zE P@@=P  ҽ@@&;" ҽ@@&;" ҽ@@&;"9^Hfvbs@@$=@~xr @@;.#u&+@@p>p[@@@@@v '"@@@;oj>4D@0Ee|QvWm5@@ z~~~~_`` L @@@ BVHCM@R-M@R-M@R-M@R-M@R-M@R-M@R-M@R-@?:\usr2\jm\mats.cel4@B4@BDD@@'% JRARYVIEWSERSEdn2UUUUdͯU빹(}iUU2#A-UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUU/usr/ip32/mstation/color.tbl 빹n2UUUUd#2dn22#dn2UUUUdͯU빹(}iUU2#UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUU/usr2/mgr/custm/color.tbl YGJܱ00H2@@ >I[8_0n[pbHPT_DD_IGDS:FONTLIB. )*2Z[\]^~BVH@@@@A HCHHHHHHHH HHHHH@@@@@@@_K JB,K"r?#q@BCCd BaS3SVjH`H`BG9cTsLB9+cTD3Y@??$@f@???V@  p@p@p@p@A????@???p@p@p@p@p@p@p@yGNTw@@O= .4`N=hEFDDJyGJTw@@O= .e}N=hEUIDDJBcToT????p@ AAp@p@p@@p@p@@p@p@p@V@$@BykcTeR????{Gz????'% J?BcTxT W~eF [`(ZeFF% UQNAb# SURVEY PLOTTED BY  NAb DRAWN BY# NAbi QUANTITIES BY!e -NAb CHECKED BY#x# #x# KK KK@ @" " rY NAb'rORIGINAL H NAbPLAN!4% NAb4 NOTE BOOKm5NAbNo.UNAb#DATEL LKHK KHKH Ho>o o>o> >#8# #8#*PjA:bP"PpjA:bCP"NPjA:bP"PjA:biP"tP(jA:bP"v v WnW WnW%lTllTT} e @} e !! !! ! wNAbE TRACED BY"C NAb DESIGNED BYuu uuoL@ooLdd%o@oooIm ImnnW nnWM MImn ImnKntT~e  KntT~eU  UImYxe ImYxeW W\YHm\Y \YHm\Y~Hm~ ~Hm~W WCC CCCTCW CTCW 99 99KUKU KUKUTW TWTW TW9T9W 9T9WKUTKUW KUTKUW!VR)ZS  NAVS FED. ROADfWPYQ  NAfWQHAWAIIn[P]Q  NAn[!QHAW.[R\jS  NA[RSTATE!^RajS  NA^R PROJ. NO.cReS  NAcSFISCALd?ReS  NAdqRYEARfRhS  NAfSSHEETg?RhS  NAgqRNO.iRkS  NAiSTOTALiFRlS  NAixRSHEETSwVQlQ wVQlQZPZT ZPZT]P] T ]P] T_cP_c T _cP_c TfPf T fPf TXiPXi T XiPXi T!)WBRY S  NA)WtR DIST. NO.wVPVQPwVQwVPVPwVPlP PwVPlPwVPwVT PwVTwVP*D[Ih0%[GD[=DEPARTMENT OF TRANSPORTATION$_Dd| G4_STATE OF HAWAII![r_0+hT[Q SHEET No.3b >c0+hT3bNOFfi0+hTfYSHEETS%qW2kPqW2k2kqWqW2qW2WPqWqW2W2%^Id  N:^vHIGHWAYS DIVISIONAAAbXsAAbsX5sAAbsXcTpM ?/ ?9DMd(? d?@`@?tQ@EB[@@tQ@ Ԃ?0@-C6*?@|a6@  ???333333?333333?333333???/*!aabr%td1/usr2/traffic/std/curbrampnote.dgn! !ll> R 11-06-00c&z+&,  yyc&+1."&P'&(  yy"&'2.$&&   yy$&4.,%-j0l/ %$.SIDEWALK NOTES:Ԁ&&  yy&5."<=  yy<7. '?@  yy ?6.6I8  yy178.,OQQ SPCURB RAMP NOTES:ԀJK  yytJ2.GH  yyoG3. DE  yy jD4.TBE vKjyyT%EBT DE4 yyTjDKA 2% maximum cross slope shall be maintained in the direction of pedestrian TB]D yyTECtraffic.T5AI8 yLjyyT7BT6AI84 yyT17LSubject to field conditions, the Engineer shall determine the final location#T5R$7 yyT 6of curb ramps. 3D5  yy ,49.! #  yy!12.H  yy13.C  yy14.>  yy15.[   yy 16.%M&N  yy%yM17.%[I&J  yy%I19.%{G&H  yy%G20.x'VFkMH 1Njyyx'HCx'{GkMH5 yyx'GNSurface of sidewalks and curb ramps shall be firm, stable, and slip-resistant.Bx'VF@KG4 yyx'FKThis includes the surfaces of pullboxes, valve covers, manhole covers, etc.n%l>&?  yy%>23.W ik 0W ik ``<0ee`R1qdd70eeqdM6WG ikG 0WG ikG /]- ~e- 0/]- ~e- Yh 0YhX9i9 0X9i9` av 0yy`^ XX`a 0yy`XX`a0yy`pXXdf$$dU00&c_jeecDate: Oct. 16, 20000TEH KjyyT*H@TGnH2 yyToGHTo ensure constructability, spot elevations shall be used in the design.BTEbG4 yyTJFKBenchmarks and horizontal ties shall be provided for construction stakeout.T(1 # GjyyT"@T! #2 yyT!GWhere necessary, existing pullboxes, handholes, manholes, etc. shall be?Tr 1!1 yyT Eadjusted to match curb ramp grade. Adjustments shall not be paid forb?TMy 1 yyTFseparately but shall be considered incidental to the various curb ramp-T( yyT!items unless indicated otherwise.d%9&:  yy%{924.T>7@ FjyyT@@?T'?7@1 yyT?FCurb ramps shall be installed at 90^ to the sidewalk or to the maximum,T>x? yyT`> extent feasible, in alterations.T &GjyyT\@TC2 yyTGCurb ramps and sidewalks shall be designed and constructed to eliminate0T " yyT|'ponding to the maximum extent feasible.n%B& D  yy%B22.!&&#&$  yy!&#3.%vD&E  yy%D21.@x'vDJE2 yyx'DGBed course material is required for curb ramps, sidewalks, and gutters.,daabER 10-16-00 TE-00 sht. 1 of 6'T8= MjyyT;=@T"<4=2 yyTx'P'H(0 yyx''DNarrow sidewalks (3'-0" min. width, excluding curb) may prohibit theBx'+& J'4 yyx'&Linstallation of any sign posts, utility poles, fire hydrants, traffic signal3x'%<|&% yyx'd%-standards, light poles, etc. in the sidewalk.,x' [I$ tDjyyx'?$>x'&#[I$0 yyx'#DPassing spaces along new sidewalks with 5' clear width or less shall>x'"VIw#0 yyx'_"Dbe provided at maximum 200' intervals as required by ADA guidelines.>x' HR"0 yyx':!CThe passing area shall be a minimum 5' wide by 5' long as feasible..x'hH Kjyyx'Bx'H4 yyx'KIf possible, install utility poles, fire hydrants, light poles, sign posts,:x'hC, yyx'<pullboxes, etc. off of sidewalk but within the right-of-way.$&&  yy$&6.>x'MJHN0 yyx'yMCConstruction joints are required to join curb ramps with sidewalks.HMN  yyHyM1.THK  EjyyT/K?TJK1 yyTtJEA site specific detail that meets American with Disabilites Act (ADA)1TH gJ# yyTOI)requirements shall be shown on the plans.n5,-  yy,10.T#J $JjyyTaATHJ3 yyTJTransitions from ramps to gutters and roadways shall be flush. If needed,<T# . yyT?a lip with a maximum vertical change in level of " is allowed. x'L@ K D lKjyyx'CBx'B K D4 yyx'BKPrior to construction, all plans and specifications shall be submitted (for>x'qA%JB0 yyx'ACreview) to DCAB to ensure conformance with the ADAAG as well as anyt=x'L@GA/ yyx'@Bsupplemental design specifications established or adopted by DCAB.x':*L? 2Jjyyx'?@x'l>J?2 yyx'>HIf a curb ramp is not constructed according to the plans, the Contractor?x'G=I>1 yyx'=Fshall reconstruct the curb ramp at no cost to the State. ConstructionAx'"<*L=3 yyx'aJ2 yyx'Hmounted to meet the current American with Disabilities Act Accessibility;x'E- yyx'w>Guidelines (ADAAG) and will be subject to Engineer's approval.*3X Bk Pâ3X CURB RAMP AND SIDEWALK NOTESAx'[I]KJ3 yyx'IIAll curb ramps shall be reinforced with 6x6 W1.4/W1.4 welded wire fabric.`T;` (LjyyTW@T>R2 yyTHThe pedestrian push button shall meet operational and reach requirements@TA2 yyTwGof the American with Disabilities Act Accessibility Guidelines (ADAAG):s@T`j2 yyTRH a) Forward Reach. The maximum height for forward reach shall be 48".=TE/ yyT-B b) Side Reach. The maximum height for side reach shall be 54".AT 3 yyTJ c) Operation. Controls and operating mechanisms shall be operable withBT94 yyTL one hand and shall not require tight grasping, pinching, or twisting ofBT`4 yyTL the wrist. The force required to activate controls shall be no greater$T; yyT than 5 lbf.kx'd3H: ZTFjyyx'6:1x'9::# yyx'{9)Additional information is available from:A?x'7Hn91 yyx'V8F a) American with Disabilities Act Accessibility Guidelines (ADAAG),/x'6:I8! yyx'17& September 1998, The Access Board.;x'5E$7- yyx' 6> b) Accessible Rights-of-Way: A Design Guide, November 1999,'x'425 yyx'4 The Access Board.=x'd3G4/ yyx'3A c) Designing Sidewalks and Trails for Access, July 1999, FHWA.ATKN tAjyyT4N=TMN/ yyTyMAThese details are intended as curb ramp guidelines for design and #TK#lM yyTTL construction. T.D5 LjyyT4AT3D53 yyT,4JPrior to construction, if a curb ramp cannot be designed according to DOT,AT243 yyT3IHighways Division curb ramp guidelines, either a "Technically Infeasible",BT124 yyT1Lform (for existing construction) or a "Structurally Impracticable" form (for@T_012 yyT0Hnew construction) shall be filled-out and submitted to the DOT, HighwaysAT:/03 yyT/IDivision for signature which will then be submitted to the Disability andf-T. / yyTs."Communication Access Board (DCAB).T|&- LjyyTN-BT5,-4 yyT,LThe maximum slopes of adjoining gutters or road surface immediately fronting?T+,1 yyTn+Fthe curb ramp shall not exceed 5% for Type A and D ramps and 8.33% for=T)aa+/ yyTI*BType B, C, and E ramps. The counterslope may be exceeded when theBT(<*4 yyT$)Lchange of grade does not exceed 13% (11% preferred) over a distance of 2 ft.AT'0)3 yyT'JExceeding the 13% (11% preferred) change in grade will cause a person in a4T|&'& yyT&/wheelchair to tip forward and/or fall backward.d,EeB [`(ZeFF=%9 QNAbϴ SURVEY PLOTTED BY Ǵ NAb] DRAWN BY# GNAb QUANTITIES BY! ٷNAb CHECKED BYϴxϴ ϴxϴaa aa @ @" " =r NAbӴrORIGINALH NAbMPLAN!4% NAbW4 NOTE BOOKNAbNo.9NAbϴDATEaLa aaLH HH H> >> >ϴ8ϴ ϴ8ϴִPjA:b]P"hPjA:bP"PjA:bP"PBjA:bP" PԷjA:bP"v v W[5W W[5W%Gg3TGg3g3TGTG)  @)  ͵͵ ͵͵ ![ #NAb TRACED BY" NAb DESIGNED BY!! !!L@LGùdGdGù%3@333 3[5[5W [5[5Ww w3[5 3[54tTEe  4tTEe/  /3Y1?e 3Y1?e= =>\Y3\Y >\Y3\Y>~3~ >~3~W W TW TWGG GG  GTGW GTGWGTGW GTGWTW TWTW TW!R S  NAS FED. ROADP@ Q  NAQHAWAII"P#Q  NA"!QHAW.!R#jS  NA!RSTATE!%R(jS  NA%R PROJ. NO.*R,S  NA*SFISCAL*?RY,S  NA*qRYEAR-R/S  NA-SSHEET+.?R5/S  NA+.qRNO.0R2S  NA0STOTALv0FR2S  NAv0xRSHEETS#Qg3Q #Qg3Qa!Pa!T a!Pa!T.$P.$ T .$P.$ T *P * T  *P * T+-P+- T +-P+- T0P0 T 0P0 T!BR S  NAtR DIST. NO.#PQP#Q#PP#Pg3P P#Pg3P#P#T P#T#P*!.0%[G!=DEPARTMENT OF TRANSPORTATION$%*| G4%STATE OF HAWAII!!&0+hT!Q SHEET No.( )0+hT(NOFM-e00+hTM-YSHEETS%22P222222P22%+%I+  N:+%vHIGHWAYS DIVISIONȴAAAb^XĴsAAbZsXsAAbwsX/=i*!aab%td1/usr2/traffic/std/curbrampnote.dgn!= ll=> R 12-06-06   yyk7.  yyp6.w  yy_2.r  yyZ3.m  yyU4.ͼҦZm vKjyyͼBͼZm4 yyͼUKA 2% maximum cross slope shall be maintained in the direction of pedestrian ͼҦH yyͼ0traffic.4  yy8.v  yyv11.5  yy512.3  yy313.6y5{  yy6z14.,u w  yy,u15.6s+u  yy6t16.ͼr+u NjyyͼtCͼs+u5 yyͼtNSurface of sidewalks and curb ramps shall be firm, stable, and slip-resistant.Bͼrt4 yyͼrKThis includes the surfaces of pullboxes, valve covers, manhole covers, etc.n 2 0 2 ;'e'<0ee;'R1+{+70ee+M9G 2G 0G 2G #- *,- 0#- *,- q |/ 0q |/9i09 09i09n' (v 0yyn'^ XXn'( 0yyn'XXn'(0yyn'pXXy+-$$y+U00&X*_1eeX*Date: Oct. 16, 20000ͼשxr Kjyyͼ@ͼr2 yyͼZHTo ensure constructability, spot elevations shall be used in the design.BͼשxM4 yyͼ5KBenchmarks and horizontal ties shall be provided for construction stakeout.p"r  yy q24.ͼ Fjyyͼ+?ͼ1 yyͼpFCurb ramps shall be installed at 90^ to the sidewalk or to the maximum,ͼc yyͼK extent feasible, in alterations.uqw  yyYv23.yvz  yy^y22.,<naabR 08-25-03 TE-00 sht. 1 of 9'ͼD Mjyyͼ&@ͼ 2 yyͼkHAt intersections for new construction, curb ramps for each crosswalk areCͼD^5 yyͼFMpreferred and shall be in line and into the crosswalk. However, for existingAͼÝ*93 yyͼ!Isites, a single curb ramp (diagonal curb ramp) serving two crosswalks cant:ͼ}, yyͼ<be approved if the design detail is acceptable by the State.ͼg Gjyyͼ@ͼ2 yyͼGAll pullboxes shall be installed away from the curb ramp and within the7ͼgk݋) yyͼŊ5sidewalk/unpaved area to the maximum extent feasible.aͼuwa5{ Kjyyͼz@ͼyv5{2 yyͼzHThere shall be a 30"x48" level ground surface (2% max. cross slope, bothBͼxaz4 yyͼxKdirections) for a forward or side approach, as appropriate, to a pedestrian"ͼuwtx yyͼw push button.wh  yywP5.6ͼh( yyͼP3Design slopes of flares and ramps shall be labeled.3  yy310.>ͼu w0 yyͼuCConstruction joints are required to join curb ramps with sidewalks.|  yyd1.ͼܬw Ejyyͼ?ͼw1 yyͼ_EA site specific detail that meets American with Disabilites Act (ADA)1ͼܬR# yyͼ:)requirements shall be shown on the plans.n* 1 Pâ CURB RAMP AND SIDEWALK NOTESͼ4 LjyyͼכAͼ43 yyͼJPrior to construction, if a curb ramp cannot be designed according to DOT,Aͼ(3 yyͼIHighways Division curb ramp guidelines, either a "Technically Infeasible",BͼtR4 yyͼҘLform (for existing construction) or a "Structurally Impracticable" form (for@ͼO6Ř2 yyͼHnew construction) shall be filled-out and submitted to the DOT, HighwaysAͼ*3 yyͼIDivision for signature which will then be submitted to the Disability andf-ͼl{ yyͼc"Communication Access Board (DCAB).ͼl Ljyyͼ>Bͼ%4 yyͼLThe maximum slopes of adjoining gutters or road surface immediately fronting?ͼkv1 yyͼ^Fthe curb ramp shall not exceed 5% for Type A and D ramps and 8.33% for=ͼېQ/ yyͼ9BType B, C, and E ramps. The counterslope may be exceeded when theBͼ_,4 yyͼLchange of grade does not exceed 13% (11% preferred) over a distance of 2 ft.Aͼ3 yyͼJExceeding the 13% (11% preferred) change in grade will cause a person in a4ͼl6& yyͼʍ/wheelchair to tip forward and/or fall backward.dyGyH  yyyaG3.zJ~K  yyzfJ2.-$$%  yy-$10.pp!  yypX 11.-:  yy-13.0Z  yy014.!GJ4I  yy!H20.&0  yy&15.@ǿ02 yyǿGBed course material is required for curb ramps, sidewalks, and gutters./  yy/x12.9ǿ+ yyǿx:Unless otherwise noted, new gutters are required as shown.>ǿp!0 yyǿX CConstruction joints are required to join curb ramps with sidewalks. MN  yykM1.Aǿ:3 yyǿIAll curb ramps shall be reinforced with 6x6 W1.4/W1.4 welded wire fabric.`%  yy9.;ͼ- yyͼ>Transitions from ramps to gutters and roadways shall be flush.ͼ {Fjyyͼ?ͼ1 yyͼFCurb ramps and sidewalks shall be designed to eliminate ponding to the(ͼ yyͼmaximum extent feasible.|,X.  yy|@-9.|CtE  yy|\D4.q@oB  yyqWA5.|; =  yy|<6.9@;  yy(:7.y6;8  yyy#78.coBJC  yycB21.i "r Gj}vyq1pF"r# }vy q)Additional information is available from:e>op0 }vyoCa) American with Disabilities Act Accessibility Guidelines (ADAAG),H.bnao  }vyn$ September 1998, The Access Board.:=mn, }vym;b) Accessible Rights-of-Way: A Design Guide, November 1999,(&lm }vyvl The Access Board.?j il1 }vyQkFc) Designing Sidewalks and Trails for Access, Part 1, July 1999, FHWA.@i Dk2 }vy,jGd) Designing Sidewalks and Trails for Access, Part 2, Sept. 2001, FHWA.93β~# 3<)CURB RAMP AND SIDEWALK DESIGN GUIDELINES:Ԁ3-O#P -nOCURB RAMP AND SIDEWALK NOTES:Ԁ3p&r  yy3q17.ͼfnK&r MKjyyͼqBͼpK&r4 yyͼqKAll sidewalks shall provide a minimum clear width of 3'-0" (excluding curb)Bͼo"q4 yyͼoKfor pedestrian circulation. If this cannot be met, a minimum 32-inch clear3ͼfno% yyͼn-width is allowed for a distance of 24-inches.e*lm  yy*l18.~  yy܅19.ͼGuidelines (ADAAG) and will be subject to Engineer's approval.Y P?jyy<~. yy܅?For new construction, the minimum sidewalk width shall be 5'-0"8YIυ* yy7(excluding curb). The cross slope shall not exceed 2%.bT SDjyy>y0 yyׂDIf possible, install utility poles, fire hydrants, light poles, sign>Tʂ0 yyCposts, pullboxes, etc. off of sidewalk but within the right-of-way.nGz{ 6TAjyy<t. yy?Objects protruding from utility poles and walls adjacent to the=O~{/ yy~Asidewalks (i.e. wall mounted fire hydrants, telephones, meters on<*}~. yy}?poles, etc.) shall be mounted to meet the current American witho;|m{}- yyc|=Disabilities Act Accessibility Guidelines (ADAAG) and will bet,z3V| yy>{subject to Engineer's approval.Gwvz ok>jyyz;yvz- yy^y>Bed course material is required for curb ramps, sidewalks, and wQy yy9xgutters.r qw <jyyw:uqw, yyYv<Prior to construction, all plans and specifications shall be9tbLv+ yy4u9submitted (for review) to DCAB to ensure conformance with :s 'u, yyt;the ADAAG as well as any supplemental design specificationse,rt yyrestablished or adopted by DCAB.m!ǿEyH zCjyyǿH>ǿGyH0 yyǿaGCSubject to field conditions, the Engineer shall determine the final(ǿETG yyǿǿ,X.0 yyǿ@-CThe maximum slopes of adjoining gutters or road surface immediately=ǿ+s3-/ yyǿ,Afronting the curb ramp shall not exceed 5% for Type A and D rampsl;ǿ*,- yyǿ*=and 8.33% for Type B, C, and E ramps. The counterslope may bea?ǿs)*1 yyǿ)Eexceeded when the change of grade does not exceed 13% (11% preferred)?ǿN()1 yyǿ(Eover a distance of 2 ft. Exceeding the 13% (11% preferred) change in>ǿ)'(0 yyǿ'Dgrade will cause a person in a wheelchair to tip forward and/or fall!ǿ&Kz' yyǿb& backward.lǿ!Y% Ejyyǿ=%>ǿ$$%0 yyǿ$CThere shall be a 30"x48" level ground surface (2% max. cross slope,?ǿ"Yu$1 yyǿ]#Eboth directions) for a forward or side approach, as appropriate, to a(ǿ!P# yyǿ8"pedestrian push button.fǿ Ijyyǿs>ǿZO0 yyǿDSurface of sidewalks and curb ramps shall be firm, stable, and slip-Aǿ53 yyǿIresistant. This includes the surfaces of pullboxes, valve covers, manhole"ǿ yyǿn covers, etc.ǿT eEjyyǿi?ǿPT1 yyǿEAll sidewalks shall provide a minimum clear width of 3'-0" (excluding>ǿ+J0 yyǿCcurb) for pedestrian circulation. If this cannot be met, a minimumn:ǿS|, yyǿd;32-inch clear width is allowed for a distance of 24-inches. ǿ  fDjyyǿ?>ǿ&0 yyǿDPassing spaces along new sidewalks with 5' clear width or less shall>ǿw0 yyǿ_Dbe provided at maximum 200' intervals as required by ADA guidelines.>ǿ R0 yyǿ:CThe passing area shall be a minimum 5' wide by 5' long as feasible..!OD4I HjyyH@G4I2 yyHHIf a curb ramp is not constructed according to the plans, the Contractor?F H1 yyFFshall reconstruct the curb ramp at no cost to the State. Construction>tE F0 yyECtolerance for Portland Cement Concrete shall be based on inch peri8ODE* yyD710 ft. (`0.2%). Remedial measures will not be accepted.n;ǿ; =- yyǿ<>Transitions from ramps to gutters and roadways shall be flush.ͼ| JjyyͼAͼ|3 yyͼdIThese typical details are intended as curb ramp guidelines for design and.AͼW3 yyͼ?Jconstruction. Applicable details shall be included on construction plans.!ǿKN x Ejyyǿ&N?ǿ MN1 yyǿkMEThese typical details are intended as curb ramp guidelines for design%ǿK^M yyǿFLand construction.a!ǿH~K v@jyyǿ!K<ǿJ~K. yyǿfJ@A 2% maximum cross slope shall be maintained in the direction of&ǿHvYJ yyǿAIpedestrian traffic.s!ǿBtE GjyyǿE@ǿCtE2 yyǿ\DGAll pullboxes shall be installed away from the curb ramp and within the7ǿBeOD) yyǿ7C5sidewalk/unpaved area to the maximum extent feasible.a!ǿ=oB GjyyǿB@ǿ@oB2 yyǿWAGWhere necessary, existing pullboxes, handholes, manholes, etc. shall be?ǿ?JA1 yyǿ2@Eadjusted to match curb ramp grade. Adjustments shall not be paid forb?ǿ>%@1 yyǿ ?Fseparately but shall be considered incidental to the various curb ramp-ǿ=? yyǿ=!items unless indicated otherwise.d!ǿ8-@; }Ejyyǿ:?ǿ9-@;1 yyǿ(:ECurb ramps and sidewalks shall be constructed to eliminate ponding to*ǿ8: yyǿ9the maximum extent feasible.!ǿ.;8  Jjyyǿ7@ǿ6;82 yyǿ#7HThe pedestrian push button shall meet operational and reach requirements@ǿ572 yyǿ5Gof the American with Disabilities Act Accessibility Guidelines (ADAAG):s?ǿ{4J51 yyǿ4Ea) Forward Reach. The maximum height for forward reach shall be 48".)<ǿV3q4. yyǿ3?b) Side Reach. The maximum height for side reach shall be 54".e@ǿ1232 yyǿ2Gc) Operation. Controls and operating mechanisms shall be operable withsAǿ 123 yyǿj1J one hand and shall not require tight grasping, pinching, or twisting ofAǿ/]13 yyǿE0J the wrist. The force required to activate controls shall be no greater#ǿ.M80 yyǿ / than 5 lbf.!;CC -GjyyC1oB=C# yyB)Additional information is available from:e9JA]B+ yyA:a) American with Disabilities Act Accessibility Guidelines0%@A" yy@( (ADAAG), Jan. 1998, The Access Board.8?Pv@* yy^?7b) Accessible Rights-of-Way: A Design Guide, Nov. 1999,n&=aQ? yy9> The Access Board.?<u,>1 yy=Fc) Designing Sidewalks and Trails for Access, Part 1, July 1999, FHWA.@;C=2 yy;Gd) Designing Sidewalks and Trails for Access, Part 2, Sept. 2001, FHWA.!G LezezG2 R12-06-061B3TnDL@L@L@L@((@j@(@(@(@(@??p@?? ?? seF [`(ZeFF% QNAb SURVEY PLOTTED BY kNAb9 DRAWN BY#[ #NAb QUANTITIES BY! NAb CHECKED BYx x== == e@e e@e" " r NAbrORIGINAL[H NAb)PLAN!4e% NAb34 NOTE BOOKNAbNo.NAbDATE=L= ==LH HeHe eHe> >> >8 8PfjA:b9P"DPjA:bP"PjA:b]P"jPjA:bP"PjA:bP"v v W7qW W7qW%#CoT#CoCoT#T# @   !7 NAb TRACED BY" NAba DESIGNED BY {L@{L#d#d#%@o o7q7qW 7q7qWS So7q o7qptTse  ptTse   oY {e oY {e \Yo\Y \Yo\Y~o~ ~o~W W TW TW#!#! #!#!{<{< {<{<WW WW#!T#!W #!T#!W#!T#!W #!T#!W{<T{<W {<T{<WWTWW WTWW!}YR\S  NA}YS FED. ROADYP\Q  NAYQHAWAII]P_Q  NA]!QHAW.]R_jS  NA]RSTATE!|aRmdjS  NA|aR PROJ. NO.wfRhS  NAwfSFISCALf?R5hS  NAfqRYEARpiRakS  NApiSSHEETj?RkS  NAjqRNO.}lRsnS  NA}lSTOTALRlFRnS  NARlxRSHEETSXQCoQ XQCoQ=]P=]T =]P=]T `P ` T  `P ` TePe T ePe TiPi T iPi TkPk T kPk T!YBRr\ S  NAYtR DIST. NO.XP|YQPXQXP|YPXPCoP PXPCoPXPXT PXTXP*]j0%[G]=DEPARTMENT OF TRANSPORTATION$af| G4aSTATE OF HAWAII!]a0+hT]Q SHEET No.d e0+hTdNOF)iAl0+hT)iYSHEETS%Y2{nPY2{n2{nYY2Y2vZPYY2vZ2%aI^g  N:avHIGHWAYS DIVISIONlAAAb:XshAAb6sXsAAbSsX/E*!aab%td1/usr2/traffic/std/curbrampnote.dgn! r'll? R 08-25-03c   yyck7.^  yy^p6.\w  yy\_2.[r  yy[Z3.^m  yy^U4.Ҧ6m v|KjyyB6m4 yyUKA 2% maximum cross slope shall be maintained in the direction of pedestrian ҦH yy0traffic.[4  yy[8.R  yyR11.  yy12.  yy13.y5{  yyz14.u w  yyu15.s+u  yyt16.r+u }NjyytCs+u5 yytNSurface of sidewalks and curb ramps shall be firm, stable, and slip-resistant.Brqt4 yyrKThis includes the surfaces of pullboxes, valve covers, manhole covers, etc.n|Z m 0|Z m cAc<0eecR1fYg70eefM8|ZG mG 0|ZG mG _- h- 0_- h- M\Xk 0M\Xkk[9El9 0k[9El9Jc dv 0yyJc^ XXJcd 0yyJcXXJcd0yyJcpXXUg]i$$UgU00&4f_tmee4fDate: Oct. 16, 20000שTr ~Kjyy@r2 yyZHTo ensure constructability, spot elevations shall be used in the design.BשTM4 yy5KBenchmarks and horizontal ties shall be provided for construction stakeout.!p""r  yy! q24. Fjyy+?1 yypFCurb ramps shall be installed at 90^ to the sidewalk or to the maximum,c yyK extent feasible, in alterations.!u"qw  yy!Yv23.!y"vz  yy!^y22.,paabR 08-25-03 TE-00 sht. 1 of 8'  Mjyy&@ 2 yykHAt intersections for new construction, curb ramps for each crosswalk areC ^5 yyFMpreferred and shall be in line and into the crosswalk. However, for existingAÝ93 yy!Isites, a single curb ramp (diagonal curb ramp) serving two crosswalks cant:Y, yy<be approved if the design detail is acceptable by the State.g Gjyy@2 yyGAll pullboxes shall be installed away from the curb ramp and within the7gG݋) yyŊ5sidewalk/unpaved area to the maximum extent feasible.auw=5{ Kjyyz@yR5{2 yyzHThere shall be a 30"x48" level ground surface (2% max. cross slope, bothBx=z4 yyxKdirections) for a forward or side approach, as appropriate, to a pedestrian"uwPx yyw push button.Sh  yySP5.6h( yyP3Design slopes of flares and ramps shall be labeled.  yy10.>u{ w0 yyuCConstruction joints are required to join curb ramps with sidewalks.|  yyd1.ܬw Ejyy?w1 yy_EA site specific detail that meets American with Disabilites Act (ADA)1ܬ R# yy:)requirements shall be shown on the plans.n*Z m PâZ CURB RAMP AND SIDEWALK NOTESj4 LjyyכAj43 yyJPrior to construction, if a curb ramp cannot be designed according to DOT,A3 yyIHighways Division curb ramp guidelines, either a "Technically Infeasible",Bt.4 yyҘLform (for existing construction) or a "Structurally Impracticable" form (for@OŘ2 yyHnew construction) shall be filled-out and submitted to the DOT, HighwaysA*3 yyIDivision for signature which will then be submitted to the Disability andf-H { yyc"Communication Access Board (DCAB).l Ljyy>B%4 yyLThe maximum slopes of adjoining gutters or road surface immediately fronting?Gv1 yy^Fthe curb ramp shall not exceed 5% for Type A and D ramps and 8.33% for=ېQ/ yy9BType B, C, and E ramps. The counterslope may be exceeded when theB;,4 yyLchange of grade does not exceed 13% (11% preferred) over a distance of 2 ft.A3 yyJExceeding the 13% (11% preferred) change in grade will cause a person in a4l& yyʍ/wheelchair to tip forward and/or fall backward.dUGyH  yyUaG3.VJ~K  yyVfJ2. $$%  yy $10.Lp!  yyLX 11. :  yy 13. Z  yy 14.%G&'4I  yy%H20.0  yy15.@02 yyGBed course material is required for curb ramps, sidewalks, and gutters.   yy x12.9+ yyx:Unless otherwise noted, new gutters are required as shown.>up!0 yyX CConstruction joints are required to join curb ramps with sidewalks. MN  yykM1.A:3 yyIAll curb ramps shall be reinforced with 6x6 W1.4/W1.4 welded wire fabric.`^%  yy^9.;- yy>Transitions from ramps to gutters and roadways shall be flush. {Fjyy?1 yyFCurb ramps and sidewalks shall be designed to eliminate ponding to the(u yymaximum extent feasible.X,X.  yyX@-9.XCtE  yyX\D4.M@oB  yyMWA5.X; =  yyX<6.]9@;  yy](:7.U6;8  yyU#78.?&oB&'C  yy?&B21.l#iE"r Gj}vyl#q1l#p"6"r# }vyl# q)Additional information is available from:e>l#o_Bp0 }vyl#oCa) American with Disabilities Act Accessibility Guidelines (ADAAG),H.l#bn=5o  }vyl#n$ September 1998, The Access Board.:l#=m}?n, }vyl#m;b) Accessible Rights-of-Way: A Design Guide, November 1999,(&l#l-m }vyl#vl The Access Board.?l#jDil1 }vyl#QkFc) Designing Sidewalks and Trails for Access, Part 1, July 1999, FHWA.@l#iEDk2 }vyl#,jGd) Designing Sidewalks and Trails for Access, Part 2, Sept. 2001, FHWA.9βZ# <)CURB RAMP AND SIDEWALK DESIGN GUIDELINES:Ԁ3 OP  nOCURB RAMP AND SIDEWALK NOTES:Ԁp&r  yyq17.fn'&r KjyyqBp'&r4 yyqKAll sidewalks shall provide a minimum clear width of 3'-0" (excluding curb)Boq4 yyoKfor pedestrian circulation. If this cannot be met, a minimum 32-inch clear3fnso% yyn-width is allowed for a distance of 24-inches.elm  yyl18.!~"  yy!܅19.Guidelines (ADAAG) and will be subject to Engineer's approval.l#YB ?jyyl#<l#~B. yyl#܅?For new construction, the minimum sidewalk width shall be 5'-0"8l#Y%>υ* yyl#7(excluding curb). The cross slope shall not exceed 2%.bl#TB Djyyl#>l#yA0 yyl#ׂDIf possible, install utility poles, fire hydrants, light poles, sign>l#TBʂ0 yyl#Cposts, pullboxes, etc. off of sidewalk but within the right-of-way.nGl#zWB 6Ajyyl#<l#tA. yyl#?Objects protruding from utility poles and walls adjacent to the=l#O~WB/ yyl#~Asidewalks (i.e. wall mounted fire hydrants, telephones, meters on<l#*}A~. yyl#}?poles, etc.) shall be mounted to meet the current American witho;l#|I@{}- yyl#c|=Disabilities Act Accessibility Guidelines (ADAAG) and will bet,l#z2V| yyl#>{subject to Engineer's approval.Gl#wwBvz o>jyyl#z;l#ywBvz- yyl#^y>Bed course material is required for curb ramps, sidewalks, and l#w&Qy yyl#9xgutters.l#r@qw <jyyl#w:l#u?qw, yyl#Yv<Prior to construction, all plans and specifications shall be9l#t>@Lv+ yyl#4u9submitted (for review) to DCAB to ensure conformance with :l#s@'u, yyl#t;the ADAAG as well as any supplemental design specificationse,l#r2t yyl#restablished or adopted by DCAB.mEyH zCjyyH>GyH0 yyaGCSubject to field conditions, the Engineer shall determine the final(ETG yy,X.0 yy@-CThe maximum slopes of adjoining gutters or road surface immediately=+O3-/ yy,Afronting the curb ramp shall not exceed 5% for Type A and D rampsl;*,- yy*=and 8.33% for Type B, C, and E ramps. The counterslope may bea?s)*1 yy)Eexceeded when the change of grade does not exceed 13% (11% preferred)?N(~)1 yy(Eover a distance of 2 ft. Exceeding the 13% (11% preferred) change in>)'{(0 yy'Dgrade will cause a person in a wheelchair to tip forward and/or fall!&'z' yyb& backward.l!5% Ejyy=%>$$%0 yy$CThere shall be a 30"x48" level ground surface (2% max. cross slope,?"5u$1 yy]#Eboth directions) for a forward or side approach, as appropriate, to a(!P# yy8"pedestrian push button.f Ijyys>Z+0 yyDSurface of sidewalks and curb ramps shall be firm, stable, and slip-A53 yyIresistant. This includes the surfaces of pullboxes, valve covers, manhole" yyn covers, etc.0 Ejyyi?P01 yyEAll sidewalks shall provide a minimum clear width of 3'-0" (excluding>+&0 yyCcurb) for pedestrian circulation. If this cannot be met, a minimumn:/|, yyd;32-inch clear width is allowed for a distance of 24-inches.   Djyy?>&0 yyDPassing spaces along new sidewalks with 5' clear width or less shall>w0 yy_Dbe provided at maximum 200' intervals as required by ADA guidelines.> R0 yy:CThe passing area shall be a minimum 5' wide by 5' long as feasible..'ODbK4I Hjyy'H@'GbK4I2 yy'HHIf a curb ramp is not constructed according to the plans, the Contractor?'FIH1 yy'FFshall reconstruct the curb ramp at no cost to the State. Construction>'tEIF0 yy'ECtolerance for Portland Cement Concrete shall be based on inch peri8'ODAE* yy'D710 ft. (`0.2%). Remedial measures will not be accepted.n;; =- yy<>Transitions from ramps to gutters and roadways shall be flush.| JjyyA|3 yydIThese typical details are intended as curb ramp guidelines for design and.AgW3 yy?Jconstruction. Applicable details shall be included on construction plans.KN xEjyy&N? MN1 yykMEThese typical details are intended as curb ramp guidelines for design%K^M yyFLand construction.aH~K v@jyy!K<J~K. yyfJ@A 2% maximum cross slope shall be maintained in the direction of&HRYJ yyAIpedestrian traffic.sBtE GjyyE@CtE2 yy\DGAll pullboxes shall be installed away from the curb ramp and within the7BAOD) yy7C5sidewalk/unpaved area to the maximum extent feasible.a=oB GjyyB@@boB2 yyWAGWhere necessary, existing pullboxes, handholes, manholes, etc. shall be??JA1 yy2@Eadjusted to match curb ramp grade. Adjustments shall not be paid forb?>%@1 yy ?Fseparately but shall be considered incidental to the various curb ramp-=k ? yy=!items unless indicated otherwise.d8 @; }Ejyy:?9 @;1 yy(:ECurb ramps and sidewalks shall be constructed to eliminate ponding to*8_ : yy9the maximum extent feasible..;8 Jjyy7@6;82 yy#7HThe pedestrian push button shall meet operational and reach requirements@572 yy5Gof the American with Disabilities Act Accessibility Guidelines (ADAAG):s?{4&51 yy4Ea) Forward Reach. The maximum height for forward reach shall be 48".)<V3M4. yy3?b) Side Reach. The maximum height for side reach shall be 54".e@12w32 yy2Gc) Operation. Controls and operating mechanisms shall be operable withsA 123 yyj1J one hand and shall not require tight grasping, pinching, or twisting ofA/c]13 yyE0J the wrist. The force required to activate controls shall be no greater#.)80 yy / than 5 lbf.';KC Gjyy'C1'oB;C# yy'B)Additional information is available from:e9'JA9CB+ yy'A:a) American with Disabilities Act Accessibility Guidelines0'%@;A" yy'@( (ADAAG), Jan. 1998, The Access Board.8'?,Bv@* yy'^?7b) Accessible Rights-of-Way: A Design Guide, Nov. 1999,n&'==2Q? yy'9> The Access Board.?'<QJ,>1 yy'=Fc) Designing Sidewalks and Trails for Access, Part 1, July 1999, FHWA.@';K=2 yy';Gd) Designing Sidewalks and Trails for Access, Part 2, Sept. 2001, FHWA.!#X\Lezez#X2 R08-25-031!ǿ*IX. Hjyyǿ->ǿ,X.0 yyǿ@-CThe maximum slopes of adjoining gutters or road surface immediately@ǿ+I2-2 yyǿ,Hfronting the curb ramp shall not exceed 5% for Type A, D and Combination2ǿ* ,$ yyǿ*+ramps and 8.33% for Type B, C, and E ramps.fJ$j-*9<b FF-(-*  yy-)10.p$&  yyp$11.- C"  yy-+!13.0c   yy0K14.&9  yy&!15.@ǿ92 yyǿ!GBed course material is required for curb ramps, sidewalks, and gutters./"#$  yy/ #12.9ǿ"#$+ yyǿ #:Unless otherwise noted, new gutters are required as shown.>ǿ$&0 yyǿ$CConstruction joints are required to join curb ramps with sidewalks.Aǿ C"3 yyǿ+!IAll curb ramps shall be reinforced with 6x6 W1.4/W1.4 welded wire fabric.`' Y  yy'A16.- /  yy-17.$   yy$18.!ǿj gKjyyǿBǿ4 yyǿKIf possible, install utility poles, fire hydrants, light poles, sign posts,:ǿj, yyǿ<pullboxes, etc. off of sidewalk but within the right-of-way.!ǿm&Y-* Ejyyǿ)>ǿ(-*0 yyǿ)CThere shall be a 30"x48" level ground surface (2% max. cross slope,?ǿ'Y)1 yyǿ'Eboth directions) for a forward or side approach, as appropriate, to a(ǿm&' yyǿ&pedestrian push button.f!ǿc  Ijyyǿ >ǿOc 0 yyǿKDSurface of sidewalks and curb ramps shall be firm, stable, and slip-Aǿ>3 yyǿ&Iresistant. This includes the surfaces of pullboxes, valve covers, manhole"ǿ yyǿ covers, etc.!ǿTY eEjyyǿ?ǿTY1 yyǿAEAll sidewalks shall provide a minimum clear width of 3'-0" (excluding>ǿJ40 yyǿCcurb) for pedestrian circulation. If this cannot be met, a minimumn:ǿS, yyǿ;32-inch clear width is allowed for a distance of 24-inches. !ǿo/ fDjyyǿ>ǿ/0 yyǿDPassing spaces along new sidewalks with 5' clear width or less shall>ǿ 0 yyǿDbe provided at maximum 200' intervals as required by ADA guidelines.>ǿo0 yyǿCThe passing area shall be a minimum 5' wide by 5' long as feasible..,$j-*9<b FF-(-*  yy-)10.p$&  yyp$11.- C"  yy-+!13.0c   yy0K14.&9  yy&!15.@ǿ92 yyǿ!GBed course material is required for curb ramps, sidewalks, and gutters./"#$  yy/ #12.9ǿ"#$+ yyǿ #:Unless otherwise noted, new gutters are required as shown.>ǿ$&0 yyǿ$CConstruction joints are required to join curb ramps with sidewalks.Aǿ C"3 yyǿ+!IAll curb ramps shall be reinforced with 6x6 W1.4/W1.4 welded wire fabric.`' Y  yy'A16.- /  yy-17.$   yy$18.!ǿj gKjyyǿBǿ4 yyǿKIf possible, install utility poles, fire hydrants, light poles, sign posts,:ǿj, yyǿ<pullboxes, etc. off of sidewalk but within the right-of-way.!ǿm&Y-* Ejyyǿ)>ǿ(-*0 yyǿ)CThere shall be a 30"x48" level ground surface (2% max. cross slope,?ǿ'Y)1 yyǿ'Eboth directions) for a forward or side approach, as appropriate, to a(ǿm&' yyǿ&pedestrian push button.f!ǿc  Ijyyǿ >ǿOc 0 yyǿKDSurface of sidewalks and curb ramps shall be firm, stable, and slip-Aǿ>3 yyǿ&Iresistant. This includes the surfaces of pullboxes, valve covers, manhole"ǿ yyǿ covers, etc.!ǿTY eEjyyǿ?ǿTY1 yyǿAEAll sidewalks shall provide a minimum clear width of 3'-0" (excluding>ǿJ40 yyǿCcurb) for pedestrian circulation. If this cannot be met, a minimumn:ǿS, yyǿ;32-inch clear width is allowed for a distance of 24-inches. !ǿo/ fDjyyǿ>ǿ/0 yyǿDPassing spaces along new sidewalks with 5' clear width or less shall>ǿ 0 yyǿDbe provided at maximum 200' intervals as required by ADA guidelines.>ǿo0 yyǿCThe passing area shall be a minimum 5' wide by 5' long as feasible..+2<aab2R12-06-06 TE-XX sht. 1 of 99 wlb 0blwQ;T#*_0ee*Date: XX, 20XX6=i1(aab4td1/usr2/traffic/std/curbramp/rampnote-r12-06-06.dgnB. cTpM ?/ ?9DMd(? d?@`@?tQ@EB[@@tQ@ Ԃ?0@-C6*?@|a6@  ???333333?333333?333333???