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J/&(opJwJopDžJᣅwDžJ Q J/J/&(glylygȅlyᣅȅly Q?8-6 6̌([lyƅ[ᣅȅly QC ! 6 |(666ƅᧅ6ʅ Q11M |(rrɅrƅɅrʅ QM |,ssȅsɅȅsɅy Q/$&,ssQ5ȅsʅQ5ȅsɅy Qr,u.&,ssȅsɅȅsʅy QI &,ssȅsʅȅsʅy QB &srMA(sirMȅsʅMɅrʅi Qɐ&(sriɅrʅiȅsɅ Q&(ssMȅsɅȅsʅM Q9&,Q5ʅQ5ᨅɅy Qr,u.&,Ʌᨅʅy QE &,ʅᨅʅy QB &6WjMA(6iWjMWjʅMᧅ6ʅi QƬ1&(6Wji6ʅiᨅWjɅ Qm1ƞ&(WjWjMWjɅᨅWjʅM Q9ƞƬ&(6ii6ʅiᶅʅi Q1 1 |(iriʅiɅrʅi Q7 |,1J1JJ1DžJḅ1JDžJy Qn`{ J/;I/&,1JJJDžJḅ1JDžJy QT I/;I/&,1JJbJ1JDžJḅbDžJy Qű;I/H/&,bJh{Jh{DžJḅbDžJy Qo= H/H/&1[JA(o[JDžJḅoƅ[ QQ(J/$!&(1[oJoƅ[ḅ1DžJ Q3$!{ J/&(1JJ1DžJḅDžJ Q{ J/(J/&(o[olyoƅ[ḅoȅly QC$!$6 |,1g1Jg1…gḅ1J…gy Qb`{ ; &,1Jgg…gḅ1J…gy QT ; &,1Jgbg1J…gḅb…gy Qű; ֹ &,bgh{gh{…gḅb…gy Qo= ֹ &1gA(og…gḅoÅ QM'( $&(1gooÅḅ1…g Q${ &(1gg1…gḅ…g Q{ ( &(o9ooÅḅo9 Qտ$$& |,fn]WtfŅWtᰅ]Ņny Q۫&,] ^CZnCZŅ ^ᰅ]Ņny Qq &,]0iU*n]ŅnᰅU*Ņ0iy Q8&,U*cLB0iLBŅcᰅU*Ņ0iy QW &(:ą:ᰅDž Q " { |2-4\lhdd- SECTION A-AEԀ eRM( E E^7 E^7ᬅ E݅ Qe++(,^7 E^7 E^7ᧅ,^7 Q+++(,,^7,^7ᧅ,݅ Qe++(, E,݅ᬅ E݅ Q+++ |, E^7NeAe(, Ee,݅ᬅ E݅ Q+++ |( E E^7e E݅ᬅ E^7 Qe++(,^7 E^7e E^7ᧅ,^7 Q+++(,,^7e,^7ᧅ,݅ Qe++(l^7L^7l^7ᣅL^7 Q++(LL^7L^7ᣅL݅ Qe++(l^7L^7L^7ចl^7 Q++(ll^7l^7ចl݅ Qe++(lLl݅ᣅL݅ Q++ |lL^7NeAe(lLel݅ᣅL݅ Q++ |(LL^7eL݅ᣅL^7 Qe++(l^7L^7eL^7ចl^7 Q++(ll^7el^7ចl݅ Qe++(^7l^7^7ᵅl^7 Q%++(ll^7l^7ᵅl݅ Qe++(^7l^7l^7ᰅ^7 Q%++(^7^7ᰅ݅ Qe++(l݅ᵅl݅ Q%++ |l^7NeAe(le݅ᵅl݅ Q%++ |(ll^7el݅ᵅl^7 Qe++(^7l^7el^7ᰅ^7 Q%++(^7e^7ᰅ݅ Qe++(^7^7^7ᾅ^7 Q$++(^7^7ᾅ݅ Qe++(^7^7^7ẅ^7 Q$++(^7^7ẅ݅ Qe++(݅ᾅ݅ Q$++ |^7NeAe(e݅ᾅ݅ Q$++ |(^7e݅ᾅ^7 Qe++(^7^7e^7ẅ^7 Q$++(^7e^7ẅ݅ Qe++(l(^7L^7Ål(^7DžL^7 Q$++(LL^7DžL^7DžL݅ Qe++(l(^7L^7DžL^7Ål(^7 Q$++(l(l(^7Ål(^7Ål(݅ Qe++(l(LÅl(݅DžL݅ Q$++ |l(L^7NeAe(l(LeÅl(݅DžL݅ Q$++ |(LL^7eDžL݅DžL^7 Qe++(l(^7L^7eDžL^7Ål(^7 Q$++(l(l(^7eÅl(^7Ål(݅ Qe++(,P^7 ^7̅,P^7Ѕ ^7 Q<++(  ^7Ѕ ^7Ѕ ݅ Qe++(,P^7 ^7Ѕ ^7̅,P^7 Q<++(,P,P^7̅,P^7̅,P݅ Qe++(,P ̅,P݅Ѕ ݅ Q<++ |,P ^7NeAe(,P e̅,P݅Ѕ ݅ Q<++ |(  ^7eЅ ݅Ѕ ^7 Qe++(,P^7 ^7eЅ ^7̅,P^7 Q<++(,P,P^7e̅,P^7̅,P݅ Qe++<68s\"0wK=^ H@YwK=^ H@YL~Vfy!mr> Q0Xg > 8Z68s\NeAe(6[r[eɅrƅ[ᧅ6ƅ[ Q$!1!6N`<68s\"e0wK=^ H@YwK=^ H@YL~Vfy!mr> Q0Xg > 8Z(r[r[eɅrƅ[Ʌrƅ[ QbB!!6N`52>wwA(52>w[wŅ[ᯅ5ą2> Q#&&(52>w5ą2>ᯅŅw Qg&([wwŅwᰅwŅ[ QZg&&(52>r5ą2>ᰅrDž Q): | '_@?5c.c._PM-12 'u,gLFFPM-12P 1z;#rprpzPAVEMENT MARKING STANDARD6v\&8 ddv蹅ARUMBLE STRIP DETAILSԀeR 'yDZ5c.c.yDPM-12 'jugLFFjPM-12P 'xDYK c.c.xD%PM-12 '^s??#c.c.^鹅/PM-126xMPF ddxՅRUMBLE STRIP DETAILIԀ eRMBcToT????E @ @$@@@@@@@@w+A@@@V@@@+BF8cTsL?BxjcTeR????{Gz?333333??333333?'%t?B8*cTD3???$@f@???V@  @@@@A????@???@@@@@@@BcTxTeRBOAcTxD9@?? ?>B3TnDj@j@j@j@($@j@$@$@$@$@??@?? ??4Z&L@KL@KEDGE OF TRAVELED WAY (EDGELINE)DgSI7=6L@KL@K?D=150 FOR ALL SHOULDERS LESS THAN 1.8 WIDE WITH NO GUARDRAIL. *%Ė?(% NL@KL@Kڅ,\7dĖ)L@KL@Kڅ%ONLY USE RUMBLE STRIP WITH GUARDRAIL 5t'L@KL@Kڅ腬#"IF PROPER OFFSET CAN BE MADE FROM 4%$&L@KL@Kڅ\`TRAVEL WAY. (SEE "D" DIMENSION)O&li0WL@KL@Kąۅh175"'В9yL@KL@K›IO镰>ƅKF300 Rw)c9EL@KL@KcɅ 175 (12),ĶbL@KL@K912 MIN. 15 MAX.lPSkJ8<A> NL@KL@KԅPSԅ#BPS[Nϯ84L@KL@KԅPSԅ;RUMBLE STRIPS SHALL NOT ENCROACH INTO EXISTING MAINTENANCE BPS 4ku4L@KL@KԅPSӅ;FACILITY DRIVEWAYS, SERVICE AREA RAMPS, MAINTENANCE MEDIAN =PS</L@KL@KԅPSӅS2CROSSOVERS, OR ACCELERATION OR DECELERATION LANES.%PSk/L@KL@KԅPS҅? @PSAk{+2L@KL@KԅPSх{8WHERE AT-GRADE BRIDGES ARE PRESENT, RUMBLE STRIPS SHALL ?PS}d+h1L@KL@KԅPSЅc5END/BEGIN 6.0 BEYOND THE EXISTING BRIDGE DECK JOINTS.L%PS{/ۤL@KL@KԅPSυ CPS+J5L@KL@KԅPSυ1>RUMBLE STRIPS SHALL BE CONSTRUCTED ON ALL BREAKDOWN LANES AND >PS3z+;0L@KL@KԅPS΅sn3MEDIAN SHOULDERS UNLESS OTHERWISE SPECIFIED HEREIN. %PSp/ZL@KL@KԅPSͅ# CPS;5L@KL@KԅPS̅=RUMBLE STRIPS SHALL NOT BE MILLED ON ANY PAVEMENT MARKINGS. *PSMKL@KL@KԅPS̅$ REPLACEMENT APS&̮3L@KL@KԅPS˅3a:OF PAVEMENT MARKINGS SHALL BE AT THE CONTRACTOR'S EXPENSE.%PSKc/ML@KL@KԅPSʅ CPS}[5L@KL@KԅPSɅ=RUMBLE STRIPS SHALL HAVE A FINISHED DIMENSION OF 175 (12 mm) ?PS 1L@KL@KԅPSɅC6WIDE IN THE DIRECTION OF TRAVEL AND HAVE A MINIMUM OF BPS[4L@KL@KԅPSȅS;400 LONG MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL.m%PS V/k@L@KL@KԅPSDž BPS7}4L@KL@KԅPSƅS;THE DEPRESSIONS SHALL HAVE A CONCAVE CIRCULAR SHAPE WITH A m@PSk˹2L@KL@KԅPSƅ 8MINIMUM 12 mm DEPTH AT THE CENTER (15 mm MAXIMUM DEPTH).)8=A NL@KL@K҅ԅ#%[N8L@KL@K҅ԅ1.% kuL@KL@K҅Ӆ %L@KL@K҅ӅS %kL@KL@K҅҅? %A{+L@KL@K҅х{2.%}+hL@KL@K҅Ѕc %{ۤL@KL@K҅υ %+L@KL@K҅υ13.%3;L@KL@K҅΅sn %pZL@KL@K҅ͅ# %;L@KL@K҅̅4.%KL@KL@K҅̅$ %&L@KL@K҅˅3a %KcML@KL@K҅ʅ %[L@KL@K҅Ʌ5.% L@KL@K҅ɅC %[L@KL@K҅ȅS % Vk@L@KL@K҅Dž %}L@KL@K҅ƅS6.9E80+L@KL@Kp)D=750 mm FOR ALL SHOULDERS 1.8 m OR WIDERRGgS=9L@KL@KED=150 mm FOR ALL SHOULDERS LESS THAN 1.8 mm WIDE WITH NO GUARDRAIL. *)PSkY8<A@ NL@KL@KԅPSԅ#BPS[Nϯ84L@KL@KԅPSԅ;RUMBLE STRIPS SHALL NOT ENCROACH INTO EXISTING MAINTENANCE BPS 4ku4L@KL@KԅPSӅ;FACILITY DRIVEWAYS, SERVICE AREA RAMPS, MAINTENANCE MEDIAN =PS</L@KL@KԅPSӅS2CROSSOVERS, OR ACCELERATION OR DECELERATION LANES.%PSk/L@KL@KԅPS҅? @PSAk{+2L@KL@KԅPSх{8WHERE AT-GRADE BRIDGES ARE PRESENT, RUMBLE STRIPS SHALL @PS}z+h2L@KL@KԅPSЅc7END/BEGIN 6.0 m BEYOND THE EXISTING BRIDGE DECK JOINTS. %PS{/ۤL@KL@KԅPSυ CPS+J5L@KL@KԅPSυ1>RUMBLE STRIPS SHALL BE CONSTRUCTED ON ALL BREAKDOWN LANES AND >PS3z+;0L@KL@KԅPS΅sn3MEDIAN SHOULDERS UNLESS OTHERWISE SPECIFIED HEREIN. %PSp/ZL@KL@KԅPSͅ# CPS;5L@KL@KԅPS̅=RUMBLE STRIPS SHALL NOT BE MILLED ON ANY PAVEMENT MARKINGS. =PSIK/L@KL@KԅPS̅$1REPLACEMENT OF PAVEMENT MARKINGS SHALL BE AT THE /PS&?!L@KL@KԅPS˅3aCONTRACTOR'S EXPENSE.N%PSKc/ML@KL@KԅPSʅ DPSY[6L@KL@KԅPSɅ@RUMBLE STRIPS SHALL HAVE A FINISHED DIMENSION OF 175 mm (12 mm)?PS 1L@KL@KԅPSɅC6WIDE IN THE DIRECTION OF TRAVEL AND HAVE A MINIMUM OF CPS[5L@KL@KԅPSȅS>400 mm LONG MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL.%PS V/k@L@KL@KԅPSDž BPS7}4L@KL@KԅPSƅS;THE DEPRESSIONS SHALL HAVE A CONCAVE CIRCULAR SHAPE WITH A E@PSk˹2L@KL@KԅPSƅ 8MINIMUM 12 mm DEPTH AT THE CENTER (15 mm MAXIMUM DEPTH).FgS3=8L@KL@KCD=150 mm FOR ALL SHOULDERS LESS THAN 1.8 m WIDE WITHOUT GUARDRAIL. *%Ė?( NL@KL@Kڅ,\3dĖ%L@KL@KڅRUMBLE STRIPS ARE NOT REQUIRED2t$L@KL@Kڅ腬#ON SHOULDERS LESS 1.8m WITHR)%)$L@KL@Kڅ\` GUARDRAILE)%5Ė?(! NL@KL@Kڅ,\3dĖ%L@KL@KڅRUMBLE STRIPS ARE NOT REQUIRED55t'L@KL@Kڅ腬#!ON SHOULDERS LESS THAN 1.8 m WITH)%)$L@KL@Kڅ\` GUARDRAILE &m825c.c.m8DL-3 &6QuHgLFF6QDL-3 &LK5c.c.DL-3 &PubFgLFFPDL-3 &KKK c.c.%DL-3 &l8s1#c.c.l8/DL-3 .$=˽; rprp$=DELINEATION STANDARD(Xw!4k/0S0SXwF7-13-01N(%)|0S0S%N7-13-01N