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NO.y4y:4:Py4:y4y:4y:y4y:Jy: Py4y:Jy:y4y:y4= Py4=y4y:*F9KF0%[GF9-DEPARTMENT OF TRANSPORTATION$=FBl G4=STATE OF HAWAII!9t=0+hT9A SHEET No.5@@A0+hT5@>OFDG 0+hTDISHEETS%s5"IPs5"I"Is5s5"s5"5Ps5s5"5"%<9B  N:X> >>XhBhB hBhBQFXQF QFXQF:: :::QF :QF);rEaQaQ;:3 INCHES OF ORIGINAL PLAN}::aQaQ}: 0>>aQaQ> 1KBBaQaQKB 2,FyFaQaQ,F 3"<MD) ezez< REDUCED PLAN"g>BaQaQg>4 (HALF SIZE)-9{; ;99{;{;A-99 99999AKGKG KGKG-=E{ G =E G G{=E{=EA- GKG  GKGKG G GA99 99-9;! ;99!;!;A-99 99999AKGKG KGKG-=E G! =E G G!=E!=EA- GKG  GKGKG G GA-=wC! =wCwC!=!=A-={wC =wCwC{={=A-:< :<<::A-<X> <>>XhB >hBhB>>A-hBXQF hBQFQFXhBXhBAQFQF QFQF):;B :;B;:A)EQFB QFEBEQFA+ 4K8 Kgzz+ 4#+ 6QK8 zz+ 17 PPB with Sign$+ 5&7 zz+ 6as Specified on"+ 4(6 zz+ 4 Project Plan'*  *'`**  *`*!@(v(v(@(p(v(!(2(((2((!((((((!q( ) )q(( )"b")k+)AڦK8|AڦK8|H&3gZ$G+/C"((AڦK8|AڦK8|Hy40~"G#w("<)E)AڦK8|AڦK8|H@c$GVhU8"((AڦK8|AڦK8|HZ0"GT" ))AڦK8|AڦK8|HR>)^$Gu_7"I(R(AڦK8|AڦK8|H& "Gt嘪O)O)  O)O)p(p(  p(p(m' *\'( '(!( )(( )(( * ( *0=&O' #z#z0&Curb&'&-&')$@% n$ DETAIL "D"Ԁ*}L)[+}++[L)Y** Y***+ +**+ *+W3DW3  DW3W3#3W3  W3#3#3D#3  #3D#3^p-x/ #z#zbxp-3'-0"O)73 73O):+8 8:++:+ :++:+:+ :+:+++ +++:+ :++33  33g58 8g5fY88U&88b1D֌H1D֌HH^>`GA%&Y88@b1D֌01D֌0Ht^`ldG/S4&88b/DP/DPH3`G-)`!2g5 3g5g52!D23 3D3D22:+2 2:+73~73 ~7373'73[73 [73'73%7373 73%73'4D'4 '4D'4s7:s7 s7:s7::5ss7 :s7s:5D3D4 D4D3V36p5 #z#zVV46"`4E=4FO6 N0('4'4E=4 E=4'44E'4 '4E4`4D=4FO6 N0(oWoWD'44D'4 4D'4'4D=4 D'4=4h34 4h3)3 3)c''  'c'F*[*  [*F*K)n*  n*K)'i'  i'''K)  'K)&m*G* xvaC!.(aC!.(bHj})Gd<C''Sz@~`y`yL''' R''f'f' Rf'f'E'E' RE'E'='' R'='=m'm' Rm'=m'=L'L' RL'=L''' R'''' R'''' R''D'' R'D'D'' R'D'D'' R'D'dM'9'Sz@~`y`yL''' R'''' R'''' R'''' R''w'w' Rw'w'V'V' RV'V''8' R8'''8' R8'''8' R8''1M'1' R1'1M'M'' R'M'M'' R'M'd'vv(Sz@~`y`yL""("(u( Ru("("(u( Ru("("(u( Ru("(("( R"(('"' R"'''"' R"''"m(um( Rum("m("K(uK( RuK("K(")(u)( Ru)(")(n'n"( Rn"(n'L'L"( RL"(L'+'+"( R+"(+'d'/h(Sz@~`y`yL((h( Rh(((h( Rh(((h( Rh(( ( ( R ( ('' R'''' R''^(-^( R-^(^(>(->( R->(>((-( R-((&'&( R&(&''( R(''( R('v9:v9 v9:v9:6v9 :v96x67Fg6 N0(}6 67 96j7 j76F67 6F7x:5s5Fg6 N0(}s:5 :5s5 9:5s5 5s:5:5s5 s:55x`273Fg6 N0(sG73 `273 9`273 `273`273 73`2xO)&*Fg6 N0(sGO) O)&* 9O)&* &*O)O)&* O)&*xL)t&*Fg6 N0(kH[L) L)t&* 9L)[* *[L)[L)t&* [L)t&*x%$''Fg6 N0(>vR>' %$'' 9$'' $''%D'' '%D'e*+A- TL h#z#zh-N,B- #z#z,Top of!*+A, #z#z+ Curb Ramp+_aab@R 6-6-00 TE-69 sht. 5 of 55cAAbcX1AAbX7cAAbcXjV 8=; YMxezezV ,;%V :=; ezezV p:TSS or Push Button V 8EV: ezezV <9Pedestal&X+: b!GҊX\!GҊX\b\HWRmF/;*/-  /-/;*),)  ,));*-  -;*;*,;*  ,;*;*&/):* b,DOlxQ,DOlxQ'tH%;(Gt&X .Ny7 IG! ^HgG! ^Hgb\HWRmF&N* . @'G! ^HgG! ^Hgb\HWRmF&* bqIG! ^HgG! ^Hgb\HWRmF&XJ36 LGV}*GV}*b\HWRmF&:*,- @'GV}*GV}*b\HWRmF&nv! 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(SEE DETAIL "A" FOR%=\DNEW CONSTRUCTION).!JIH=\DJ~ WARP LINES"Jq=\DJ (NO SCORING))LӨL0ӨLAק>Ǩ Ǩ>קnק קn)\`ʩ~ʩ\`~ʩA©m m©)dhԩԩdʩhԩAЩv vЩ )Ъq ܨq ЪܨqAvnx xnvnvګv nvګv`"d#~#JJx\\@ \@\88@ 8@8ȨḼL ȨḼL)\:Ȩ^ Ȩ^Ȩ:\LȨ^A)̭:8^ ̭^̭:8Ḽ^A!ĪFӫ1=\DJĪFӫ=\DĪ{4'-0"vv vvĆ\+\ \\+Ćvv vvĆ8+8 88+ĆLL LL88 88`"L#z,~#JJx88@ 8@8hh@ h@hLL LL)8:^ ^:8L^A):h^ ^:hL^A!; 2=\Dд ; =\DpVARIABLEvv vvĆ8+8 88+Ćvv vvĆh+h hh+ĆLL LLhh hh`",b0~#JJxhh@ h@hDD@ D@DԻLL ԻLL)h:Ի^ Ի^Ի:hLԻ^A):D^ ^:DL^A!νFݾ1=\DVνFݾ=\Dν{4'-0"vv vvĆh+h hh+Ćvv vvĆD+D DD+ĆLL LLDD DD"z=\D (NO SCORING)!]/=\D WARP LINES L L)tX@Xt@A7Pr˼)=\DP.5LIMITS OF REINFORCEMENT. 4" THICK CONCRETE REINFORCED5TCy'=\DTx1WITH 6"X6"-W2.9XW2.9 GALV. 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Curbu!ɶ4C ezezɶ Std. Curbu!/T ezez: Std. 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For driveway constructed in built up areas,? C1 Re YFscoring conforming to scoring at adjacent driveways may be authorized. Fa~ Re NOTES:dd  ddl  0l $ MQ0 ALTERNATE DETAIL"R Re NOT TO SCALE] 0]" ?w Re NOT TO SCALEp tt 0p tt"pM0p SECTION A-AE! :a0 DETAIL "A"% D| Re (NEW CONSTRUCTION)!RvZRe(&>vReSee Alternate Detail*HRefor monolithic construction)RReof curb and driveway apron!%SPZReSRei} of%]Resslab!: .v ZRe:ँ :.Re:D**Slope::8Re:Nvaries!: BRe:X as req'd. BpReBVariable!=u ZRe更!=ReS Std. conc. GRe]drivewayrQRegcurb!R%ZReZ-pRe"4" conc. slab with 6"x6"-W2.9XW2.9/zR!Reȝ%galv. mesh for residential districts.-ReҜ"6" conc. slab with 6"x6"-W2.9XW2.9+ƜReܛmesh for all other districts.X!c`6'ZRec諁.c$6 RecL#* Match width of existing sidewalk1'c1@RecV whenever possible.s-cJRec`!** Breakover and departure anglesl0c`T"Recj' should not exceed 10 degrees or 17%.[  RebE 1"  s sQ Q,/ /,)QQQQA)////A!Pqg/ZReb즁PqgReb:q"X XQ Q s sǨ5 5ǨUX UX)5555A)UUUUA!hG=/ZReb«hG=RebRG"X X4 4٩Q ٩QܪQ ܪQ 2 2),,,A),,,A!lbT/ZRelbTRelj" Reb1"Reb1" /gRe }R="!S/w |ZRebd SĪReb=Driveway#I/Reb3/4" Residential#?^w kReb) ^ 6" All othersl"?w Re NOT TO SCALEtt 0tt!:j0 ELEVATION !õU ZReu RõReٴProperty!ʹRe Line grade:Re:0PdiRdL!.QZReഁ.ReDTop of(8ReNcurb! XZRe- # ReʹStandard conc.!  Re ׳ drop curbC!AXZRe#yAReǴStandard conc.!YwReYѳ drop curbC!ZZRea#xReƴStandard conc.#'Re'г driveway curb. GĶReGڵVariable!.~R(ZReӁ,RReh Curb return type driveway may be/$V\!Rer%permitted for parking areas exceeding0.~f"Re|(100 spaces, fire stations and hospitals." Reո NOT TO SCALEc 0c80PLAN!@ZReҁ) ReProvide keyed joints both*@Resides. (See Detail "A" for%a Re new construction). 6Reb6Sidewalk(K&Reb5&Limits of Reinforcement![W ZRe;ǁ!QiRe Warp lines"[Re (No scoring)!ƾZRex%ƾReܽScore lines to be#4нRespaced equally'ڼRemaximum spacing 4'-0" 6KnReb KVariable!!T ZReb́!!Rebm AccessibleyRRebcroutes"%Rebu 3'-0" Min.*!*X8V ZRebA!*bReb Std. curb! X8Reb and gutter!h6W ZRehwƁ!hReh Warp lines"h6Reh (No scoring)!`3M`ZRe`ȁ&`MRe`cScore lines for full&`3WRe`mwidth paved sidewalkʾ,08AL?`0AL -/gRe-}Variable!DfrZZRe [#:frReStandard conc.#DF|Re driveway curb.!K3yXZReb#A3yReStandard conc.!KKiReK drop curbC!Lt zXZRe c#Bt zReStandard conc.! L Re drop curbC!=tZRe=J)=`Re=Score lines for monolithic(=jGRe=construction of curb and$=t!Re=¼driveway apron.!9ZRe7ʺ)Re6Limits of reinforcement. 4" thick concrete reinforced5ԹV 'Re"1with 6"x6"-W2.9XW2.9 galv. welded wire fabric for9޸g+Re,9residential districts. 6" thick for all other districts., Re6 Surface shall be broom finished.!nۡ SZRen nѢ Ren2% Max.nۡRen)Slopex!#QSZRebq́ #[Reb 2% Max.QRebSlopex,˞@aab@R 05-06-03 TE-69 sht. 5 of 6!TxT nfzfzT҃TfzfzTexist.!TxfzfzT curb face&ë"@nC!GҊX\!GҊX\bH6'Hݓ@u&ël"@FG! ^HgG! ^HgbH6'Hݓ@u&lm yCG! ^HgG! ^HgbH6'Hݓ@u&H:h yEG(GV}*GV}*bH6'Hݓ@u!V nnez<"-nezexist.#pnezV curb & gutter& " yArGV}*GV}*bH6'Hݓ@u&  bqG! ^HgG! ^HgbH6'Hݓ@u&" qk@CG! ^HgG! ^HgbH6'Hݓ@u&a8L" k@D!GҊX\!GҊX\bH6'Hݓ@u  ضض  ضض&V ׶ UX5HߚGV}*GV}*bH6'Hݓ@u!P? Rgezez!8鿃 J? ezez!<F 8.33%Pۿ ezez!սMax.& yFԀA!GҊX\!GҊX\bH6'Hݓ@u&Laʿ ώ:d!GҊX\!GҊX\bH6'Hݓ@ul\l  l\lpj  pj&q @F}F}bH6'Hݓ@u<'N't P'N't<Nt PNtRe8.33%! 1~ Qndzdz<Lʴ ~ dzdz<ҵF3'-0"ܵ1h dzdz<tMin.NرN  NNرر  ر3 "3H "H,FO6 N0(?ZZ^6 6Ƭ Ƭ&ë-"9GV}*GV}*bH6'Hݓ@u&ǯhH"obGV}*GV}*bH6'Hݓ@uZ ZZ ZllZu llZlv l {ϹV Ϲ{V!C T gezezXörɃ!C ezezX$ 8.33% Max. ezezXSlope , {ϹFg6 N0(˟#3˟Ϲ{ǃ  {Ϲ9 {Ϲ  Ϲ{ǃ#{Ϲ Ϲ{#!o T gezezp̃!jo ezez< 5'-0" Min.Tu ezez(typ.) 1i { gezez Ճ!|i ezez|O 6'-0" Min."4F ezez4, 12'-0" Max.)" 1# ezez Flare (typ.)xFg6 N0(ƧƧ҃  9 ҃ xFg6 N0(ƧƧ҃  9 ҃ xl/Fg6 N0(:X:Xl҃ l/ 9l/ /l҃l/ l/xFFg6 N0(:X:X҃ F 9F F҃F F7-- --7-- --7  7L L[ 0[Xy Xye T gezezD d! ezezD d 8.33% Max.=n ezezD dTSlope xXyFg6 N0(d{Xy Xy9Xճy ճXyXzy Xyz`<H< 0`<H<&qɯ078QqE.xz%xE.xz%xH|*%pJ2H%@& A80aeI2E.xz%xE.xz%xH|*%pJ2H%@"Fň eeF Not to Scale&6V0poEr8 Er8 HtG|>H뢇,B0O6 N0(ݽ#B| 0|߾ 0߾)L ezez2See Curb Ramp Note No. 10`  \HH HH!HXHHH HH! :ezez  R12-06-061,\̔FS uFFWΩߔp@@'Fp*J 0J)T̔ ezezSee Curb Ramp Note No. 10`Ωg@@'F*gѪ@@'i*\% -xezezǒ25%$ ezez +The slope of the ramp shall take precedence3y\% ezezא-over the length. If the max. slope cannot be2E\$ ezez,met, the length of the ramp does not have to# ezezo exceed 12 ft.ti | gezez Ճ!|i ezez|O 6'-0" Min.#F ezez, 12'-0" Max.**" 1# ezez Flare (typ.)\@@***ճ@@ճL***4̻ { gezez\)҃!II̻ ezez\)e 6'-0" Min." ezez\)˶ 12'-0" Max.)"4 ezez\)P Flare (typ.)T @@iL****    Ë@@/***D@@B**      @@**?ө@@ѩ**cToTD???? p@ l@ l@p@p@p@pp@p@p@p@p@p@V@$@F8cTsLxjcTeR????{Gz?333333??333333?'% +F?8*cTD3Y@??$@f@???V@  p@p@p@p@A????@???p@p@p@p@p@p@p@cTxT´3TnDL@L@L@L@((@j@(@(@(@(@??p@?? ??4  / IZRe4ᒃ=4// Re4EBFor extension to existing driveway, scoring and finish shall matchA4 93 Re4OIexisting scoring and finish. For driveway constructed in built up areas,?4 C1 Re4YFscoring conforming to scoring at adjacent driveways may be authorized.4q/ Re4E1. ڏ IZRe = ڏ/ Re BFor extension to existing driveway, scoring and finish shall matchA 3 Re Iexisting scoring and finish. For driveway constructed in built up areas,? 1 Re Fscoring conforming to scoring at adjacent driveways may be authorized.4ڏ Re42. Uڏ 0ZRe 4 ڏ& Re 0This detail is only one method for providing ADA4 U& Re 0access. See references listed in Curb Ramp Note) 5 Re No. for other methods.i ڏ AZRe 8 ڏ* Re 8This detail is only one method for providing ADA access.= / Re ASee references listed in Curb Ramp Note No. for other methods. 0 ڏ CZRe 8 ڏ* Re 8This detail is only one method for providing ADA access.> 0 Re CSee references listed in Curb Ramp Note No. for other methods.cToTD???? p@ l@ l@p@p@p@pp@p@p@p@p@p@V@$@F8cTsLxjcTeR????{Gz?333333??333333?'% +F?8*cTD3Y@??$@f@???V@  p@p@p@p@A????@???p@p@p@p@p@p@p@cTxT´3TnDL@L@L@L@((@j@(@(@(@(@??p@?? ?? vڏ NZRe 8 ڏ* Re 8This detail is only one method for providing ADA access.C v5 Re NSee references listed in Curb Ramp and Sidewalk Note No. 21 for other methods. wڏ EZRe 8 ڏ* Re 8This detail is only one method for providing ADA access.? w1 Re ESee references listed in Curb Ramp and Sidewalk Note No. 21 for other   Re methods./_<ו! ezez%See Curb Ramp and Sidewalk Note No. 9*݌Y% 7xezezǒ6%( ezez 4The slope of the ramp shall take precedence over the6y^( ezezא3length of the ramp. If the maximum slope cannot bee8EY* ezez7met within a 12 feet length, then the slope of the ramp7H) ezezo6shall be set when the length of the ramp is set at the$݌U ezez;maximum 12 feet.ш 7wdzdzQ57E' dzdz2The Clearance shall be increased to 6'-0" or wider8|* dzdzb7at areas with high pedestrian traffic or as directed by/шI! dzdz/&the Engineer or as shown on the plans.!0 5wdzdz7) dzdz5The Clearance shall be increased to 6'-0" or wider at6cZی( dzdz4areas with high pedestrian traffic or as directed by/0! dzdz&the Engineer or as shown on the plans.0݌;% 7xezezǒ6%( ezez 4The slope of the ramp shall take precedence over the6y( ezezא3length of the ramp. If the maximum slope of a rampe7E() ezez5cannot be met within a 12 feet length, then the slope8;* ezezo7of the ramp shall be set when the length of the ramp is*݌U ezez;set at the maximum 12 feet.e/݌% 5xezezǒ6%( ezez 4The slope of the ramp shall take precedence over the6y( ezezא3length of the ramp. If the maximum slope of a rampe7E() ezez5cannot be met within a 12 feet length, then the slope6( ezezo4of the ramp shall be set when the length of the ramp+݌DU ezez;is set at the maximum 12 feet.!_ !8xezez6_( ezezE4The slope of the ramp shall take precedence over the6+( ezez3length of the ramp. If the maximum slope of a rampe8* ezezݐ8cannot be met within a length of 12 feet, then the slope6KÐ( ezez4of the ramp shall be set when the length of the ramp- ezezu!is set at the maximum of 12 feet.  ڏ ;ZRe 8 ڏ* Re 8This detail is only one method for providing ADA access.6 ( Re 3Other methods can be used. These methods are shownc: , Re ;in references listed in Curb Ramp and Sidewalk Note No. 21. ڏ 8ZRe 8 ڏ* Re 8This detail is only one method for providing ADA access.7 ) Re 6Other methods can be used. These methods are shown in8 * Re 8references listed in Curb Ramp and Sidewalk Note No. 21.! +ڏ 9ZRe 8 ڏ* Re 8This detail is only one method for providing ADA access.7 ) Re 6Other methods can be used. 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T!T!""3""3 ""3""3q"<q"< q"<q"<"N"N "N"N#i#i #i#i $r $r  $r $r$$ $$S%S% S%S%%% %%&& &&&& &&;';' ;';''' ''( ( ( ( (( ((P)$P)$ P)$P)$*?*? *?*?m*Im*I m*Im*I*[*[ *[*[+v+v +v+v,, ,,,, ,,P-P- P-P--- --.. .... ..7/7/ 7/7/// //00 000!0! 0!0!L12L12 L12L122L2L 2L2Lh2Wh2W h2Wh2W33 3344 44~4~4 ~4~4L5L5 L5L555 5566 6666 663737 373777 77}8$}8$ }8$}8$8.8. 8.8.G9?G9? 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For driveway constructed in built up areas,?S -C1 ReSYFscoring conforming to scoring at adjacent driveways may be authorized.SF~ ReSNOTES:dd  dd4@ 04@$5M@05ALTERNATE DETAIL"R" Re NOT TO SCALE^$ 0^$"6?;w Re6 NOT TO SCALE5t=t 05t=t"M.$0 SECTION A-AE!16:<016 DETAIL "A"%5D =| Re5(NEW CONSTRUCTION)Rv9ZRe(&>-vReSee Alternate Detail*HaRefor monolithic construction)RReof curb and driveway aprona%]SP:ZRe]SRei} of%.]Resslab 1.v; ZReँ .ReD**Slope:\8ReNvaries! 1BReX as req'd.  p #Re Variable_^=u< ZRe_更!_^=Re_S Std. conc. _GRe_]driveway_QRe_gcurb%!,=%ZRe%!Z-%!pK,Re%!"4" conc. slab with 6"x6"-W2.9XW2.9/%!z,!Re%!ȝ%galv. mesh for residential districts.-%!K,Re%!Ҝ"6" conc. slab with 6"x6"-W2.9XW2.9+%!:*ƜRe%!ܛmesh for all other districts.X 6>'ZRe諁.k6 ReL#* Match width of existing sidewalk1'x@ReV whenever possible.s-JRe`!** Breakover and departure anglesl0 T"Rej' should not exceed 10 degrees or 17%.6 7Reb7 1" #;!= #;!=:!= :!=<Q< <Q<<,</ </<,)<<Q<Q<Q<<QA)</<</</<</A@;q<g/?ZReb3<즁;q<gReb<q"<7= <7=<Q< <<Q#;!= #;!=:!= :!=<Ǩ<5 <5<Ǩ<U<X <U<X)<5<<5<5<<5A)<<U<U<U<<UA@;G<=/@ZRebK<«;G<=Reb<G"<7= <7=<<4 <4<:٩:Q :٩:Q^:ܪ^:Q ^:ܪ^:QZ;; Z;;y89 9y8):Z;,Z;,Z;:Z;,A)9^:,9,9^:9,A@89T/AZRe.989TRe8j"=:> Reb=1"=:>Reb=1"@7/8gRe@7}R="0/3|BZReb,2d 01ĪReb1Driveway#1/2Rebz2/4" Residential#2^3kRebp3^ 6" All othersl" )?-w Re ) NOT TO SCALE't.t 0't.t!O(:.0O( ELEVATION fJõUC ZReu õReٴProperty!JʹRe Line grade**Re*0P**iR*Lb;3=.QDZRe;ഁ;3=.Re;DTop of;o<8Re;Ncurbi37XEZRet5#37Re3ʹStandard conc.!37Re3׳ drop curbCi$XFZRe/"#y$ReǴStandard conc.! #Re ѳ drop curbCkO).ZGZRe+#O)x.ReO)ƴStandard conc.#n)-Ren)г driveway curb. *-ĶRe*ڵVariable).$RH(ZRe)Ӂ,)(#RRe)h Curb return type driveway may be/)$$\!Re)r%permitted for parking areas exceeding0).$f"Re)|(100 spaces, fire stations and hospitals." )- Re )ո NOT TO SCALE) - 0) -*,80*PLAN/8IZRe/ҁ)/%8Re/Provide keyed joints both*/8Re/sides. (See Detail "A" for%/5Re/ new construction). :66<Reb;6Sidewalk(?&@Reb|@&Limits of Reinforcementhd9[2=WJ ZRed9;ǁ!d9Q<Red9 Warp lines"d9[2=Red9 (No scoring)'ƾKZRex%bƾReܽScore lines to be#{нRespaced equally''ڼRemaximum spacing 4'-0" }KRebgKVariablee!TL ZReb́!!Reb AccessibleRRebroutes" %Reb 3'-0" Min.*gq8VM ZReb!qReb[ Std. curb!g8RebQ and gutterh}WN ZRewƁ!Re Warp lines"}Re (No scoring)qz"M`OZReȁ&!MRecScore lines for full&z"WRemwidth paved sidewalk(ʾs)0(8AL()`0(AL t*/,gRet*}Variablek(D-rZPZReT+[#(:-rRe(Standard conc.#)D-|Re) driveway curb.iKz$yXQZRe!"b#Az$yReStandard conc.! K#Re drop curbCi 3L7zXRZReb5c# 3B7zRe 3Standard conc.!3L6Re3 drop curbC9tASZRe9J)9`ARe9Score lines for monolithic(9jARe9construction of curb and$9th>Re9¼driveway apron.b0AT9ZReb07b0ʺA)Reb06Limits of reinforcement. 4" thick concrete reinforced5b0Թ@ 'Reb0"1with 6"x6"-W2.9XW2.9 galv. welded wire fabric for9b0޸A+Reb0,9residential districts. 6" thick for all other districts.,b0: Reb06 Surface shall be broom finished.d%ۡ3( SUZRe% %Ѣ3( Re%2% Max.%ۡL'Re%)Slopexdj/1SVZReb/́ j/0RebT02% Max.`01RebJ1Slopexex)TW nfzfz҃fzfzexist.!x)fzfz curb face& >"@nC!GҊX\!GҊX\bVH2  'Hݓ@u& "@FG! ^HgG! ^HgbVH2  'Hݓ@u&m yCG! ^HgG! ^HgbVH2  'Hݓ@u&h yEG(GV}*GV}*bVH2  'Hݓ@ugOFVX nnezO<O"tnezOexist.#OFpnezOV curb & gutter&S " yArGV}*GV}*bVH2  'Hݓ@u&`  bqG! ^HgG! ^HgbVH2  'Hݓ@u&" qk@CG! ^HgG! ^HgbVH2  'Hݓ@u&L" k@D!GҊX\!GҊX\bVH2  'Hݓ@uc? RYgezez!鿃 ? ezez!F 8.33%,ۿ ezez!սMax.&>/ yFԀA!GҊX\!GҊX\bVH2  'Hݓ@u&Lʿ ώ:d!GҊX\!GҊX\bVH2  'Hݓ@u&  @F}F}bVH2  'Hݓ@u<nNnt PnNnt<"N"t P"N"tRe8.33%bP1Y~ QZndzdz<ʴP~ dzdz<F3'-0"#1Yh dzdz<tMin.)ر)  ))ر.ر.  ..ر3 "3H "H``+FO6 N0(?ZZ^+}+ }+`+Ƭ +`Ƭ& ]-"9GV}*GV}*bVH2  'Hݓ@u&h"obGV}*GV}*bVH2  'Hݓ@u%/ /% e*fE T[ gezezX(Ƀ!*WfE ezezXG9 8.33% Max. ezezX3Slope x*/Fg6 N0(˟#3˟/ǃ */9*/B *B/ǃD/ /DeO T\ gezez̃!Oj ezez 5'-0" Min.+u ezez(typ.)71-- -1-7a a y y eC T] gezezD d! ezezD d* 8.33% Max.Cn ezezD dSlope xyFg6 N0(d{y y9ճy ճyy y<< 0<<&ɯ_078QqE.xz%xE.xz%x^Hdtk 2H%@&RA0aeI2E.xz%xE.xz%x^Hdtk 2H%@"0ňa5ee0 Not to Scale&}V0poEr8 Er8 mHU`k>H뢇`F0O6 N0(ݽ#B| 0|& 0&m\H"H H"H!""H3HHH HH!P-: 2ezezP- R08-25-031ԓe@@'e* 0-@@'*8-@@'*^\@@*** @@iLq***K+@@**<K+@@**K+@@**{/ Re{E1.{ڏ Re{2.3(7) 03(7)/T̔! ezez%See Curb Ramp and Sidewalk Note No. 9ш ^5wdzdzQ77) dzdz5The Clearance shall be increased to 6'-0" or wider at6|( dzdzb4areas with high pedestrian traffic or as directed by/шI! dzdz/&the Engineer or as shown on the plans.2݌% !_8xezezǒ6%( ezez 4The slope of the ramp shall take precedence over the6y( ezezא3length of the ramp. If the maximum slope of a rampe8E* ezez8cannot be met within a length of 12 feet, then the slope6"( ezezo4of the ramp shall be set when the length of the ramp-݌U ezez;!is set at the maximum of 12 feet. Sr)ڏ `9ZReS8S(ڏ* ReS8This detail is only one method for providing ADA access.7SE)) ReS6Other methods can be used. These methods are shown in9Sr)+ ReS9references listed in Curb Ramp and Sidewalk Note No. 21 .m3m  m3m~3~  ~3~3  3l3l  l3l33l  3l33  333m  3m333T  3T333Y  3Y33mk8m  3mk8mk8m;>m  k8m;>m3~k8~  3~k8~k8~;>~  k8~;>~3lk8l  3lk8lk8l;>l  k8l;>l3k8  3k8k8;>  k8;>3k8  3k8k8;>  k8;>  !sj  !sj ezez3'-0")S&m ezezS(typ.)d1\ض  d1\ض֬  ֬.S RjEGV}*GV}*bVH2  'Hݓ@uQwfr  rO  O fj  fjQ3'.\ yFG$/G`;H#/G`;H#bVH2  'Hݓ@uQ@.\0 2!Sم/G`;H#/G`;H#bVH2  'Hݓ@uQb?xFg6 N0(["[҃ 9 ҃ x\|Fg6 N0(|E|\σ \|9\- -\σ\| \|x\ Fg6 N0(gEg\σ \ 9\   \σ\ \!I ezez\) 6'-0" Min." ezez\) 12'-0" Max.)"j ezez\) Flare (typ.)x0nFg6 N0(ˀk|ˀ0ȃ 0n90+ +0ȃ0n 0n77J  7J7BV+V  +VBV9/  9/&.AV X)h=Cߴ9XW=Cߴ98TH&Ȯ!H&'GH&*J6VXb=B:)؃=B:)@1HV!~  >V!~7-!  7-!! *O  ! *O;>  ;>9d|=  9d|=8j9j  8j9jL9jL9,  L9jL9,&K9+9d QcCٙcCٙHhH+@9p&ƞ6D D H Ha 0T**Y  **Y,@>aab@R 08-25-03 TE-69 sht. 5 of 8 7  7Q6i7Y CuE CEuQT\#Җ5$b\: g5wdzdz܊7‰:) dzdz 5The Clearance shall be increased to 6'-0" or wider at6Z( dzdz4areas with high pedestrian traffic or as directed by/\Ԉ! dzdz&the Engineer or as shown on the plans. h5wdzdz47) dzdzx5The Clearance shall be increased to 6'-0" or wider at6Z_( dzdzE4areas with high pedestrian traffic or as directed by/,! dzdz&the Engineer or as shown on the plans.,?DxFFAD@@B**@@**?ө@@ѩ**?JD*xFFA:JD*@@B**J*@@**?Jө*@@ѩ**,?JD*xFFA:D@@B#**@@#**?ө@@ѩ#**@@#**3% dzdzx-If Roadway Slope >2% Conform to Roadway Slope!` {i1ndzdz5' dzdz1If Roadway Slope >2% Conform to Roadway Slope and2`؈$ dzdz+File Technical Infeasibility (TI) Statementp#ňeeDate: XX, 20XX+ڞaabR12-06-06 TE-XX sht. 6 of 95#'aab؞1td1/usr2/traffic/std/curbramp/rampe-r12-06-06.dgn