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12" M
AX
.
3" M
IN.
12" M
AX
.
3" M
IN.
12"
18"
24"
36"
2" 2"
W
CU
RB
CU
RB
S
HA
TC
H L
INE
YE
LL
OW
RA
ISE
D IS
LA
ND
ED
GE
OF
YIE
LD
LIN
E M
AR
KIN
GS
DIR
EC
TIO
N O
F T
RA
VE
L
DIR
EC
TIO
N O
F T
RA
VE
L
0
S
0S
L
BC
W
W
TA
PE
R L
EN
GT
HT
AP
ER
LE
NG
TH
n3
5
n4
5
ST
RA
IGH
T T
AP
ER
ST
RIP
ING
SIM
ILA
R
SH
OW
N F
OR
RA
DIU
S T
AP
ER
DIR
EC
TIO
N O
F T
RA
VE
L
DIR
EC
TIO
N O
F T
RA
VE
L
TY
PE
0
VA
LU
E IS
TY
PE
C U
NL
ES
S O
TH
ER
WIS
E S
HO
WN
.
TY
PE
SH
AL
L B
E A
S P
ER
PL
AN
. DE
FA
UL
TN
OT
E:
NO
RM
AL
ED
GE
LIN
E (x
EL
)
NO
RM
AL
LA
NE
LIN
E (x
LL
)
NO
RM
AL
DO
TT
ED
LA
NE
LIN
E (x
DL
L)
NO
RM
AL
SO
LID
DO
UB
LE
YE
LL
OW
LIN
E
CU
RV
AT
UR
E O
R T
AP
ER
SE
E C
ON
TR
AC
T D
OC
UM
EN
TS
FO
R
YE
LL
OW
ED
GE
LIN
E
NO
RM
AL
YE
LL
OW
LIN
E
SO
LID
DO
UB
LE
NO
RM
AL
DO
TT
ED
EX
TE
NS
ION
LIN
E (x
DE
L)
EDGE OF FLUSH ISLAND
YE
LL
OW
LIN
E
NO
RM
AL
SO
LID
DO
UB
LE
45
MP
Hw
PO
ST
ED
SP
EE
D
PO
ST
ED
SP
EE
D <
45 M
PH
n3
0
0S
L
BC A
W
n3
5
n4
5
TY
PE
n3
08"
A1'
3'
8'
7'
6'
3'
1'
2'
2'
7'
6'
3'
1'
2'
CR
OS
S H
AT
CH
LIN
E D
IME
NS
ION
S
CR
OS
S H
AT
CH
ED
ISL
AN
D D
ET
AIL
NO
RM
AL
BR
OK
EN
LA
NE
LIN
E (x
BL
L)
AN
D A
T M
ED
IAN
AR
EA
S
TY
PIC
AL
CR
OS
S H
AT
CH
LIN
E D
ET
AIL
AT
FL
US
H O
R R
AIS
ED
ISL
AN
DS
SM
AL
L D
IME
NS
ION
SL
AR
GE
DIM
EN
SIO
NS
NO
RM
AL
SO
LID
LIN
E A
ND
NO
RM
AL
BR
OK
EN
LIN
E (y
SB
L)
GA
P IS
TH
E S
AM
E W
IDT
H A
S L
INE
S
GA
P IS
TH
E S
AM
E W
IDT
H A
S L
INE
S
(ON
LY
AL
LO
WE
D IN
YE
LL
OW
)
10
'
30'
30'
30'
10
'1
0'
9'
10
'30'
10
'30'
10
'30'
10
'
2'
10
'
4" OR 6"4" OR 6"4" OR 6"
3'
3'
9'
3'
9'
3'
9'
3'
4" OR 6"4" OR 6"
4" OR 6"
4" OR 6"
4" OR 6"
4" OR 6"
4" OR 6"
4' (T
YP
.)
NO
RM
AL
SO
LID
DO
UB
LE
LIN
E (x
SD
L)
5'-
4"
11'-
4"
11'-
4"
L
NO
RM
AL
SO
LID
DO
UB
LE
YE
LL
OW
LIN
E
YE
LL
OW
HA
TC
H L
INE
(TY
P.)
L (T
YP
.)
(EA
CH
TR
IAN
GL
E P
AID
FO
R S
EP
AR
AT
EL
Y)
U.S
. CU
ST
OM
AR
Y S
TA
ND
AR
D S
HE
ET
ISS
UE
D U
ND
ER
EI 1
8-0
08
685
-01
(SH
EE
T 1
OF
9)
PA
VE
ME
NT
_M
AR
KIN
G_D
ET
AIL
S
AP
PR
OV
ED
AU
GU
ST
21, 2
018
28-AUG-2018 09:43
FILE NAME =
DATE/TIME =
USER = rfoote
685-0101_050213_e1.dgn
/S/ R
OB
ER
T L
IMO
GE
S P
.E.
SA
FE
TY
AN
D M
OB
ILIT
Y
DIR
EC
TO
R, O
FF
ICE
OF
TR
AF
FIC
TO
INS
TA
LL
AT
ION
.
MA
RK
ING
PL
AN
S P
RIO
R T
O F
INA
L IN
ST
AL
LA
TIO
N. C
HA
NG
ES
SH
AL
L B
E S
UB
MIT
TE
D T
WO
WE
EK
S P
RIO
R
TH
E R
EG
ION
AL
TR
AF
FIC
EN
GIN
EE
R W
ILL
RE
VIE
W A
ND
AP
PR
OV
E A
NY
CH
AN
GE
S T
O T
HE
PA
VE
ME
NT
AN
D S
HA
LL
AP
PL
Y U
NL
ES
S O
TH
ER
WIS
E IN
DIC
AT
ED
IN T
HE
CO
NT
RA
CT
DO
CU
ME
NT
S.
AL
L D
IME
NS
ION
S A
ND
TH
E P
LA
CE
ME
NT
OF
AR
RO
WS
, SY
MB
OL
S, A
ND
TE
XT
SH
OW
N A
RE
TY
PIC
AL
OF
TH
E D
OU
BL
E L
INE
MA
RK
ING
OR
WIT
H E
ITH
ER
LIN
E O
F T
HE
DO
UB
LE
LIN
E.
WH
ICH
DO
NO
T F
OL
LO
W A
PA
VE
ME
NT
JOIN
T, T
HE
SIN
GL
E L
INE
MA
Y B
E A
LIG
NE
D W
ITH
TH
E C
EN
TE
R
NO
T T
HE
SP
AC
E B
ET
WE
EN
TH
EM
. AT
TH
E JU
NC
TIO
N O
F S
ING
LE
AN
D D
OU
BL
E L
INE
MA
RK
ING
S
JOIN
T, T
HE
SIN
GL
E L
INE
SH
AL
L B
E A
N E
XT
EN
SIO
N O
F E
ITH
ER
OF
TH
E D
OU
BL
E L
INE
S A
ND
AT
TH
E JU
NC
TIO
N O
F S
ING
LE
AN
D D
OU
BL
E L
INE
MA
RK
ING
S W
HIC
H F
OL
LO
W A
PA
VE
ME
NT
OB
TA
IN O
PT
IMU
M L
AN
E W
IDT
HS
.
JOIN
TS
BE
TW
EE
N A
DJA
CE
NT
LA
NE
S, S
HA
LL
BE
PL
AC
ED
ON
TH
E S
IDE
OF
TH
E JO
INT
WH
ICH
WIL
L
LA
NE
LIN
ES
ON
RO
AD
WA
YS
WH
ICH
AR
E M
OR
E T
HA
N T
WO
LA
NE
S W
IDE
AN
D H
AV
E L
ON
GIT
UD
INA
L
BE
PL
AC
ED
AL
ON
G O
NE
SID
E O
F T
HE
JOIN
T. D
OU
BL
E L
INE
MA
RK
ING
S S
HA
LL
ST
RA
DD
LE
TH
E JO
INT
.
WH
ER
E M
AR
KIN
GS
NO
RM
AL
LY
FO
LL
OW
A P
AV
EM
EN
T JO
INT
, SIN
GL
E L
INE
MA
RK
ING
S S
HA
LL
PL
AN
S. E
DG
E L
INE
S S
HA
LL
BE
PR
OV
IDE
D A
T T
HE
CU
RB
AD
JAC
EN
T T
O R
AIS
ED
ISL
AN
DS
(SE
E D
ET
AIL
).
TH
AN
2'-0
", NO
ED
GE
LIN
E S
HA
LL
BE
AP
PL
IED
AD
JAC
EN
T T
O C
UR
BS
UN
LE
SS
OT
HE
RW
ISE
SH
OW
N O
N T
HE
DIR
EC
TIO
N O
F T
RA
VE
L U
NL
ES
S O
TH
ER
WIS
E S
HO
WN
ON
TH
E P
LA
NS
. IF T
HE
CU
RB
OF
FS
ET
IS L
ES
S
ED
GE
LIN
ES
SH
AL
L B
E Y
EL
LO
W O
N T
HE
LE
FT
SID
E A
ND
WH
ITE
ON
TH
E R
IGH
T S
IDE
IN T
HE
AL
L P
AV
EM
EN
T M
AR
KIN
GS
SH
AL
L B
E P
LA
CE
D IN
AC
CO
RD
AN
CE
WIT
H T
HE
MU
TC
D A
ND
NY
S S
UP
PL
EM
EN
T.
5.
4.
3.
2.
1.
GE
NE
RA
L P
AV
EM
EN
T M
AR
KIN
G N
OT
ES
:
L2
.
L1
.
PA
VE
ME
NT
MA
RK
ING
LIN
E N
OT
ES
:
"WID
E"=
WID
E
"Y"=
YE
LL
OW
"W"=
WH
ITE
DE
SIG
NA
TIO
NS
:
PA
VE
ME
NT
MA
RK
ING
LIN
E C
OD
ES
MA
Y B
E S
HO
WN
ON
TH
E P
LA
NS
.
WID
TH
AS
WID
E L
INE
S.
AS
WID
E A
S N
OR
MA
L L
INE
S O
N T
HE
SA
ME
HIG
HW
AY
. CH
AN
NE
LIZ
ING
LIN
ES
AR
E T
HE
SA
ME
PA
VE
ME
NT
MA
RK
ING
LIN
ES
SH
AL
L B
E 4
". WID
E P
AV
EM
EN
T M
AR
KIN
G L
INE
S S
HA
LL
BE
TW
ICE
AN
D W
HE
RE
SP
EC
IFIE
D IN
TH
E C
ON
TR
AC
T D
OC
UM
EN
TS
. AT
AL
L O
TH
ER
LO
CA
TIO
NS
NO
RM
AL
FR
EE
WA
YS
AN
D E
XP
RE
SS
WA
YS
AN
D O
N R
AM
PS
TO
AN
D F
RO
M F
RE
EW
AY
S A
ND
EX
PR
ES
SW
AY
S,
45
MP
H O
R M
OR
E S
HA
LL
BE
6". A
LS
O, N
OR
MA
L P
AV
EM
EN
T M
AR
KIN
G L
INE
S S
HA
LL
BE
6" O
N
ED
GE
LIN
ES
ON
AL
L R
UR
AL
, HIG
H S
PE
ED
HIG
HW
AY
SE
GM
EN
TS
WIT
H P
OS
TE
D S
PE
ED
S O
F
ON
PL
AN
S
AS
SH
OW
N
TY
PIC
AL
INT
ER
SE
CT
ION
MA
RK
ING
S
50'-0" MIN.
30'-0" MAX.
4'-0" MIN.
10'-0
"30'-0
"
4'-0
" M
IN.
BR
OK
EN
LA
NE
LIN
E
NO
RM
AL
WH
ITE
BR
OK
EN
LA
NE
LIN
E
NO
RM
AL
WH
ITE
TR
AV
EL
LA
NE
DO
UB
LE
YE
LL
OW
LIN
E
NO
RM
AL
SO
LID
(TY
P.)
(TY
P.)
FO
R R
AM
P D
ET
AIL
(TY
P.)
RA
MP
DE
TA
ILS
" AN
D/O
R C
ON
TR
AC
T D
OC
UM
EN
TS
SE
E S
TA
ND
AR
D S
HE
ET
TIT
LE
D "S
IDE
WA
LK
CU
RB
CO
NC
RE
TE
SID
EW
AL
K
DO
UB
LE
YE
LL
OW
LIN
E
NO
RM
AL
SO
LID
18" (O
R 2
4") A
S S
PE
CIF
IED
ON
PL
AN
S
WH
ITE
ST
OP
LIN
E
NO
RM
AL
WH
ITE
LA
NE
LIN
E
2.
1.
NO
TE
S:
BIK
E L
AN
E IS
PR
ES
EN
T.
IF N
O E
DG
E S
TR
IPIN
G IS
RE
QU
IRE
D O
R
EX
TE
ND
ST
OP
LIN
E T
O E
DG
E O
F P
AV
EM
EN
T
SH
EE
T 1
OF
9)"
MA
RK
ING
DE
TA
ILS
-
SH
EE
T T
ITL
ED
"PA
VE
ME
NT
(SE
E N
OT
E 2
ON
ST
AN
DA
RD
NO
RM
AL
WH
ITE
ED
GE
LIN
E
MA
RK
ING
S
SID
E R
OA
D
MA
TC
H T
O
ON
SID
E R
OA
D
NO
ED
GE
ST
RIP
E
AT
ST
OP
LIN
E IF
ED
GE
LIN
E
EN
D W
HIT
E
(SE
E N
OT
E 1
)
(SE
E N
OT
E 2
)
BIK
E L
AN
E
IF N
O M
AR
KE
D B
IKE
LA
NE
IS P
RE
SE
NT
DO
WN
ST
RE
AM
.
DIS
CO
NT
INU
E B
IKE
LA
NE
MA
RK
ING
S A
T L
EA
ST
10
0'-0
" BE
FO
RE
INT
ER
SE
CT
ION
LIN
E M
OR
E T
HA
N 4
'-0" U
PS
TR
EA
M F
RO
M T
HE
CR
OS
SW
AL
K.
TH
E S
TO
P L
INE
FO
R T
HE
LA
NE
S T
HE
Y C
ON
TR
OL
. TH
IS M
AY
PL
AC
E T
HE
ST
OP
TU
RN
-LA
NE
S (IF
PR
OV
IDE
D) A
RE
RE
QU
IRE
D T
O B
E A
T L
EA
ST
40'-0
" BE
YO
ND
TH
RO
UG
H M
OV
EM
EN
T A
ND
AT
LE
AS
T O
NE
FO
R E
XC
LU
SIV
E R
IGH
T O
R L
EF
T
AT
SIG
NA
LIZ
ED
INT
ER
SE
CT
ION
S, A
T L
EA
ST
ON
E S
IGN
AL
HE
AD
FO
R T
HE
IN T
HE
CO
NT
RA
CT
DO
CU
ME
NT
S
FO
R C
RO
SS
WA
LK
TY
PE
, AS
IND
ICA
TE
D
MA
RK
ING
S D
ET
AIL
S (T
HIS
SH
EE
T)
SE
E T
YP
ICA
L IN
TE
RS
EC
TIO
N
TR
AF
FIC
SA
FE
TY
AN
D M
OB
ILIT
Y
AC
TIN
G D
IRE
CT
OR
, OF
FIC
E O
F
/S/ T
OD
D B
. WE
ST
HU
IS, P
.E.
DIR
EC
TIO
N O
F T
RA
VE
L
DIR
EC
TIO
N O
F T
RA
VE
L
(TY
P.)
AR
RO
W (T
YP
.)
WH
ITE
TU
RN
ING
ED
GE
OF
PA
VE
ME
NT
ED
GE
OF
PA
VE
ME
NT
ED
GE
OF
PA
VE
ME
NT
TY
PE
S
ST
AN
DA
RD
TY
PE
L
LA
DD
ER
BA
R
TY
PE
LS
CO
MB
INE
D
TY
PIC
AL
CR
OS
SW
AL
K D
ET
AIL
S
TW
O-W
AY
LE
FT
TU
RN
LA
NE
DE
TA
IL
2.
1.
BR
OK
EN
YE
LL
OW
LIN
E
NO
RM
AL
SO
LID
YE
LL
OW
LIN
E A
ND
NO
RM
AL
LEFT TURN LANE
START OF TWO WAY
200'-0
" (T
YP
.)
OR
AS
SH
OW
N IN
CO
NT
RA
CT
DO
CU
ME
NT
S
LIN
ES
PA
RA
LL
EL
TO
TH
E L
AN
E L
INE
S.
TY
PE
"L" A
ND
TY
PE
"LS
" CR
OS
SW
AL
KS
SH
AL
L H
AV
E T
HE
LO
NG
ITU
DIN
AL
AL
L C
RO
SS
WA
LK
MA
RK
ING
S S
HA
LL
BE
WH
ITE
.
2.
1.
NO
TE
S:
5'-
0"
6'-0
" M
IN.
6'-0
" M
IN.
6'-0
" M
IN.
2'-0" (TYP.)
1'-0" (TYP.)
1'-0
" (TY
P.) (T
RA
NS
VE
RS
E L
INE
S)
1'-0" (TYP.)
2'-0" (TYP.)
1'-0
" (TY
P.) (T
RA
NS
VE
RS
E L
INE
S)
20'-0
"
(SEE NOTE 1)
GE
NE
RA
L N
OT
ES
.
RE
FE
R T
O S
TA
ND
AR
D S
HE
ET
685-0
1 (S
HE
ET
1 O
F 9
) FO
R
AN
D D
IME
NS
ION
S (E
XC
EP
T A
S N
OT
ED
).
SE
E S
TA
ND
AR
D S
HE
ET
685-0
1 (S
HE
ET
1 O
F 9
) FO
R L
INE
LA
YO
UT
11-JUL-2018 11:38
FILE NAME =
DATE/TIME =
USER = rfoote
685-0102_050213.dgn
ST
AT
E O
F N
EW
YO
RK
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ISS
UE
D U
ND
ER
EB
12-0
36
U.S
. CU
ST
OM
AR
Y S
TA
ND
AR
D S
HE
ET
AP
PR
OV
ED
SE
PT
EM
BE
R 2
4, 2
012
(SH
EE
T 2
OF
9)
PA
VE
ME
NT
MA
RK
ING
DE
TA
ILS
685
-01
EF
FE
CT
IVE
DA
TE
: 05/0
2/2
013
TRAFFIC SAFETY AND MOBILITY
ACTING DIRECTOR, OFFICE OF
EDGE LINE
NORMAL WHITE
�
MIL
E
500’
OR
AS
SH
OW
N
ON
PL
AN
S
EDGE LINE
NORMAL WHITE
EDGE LINE
NORMAL WHITE�
MIL
E
500’
OR
AS
SH
OW
N
ON
PL
AN
S
500’
OR
AS
SH
OW
N
ON
PL
AN
S
�
MIL
E
500’
OR
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HO
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ON PL
ANS
DIR
EC
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TR
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DIR
EC
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N
OF
TR
AV
EL
DIR
EC
TIO
N
OF
TR
AV
EL
DIR
EC
TIO
N
OF
TR
AV
EL
DIR
EC
TIO
N
OF
TR
AV
EL
DIR
EC
TIO
N
OF
TR
AV
EL
(SEE SHEET 5 OF 9 FOR DETAILS)
IN NEUTRAL AREA
WHITE CHEVRON MARKINGS
(SEE SHEET 5 OF 9 FOR DETAILS)
IN NEUTRAL AREA
WHITE CHEVRON MARKINGS
(SEE SHEET 5 OF 9 FOR DETAILS)
NEUTRAL AREA
MARKINGS IN
WHITE CHEVRON
(SEE SHEET 5 OF 9 FOR DETAILS)
NEUTRAL AREA
MARKINGS IN
WHITE CHEVRON
WHITE LANE LINE
WIDE DOTTED
OR WIDE DOTTED WHITE LANE LINE
LINE (OPTIONAL, VARIABLE LENGTH)
WIDE SOLID WHITE LANE
THEORETICAL GORE
MEASUREMENT MARKING
OPTIONAL SPEED
WHITE CHANNELIZING LINES
PHYSICAL GORE
WHITE LANE LINE
WIDE DOTTED
WHITE CHANNELIZING LINES
THEORETICAL GORE
PHYSICAL GORE
LINE (VARIABLE LENGTH)
WIDE SOLID WHITE LANE
WIDE SOLID WHITE LANE LINE
WIDE DOTTED WHITE LANE LINE
OR WIDE DOTTED WHITE LANE LINE
(OPTIONAL, VARIABLE LENGTH)
WIDE SOLID WHITE LANE LINE
WHITE CHANNELIZING LINESPHYSICAL GORE
THEORETICAL GORE
THEORETICAL GORE
PHYSICAL GORE
EDGE LINE
NORMAL YELLOW
EDGE LINE
NORMAL YELLOW
EDGE LINE
NORMAL YELLOW
EDGE LINE
NORMAL WHITE
WHITE CHANNELIZING LINES
WIDE SOLID WHITE LANE LINE
27-S
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685-0103_050213.d
gn
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
ISSUED UNDER EB 12-036
U.S. CUSTOMARY STANDARD SHEET
APPROVED SEPTEMBER 24, 2012
(SHEET 3 OF 9)
PAVEMENT MARKING DETAILS
685-01EFFECTIVE DATE: 05/02/2013
/S/ TODD B. WESTHUIS, P.E.
LANE DROP AT A SINGLE LANE EXIT RAMP TWO-LANE DROP AT AN EXIT RAMPLANE DROP AT A MULTI-LANE EXIT RAMP WITH OPTION LANE
TRAFFIC SAFETY AND MOBILITY
ACTING DIRECTOR, OFFICE OF
DIR
EC
TIO
N
OF
TR
AV
EL
DIR
EC
TIO
N
OF
TR
AV
EL
�
MIL
E
500’
OR
AS
SH
OW
N
ON
PL
AN
S
WIDE DOTTED WHITE LANE LINES
WHITE CHANNELIZING LINES
PHYSICAL GORE
THEORETICAL GORE AS
SH
OW
N
ON
PL
AN
S
500’
OR
THEORETICAL GRADE
WIDE SOLID WHITE LANE LINE
WHITE LANE LINE
WIDE SOLID
PHYSICAL GORE
WHITE CHANNELIZING LINES
THEORETICAL GORE
NEUTRAL AREA
PHYSICAL GORE
WHITE CHANNELIZING LINES
GORE TO WIDE SOLID WHITE LANE LINE
FROM ENTRANCE RAMP THEORETICAL
WIDE DOTTED WHITE LANE LINE
OR EQUAL TO � MILE.
THEORETICAL GORE OF EXIT RAMP IS LESS THAN
THEORETICAL GORE OF ENTRANCE RAMP TO
NOTE: USE THIS DETAIL WHERE DISTANCE FROM
NORMAL YELLOW EDGE LINENORMAL YELLOW EDGE LINE
EDGE LINE
NORMAL WHITE
NORMAL WHITE EDGE LINE
NORMAL WHITE EDGE LINE
NORMAL WHITE EDGE LINE NORMAL YELLOW EDGE LINE
NORMAL YELLOW EDGE LINE
NORMAL YELLOW EDGE LINE
(SEE SHEET 5 OF 9 FOR DETAILS)
IN NEUTRAL AREA
WHITE CHEVRON MARKINGS
(SEE SHEET 5 OF 9 FOR DETAILS)
IN NEUTRAL AREA
WHITE CHEVRON MARKINGS
27-S
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685-0104_050213.d
gn
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
ISSUED UNDER EB 12-036
U.S. CUSTOMARY STANDARD SHEET
APPROVED SEPTEMBER 24, 2012
(SHEET 4 OF 9)
PAVEMENT MARKING DETAILS
685-01EFFECTIVE DATE: 05/02/2013
/S/ TODD B. WESTHUIS, P.E.
ROUTE SPLIT WITH DEDICATED LANES AUXILIARY LANE AT CLOSELY SPACED RAMPS
WID
TH
FULL L
ANE
L
6’-
0"
NORMAL WHITE DOTTED LANE LINE
LA
NE
WID
TH
EN
D F
ULL
LIMIT OF CHANNELIZING LINE
PHYSICAL GORE
WHITE CHANNELIZING LANE
50’ OR AS
WHITE CHANNELIZING LINE
WHITE CHANNELIZING LINE
NORMAL YELLOW EDGE LINE
WHITE CHANNELIZING LINE
L
L / 2GORE
THE
ORETIC
AL
NORMAL YELLOW EDGE LINE
EDGE LINE
NORMAL WHITE
NORMAL YELLOW EDGE LINE
NORMAL WHITE BROKEN LANE LINE
LIMIT OF WIDE CHANNELIZING LINE
PHYSICAL GORE
NORMAL YELLOW EDGE LINE
NORMAL YELLOW EDGE LINENORMAL WHITE BROKEN LANE LINE
NORMAL WHITE DOTTED EXTENSION LINE
NORMAL WHITE BROKEN LANE LINE NORMAL YELLOW EDGE LINE
NORMAL WHITE DOTTED EXTENSION LINE
NORMAL WHITE EDGE LINE
NORMAL WHITE EDGE LINE
NORMAL WHITE EDGE LINE
NORMAL WHITE BROKEN LANE LINE
CHANNELIZING LINE
PHYSICAL GORE LIMIT OF
DIRECTION OF TRAVEL
MAIN LINE SHOULDER
6’-0"
3’-0"
END WHITE CHANNELIZING LINE
n45
CHANNELIZING LINES BEGIN
THEORETICAL GORE
LINES
WHITE CHANNELIZING
(IF SHOWN IN CONTRACT DOCUMENTS)
RUMBLE STRIPS
2.
1.
PARALLEL ACCELERATION LANE PARALLEL DECELERATION LANE
TAPERED ACCELERATION LANE
TAPERED DECELERATION LANE
TYPICAL HATCH LINE AT GORE
EXIT / DIVERGE
DIRECTION OF TRAVEL DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
L
SHEET 1 OF 9" FOR GENERAL NOTES.
REFER TO STANDARD SHEET TITLED "PAVEMENT MARKING DETAILS -
SHEET 1 OF 9" FOR LINE LAYOUT AND DIMENSIONS. (EXCEPT AS NOTED)
SEE STANDARD SHEET TITLED "PAVEMENT MARKING DETAILS -
THEORETICAL GORE
SHOWN ON PLANS
WIDE WHITE LANE LINE
NORMAL YELLOW EDGE LINE
THEORETICAL GORE
NORMAL WHITE EDGE LINE
THEORETICAL GORE
NORMAL WHITE EDGE LINE
NORMAL WHITE DOTTED LANE LINE
NORMAL WHITE EDGE LINE
LIMIT OF CHANNELIZING LINE
PHYSICAL GORE
DIRECTION OF TRAVEL
HATCH LINES
2’ WHITE
NORMAL YELLOW EDGE LINE
EXIT RAMP SHOULDER
LIMIT OF CHANNELIZING LINE
PHYSICAL GORE
END WHITE CHANNELIZING LINE
NORMAL WHITE EDGE LINE
(IF SHOWN IN CONTRACT DOCUMENTS)
RUMBLE STRIPS
27-S
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685-0105_050213.d
gn
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
ISSUED UNDER EB 12-036
U.S. CUSTOMARY STANDARD SHEET
APPROVED SEPTEMBER 24, 2012
(SHEET 5 OF 9)
PAVEMENT MARKING DETAILS
685-01EFFECTIVE DATE: 05/02/2013
/S/ TODD B. WESTHUIS, P.E.
TRAFFIC SAFETY AND MOBILITY
ACTING DIRECTOR, OFFICE OF
11’-4"
ONLY
ONLY
ONLY
X
L
X
L
XX
L/2
XX
LANE WIDTH
POINT OF FULL
DOUBLE LINE
YELLOW SOLID
STOP LINE STOP LINE
EXTENSION LINE
WHITE DOTTED
NORMAL
S5.
S4.
S3.
S2.
S1.
SYMBOL SPACING NOTES:
400’l L 200’ <
LANE USE ARROW PLACEMENT
10’
20’
10’
ARROWS AND "ONLY" TO BE CENTERED IN THE LANE.
"ONLY" MARKINGS SHALL BE DELETED.
IF INTERSECTION LANE CONTROL SIGNS (EG. R3-5) ARE NOT PROVIDED FOR THE LANE, THE
ON AN UNCONTROLLED APPROACH (NO STOP SIGN, YIELD SIGN, OR TRAFFIC SIGNAL) OMIT STOP LINE.
AND MOBILITY GROUP FOR GUIDANCE ON SPACING OF ARROWS AND "ONLY".
IF L < 75’ OR L > 400’, REFER TO CONTRACT DOCUMENTS OR REGIONAL TRAFFIC SAFETY
HAVE CLOSER SPACING THAN HIGHER SPEED ROADS.
SPACING BETWEEN ARROWS AND "ONLY" (X) IS 32’ MIN. AND 80’ MAX. LOWER SPEED ROADS SHOULD
200’l L
LANE USE ARROW PLACEMENT
BE OMITTED
THIS ARROW SHALL
IF L < 115’
20’
8’
8’
8’
4’
4’
8’
8’-
4"
8’-
4"
8’-
4"
VA
RIE
SV
ARIE
S
IN
TE
RS
EC
TIO
NS
LA
NE-
DR
OP
MA
RKIN
GS
AT
SE
E
MU
TC
D
SE
CTIO
N 3
B.0
4
FO
R
EDGE LINE
NORMAL WHITE
EDGE LINE
NORMAL YELLOW
AS
SH
OW
N
ON
PL
AN
S
100’
OR
L / 2
L
LINE
DOTTED EXTENSION
NORMAL WHITE
LANE LINE
WIDE DOTTED WHITE
LANE DROP AT INTERSECTION
SAFETY AND MOBILITY (ACTING)
DEPUTY CHIEF ENGINEER: TRAFFIC,
VA
RIE
S
VA
RIE
SV
ARIE
S
IN
TE
RS
EC
TIO
NS
LA
NE-
DR
OP
MA
RKIN
GS
AT
SE
E
MU
TC
D
SE
CTIO
N 3
B.0
4
FO
R
MO
RE
TH
AN 1
MIL
E
LINE
DOTTED EXTENSION
NORMAL WHITE
LINE
DOTTED EXTENSION
NORMAL WHITE
WHITE LANE LINE
NORMAL BROKEN
SOLID LINE
NORMAL WHITE
L/2
SE
E
DE
TAIL
THIS
SH
EE
T
SE
E
DE
TAIL
THIS
SH
EE
T
SE
E
DE
TAIL
THIS
SH
EE
T
EDGE LINE
NORMAL YELLOW
100’
OR
AS
SH
OW
N
ON
PL
AN
S
L / 2
L
LINE
WHITE LANE
WIDE SOLID
(TYP.)
LANE LINE
SOLID WHITE
NORMAL
EDGE LINE
NORMAL WHITE
EDGE LINE
NORMAL WHITE
EDGE LINE
NORMAL YELLOW
AS
SH
OW
N
ON
PL
AN
S
100’
OR
L / 2
L
LINE
WHITE LANE
WIDE SOLID
LINE
WHITE LANE
WIDE SOLID
LANE LINE
WIDE DOTTED WHITE
LANE LINE
WIDE DOTTED WHITE
1
MIL
E
OR
LE
SS
GREATER THAN 1 MILE APARTLESS THAN OR EQUAL TO 1 MILE APART
14-
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=rlohse
685-0106_050213e1.d
gn
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
ISSUED UNDER EB 12-036
U.S. CUSTOMARY STANDARD SHEET
APPROVED: OCTOBER 23, 2013
(SHEET 6 OF 9)
PAVEMENT MARKING DETAILS
685-01EFFECTIVE DATE: 05/02/2013
/S/ TODD B. WESTHUIS, P.E.
ERRATA 1 EFF. 01/09/2014
ISSUED WITH EB 13-042AUXILIARY LANE BETWEEN INTERSECTIONS AUXILIARY LANE BETWEEN INTERSECTIONS
/S/ TODD B. WESTHUIS, P.E.
TRAFFIC SAFETY AND MOBILITY
ACTING DIRECTOR, OFFICE OF
CL
CROSSIN
G
RAIL
ROAD
TRACKS
R R2' (TYP.)
(TY
P.)
*
CL
CROSSIN
G
RAIL
ROAD
TRACKS
R R
(TYP.)
CL
CROSSIN
G
RAIL
ROAD
TRACKS
R R
MARKINGS
TYPICAL PARKING LANE
SPACE
EXTERIOR
SPACE
INTERIOR
SPACE
EXTERIOR
SPACE
INTERIOR
CR
OS
SW
AL
K
RAIL
RO
AD CR
OSSIN
G
RAIL
SPACE
EXTERIOR SPACE(S)
PARKING
W10-1
NO
RM
AL
WHIT
E
ED
GE
LIN
E
STOP SIGN
RAILROAD GRADE CROSSING MARKINGS AND LAYOUT PLAN
RAILROAD GRADE CROSSING
3"
3" 6" 3"
(TYP.)
15'-
0"
CURB
8'-0"
20'-0" 22'-0"
NO PARKING
50'-0" (MIN.)15'-0"
(MIN.)
FIRE HYDRANT
NO PARKING
CROSSBAR
24" WHITE
CLEARANCE LINE
24" WHITE
CROSSBAR
24" WHITE
7'-
0"
20'-
0"
15'-
0"
10'-
0"
DO
CU
ME
NT
S
AS
PE
R
CO
NT
RA
CT
HIG
HW
AY
ST
RIPIN
G
R15-1
R15-2
R1-1 R1-2
OR
W3-2W3-1
OR
FA
CE
OF
CU
RB
LIN
E,
ED
GE
OF
PA
VE
ME
NT,
NO
RM
AL
WHIT
E
ED
GE
AT PASSIVE CROSSINGS ONLY
PROVIDED BY RAILROAD)
(SIGNS AND POST(S)
4" WHITE EDGE LINE
*
20'-0" FROM CROSSWALK
AND 30'-0" FROM SIGN
(WHICHEVER IS GREATER)
THIS DETAIL OR AS SHOWN IN CONTRACT DOCUMENTS.
PARKING SPACE LENGTHS AS SHOWN IN
PARKING LANE WIDTHS SHOWN IN CONTRACT DOCUMENTS.
*
YIELD
1'-0"
20'-
0"
2'-
0"
6'-
0"
1'-
0"
2'-
0"
1'-
0"
15'-0"20'-0"
VA
RIE
S
YE
LL
OW
LIN
E
NO
RM
AL
SO
LID
DO
UB
LE
(SEE NOTE R4 FOR LOCATION OF SIGN)
(SEE NOTE R4 FOR LOCATION OF SIGN)
1'-4"
8'-0"
CLCLCL CLCLCL
W
ST
OP
LIN
E
(NOT TO SCALE)
(SE
E
NO
TE
R1)
4" WHITE (TYP.)
CURB
4'
1'
4'
VA
RIE
S4'-0"
15'-
0"
(NO EDGE LINE)
ALTERNATE PARKING LANE MARKINGS
NORMAL SOLID DOUBLE YELLOW LINE TO BEGIN A MINIMUM OF 10'-0" UPSTREAM OF FIRST 24" WHITE CROSS BAR.
BARS ARE PLACED IN RELATION TO "RXR" MARKING. THE DISTANCE TO CLEARANCE LINE WILL VARY.
A PORTION OF THE "RXR" MARKING MUST BE OPPOSITE THE W10-1 SIGN. 24" WHITE CROSS
OR W3-2 SIGN.
AND THE W10-1 SIGN SHALL BE LOCATED APPROXIMATELY 200'-0" IN ADVANCE OF THE W3-1
IN ADVANCE OF A GRADE CROSSING, IT SHALL BE LOCATED IN ACCORDANCE WITH TABLE NY2C-4
SHALL BE LOCATED IN ACCORDANCE WITH TABLE NY2C-4. IF A W3-1 OR W3-2 SIGN IS REQUIRED
IF A W3-1 OR W3-2 SIGN IS NOT REQUIRED IN ADVANCE OF THE GRADE CROSSING, THE W10-1
FOR GENERAL NOTES.
REFER TO STANDARD SHEET TITLED "PAVEMENT MARKING DETAILS - SHEET 1 OF 9"
ACROSS ALL LANES, AND A "RXR" SYMBOL SHALL BE PLACED IN EACH LANE.
ON A MULTI-LANE APPROACH, THE CLEARANCE LINE AND CROSSBARS SHALL EXTEND
THE GATE, WHICHEVER PLACES THE LINE FURTHER FROM THE CROSSING.
GATE IN ITS LOWERED POSITION, AND EITHER 15'-0" FROM THE NEAREST RAIL OR 8'-0" FROM
POINT. WHERE THERE IS A GATE, THE CLEARANCE LINE SHOULD BE PARALLEL TO THE
PERPENDICULAR TO THE ROADWAY, AND 15'-0" FROM THE NEAREST RAIL AT ITS CLOSEST
WHERE THERE IS NO RAILROAD CROSSING GATE, THE CLEARANCE LINE SHOULD BE
R6.
R5.
R4.
R3.
R2.
R1.
RAILROAD GRADE CROSSING NOTES:
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685-0107_
DT
F.d
gn
U.S. CUSTOMARY STANDARD SHEET
ISSUED UNDER EB 12-036
685-01
(SHEET 7 OF 9)
PAVEMENT MARKING DETAILS
APPROVED SEPTEMBER 24, 2012
EFFECTIVE DATE: 05/02/2013
(PAID AS LINEAR FEET)
(PAID AS ONE SYMBOL)
ERRATA 1
ISSUED WITH EB 17-041
(TOTAL PAYMENT IS 43.0')
6"
1'
7'-
9"
SEE NOTE
"SCHOOL" LETTERS
4" (TYP)
1'-
4"
1'-
4"
4"
9'-8"
1'-
4"
(PAID AS SIX LETTERS)
TURNING ARROW
FOR SHARED LANE
TURNING/STRAIGHT ARROW
DIVERGE ARROW
SEE NOTE
"ONLY" LETTERS
SEE NOTE
"STOP" LETTERS
SEE NOTE
"YIELD" LETTERS
4"
4"
4"
LANE REDUCTION ARROW
5'-
9"
2'-10"
ED
GE
OF PA
VE
ME
NT
HANDICAPPED PARKING SYMBOL
2'-10.25"
4'-4.3
75"
20°
6'-4.5"
14'-10.2
5"
RAMP ARROW
10'-0"
8"
30"
30"
8"
R=3'-4"
R=2'-4"
16'-
6"
7'-
0"
18'-
0"
/S/ TODD B. WESTHUIS, P.E.
TRAFFIC SAFETY AND MOBILITY
ACTING DIRECTOR, OFFICE OF
(PAID AS ONE SYMBOL)
(PAID AS ONE SYMBOL)
(PAID AS ONE SYMBOL)
(PAID AS ONE SYMBOL)
(PAID BY LINEAR FEET)(PAID AS ONE SYMBOL)
ERRATA 1
ISSUED WITH EB 17-041
(PAID AS FIVE LETTERS)
(PAID AS FOUR LETTERS)
(PAID AS FOUR LETTERS)
(TOTAL PAYMENT IS 73')
4"
6"
7'-4"
8"
4"
4"
3'-
4"
++
(TY
P.)
R=3'-4"
R=2'-4
"
PREFERENTIAL LANE SYMBOL
(USE EQUAL SPACING BETWEEN LETTERS AND CENTER ENTIRE SYMBOL IN LANE)
SPACING = 8"
LETTER WIDTH = 1'-4"
LETTER HEIGHT = 8'-4"
UNLESS OTHERWISE SHOWN:
NOTES:
STRAIGHT ARROW
(TY
P.)
4" 4"
1'-
4"
4"
1'-
4"
1'-4"
1'-
4"
1'-8"
1'
4'-
0"
3'-8"
6'-
4"
5'-
3"
7'-
6"
6'-4"
1'
4'-4"
1'
4'-
4"
6"
1'-4"
6"
(TY
P.)
(TY
P.)
1'-
8"
1'
8'-
0"
1'
4"
1'-
4"
1'-
4"
1'-
4"
6"
6" 6"
1'-4" 4"
7'-8"
7'-0"
3'-
0"
71.25°
1'
2'-
0"
2'-
8"
8'-
0"
2'-8"
2'-
4"4'-
0"
3'-
0"
2'-0"
3'-0"
2'-
4"
6'-4"04-
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685-0108_
DT
F.d
gn
U.S. CUSTOMARY STANDARD SHEET
ISSUED UNDER EB 12-036
685-01
(SHEET 8 OF 9)
PAVEMENT MARKING DETAILS
APPROVED SEPTEMBER 24, 2012
EFFECTIVE DATE: 05/02/2013
(PAID AS ONE SYMBOL)
(PAID BY LINEAR FEET)
(TOTAL PAYMENT IS 35')
1'
3"
28"
24"
3'-0"
6'-
6"
13'-
1•
"
4'-
0"
4'-
6"
1'-8"1'-8"
9'-
6"
BICYCLE ARROW
BICYCLE SYMBOL
6'-
0"
6'-
0"
6'-
0"
CONTRACT DOCUMENTS
LINE AS PER
NORMAL WHITE LANE
NORMAL WHITE LANE LINE
LANE LINE
NORMAL DOTTED WHITE
AS
PE
R
OR EDGE OF CURB
EDGELINE, EDGE OF PAVEMENT
WHITE NORMAL LANE LINE
SYMBOL SPACING
SHEET 6 OF 9" FOR
"PAVEMENT MARKING DETAILS
SEE STANDARD SHEET TITLED
DOCUMENTS
LINE AS PER CONTRACT
WHITE NORMAL LANE
OR CURB
SHOULDER
EDGE OF
RADIUS
OR END OF
CROSSWALK LINE
6'-
0"
6'-
0"
6'-
0"
6'-
0"
ONLY
SHARED LANE USE MARKING DETAIL
6"
2"
5"
6"
ADJACENT TO RIGHT TURN LANE
BICYCLE LANE MARKINGBICYCLE LANE MARKING
MARKER
BICYCLE DETECTOR
/S/ TODD B. WESTHUIS, P.E.
TRAFFIC SAFETY AND MOBILITY
ACTING DIRECTOR, OFFICE OF
STOP LINE
CO
NT
AR
CT
DO
CU
ME
NT
S
OR AS PER PLAN. SIGNS SHALL BE USED WITH THE BICYCLE LANE.
MARKINGS AS PER THE DIRECTIONS OF THE REGIONAL OFFICE OF TRAFFIC SAFETY AND MOBILITY GROUP
- PLACE BICYCLE LANE ARROW AND SYMBOL 200'-0" UPSTREAM OF MAJOR OR SIGNALIZED INTERSECTIONS.
IN THE CONTRACT DOCUMENTS.
- PLACE BICYCLE SYMBOL AT 1320'-0" SPACING ALONG BICYCLE LANE OR AS INDICATED
PLACE BICYCLE LANE ARROW AND SYMBOL DOWNSTREAM OF MAJOR OR SIGNALIZED INTERSECTIONS.
CENTER SYMBOL IN BICYCLE LANE OR SHOULDER.
B3.
B2.
B1.
BICYCLE LANE MARKING NOTES:
(CHEVRON PAID BY LINEAR FEET)
(BICYCLE PAID AS ONE SYMBOL)
(PAID AS ONE SYMBOL)
(PAID AS ONE SYMBOL)
(PAID AS ONE SYMBOL)
ERRATA 1
ISSUED WITH EB 17-041
2'-
8"
6"
2'-
6"
6'-
0"
6'-
0"
6"
3'-4"
6"
6"
2'-
0"
40°
3'-4"3'-4"
1'-0"
1'-0"
1'-0"
6'-8"
12'-
0"
6'-
8"
04-
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685-0109_
DT
F.d
gn
U.S. CUSTOMARY STANDARD SHEET
ISSUED UNDER EB 12-036
685-01
(SHEET 9 OF 9)
PAVEMENT MARKING DETAILS
APPROVED SEPTEMBER 24, 2012
EFFECTIVE DATE: 05/02/2013
