ,o;n/s, <br />,denl,fiee J:J, ere Ir: redLJ(,; Ihe f'O!Ume of cTJcemenls <br />r:r !D -'ocli.,?!'! :.f)~~I~:J::IIOfi i' ~';J:'('nal jlJ;,'S ole f}!"(JvJded, <br />.'hf'{ s,'!,]!i CP G.1Jy C! 'hp IO,'J,':(W; Sf'[iNn <br /> <br />REFERENCES <br />rftlff,;;rJJ:. m Dorenlt1/'~p.s I J, (011)1'>'1.79 nutes aNi s~(t,JJJ letters <br />,;'- numb...-!":; , ,!/':1IcoJte ihr ,7um~e'- 01 :,~'=' JrO'N1n9 u,x;n I+'fwcll <br />I"~ se.:I'Oll or Oe:OII is S.~O~Il. for e~Qmtle, {5.'4} (fenafes <br />Droftlng /I/o 55;-0-514 <br /> <br />---, ---- ---- <br />I "-.~' ~OH" .~,." "'Q~ <br />'.ft'/? r <br />'--;0 - . -,;- .;-N7,,~';;;;;;:- t"i!ltQfO ...'t"~l~ <br />~ ',~ "O'HS "L"SlO <br />---- . ~i.lUAYS nun~:SAJETV <br /> <br />"~'~"l,' ~"'o <br /> <br />LJ'." , {(J :i ril rF.~ <br /> <br />DCPil'H"'E...r OF r..c l'trFR,c" <br /> <br />tH.."E..1.J 0> R'~L.4""~rrQ'" <br /> <br />STANDARD OESIGNS <br /> <br />GeN€RAL CONCReTe OUTLINe NOTeS <br /> <br />,..., c.~"'.""<!..".".,"o;f)...., ;.-,1J,A'O.!X_.. <br />TO',..".", ....,~!'f . . ".O"'.....u....b..Q'" ,.J/.. <br />c..~r:,,~l>ffAi:>tIJff!~~~~,.o,,~o. _d..!/. . ___ ." <br />, . ,"~. ..~. '''U'' -, <br />DH'~.,., COL<""""O """'L '.. ..... <br /> <br />~ <br /> <br />I <br /> <br />40-0-7006 <br />