Embed Size (px)
Citation preview
1205.0
11205.0
1
1 2
1 2
CO
NT
INU
OU
S L
INE
S
GO
RE
LIN
E
CE
NT
ER
LIN
E
ST
OP
OR
TR
AN
SV
ER
SE
BA
R
DIA
GO
NA
L L
INE
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
10’
30’
YE
LL
OW
OR
WH
ITE
2’
YE
LL
OW
OR
WH
ITE
YE
LL
OW
OR
WH
ITE
WH
ITE
YE
LL
OW
WH
ITE
YE
LL
OW
OR
WH
ITE
WH
ITE
WH
ITE
24’’
WH
ITE
16"
RxR
LIN
E
WH
IT
E
1-12
1-12
3’
3’
12"
WH
IT
E
24
" L
ON
GIT
UD
INA
L
8" T
RA
NS
VE
RS
E
CR
OS
SW
AL
K L
INE
6’
LA
NE
LIN
E
ED
GE
LIN
E
9’
3’
LINE TYPES AND OFFSETS
LINE TYPES AND OFFSETS
8
"/1
2"
12
’’ 45
MP
H O
R H
IGH
ER
8’’ L
ES
S T
HA
N 4
5 M
PH
10’-30’/S
P S
KIP
LIN
E
3’-3
’/S
P M
IN
I-S
KIP
LIN
E
2’-6
’/S
P M
IN
I-S
KIP
LIN
E
3’-9
’/S
P M
IN
I-S
KIP
LIN
E
TH
E W
HIT
E E
DG
E L
INE
EN
TE
NS
ION
S A
T R
OU
ND
AB
OU
TS
.
UN
LE
SS
OT
HE
RW
ISE
D S
HO
WN
, US
E 3
’-3’/S
P M
INI-S
KIP
S F
OR
US
ED
FO
R B
ICY
CL
E L
AN
E L
INE
S.
EX
TE
NS
ION
S T
HR
OU
GH
INT
ER
SE
CT
ION
S A
ND
MIN
I-SK
IPS
LA
NE
LIN
E E
XT
EN
SIO
NS
TH
RO
UG
H IN
TE
RS
EC
TIO
NS
, ED
GE
LIN
E
UN
LE
SS
OT
HE
RW
ISE
D S
HO
WN
, US
E 2
’-6’/S
P M
INI-S
KIP
S F
OR
SK
IP L
AN
E L
INE
S A
ND
SK
IP C
EN
TE
R L
INE
S.
UN
LE
SS
OT
HE
RW
ISE
D S
HO
WN
, US
E 1
0’-3
0’/S
P S
KIP
S F
OR
MIN
I-SK
IP L
AN
E L
INE
S A
ND
LIN
E E
XT
EN
SIO
NS
TH
RO
UG
H T
AP
ER
S.
UN
LE
SS
OT
HE
RW
ISE
D S
HO
WN
, US
E 3
’-9’/S
P M
INI-S
KIP
S F
OR
3- G
OR
E L
INE
S S
HA
LL
BE
TW
ICE
TH
E W
IDT
H O
F T
HE
NO
RM
AL
LIN
E.
OF
TH
E N
OR
MA
L L
IN
E.
2- L
AN
E L
INE
S IN
DIC
AT
ED
AS
"W
IDE
" O
N T
HE
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
GS
SH
AL
L B
E A
T L
EA
ST
TW
ICE
TH
E W
IDT
H
AS
DIR
EC
TE
D B
Y T
HE
EN
GIN
EE
R.
1- U
SE
6" L
AN
E, E
DG
E, A
ND
CE
NT
ER
LIN
ES
ON
AL
L F
UL
L C
ON
TR
OL
OF
AC
CE
SS
FA
CIL
ITIE
S A
ND
OT
HE
R R
OU
TE
S
GE
NE
RA
L N
OT
ES
:
4"/6"
4"/6"
4"/6"
4"/6"
4"/6"
4"/6"
1205.0
11205.0
1
2 2
2 2
TA
BL
E 1
LE
GE
ND
TW
O-W
AY
UN
DIV
IDE
D R
OA
DW
AY
TW
O-W
AY
UN
DIV
IDE
D R
OA
DW
AY
WIT
H T
WO
-WA
Y L
EF
T T
UR
N L
AN
E
MU
LT
I-LA
NE
RO
AD
WA
Y
ED
GE
LIN
E O
FF
SE
T D
ET
AIL
LA
NE
LIN
E O
FF
SE
T D
ET
AIL
CE
NT
ER
LIN
E O
FF
SE
T D
ET
AIL
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
YE
LL
OW
CE
NT
ER
LIN
E
YE
LL
OW
CE
NT
ER
LIN
E
CL3
’’
3’’
6’’
CL
WH
ITE
LA
NE
LIN
EO
F T
RA
VE
LW
AY
2’’ T
OW
AR
DS
LE
FT
SID
E
WH
ITE
OR
YE
LL
OW
ED
GE
LIN
E
SH
OU
LD
ER
E.O
.T.
19’
20’
21’
22’
23’
24’
26’
28’
30’
32’
16
’ -
18
’2
’’
4’’
6’’
8’’
10’’
10’’
1’
2’
2’
3’
4’
8’ - 9’
9’
9.5
’
10’
10’
10.5
’
11’
11’
12’
12’
12’
FR
OM
E.O
.T.
MA
X. E
DG
E L
INE
OF
FS
ET
TR
AV
EL
PA
VE
ME
NT
WID
TH
(W
) O
F
ED
GE
LIN
E O
FF
SE
TS
FO
R 2
-LA
NE
, 2-W
AY
RO
AD
WA
YS
WIT
H U
N-P
AV
ED
SH
OU
LD
ER
S
W =
WID
TH
OF
TR
AV
EL
LA
NE
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
OF
FS
ET
DE
TA
IL
SE
E E
DG
E L
INE
W W
L C
SE
E C
EN
TE
R L
INE
OF
FS
ET
DE
TA
IL
OF
FS
ET
DE
TA
IL
SE
E E
DG
E L
INE
OF
FS
ET
DE
TA
IL
SE
E E
DG
E L
INE
OF
FS
ET
DE
TA
IL
SE
E E
DG
E L
INE
SE
E C
EN
TE
R L
INE
OF
FS
ET
DE
TA
IL
WWW
OF
FS
ET
DE
TA
IL
SE
E L
AN
E L
INE
W W
OF
FS
ET
DE
TA
IL
SE
E E
DG
E L
INE
OF
FS
ET
DE
TA
IL
SE
E E
DG
E L
INE
L CL CL C
1-12
1-12
LINE TYPES AND OFFSETS
LINE TYPES AND OFFSETS
2’’ M
AX
., RE
FE
R A
LS
O T
O T
AB
LE
1
WID
TH
(W
)
MIN
IMU
M L
AN
E
E.O
.T.=
ED
GE
OF
TR
AV
EL
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
21205.0
2
WW
SH
OU
LD
ER
WH
ITE
ED
GE
LIN
ES
YE
LL
OW
SK
IP
CE
NT
ER
LIN
ES
E.O
.T.
SH
OU
LD
ER
E.O
.T.
SH
OU
LD
ER
SH
OU
LD
ER
WWW10’
32
0’ T
YP
IC
AL
SP
AC
IN
G
BE
TW
EE
N S
ET
S O
F A
RR
OW
SY
MB
OL
S
SP
AC
ING
CA
N B
E IN
CR
EA
SE
D O
R D
EC
RE
AS
ED
AS
DE
TE
RM
INE
D B
Y T
HE
EN
GIN
EE
R
10’
YE
LL
OW
SK
IP
CE
NT
ER
LIN
ES
YE
LL
OW
CE
NT
ER
LIN
ES
WH
ITE
ED
GE
LIN
ES
E.O
.T.
E.O
.T.
1-12
1-12
LE
GE
ND
W =
WID
TH
OF
TR
AV
EL
LA
NE
SY
MB
OL
S
PA
VE
ME
NT
MA
RK
ING
PA
SS
ING
SID
E
YE
LL
OW
SK
IP C
EN
TE
R L
INE
S,
NO
PA
SS
ING
SID
E
YE
LL
OW
CE
NT
ER
LIN
E,
TWO-LANE AND MULTI-LANE ROADWAYS
TWO-LANE AND MULTI-LANE ROADWAYS(T
WO
YE
LL
OW
CE
NT
ER
LIN
ES
)
DO
UB
LE
YE
LL
OW
CE
NT
ER
LIN
E
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
E.O
.T.=
ED
GE
OF
TR
AV
EL
1 2
1 2
PA
SS
ING
ZO
NE
- BO
TH
DIR
EC
TIO
NS
PA
SS
ING
ZO
NE
- SIG
NA
L D
IRE
CT
ION
NO
-PA
SS
ING
ZO
NE
- BO
TH
DIR
EC
TIO
NS
3- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
GS
12
05
.01
AN
D 1
20
5.0
8 F
OR
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
INT
ER
SE
CT
ION
S A
ND
MA
JO
R D
RIV
EW
AY
S, S
EE
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
G 1
205.0
5 F
OR
AD
DIT
ION
AL
GU
IDA
NC
E.
2- C
ON
TIN
UE
ED
GE
LIN
ES
TH
RO
UG
H M
INO
R D
RIV
EW
AY
S. D
O N
OT
CO
NT
INU
E E
DG
E L
INE
S A
T
1- E
DG
E L
INE
S A
RE
NO
T R
EQ
UIR
ED
AL
ON
G C
UR
B A
ND
GU
TT
ER
LO
CA
TIO
NS
.
GE
NE
RA
L N
OT
ES
:
PA
SS
ING
/NO
PA
SS
ING
ZO
NE
S W
ILL
BE
DE
TE
RM
INE
D B
Y T
HE
EN
GIN
EE
R.
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
WIT
H T
WO
-WA
Y L
EF
T T
UR
N L
AN
E
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
21205.0
2
SH
OU
LD
ER
W W W W W
10
’ 320’ T
YP
IC
AL
SP
AC
IN
G
BE
TW
EE
N S
ET
S O
F L
EF
T T
UR
N A
RR
OW
SY
MB
OL
S
SP
AC
ING
MA
Y B
E IN
CR
EA
SE
D O
R D
EC
RE
AS
ED
AS
DE
TE
RM
INE
D B
Y T
HE
EN
GIN
EE
R
WH
ITE
ED
GE
LIN
EE
.O.T
.S
HO
UL
DE
R
10
’
WH
ITE
ED
GE
LIN
EE
.O.T
.
1-12
1-12
WIT
H T
WO
-WA
Y L
EF
T T
UR
N L
AN
E
UN
DIV
IDE
D M
UL
TI-L
AN
E R
OA
DW
AY
TWO-LANE AND MULTI-LANE ROADWAYS
TWO-LANE AND MULTI-LANE ROADWAYS
LA
NE
LIN
ES
WH
IT
E S
KIP
WH
ITE
ED
GE
LIN
E
W
SH
OU
LD
ER
YE
LL
OW
ED
GE
LIN
ES
IN
SID
E E
.O.T
.M
ED
IAN
OU
TS
ID
E E
.O.T
.
SH
OU
LD
ER
SH
OU
LD
ER
WH
ITE
ED
GE
LIN
EO
UT
SID
E E
.O.T
.
W WW
WH
ITE
SK
IP L
INE
S
DIV
IDE
D F
OU
R-L
AN
E R
OA
DW
AY
3- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
GS
1205.0
1 A
ND
1205.0
8 F
OR
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
INT
ER
SE
CT
ION
S A
ND
MA
JO
R D
RIV
EW
AY
S, S
EE
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
G 1
205.0
5 F
OR
AD
DIT
ION
AL
GU
IDA
NC
E.
2- C
ON
TIN
UE
ED
GE
LIN
ES
TH
RO
UG
H M
INO
R D
RIV
EW
AY
S. D
O N
OT
CO
NT
INU
E E
DG
E L
INE
S A
T
1- E
DG
E L
INE
S A
RE
NO
T R
EQ
UIR
ED
AL
ON
G C
UR
B A
ND
GU
TT
ER
LO
CA
TIO
NS
.
GE
NE
RA
L N
OT
ES
:L
EG
EN
D
W =
WID
TH
OF
TR
AV
EL
LA
NE
SY
MB
OL
S
PA
VE
ME
NT
MA
RK
ING
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
E.O
.T.=
ED
GE
OF
TR
AV
EL
CE
NT
ER
LIN
ES
YE
LL
OW
SK
IP
LIN
ES
YE
LL
OW
CE
NT
ER
2 2
2 2
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
31205.0
3
SH
OU
LD
ER
WH
ITE
GO
RE
LIN
ES
WH
ITE
ED
GE
LIN
E
YE
LL
OW
ED
GE
LIN
E
W W
WH
ITE
ED
GE
LIN
E
SH
OU
LD
ER
DIR
EC
TIO
N O
F
TR
AF
FIC
FL
OW
W
W =
WID
TH
OF
TR
AV
EL
LA
NE
1-12
1-12
E.O
.T.
E.O
.T.
E.O
.T.
LA
NE
LIN
E
WH
ITE
SK
IP
PH
YS
ICA
L G
OR
E
TH
EO
RE
TIC
AL
GO
RE
1 3
1 3
TA
PE
RE
D D
EC
EL
ER
AT
ION
LA
NE
YE
LL
OW
ED
GE
LIN
E
EXIT AND ENTRANCE RAMPS
EXIT AND ENTRANCE RAMPS
MIN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P
LE
GE
ND
E.O
.T.=
ED
GE
OF
TR
AV
EL
4- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
G 1
20
5.0
1 F
OR
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
3- G
OR
E L
INE
S S
HA
LL
BE
TW
ICE
TH
E W
IDT
H O
F T
HE
NO
RM
AL
LIN
E.
2- G
OR
E L
INE
MA
RK
ING
S T
ER
MIN
AT
E A
T T
HE
PH
YS
ICA
L G
OR
E.
1- U
SE
TH
E S
AM
E L
INE
WID
TH
ON
EN
TR
AN
CE
AN
D E
XIT
RA
MP
S.
GE
NE
RA
L N
OT
ES
:
1205.0
31205.0
3
2 3
2 3
YE
LL
OW
ED
GE
LIN
E
WH
ITE
ED
GE
LIN
E
W W
E.O
.T.
E.O
.T.
WH
ITE
ED
GE
LIN
ES
HO
UL
DE
RE
.O.T
.W
HIT
E G
OR
E L
INE
S
LA
NE
LIN
ES
WH
IT
E S
KIP
LA
NE
LIN
E
WH
IT
E S
KIP
WW
PH
YS
ICA
L G
OR
E
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
WH
ITE
ED
GE
LIN
E YE
LL
OW
ED
GE
LIN
E
WH
ITE
ED
GE
LIN
E
W
SH
OU
LD
ER
W W
1-12
1-12
E.O
.T.
E.O
.T.
E.O
.T.
PH
YS
ICA
L G
OR
E
LIN
ES
WH
ITE
GO
RE
PA
RA
LL
EL
DE
CE
LE
RA
TIO
N L
AN
E A
T A
MU
LT
I-LA
NE
EX
IT
PA
RA
LL
EL
DE
CE
LE
RA
TIO
N L
AN
E
YE
LL
OW
ED
GE
LIN
E
YE
LL
OW
ED
GE
LIN
E
LA
NE
LIN
E
WH
IT
E S
KIP
LA
NE
LIN
E
WH
ITE
"W
IDE
"
TE
RM
INA
TE
AT
PH
YS
ICA
L G
OR
E
WH
ITE
LA
NE
LIN
E,
MIN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P
LIN
E
WH
IT
E 3
’-9
’/S
P M
IN
I-S
KIP
MIN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P
25
’ M
IN
.
25
’ M
IN
.
TH
EO
RE
TIC
AL
GO
RE
TH
EO
RE
TIC
AL
GO
RE
RA
MP
INT
ER
SE
CT
ION
EXIT AND ENTRANCE RAMPS
EXIT AND ENTRANCE RAMPS
DIR
EC
TIO
N O
F
TR
AF
FIC
FL
OW
W =
WID
TH
OF
TR
AV
EL
LA
NE
LE
GE
ND
E.O
.T.=
ED
GE
OF
TR
AV
EL
5- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
G 1
20
5.0
1 F
OR
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
4- G
OR
E L
INE
S S
HA
LL
BE
TW
ICE
TH
E W
IDT
H O
F T
HE
NO
RM
AL
LIN
E.
3- L
AN
E L
INE
S IN
DIC
AT
ED
AS
"W
IDE
" S
HA
LL
BE
AT
LE
AS
T T
WIC
E T
HE
WID
TH
OF
TH
E N
OR
MA
L L
INE
.
2- G
OR
E L
INE
MA
RK
ING
S T
ER
MIN
AT
E A
T T
HE
PH
YS
ICA
L G
OR
E.
1- U
SE
TH
E S
AM
E L
INE
WID
TH
ON
EN
TR
AN
CE
AN
D E
XIT
RA
MP
S.
GE
NE
RA
L N
OT
ES
:
1205.0
31205.0
3
3 3
3 3
TA
PE
RE
D A
CC
EL
ER
AT
ION
LA
NE
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
F
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
100’
WH
ITE
ED
GE
LIN
E
E.O
.T.
WH
ITE
ED
GE
LIN
E
WH
ITE
GO
RE
LIN
ES
W W
E.O
.T.
SH
OU
LD
ER
E.O
.T.
SH
OU
LD
ER
10
0’
10
0’
WH
ITE
GO
RE
LIN
ES
SH
OU
LD
ER
WH
ITE
ED
GE
LIN
E
YE
LL
OW
ED
GE
LIN
E
WH
ITE
ED
GE
LIN
E
SH
OU
LD
ER
TH
EO
RE
TIC
AL
GO
RE
W W W
W
PH
YS
ICA
L G
OR
E
LIN
E
YE
LL
OW
ED
GE
A =
LE
NG
TH
FR
OM
PH
YS
ICA
L G
OR
E T
O T
HE
OR
ET
ICA
L G
OR
E
� A
M
IN
.
TH
EO
RE
TIC
AL
GO
RE
PH
YS
ICA
L G
OR
E
E.O
.T.
E.O
.T.
E.O
.T.
LA
NE
LIN
E
WH
ITE
SK
IP
YE
LL
OW
ED
GE
LIN
E
YE
LL
OW
ED
GE
LIN
E
LA
NE
LIN
E
WH
ITE
"W
IDE
"
MIN
I-S
KIP
LIN
ES
WH
IT
E 3
’-9
’/S
P
MIN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P
PA
RA
LL
EL
AC
CE
LE
RA
TIO
N L
AN
E
25’ M
IN
.
20
°
ME
RG
E A
RR
OW
LA
NE
LIN
E
WH
IT
E S
KIP
ME
RG
E A
RR
OW
20
°
1-12
1-12
SH
EE
T O
FEXIT AND ENTRANCE RAMPS
EXIT AND ENTRANCE RAMPS
DIR
EC
TIO
N O
F
TR
AF
FIC
FL
OW
W =
WID
TH
OF
TR
AV
EL
LA
NE
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S
LE
GE
ND
E.O
.T.=
ED
GE
OF
TR
AV
EL
5- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
GS
12
05
.01
AN
D 1
20
5.0
8 F
OR
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
4- G
OR
E L
INE
S S
HA
LL
BE
TW
ICE
TH
E W
IDT
H O
F T
HE
NO
RM
AL
LIN
E.
3- L
AN
E L
INE
S IN
DIC
AT
ED
AS
"W
IDE
" S
HA
LL
BE
AT
LE
AS
T T
WIC
E T
HE
WID
TH
OF
TH
E N
OR
MA
L L
INE
.
2- G
OR
E L
INE
MA
RK
ING
S T
ER
MIN
AT
E A
T T
HE
PH
YS
ICA
L G
OR
E.
1- U
SE
TH
E S
AM
E L
INE
WID
TH
ON
EN
TR
AN
CE
AN
D E
XIT
RA
MP
S.
GE
NE
RA
L N
OT
ES
:
1205.0
41205.0
4
1 2
1 2
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
15
0’ T
HR
U L
AN
E
AR
RO
W S
PA
CIN
G
1-12
1-12
LE
GE
ND
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
*
INTERSECTIONS
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S
OP
TIO
NA
L
SIG
NA
LIZ
ED
MU
LT
I-L
AN
E R
OA
DW
AY
WIT
H T
UR
N B
AY
S
60’
ST
OP
BA
R
INTERSECTIONS
SE
E N
OT
E 1
FO
R T
UR
N L
AN
E M
AR
KIN
GS
GU
IDA
NC
E
RE
FE
R T
O S
TD
. 1205.0
5
FO
R P
AIN
TE
D IS
LA
ND
S G
UID
AN
CE
RE
FE
R T
O S
TD
. 1205.0
9
SE
E N
OT
E 3
WH
IT
E 2
’-6’/S
P M
IN
I-S
KIP
LIN
ES
,
*S
EE
NO
TE
2
WH
IT
E 2
’-6’/S
P M
IN
I-S
KIP
LIN
ES
,
SE
E N
OT
E 1
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
4- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
GS
12
05
.01
, 12
05
.02
, 12
05
.05
, 12
05
.08
AN
D 1
20
5.0
9 F
OR
AD
DIT
IO
NA
L
3- M
INI-S
KIP
LA
NE
LIN
E E
XT
EN
SIO
NS
SH
AL
L B
E U
SE
D W
HE
RE
MU
LT
IPL
E T
UR
N L
AN
ES
AR
E U
SE
D.
VIS
IBIL
ITY
CO
ND
ITIO
NS
SU
CH
AS
OF
FS
ET
, SK
EW
ED
, OR
CU
RV
ED
RO
AD
WA
YS
.
2- M
INI-S
KIP
LA
NE
LIN
E E
XT
EN
SIO
NS
SH
OU
LD
BE
US
ED
AT
INT
ER
SE
CT
ION
S T
HA
T H
AV
E R
ED
UC
ED
ST
OP
BA
R L
OC
AT
ION
S O
R A
S D
IRE
CT
ED
BY
TH
E E
NG
INE
ER
.
IF A
PA
VE
ME
NT
MA
RK
ING
PL
AN
IS N
OT
PR
OV
IDE
D, C
ON
TA
CT
TH
E S
IGN
AL
DE
SIG
N S
EC
TIO
N F
OR
TH
E
1- R
EF
ER
TO
TH
E P
AV
EM
EN
T M
AR
KIN
G P
LA
N F
OR
ST
OP
BA
R L
OC
AT
ION
S F
OR
SIG
NA
LIZ
ED
INT
ER
SE
CT
ION
S.
GE
NE
RA
L N
OT
ES
:
1205.0
41205.0
4
2 2
2 2
ME
DIA
N
60’
150’
**
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
*
60’
150’
1-12
1-12
INTERSECTIONS
OT
HE
RW
ISE
TH
EY
AR
E N
OT
RE
QU
IRE
D.
IN M
ED
IAN
CR
OS
SO
VE
R W
HE
N W
IDT
H O
F M
ED
IAN
EX
CE
ED
S 3
0 F
T,
US
E D
OU
BL
E Y
EL
LO
W C
EN
TE
R L
INE
AN
D A
RR
OW
SY
MB
OL
S
10’ T
YP
.
*
*
ST
OP
BA
R, S
EE
NO
TE
1S
TO
P B
AR
, SE
E N
OT
E 1
SE
E N
OT
E 1
ST
OP
BA
R,
10’ T
YP
.
*
*
>3
0’ R
EF
.
10’ T
YP
.
TW
O-L
AN
E, T
W0
-WA
Y R
OA
DW
AY
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
WIT
H T
WO
-WA
Y L
EF
T T
UR
N L
AN
E
DIV
IDE
D M
UL
TI-L
AN
E R
OA
DW
AY
WIT
H T
UR
N B
AY
DIV
IDE
D M
UL
TI-L
AN
E R
OA
DW
AY
WIT
H W
IDE
ME
DIA
N C
RO
SS
OV
ER
UN
DIV
IDE
D M
UL
TI-L
AN
E R
OA
DW
AY
ME
DIA
N
150’
60’
* ST
OP
BA
R, S
EE
NO
TE
1*
SE
E N
OT
E 1
ST
OP
BA
R,
*
INTERSECTIONS
160’
FO
R T
UR
N L
AN
E M
AR
KIN
G G
UID
AN
CE
RE
FE
R T
O S
TD
. 1205.0
5
LIN
E, S
EE
NO
TE
3
WH
IT
E 2
’-6
’/S
P M
IN
I-S
KIP
LIN
E, S
EE
NO
TE
3
WH
IT
E 2
’-6
’/S
P M
IN
I-S
KIP
LIN
ES
, SE
E N
OT
E 2
WH
IT
E 2
’-6
’/S
P M
IN
I-S
KIP
LIN
E, S
EE
NO
TE
3
WH
IT
E 2
’-6’/S
P M
IN
I-S
KIP
LIN
E, S
EE
NO
TE
3
WH
IT
E 2
’-6’/S
P M
IN
I-S
KIP
LIN
E
YE
LL
OW
2’-6’/S
P M
IN
I-S
KIP
LIN
E
WH
IT
E 2
’-6’/S
P M
IN
I-S
KIP
LIN
E, S
EE
NO
TE
3
WH
IT
E 2
’-6
’/S
P M
IN
I-S
KIP
LIN
ES
YE
LL
OW
2’-6
’/S
P M
IN
I-S
KIP
OU
TL
INE
D W
ITH
ED
GE
LIN
ES
MO
NO
LIT
HIC
ISL
AN
DS
MA
Y B
E
AR
OU
ND
ME
DIA
N
CO
NT
INU
E E
DG
E L
INE
AR
OU
ND
ME
DIA
N
CO
NT
INU
E E
DG
E L
INE
*
ST
OP
SIG
N
LE
GE
ND
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
ST
AT
ION
AR
Y S
IGN
*
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S
OP
TIO
NA
L
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
4- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
GS
12
05
.01
, 12
05
.02
, 12
05
.05
, 12
05
.08
AN
D 1
20
5.0
9 F
OR
3- M
INI-S
KIP
ED
GE
LIN
E E
XT
EN
SIO
NS
MA
Y B
E P
LA
CE
D T
HR
OU
GH
INT
ER
SE
CT
ION
S A
ND
MA
JO
R D
RIV
EW
AY
S.
VIS
IBIL
ITY
CO
ND
ITIO
NS
SU
CH
AS
OF
FS
ET
, SK
EW
ED
, OR
CU
RV
ED
RO
AD
WA
YS
.
2- M
INI-S
KIP
LA
NE
LIN
E E
XT
EN
SIO
NS
SH
OU
LD
BE
US
ED
AT
INT
ER
SE
CT
ION
S T
HA
T H
AV
E R
ED
UC
ED
TH
E E
NG
IN
EE
R.
INT
ER
SE
CT
ING
RO
AD
WA
Y. U
SE
10 F
EE
T A
S T
HE
TY
PIC
AL
SE
TB
AC
K D
IST
AN
CE
OR
AS
DIR
EC
TE
D B
Y
ST
OP
BA
RS
NO
LE
SS
TH
AN
4 F
EE
T A
ND
NO
MO
RE
TH
AN
30
FE
ET
FR
OM
TH
E N
EA
RE
ST
ED
GE
OF
TH
E
IS IM
PO
RT
AN
T T
O IN
DIC
AT
E T
HE
PO
INT
WH
ICH
VE
HIC
LE
S A
RE
RE
QU
IRE
D T
O S
TO
P. P
LA
CE
1- P
LA
CE
ME
NT
OF
ST
OP
BA
RS
AT
NO
N-S
IGN
AL
IZE
D IN
TE
RS
EC
TIO
NS
IS O
PT
ION
AL
AN
D U
SE
D W
HE
RE
IT
GE
NE
RA
L N
OT
ES
:
1205.0
51205.0
5
1 1
1 1
TU
RN
LA
NE
BA
Y
60’
TA
PE
R
TU
RN
LA
NE
BA
Y
60’
SY
MB
OL
PA
VE
ME
NT
MA
RK
ING
160’
� LE
NG
TH
OF
BA
Y
WH
ITE
LA
NE
LIN
E,
TW
O-W
AY
LE
FT
TU
RN
LA
NE
UP
TO
25
0’ M
AX
.
WH
ITE
LA
NE
LIN
E, L
EN
GH
T O
F B
AY
UP
TO
12
5’ M
AX
.
WH
IT
E L
AN
E L
IN
E, � L
EN
GH
T O
F B
AY
TU
RN
LA
NE
BA
Y L
EN
GT
HS
SH
OW
N A
BO
VE
AN
D A
RR
OW
SP
AC
ING
AP
PL
Y A
S F
OR
TH
E V
AR
IOU
S
SA
ME
PA
VE
ME
NT
MA
RK
ING
LIN
ES
, NU
MB
ER
OF
AR
RO
WS
,
PAVEMENT MARKINGS
PAVEMENT MARKINGS
TURN LANES
TURN LANES
DIR
EC
T T
AP
ER
TU
RN
LA
NE
TU
RN
LA
NE
BA
YS
125 -
250 F
T.
DO
UB
LE
TU
RN
LA
NE
S
TU
RN
LA
NE
BA
YS
< 1
25 F
T.
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
10’
TU
RN
LA
NE
BA
Y
60’
TU
RN
LA
NE
BA
Y
TA
PE
R
TA
PE
R
60’
250’
TU
RN
LA
NE
BA
Y
TA
PE
R
CE
NT
ER
BE
TW
EE
N F
IRS
T A
ND
LA
ST
AR
RO
WS
TA
PE
R
LE
GE
ND
EN
D O
F T
AP
ER
1-12
1-12
LIN
E
WH
ITE
LA
NE
WH
ITE
LA
NE
LIN
E
TU
RN
LA
NE
BA
YS
25
0 F
T. O
R G
RE
AT
ER
TU
RN
LA
NE
BA
Y
AR
RO
W C
EN
TE
RE
D IN
WH
ITE
LA
NE
LIN
E
AN
D L
AS
T A
RR
OW
S
CE
NT
ER
BE
TW
EE
N F
IRS
T
AN
D L
AS
T A
RR
OW
S
CE
NT
ER
BE
TW
EE
N F
IRS
T
LE
FT
TU
RN
LA
NE
DE
VE
LO
PE
D F
RO
M T
WO
-WA
Y T
UR
N L
AN
E
2- T
HE
NU
MB
ER
OF
AR
RO
WS
SH
OW
N IS
TH
E M
INIM
UM
RE
QU
IRE
D. U
SE
AD
DIT
ION
AL
AR
RO
WS
AS
DIR
EC
TE
D B
Y T
HE
EN
GIN
EE
R.
1- U
SE
TH
E G
UID
AN
CE
SH
OW
N A
BO
VE
IN C
ON
JU
NC
TIO
N W
ITH
TH
E IN
TE
RS
EC
TIO
N G
UID
AN
CE
SH
OW
N O
N R
OA
DW
AY
ST
AN
DA
RD
DR
AW
ING
12
05
.04
.
GE
NE
RA
L N
OT
ES
:
WH
IT
E 3
’-9
’/S
P M
IN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P M
IN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P M
IN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P M
IN
I-S
KIP
LIN
E
LIN
E
WH
IT
E 2
’-6
’/S
P M
IN
I-S
KIP
WH
IT
E 3
’-9
’/S
P M
IN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P M
IN
I-S
KIP
LIN
E
WH
IT
E S
KIP
LA
NE
LIN
E
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1-12
1-12
1205.0
61205.0
6
1 3
1 3
ONLY
ONLY
ONLY
ONLY
10
’ T
YP
.
1 M
IL
E O
R L
ES
SM
OR
E T
HA
N 1
MIL
E
60’
60’
LA
NE
LIN
E
WH
ITE
SK
IP
LA
NE
LIN
E
WH
ITE
SK
IPL
AN
E L
INE
WH
ITE
"W
IDE
"
TH
RU
-LA
NE
DR
OP
AT
AN
INT
ER
SE
CT
ION
LA
NE
LIN
E
WH
ITE
"W
IDE
"
MIN
I-S
KIP
LIN
E
WH
IT
E "
WID
E" 3
’-9’/S
P
MIN
I-S
KIP
LIN
E
WH
IT
E "
WID
E" 3
’-9’/S
P
W =
WID
TH
OF
TR
AV
EL
LA
NE
SY
MB
OL
S &
CH
AR
AC
TE
RS
PA
VE
ME
NT
MA
RK
ING
LE
GE
ND
75’
75’
TY
P.
TY
P.
55
MP
H =
45
0’
=
40
-5
0 M
PH
= 2
00
’
35
MP
H =
15
0’
=
75’
75’
TY
P.
TY
P.
55
MP
H =
45
0’
=
40
-5
0 M
PH
= 2
00
’
35
MP
H =
15
0’
=
LANE DROPS
LANE DROPS
UP
ST
RE
AM
RE
GU
LA
TO
RY
OR
WA
RN
ING
SIG
N A
SS
OC
IAT
ED
WIT
H T
HE
LA
NE
DR
OP
.
DR
OP
SH
OU
LD
BE
GIN
NO
CL
OS
ER
TO
TH
E IN
TE
RS
EC
TIO
N T
HA
N T
HE
MO
ST
US
E E
NG
INE
ER
ING
JU
DG
EM
EN
T T
O D
ET
ER
MIN
G L
AN
E D
RO
P L
EN
GT
H. T
HE
LA
NE
ONLY
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F2
- LA
NE
LIN
ES
IND
ICA
TE
D A
S "
WID
E" S
HA
LL
BE
AT
LE
AS
T T
WIC
E T
HE
WID
TH
OF
TH
E N
OR
MA
L L
INE
.
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
G 1
205.0
4.
1- U
SE
TH
E G
UID
AN
CE
SH
OW
N O
N T
HE
AB
OV
E D
ET
AIL
IN C
ON
JU
NC
TIO
N W
ITH
INT
ER
SE
CT
ION
GU
IDA
NC
E S
HO
WN
ON
GE
NE
RA
L N
OT
ES
:
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
F
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
ONLY
1-12
1-12
WWW
PH
YIS
ICA
L G
OR
E300’
� MIL
E M
IN
.
W WWW
LA
NE
LIN
ES
WH
IT
E S
KIP
PH
YS
ICA
L G
OR
E
300’
� MIL
E M
IN
.
LIN
ES
WH
ITE
GO
RE
LA
NE
LIN
ES
WH
ITE
SK
IP
LIN
ES
WH
ITE
GO
RE
LA
NE
DR
OP
AT
A S
ING
LE
LA
NE
EX
IT R
AM
P
LA
NE
DR
OP
AT
A M
UL
TI-L
AN
E E
XIT
RA
MP
LA
NE
LIN
E
WH
ITE
"W
IDE
"
ONLY
TE
RM
INA
TE
AT
PH
YS
ICA
L G
OR
E
WH
ITE
"W
IDE
" L
AN
E L
INE
,
MIN
I-S
KIP
LIN
E
WH
IT
E "
WID
E" 3
’-9’/S
P M
IN
I-S
KIP
LIN
E
WH
IT
E "
WID
E" 3
’-9’/S
P
MIN
I-S
KIP
LIN
E
WH
IT
E "
WID
E" 3
’- 9
’/S
P
TH
EO
RE
TIC
AL
GO
RE
500’
500’
75’
75’
75’
75’
TH
EO
RE
TIC
AL
GO
RE
RA
MP
INT
ER
SE
CT
ION
1205.0
61205.0
6
2 3
2 3
SH
EE
T O
FLANE DROPS
LANE DROPS
W =
WID
TH
OF
TR
AV
EL
LA
NE
SY
MB
OL
S &
CH
AR
AC
TE
RS
PA
VE
ME
NT
MA
RK
ING
LE
GE
ND
ONLY
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
3- G
OR
E L
INE
S S
HA
LL
BE
TW
ICE
TH
E W
IDT
H O
F T
HE
NO
RM
AL
LIN
E.
2- L
AN
E L
INE
S IN
DIC
AT
ED
AS
"W
IDE
" S
HA
LL
BE
AT
LE
AS
T T
WIC
E T
HE
WID
TH
OF
TH
E N
OR
MA
L L
INE
.
SH
OW
N O
N R
OA
DW
AY
ST
AN
DA
RD
DR
AW
ING
1205.0
3.
1- U
SE
TH
E G
UID
AN
CE
SH
OW
N O
N T
HE
FO
LL
OW
ING
DE
TA
ILS
IN C
ON
JU
NC
TIO
N W
ITH
TH
E E
XIT
RA
MP
GU
IDA
NC
E
GE
NE
RA
L N
OT
ES
:
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
F
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
W W W
W W W W
1-12
1-12
GO
RE
PH
YS
ICA
L
LIN
E
WH
ITE
GO
RE
GO
RE
PH
YS
ICA
L
LIN
E
WH
ITE
GO
RE
AU
XIL
IAR
Y L
AN
E 2
MIL
ES
OR
LE
SS
IN L
EN
GT
H B
ET
WE
EN
RA
MP
S
LA
NE
LIN
ES
WH
ITE
SK
IP
3 3
SH
EE
T O
F3
3
LA
NE
LIN
E
WH
ITE
"W
IDE
"
LA
NE
LIN
E
WH
ITE
"W
IDE
"
LANE DROPS
LANE DROPS
1205.0
61205.0
6
� MIL
E M
IN
.G
OR
E
PH
YS
ICA
L
LIN
ES
WH
ITE
GO
RE
W W W
LA
NE
LIN
E
WH
ITE
"W
IDE
"
LA
NE
LIN
ES
WH
ITE
SK
IP
W
RO
UT
E S
PL
IT W
ITH
DE
DIC
AT
ED
LA
NE
S
W
MIN
I-S
KIP
LIN
E
WH
IT
E "
WID
E" 3
’-9
’/S
P
MIN
I-S
KIP
LIN
E
WH
IT
E "
WID
E" 3
’-9
’/S
P
25
’ M
IN
.
25
’ M
IN
.
25
’ M
IN
.
TH
EO
RE
TIC
AL
GO
RE
TH
EO
RE
TIC
AL
GO
RE
TH
EO
RE
TIC
AL
GO
RE
W =
WID
TH
OF
TR
AV
EL
LA
NE
SY
MB
OL
S &
CH
AR
AC
TE
RS
PA
VE
ME
NT
MA
RK
ING
LE
GE
ND
ONLY
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
3- G
OR
E L
INE
S S
HA
LL
BE
TW
ICE
TH
E W
IDT
H O
F T
HE
NO
RM
AL
LIN
E.
2- L
AN
E L
INE
S IN
DIC
AT
ED
AS
"W
IDE
" S
HA
LL
BE
AT
LE
AS
T T
WIC
E T
HE
WID
TH
OF
TH
E N
OR
MA
L L
INE
.
SH
OW
N O
N R
OA
DW
AY
ST
AN
DA
RD
DR
AW
ING
12
05
.03
.
1- U
SE
TH
E G
UID
AN
CE
SH
OW
N O
N T
HE
FO
LL
OW
ING
DE
TA
ILS
IN C
ON
JU
NC
TIO
N W
ITH
TH
E E
XIT
RA
MP
GU
IDA
NC
E
GE
NE
RA
L N
OT
ES
:
PEDESTRIAN CROSSWALKS
HI-V
ISIB
ILIT
Y C
RO
SS
WA
LK
ST
AN
DA
RD
CR
OS
SW
AL
K
PAVEMENT MARKINGS
PAVEMENT MARKINGS
PEDESTRIAN CROSSWALKS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
71205.0
7
1 1
1 1
ST
OP
BA
R
4’ M
IN
.
TO
CR
OS
SW
AL
K
6’ M
IN
.
CR
OS
SW
AL
K
PE
DE
ST
RIA
N
8" W
HIT
E
CR
OS
SW
AL
K L
INE
S
1-12
1-12
CU
RB
RA
MP
S
4’ M
IN
.
TO
CR
OS
SW
AL
K L
INE
ED
GE
OF
TR
AV
EL
CL
EA
R S
PA
CE
4’ X
4’
SID
EW
AL
K
CU
RB
RA
MP
24’’ W
HIT
E
CR
OS
SW
AL
K L
INE
24
’’ GA
P
10
’ MIN
. WID
TH
5- C
UR
B R
AM
PS
SH
AL
L B
E C
ON
ST
RU
CT
ED
IN A
CC
OR
DA
NC
E T
O T
HE
LA
TE
ST
NC
DO
T R
OA
DW
AY
ST
AN
DA
RD
DR
AW
ING
S.
BE
CO
OR
DIN
AT
ED
WIT
H T
HE
SIG
NA
L D
ES
IGN
SE
CT
ION
OR
AS
DIR
EC
TE
D B
Y T
HE
EN
GIN
EE
R.
4- P
LA
CE
ST
OP
BA
RS
A M
INIM
UM
OF
4 F
EE
T F
RO
M N
EA
RE
ST
CR
OS
SW
AL
K L
INE
. ST
OP
BA
RS
AT
SIG
NA
LIZ
ED
INT
ER
SE
CT
ION
S S
HO
UL
D
3- B
EY
ON
D T
HE
CU
RB
FA
CE
, A C
LE
AR
SP
AC
E O
F 4
’ X 4
’ FE
ET
MIN
IMU
M S
HA
LL
BE
PR
OV
IDE
D W
ITH
IN T
HE
WID
TH
OF
TH
E C
RO
SS
WA
LK
.
2- S
ET
BA
CK
DIS
TA
NC
E F
RO
M IN
SID
E C
RO
SS
WA
LK
MA
RK
ING
TO
NE
AR
ES
T E
DG
E O
F T
RA
VE
L IS
4’ M
IN.
1- T
HE
MIN
IMU
M W
IDT
H O
F S
TA
ND
AR
D C
RO
SS
WA
LK
S IS
6 F
EE
T. T
HE
MIN
IMU
M W
IDT
H O
F H
I-VIS
IBIL
ITY
CR
OS
SW
AL
KS
IS 1
0 F
EE
T.
DO
ME
S
DE
TE
CT
AB
LE
WA
RN
ING
SID
EW
AL
K
LE
GE
ND
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
WA
RN
IN
G D
OM
ES
DE
TE
CT
AB
LE
CU
RB
RA
MP
WIT
H
CL
EA
R S
PA
CE
4’ X
4’
RA
MP
AR
RO
W
PAVEMENT MARKINGS
PAVEMENT MARKINGS
1205.0
81205.0
8
1 7
ME
RG
E A
RR
OW
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
2’-10"
4’-4�"
14’-10� "
12’-3’’
18’-0’’
5’-9’’
2’-
10�
"
12’’
20’’
4’-6"
14’’
12’’
6’-4’’
36’’
8’’
28’’24’’
R=
28’’
R=
40’’
32’’
4’’
28’’
48’’ 32’’
12’’
5’-4’’
12’’
14’’
R=
40’’
R=
28’’
12’’
24’’
6’-4’’ 3
2’’
4’’
28’’
44’’ 32’’
28’’
8’’
36’’
20’’
SA
ME
DIM
EN
SIO
NS
AP
PL
Y A
S F
OR
TH
E L
EF
T/R
IGH
T T
UR
N A
RR
OW
SA
ME
DIM
EN
SIO
NS
AP
PL
Y A
S
FO
R T
HE
CO
MB
INA
TIO
N S
TR
AIG
HT
AN
D L
EF
T/R
IGH
T T
UR
N A
RR
OW
FO
R W
RO
NG
-WA
Y M
OV
EM
EN
TS
ON
FR
EE
WA
Y A
ND
EX
PR
ES
SW
AY
RA
MP
S
CR
YS
TA
L/R
ED
PA
VE
ME
NT
MA
RK
ER
8’’
2’-6’’ 8’’
10’-0’’
L C O
F R
AM
P
7’-1’’
2’-6’’
8’’
16
’-8
’’
2’-6’’
5’-0’’
TY
P.
TYP.
5’-0"
RA
MP
AR
RO
W
AT
EX
IT R
AM
P
100’–
AT
EX
IT R
AM
P
RA
MP
AR
RO
W
100’–
1-12
1-12
1 8
9’-6" MIN.
5’
8’ MIN.
12.75’ MIN.
SY
MB
OL
S A
RE
RE
QU
IRE
D T
O B
E A
PP
RO
VE
D B
Y T
HE
DE
PA
RT
ME
NT
.
TH
ER
EF
OR
E S
LIG
HT
VA
RIA
NC
ES
AR
E A
CC
EP
TA
BL
E, H
OW
EV
ER
, AL
L
TH
RU
8). S
YM
BO
L D
IME
NS
ION
S C
AN
VA
RY
AM
ON
G M
AN
UF
AC
TU
RE
RS
,
HIG
HW
AY
SIG
NS
AN
D P
AV
EM
EN
T M
AR
KIN
GS
", (R
EF
ER
TO
SH
EE
TS
5
4- C
ON
FO
RM
AL
L S
YM
BO
LS
TO
TH
E F
HW
A "
ST
AN
DA
RD
AL
PH
AB
ET
S F
OR
UN
LE
SS
AP
PR
OV
ED
BY
TH
E E
NG
INE
ER
.
EX
PA
NS
ION
JO
INT
S O
N P
OR
TL
AN
D C
EM
EN
T C
ON
CR
ET
E P
AV
EM
EN
TS
,
3- D
O N
OT
PL
AC
E P
AV
EM
EN
T M
AR
KIN
G S
YM
BO
LS
AC
RO
SS
TR
AN
SV
ER
SE
IN
TO
IN
TE
RS
EC
TIO
N A
RE
AS
.
2- D
O N
OT
LO
CA
TE
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S A
S T
O E
NC
RO
AC
H
1- U
SE
TH
E C
OL
OR
WH
ITE
FO
R A
LL
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S.
GE
NE
RA
L N
OT
ES
:
TU
RN
AR
RO
W
RIG
HT
OR
LE
FT
LE
FT
OR
RIG
HT
TU
RN
AR
RO
W
CO
MB
INA
TIO
N S
TR
AIG
HT
AN
DC
OM
BIN
AT
ION
LE
FT
AN
D
RIG
HT
TU
RN
AR
RO
W
CO
MB
INA
TIO
N L
EF
T A
ND
ST
RA
IGH
T
AN
D R
IGH
T T
UR
N A
RR
OW
ST
RA
IGH
T A
RR
OW
SYMBOLS AND WORD MESSAGES
SYMBOLS AND WORD MESSAGES
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
F
ENGLISH STANDARD DRAWING FOR
3"-12"
24
"
36"
3"-12"
12
"
18"
24
" Y
IEL
D L
INE
SY
MB
OL
12
" Y
IEL
D L
INE
SY
MB
OL
10’-2"
3’-4
"
7’-9
"
12
"
3’-4
"
6’-0
"
6’-0
"
6’-0
"6
’-0
"
4’-0
"
BIC
YC
LE
LA
NE
SY
MB
OL
S
10
"
24"
2"
5"
2"
6"
ENGLISH STANDARD DRAWING FOR
BIC
YC
LE
DE
TE
CT
OR
SY
MB
OL
U-T
UR
N A
RR
OW
LE
FT
3’-4
"
9’-4
"
6’-0
"
SH
AR
ED
LA
NE
SY
MB
OL
1-12
1-12
1205.0
81205.0
8
SH
EE
T O
F2
8
2 8
US
E O
N 1
2’ A
ND
AB
OV
E L
AN
ES
US
E O
N U
ND
ER
12’ L
AN
ES
SY
MB
OL
S A
RE
RE
QU
IRE
D T
O B
E A
PP
RO
VE
D B
Y T
HE
DE
PA
RT
ME
NT
.
TH
ER
EF
OR
E S
LIG
HT
VA
RIA
NC
ES
AR
E A
CC
EP
TA
BL
E, H
OW
EV
ER
, AL
L
TH
RU
8). S
YM
BO
L D
IME
NS
ION
S C
AN
VA
RY
AM
ON
G M
AN
UF
AC
TU
RE
RS
,
HIG
HW
AY
SIG
NS
AN
D P
AV
EM
EN
T M
AR
KIN
GS
", (R
EF
ER
TO
SH
EE
TS
5
4- C
ON
FO
RM
AL
L S
YM
BO
LS
TO
TH
E F
HW
A "
ST
AN
DA
RD
AL
PH
AB
ET
S F
OR
UN
LE
SS
AP
PR
OV
ED
BY
TH
E E
NG
INE
ER
.
EX
PA
NS
ION
JO
INT
S O
N P
OR
TL
AN
D C
EM
EN
T C
ON
CR
ET
E P
AV
EM
EN
TS
,
3- D
O N
OT
PL
AC
E P
AV
EM
EN
T M
AR
KIN
G S
YM
BO
LS
AC
RO
SS
TR
AN
SV
ER
SE
IN
TO
IN
TE
RS
EC
TIO
N A
RE
AS
.
2- D
O N
OT
LO
CA
TE
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S A
S T
O E
NC
RO
AC
H
1- U
SE
TH
E C
OL
OR
WH
ITE
FO
R A
LL
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S.
GE
NE
RA
L N
OT
ES
:
SYMBOLS AND WORD MESSAGES
SYMBOLS AND WORD MESSAGES
PAVEMENT MARKINGS
PAVEMENT MARKINGS
MU
LT
I-LA
NE
WID
TH
"S
CH
OO
L"
O.C
.
O.C
.
PAVEMENT MARKINGS
PAVEMENT MARKINGS
SYMBOLS AND WORD MESSAGES
SYMBOLS AND WORD MESSAGES
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
81205.0
8
1-12
1-12
3 8
3 8
LE
TT
ER
HE
IG
HT
= 1
0’ M
IN
.
LE
TT
ER
WID
TH
= 2
0’’
24’’ W
HIT
E T
RA
NS
VE
RS
E B
AN
D
10’ MIN. 7’-6’’
24’’ W
HIT
E T
RA
NS
VE
RS
E B
AN
D
14
’-2
’’ M
IN
. TO
22
’-6
" M
AX
.
7’-6’’
CE
NT
ER
TE
XT
IN L
AN
ES
SP
AC
ING
= 1
0’’ M
IN./3
0’’ M
AX
. (US
E E
QU
AL
SP
AC
ING
BE
TW
EE
N L
ET
TE
RS
)
SIN
GL
E L
AN
E W
IDT
H "
SC
HO
OL
"
14
’-2
’’ M
IN
. TO
22
’-6
" M
AX
.
(F
EE
T)
WID
TH
OF
"X
" (
FE
ET
)
LA
NE
WID
TH
8’-4’’
4’’
12’’
6’’
6’’
16’’
4’’ 16’’
7’-0
’’
16’’
16’’
8’’
8’’
TY
P.
6’-0’’
11�’’
2�’’
TR
AN
SV
ER
SE
BA
ND
24’’ W
HIT
E
8’<
W<
9’
9’<
W<
12
’
W>
12
’1
0’
8’
7’
50’
24’’ W
HIT
E
TR
AN
SV
ER
SE
BA
ND
LA
NE
WID
TH
O.C
.
LA
NE
CL
16’’
7’
48’
20’
6’ 7’
14’
O.C
.
WH
ITEALIGN "R" WITH "X"
14’
WID
TH
OF
"X
"
CE
NT
ER
TE
XT
IN L
AN
E
8’-4"8’-4"
LE
TT
ER
WID
TH
= 1
6’’
LE
TT
ER
HE
IG
HT
= 8
’-4
’’
SP
AC
ING
= 4
’’ MIN
./8’’ M
AX
. (US
E E
QU
AL
SP
AC
ING
BE
TW
EE
N L
ET
TE
RS
)
27’
27’
24’’ W
HIT
E T
RA
NS
VE
RS
E B
AN
D
24’’ W
HIT
E T
RA
NS
VE
RS
E B
AN
D
O.C
.
O.C
.
8’-4"
RA
ILR
OA
D R
XR
SY
MB
OL
PA
RT
7 O
F T
HE
MU
TC
D M
AY
AL
SO
BE
US
ED
.
NO
TE
: TH
E T
WO
-LA
NE
PA
VE
ME
NT
MA
RK
ING
DIM
EN
SIO
NS
OF
"S
CH
OO
L" S
HO
WN
IN
PAVEMENT MARKINGS
PAVEMENT MARKINGS
SP
EE
D L
IM
IT
WO
RD
SY
MB
OL
S
BE
TW
EE
N
DIS
TA
NC
E "
D"
(M
PH
)
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
81205.0
8
10
’-4
’’
4’’
16’’
16’’
16’’
12’’
16’’
16’’
8’-4’’
8’’
8’’
8’’
4’’
9’-4’’
16’’
16’’
16’’
16’’
16’’
8’-4’’
4’’
12’’
8’’
8’’
LE
TT
ER
HE
IGH
T=
8’-4
’’
LE
TT
ER
WID
TH
=1
6’’
LE
TT
ER
SP
AC
ING
=8’’
7’-4’’
8’-4’’
8’-4’’
16’’
16’’
16’’
16’’
16’’
8’-1
0’’
6’’
6’’
8’’
6’’
LE
TT
ER
HE
IGH
T=
8’-4
’’
LE
TT
ER
WID
TH
=1
6’’
LE
TT
ER
SP
AC
ING
=8’’
7’-4’’
8’-4’’
LE
TT
ER
HE
IGH
T=
8’-4
’’
LE
TT
ER
WID
TH
=1
6’’
LE
TT
ER
SP
AC
ING
=8’’
7’-4’’
8’-4’’
LA
NE
WID
TH
LA
NE
WID
TH
’’D’’’’D’’
’’D’’
DIR
EC
TIO
N O
F T
RA
VE
L
WO
RD
S A
RE
CE
NT
ER
ED
IN T
RA
VE
L L
AN
E
NE
CE
SS
AR
Y F
OR
OP
TIC
AL
SP
AC
ING
DIS
TA
NC
E "
D" M
AY
BE
AD
JU
ST
ED
AS
35 O
R L
ES
S
40
- 5
0
55
- 6
0
65
OR
GR
EA
TE
R100’
80’
60’
40’
1-12
1-12
4 8
4 8
SYMBOLS AND WORD MESSAGES
SYMBOLS AND WORD MESSAGES
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
81205.0
8
1-12
1-12
5 8
5 8
SYMBOLS AND WORD MESSAGES
SYMBOLS AND WORD MESSAGES
7- F
OR
6’ H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
11
�" (
US
E 2
�" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
6- F
OR
10’ H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
20" (
US
E 5
" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
5- F
OR
8’-4" H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
16" (
US
E 4
" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
’R’ S
YM
BO
L A
ND
TH
E T
WO
-LA
NE
10’ S
CH
OO
L S
YM
BO
L.
4- S
TA
ND
AR
D C
HA
RA
CT
ER
HE
IGH
TS
AR
E 8
’-4". E
XC
EP
T F
OR
TH
E 6
’ RA
ILR
OA
D
(O
PT
IC
AL
SP
AC
IN
G M
AY
BE
US
ED
).
3- S
PA
CE
1 U
NIT
(MIN
.) BE
TW
EE
N C
HA
RA
CT
ER
S O
R A
S O
TH
ER
WIS
E S
HO
WN
2- V
ER
TIC
AL
ST
RO
KE
S A
RE
1 U
NIT
WID
E, H
OR
IZO
NT
AL
ST
RO
KE
S A
RE
4 U
NIT
S H
IGH
.
LE
TT
ER
"I" A
ND
TH
E N
UM
BE
R "
1" W
HIC
H A
RE
1 U
NIT
WID
E).
1- S
TA
ND
AR
D C
HA
RA
CT
ER
S A
RE
25 G
RID
UN
ITS
HIG
H A
ND
4 U
NIT
S W
IDE
(EX
CE
PT
GE
NE
RA
L N
OT
ES
:
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
81205.0
8
1-12
1-12
6 8
6 8
SYMBOLS AND WORD MESSAGES
SYMBOLS AND WORD MESSAGES
7- F
OR
6’ H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
11
�" (
US
E 2
�" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
6- F
OR
10’ H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
20" (
US
E 5
" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
5- F
OR
8’-4" H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
16" (
US
E 4
" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
’R’ S
YM
BO
L A
ND
TH
E T
WO
-LA
NE
10’ S
CH
OO
L S
YM
BO
L.
4- S
TA
ND
AR
D C
HA
RA
CT
ER
HE
IGH
TS
AR
E 8
’-4". E
XC
EP
T F
OR
TH
E 6
’ RA
ILR
OA
D
(O
PT
IC
AL
SP
AC
IN
G M
AY
BE
US
ED
).
3- S
PA
CE
1 U
NIT
(MIN
.) BE
TW
EE
N C
HA
RA
CT
ER
S O
R A
S O
TH
ER
WIS
E S
HO
WN
2- V
ER
TIC
AL
ST
RO
KE
S A
RE
1 U
NIT
WID
E, H
OR
IZO
NT
AL
ST
RO
KE
S A
RE
4 U
NIT
S H
IGH
.
LE
TT
ER
"I" A
ND
TH
E N
UM
BE
R "
1" W
HIC
H A
RE
1 U
NIT
WID
E).
1- S
TA
ND
AR
D C
HA
RA
CT
ER
S A
RE
25 G
RID
UN
ITS
HIG
H A
ND
4 U
NIT
S W
IDE
(EX
CE
PT
GE
NE
RA
L N
OT
ES
:
PAVEMENT MARKINGS
HIGHWAY PAVEMENT MARKING (USDOT-FHWA)
STANDARD ALPHABET AND SYMBOLS FOR
PAVEMENT MARKINGS
HIGHWAY PAVEMENT MARKING (USDOT-FHWA)
STANDARD ALPHABET AND SYMBOLS FOR
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
81205.0
8
1-12
1-12
7 8
7 8
7- F
OR
6’ H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
11
�" (
US
E 2
�" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
6- F
OR
10’ H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
20" (
US
E 5
" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
5- F
OR
8’-4" H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
16" (
US
E 4
" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
’R’ S
YM
BO
L A
ND
TH
E T
WO
-LA
NE
10’ S
CH
OO
L S
YM
BO
L.
4- S
TA
ND
AR
D C
HA
RA
CT
ER
HE
IGH
TS
AR
E 8
’-4". E
XC
EP
T F
OR
TH
E 6
’ RA
ILR
OA
D
(O
PT
IC
AL
SP
AC
IN
G M
AY
BE
US
ED
).
3- S
PA
CE
1 U
NIT
(MIN
.) BE
TW
EE
N C
HA
RA
CT
ER
S O
R A
S O
TH
ER
WIS
E S
HO
WN
2- V
ER
TIC
AL
ST
RO
KE
S A
RE
1 U
NIT
WID
E, H
OR
IZO
NT
AL
ST
RO
KE
S A
RE
4 U
NIT
S H
IGH
.
LE
TT
ER
"I" A
ND
TH
E N
UM
BE
R "
1" W
HIC
H A
RE
1 U
NIT
WID
E).
1- S
TA
ND
AR
D C
HA
RA
CT
ER
S A
RE
25 G
RID
UN
ITS
HIG
H A
ND
4 U
NIT
S W
IDE
(EX
CE
PT
GE
NE
RA
L N
OT
ES
:
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
81205.0
8
1-12
1-12
8 8
8 8
SYMBOLS AND WORD MESSAGES
SYMBOLS AND WORD MESSAGES
7- F
OR
6’ H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
11
�" (
US
E 2
�" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
6- F
OR
10’ H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
20" (
US
E 5
" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
5- F
OR
8’-4" H
IG
H C
HA
RA
CT
ER
S, T
HE
WID
TH
IS
16" (
US
E 4
" F
OR
EA
CH
GR
ID
SQ
UA
RE
).
’R’ S
YM
BO
L A
ND
TH
E T
WO
-LA
NE
10’ S
CH
OO
L S
YM
BO
L.
4- S
TA
ND
AR
D C
HA
RA
CT
ER
HE
IGH
TS
AR
E 8
’-4". E
XC
EP
T F
OR
TH
E 6
’ RA
ILR
OA
D
(O
PT
IC
AL
SP
AC
IN
G M
AY
BE
US
ED
).
3- S
PA
CE
1 U
NIT
(MIN
.) BE
TW
EE
N C
HA
RA
CT
ER
S O
R A
S O
TH
ER
WIS
E S
HO
WN
2- V
ER
TIC
AL
ST
RO
KE
S A
RE
1 U
NIT
WID
E, H
OR
IZO
NT
AL
ST
RO
KE
S A
RE
4 U
NIT
S H
IGH
.
LE
TT
ER
"I" A
ND
TH
E N
UM
BE
R "
1" W
HIC
H A
RE
1 U
NIT
WID
E).
1- S
TA
ND
AR
D C
HA
RA
CT
ER
S A
RE
25 G
RID
UN
ITS
HIG
H A
ND
4 U
NIT
S W
IDE
(EX
CE
PT
GE
NE
RA
L N
OT
ES
:
LE
GE
ND
PAINTED ISLANDS
PAVEMENT MARKINGS
PAVEMENT MARKINGS
PAINTED ISLANDS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.0
91205.0
9
1 1
1 1
WH
ITE
DIA
GO
NA
L L
INE
S
(CH
EV
RO
N)
WH
ITE
GO
RE
LIN
ES
1
2
1
2
(2:1
SL
OP
E)
DIA
GO
NA
L L
INE
S
YE
LL
OW
CE
NT
ER
LIN
ES
DO
UB
LE
YE
LL
OW
ME
DIA
N S
ID
E E
.O.T
.
OR
SH
OU
LD
ER
OU
TS
ID
E E
.O.T
.
OR
SH
OU
LD
ER
2
1
(2:1
SL
OP
E)
DIA
GO
NA
L L
INE
WH
ITE
ED
GE
LIN
E
WH
ITE
ED
GE
LIN
E
YE
LL
OW
(2:1
SL
OP
E)
DIA
GO
NA
L L
INE
S
YE
LL
OW
2
1
CL
1-12
1-12
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
E.O
.T.=
ED
GE
OF
TR
AV
EL
ME
DIA
N IS
LA
ND
SE
PA
RA
TIN
G T
RA
FF
IC IN
OP
PO
SIN
G D
IRE
CT
ION
S
CH
AN
NE
LIZ
ING
ISL
AN
D S
EP
AR
AT
ING
TR
AF
FIC
IN S
AM
E D
IRE
CT
ION
ED
GE
OF
PA
VE
ME
NT
OR
SH
OU
LD
ER
ISL
AN
D
"D"
"D
"
"D
"
MA
Y B
E A
DJU
ST
ED
AS
DE
TE
RM
INE
D B
Y T
HE
EN
GIN
EE
R.
3- A
DJU
ST
SP
AC
ING
OF
DIA
GO
NA
LS
DE
PE
ND
ING
ON
TH
E L
EN
GT
H O
F T
HE
ISL
AN
D. S
PA
CIN
G
2- IN
CR
EA
SE
SP
AC
ING
OF
DIA
GO
NA
LS
TO
200’ O
R M
OR
E O
N IN
TE
RS
TA
TE
RO
AD
WA
YS
.
1- "
D" =
SP
AC
IN
G O
F D
IA
GO
NA
L L
IN
ES
(T
YP
IC
AL
LY
EQ
UA
L I
N F
EE
T T
O T
HE
PO
ST
ED
SP
EE
D L
IM
IT
).
GE
NE
RA
L N
OT
ES
:
SCHOOL
SCHOOL
SCHOOL
SCHOOL
SCHOOL SCHOOL
SCHOOLSCHOOL
SCHOOL
SCHOOL
PAVEMENT MARKINGS
PAVEMENT MARKINGS
SCHOOL AREAS
SCHOOLSCHOOL
SCHOOLSCHOOL
SCHOOLSCHOOL
SCHOOLSCHOOL
SCHOOL
SCHOOL
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.1
01205.1
0
1 1
1 1
SC
HO
OL
BU
ILD
ING
SC
HO
OL
BU
ILD
ING
SC
HO
OL
BU
ILD
ING
SC
HO
OL
BU
ILD
ING
SC
HO
OL
BU
ILD
ING
SC
HO
OL
BU
ILD
ING
SC
HO
OL
BU
ILD
ING
VIS
IBIL
ITY
CR
OS
SW
AL
KS
MA
Y B
E U
SE
D.
RE
QU
IRE
D IN
SC
HO
OL
AR
EA
S, H
IGH
WH
ER
E P
ED
ES
TR
IAN
CR
OS
SW
AL
KS
AR
E
PLPL
1-12
1-12
SCHOOL AREAS
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
(DIV
IDE
D A
ND
UN
DIV
IDE
D)
SIX
-LA
NE
RO
AD
WA
Y
WIT
H T
WO
-WA
Y L
EF
T T
UR
N L
AN
E
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
TW
O-W
AY
LE
FT
TU
RN
LA
NE
FO
UR
-LA
NE
RO
AD
WA
Y W
ITH
(DIV
IDE
D A
ND
UN
DIV
IDE
D)
FO
UR
-LA
NE
RO
AD
WA
Y
TW
O-W
AY
LE
FT
TU
RN
LA
NE
SIX
-LA
NE
RO
AD
WA
Y W
ITH
100’ M
IN
.
50
0’ M
AX
.5
00
’ MA
X.
100’ M
IN
.
TY
PIC
AL
MA
RK
ING
PL
AC
EM
EN
T
SY
MB
OL
S &
CH
AR
AC
TE
RS
PA
VE
ME
NT
MA
RK
ING
LE
GE
ND
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
SCHOOL
PLP
RO
PE
RT
Y L
INE
3- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
G 1
20
5.0
8 F
OR
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
WH
EN
TW
O-L
AN
E W
IDT
H M
ES
SA
GE
S A
RE
US
ED
ON
TW
O-L
AN
E, T
WO
WA
Y R
OA
DW
AY
S.
SC
HO
OL
AR
EA
. EX
TE
ND
24" W
HIT
E T
RA
NS
VE
RS
E L
INE
S A
CR
OS
S E
NT
IRE
RO
AD
2- E
XT
EN
D 2
4" W
HIT
E T
RA
NS
VE
RS
E L
INE
S A
CR
OS
S A
LL
AP
PR
OA
CH
LA
NE
S T
O T
HE
1- S
ING
LE
LA
NE
WID
TH
"S
CH
OO
L" W
OR
D M
ES
SA
GE
S C
AN
BE
US
ED
IN E
AC
H A
PP
RO
AC
H L
AN
E.
GE
NE
RA
L N
OT
ES
:
RR
RR
RR
PAVEMENT MARKINGS
PAVEMENT MARKINGS
ST
OP
BA
R L
OC
AT
ION
RAILROAD CROSSINGS
RAILROAD CROSSINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.1
11205.1
1
1 4
1 4
(F
EE
T)
PL
AC
EM
EN
T D
IST
AN
CE
AD
VA
NC
E W
AR
NIN
G S
IGN
PO
ST
ED
OR
85 P
ER
CE
NT
IL
E
SP
EE
D (M
PH
)
"D
"
4
5
5
0
5
5
6
0
6
5
RR
RR
OR OR
15
FE
ET
IN A
DV
AN
CE
OF
TH
E N
EA
RE
ST
RA
IL
8 F
EE
T IN
AD
VA
NC
E O
F S
IGN
AL
S W
ITH
OU
T G
AT
ES
, BU
T N
O
CL
OS
ER
TH
AN
15
FE
ET
TO
TH
E N
EA
RE
ST
RA
IL.
8 F
EE
T IN
AD
VA
NC
E O
F G
AT
ES
, BU
T N
O C
LO
SE
R
TH
AN
15 F
EE
T T
O T
HE
NE
AR
ES
T R
AIL
.
12
5*
*
17
5*
*
25
0*
*
32
5*
*
40
0*
*
35
10
’ M
IN
.5
0’ M
IN
.
W1
0-1
ME
ET
SIG
HT
DIS
TA
NC
E R
EQ
UIR
EM
EN
TS
).
SY
MB
OL
(OR
LO
NG
ER
AS
RE
QU
IRE
D T
O
LE
AS
T 1
0 F
T. P
AS
T T
HE
RA
ILR
OA
D
EX
TE
ND
YE
LL
OW
CE
NT
ER
LIN
E A
T
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S
RA
ILR
OA
D T
RA
CK
S
ST
OP
BA
R
24’’ W
HIT
E
50
’ M
IN
.
W1
0-1
BE
AD
JU
ST
ED
FO
R A
SIG
N L
EG
IB
IL
IT
Y D
IS
TA
NC
E O
F 2
50
FT
.
AN
AD
EQ
UA
TE
AD
VA
NC
E W
AR
NIN
G F
OR
TH
E D
RIV
ER
. PL
AC
EM
EN
T M
AY
NE
ED
TO
** T
HE
PL
AC
EM
EN
T L
OC
AT
ION
IS D
EP
EN
DE
NT
ON
SIT
E C
ON
DIT
ION
S T
O P
RO
VID
E
ST
AT
ION
AR
Y S
IGN
1-12
1-12
"D
"
"D
"
LE
GE
ND
4
0
47
5*
*
24’’ W
HIT
E
ST
OP
BA
R
WA
RN
IN
G S
IG
N (
W1
0-1
).
DIR
EC
TL
Y O
PP
OS
ITE
TH
E A
DV
AN
CE
RA
ILR
OA
D
A P
OR
TIO
N O
F T
HE
"X
" S
YM
BO
L S
HO
UL
D B
E
TH
E M
UT
CD
FO
R A
DD
ITIO
NA
L G
UID
AN
CE
.
OT
HE
R IN
ST
AL
LE
D D
EV
ICE
S P
RO
VID
E S
UIT
AB
LE
WA
RN
ING
AN
D C
ON
TR
OL
. RE
FE
R T
O P
AR
T 8
OF
SP
EE
D IS
LE
SS
TH
AN
40 M
PH
OR
IN U
RB
AN
AR
EA
S IF
AN
EN
GIN
EE
RIN
G S
TU
DY
IND
ICA
TE
S T
HA
T
* A
DV
AN
CE
PA
VE
ME
NT
MA
RK
ING
S S
HA
LL
NO
T R
EQ
UIR
ED
WH
EN
TH
E P
OS
TE
D O
R S
TA
TU
TO
RY
HIG
HW
AY
**
*100
7- R
EF
ER
TO
"M
AN
UA
L O
N U
NIF
OR
M T
RA
FF
IC C
ON
TR
OL
DE
VIC
ES
" O
R S
IGN
ING
PL
AN
S F
OR
AD
DIT
ION
AL
WA
RN
ING
SIG
NS
.
6- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
G 1
20
5.0
8 F
OR
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
5- E
XT
EN
D C
EN
TE
R L
INE
S B
EY
ON
D T
HE
ST
OP
BA
RS
AT
"R
XR
" C
RO
SS
ING
WIT
H S
IGN
IFIC
AN
T R
OA
DW
AY
CU
RB
AP
PR
OA
CH
.
4- C
EN
TE
R T
HE
"R
XR
" S
YM
BO
L A
CR
OS
S T
HE
EN
TIR
E R
OA
DW
AY
FO
R R
OA
DW
AY
S T
HA
T A
RE
LE
SS
TH
AN
16
FE
ET
IN W
IDT
H.
3- P
OS
ITIO
N A
LL
TR
AN
SV
ER
SE
BA
ND
S A
ND
ST
OP
BA
RS
PE
RP
EN
DIC
UL
AR
TO
TH
E C
EN
TE
RL
INE
OF
TH
E R
OA
DW
AY
.
CE
NT
ER
LIN
ES
OR
ED
GE
LIN
ES
DO
NO
T E
XIS
T.
OR
PO
SIT
ION
TH
E M
AR
KIN
GS
TO
AC
CO
MM
OD
AT
E F
UT
UR
E P
LA
CE
ME
NT
OF
ED
GE
LIN
E A
ND
CE
NT
ER
LIN
E P
AV
EM
EN
T M
AR
KIN
GS
WH
ER
E
2- E
XT
EN
D "
RX
R" S
YM
BO
L M
AR
KIN
GS
6 IN
CH
ES
FR
OM
TH
E E
DG
E O
F P
AV
EM
EN
T T
O 8
INC
HE
S F
RO
M T
HE
CE
NT
ER
LIN
E O
F T
HE
RO
AD
WA
Y
HIG
HW
AY
SP
EE
D IS
40
MP
H O
R G
RE
AT
ER
.
SIG
NA
LS
OR
AU
TO
MA
TIC
GA
TE
S A
RE
LO
CA
TE
D, A
ND
AT
AL
L O
TH
ER
GR
AD
E C
RO
SS
ING
S W
HE
RE
TH
E P
OS
TE
D O
R S
TA
TU
TO
RY
1- ID
EN
TIC
AL
MA
RK
ING
S S
HA
LL
BE
PL
AC
ED
IN E
AC
H A
PP
RO
AC
H L
AN
E O
N A
LL
PA
VE
D A
PP
RO
AC
HE
S T
O G
RA
DE
CR
OS
SIN
GS
WH
ER
E
GE
NE
RA
L N
OT
ES
:
R
R
SIG
N C
ON
TR
OL
LE
D.
TH
IS A
PP
RO
AC
H IS
ST
OP
SY
MB
OL
IS N
OT
RE
QU
IRE
D IF
ON
SP
EE
D L
IMIT
OF
AP
PR
OA
CH
.
MA
Y B
E R
EQ
UIR
ED
DE
PE
ND
ING
TH
IS A
DD
ITIO
NA
L S
YM
BO
L
RR
RR
RR
RR
RR
RA
ILR
OA
D L
ES
S T
HA
N 4
0 F
T. F
RO
M IN
TE
RS
EC
TIO
NR
AIL
RO
AD
LE
SS
TH
AN
40
FT
. FR
OM
INT
ER
SE
CT
ION
RA
ILR
OA
D M
OR
E T
HA
N 7
5 F
T. F
RO
M IN
TE
RS
EC
TIO
NR
AIL
RO
AD
MO
RE
TH
AN
75 F
T. F
RO
M IN
TE
RS
EC
TIO
N
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RAILROAD CROSSINGS
RAILROAD CROSSINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.1
11205.1
1
2 4
2 4
UN
DE
R
40’
UN
DE
R
4
0’
R
RR
R
OV
ER
75
’
OV
ER
75
’
1-12
1-12
RR
RR
RR
RR
RR
RRRR
RRRR
RR
RR
RA
ILR
OA
D 4
0 T
O 7
5 F
T. F
RO
M IN
TE
RS
EC
TIO
NR
AIL
RO
AD
40
TO
75
FT
. FR
OM
INT
ER
SE
CT
ION
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RAILROAD CROSSINGS
RAILROAD CROSSINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.1
11205.1
1
3 4
3 4
DIS
TA
NC
E
OM
IT
TR
AN
SV
ER
SE
BA
RS
LE
SS
TH
AN
75’
MO
RE
TH
AN
40’
OM
IT S
TO
PB
AR
IF
IN
SU
FF
IC
IE
NT
ST
OP
SIG
N C
ON
TR
OL
LE
D.
IF
TH
IS
AP
PR
OA
CH
IS
SY
MB
OL
NO
T R
EQ
UIR
ED
MO
RE
TH
AN
40’
LE
SS
TH
AN
75’
DIS
TA
NC
E
OM
IT S
TO
PB
AR
IF
IN
SU
FF
IC
IE
NT
OM
IT
TR
AN
SV
ER
SE
BA
RS
75’ T
YP
.
12
05
.09
FO
R Y
EL
LO
W P
AIN
TE
D IS
LA
ND
S
RE
FE
R T
O R
OA
DW
AY
ST
AN
DA
RD
DR
AW
ING
75’ T
YP
.1-12
1-12
TU
RN
LA
NE
DIS
CO
NT
INU
ED
AC
RO
SS
TR
AC
KS
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
WIT
H C
EN
TE
R
TU
RN
LA
NE
CO
NT
INU
ED
AC
RO
SS
TR
AC
KS
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
WIT
H C
EN
TE
R
RR
RR
RRRR
RR
RR
RR RR
RR
RR RRRRRR
RRRRRRRR
RRRR
(NO
CE
NT
ER
TU
RN
-LA
NE
)
TU
RN
LA
NE
S A
T R
AIL
RO
AD
CR
OS
SIN
G
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RAILROAD CROSSINGS
RAILROAD CROSSINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.1
11205.1
1
4 4
4 4
12
05
.09
FO
R Y
EL
LO
W P
AIN
TE
D IS
LA
ND
S
RE
FE
R T
O R
OA
DW
AY
ST
AN
DA
RD
DR
AW
ING
75’ T
YP
.
75’ T
YP
.
TA
PE
R.
FA
LL
S W
ITH
IN A
TU
RN
LA
NE
TU
RN
LA
NE
IF "
R X
R" S
YM
BO
L
OM
IT T
HE
SY
MB
OL
IN T
HE
1-12
1-12
3-L
AN
E, 2
-WA
Y R
OA
DW
AY
LA
NE
DIS
CO
NT
INU
ED
AC
RO
SS
TR
AC
KS
MU
LT
I-LA
NE
RO
AD
WA
Y W
ITH
CE
NT
ER
TU
RN
LA
NE
CO
NT
INU
ED
AC
RO
SS
TR
AC
KS
MU
LT
I-LA
NE
RO
AD
WA
Y W
ITH
CE
NT
ER
TU
RN
1 1
1 1
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1205.1
21205.1
2
CL
EA
R R
OA
DW
AY
WID
TH
> 2
5 F
T.
18 F
T. <
CL
EA
R R
OA
DW
AY
WID
TH
< 2
5 F
T.
CL
EA
R R
OA
DW
AY
WID
TH
< 1
8 F
T.
48
’’ X 4
8’’
W5
-2
NA
RR
OW
BR
IDG
EW
5-2
A
48
’’ X 4
8’’
48
’’ X 4
8’’
W5
-3
BR
IDG
E
ON
E L
AN
E
NA
RR
OW
BR
IDG
E
W5
-2A
48
’’ X 4
8’’
BR
IDG
E
ON
E L
AN
E48
’’ X 4
8’’
W5
-3
NO
PA
SS
ING
ZO
NE
S)
RE
QU
IRE
D F
OR
PA
SS
ING
&
(DO
UB
LE
OR
SIN
GL
E A
S
YE
LL
OW
CE
NT
ER
LIN
ES
WH
ITE
ED
GE
LIN
ES
NO
PA
SS
ING
ZO
NE
AT
BR
IDG
E A
PP
RO
AC
H
TY
PIC
AL
FO
R B
OT
H S
IDE
S
30
0’ M
IN
.
50
0’ +
/-
DO
UB
LE
YE
LL
OW
CE
NT
ER
LIN
ES
ON
BR
IDG
E
AL
ON
G E
DG
E L
INE
S @
20
’ SP
AC
ING
CR
YS
TA
L/C
RY
ST
AL
PA
VE
ME
NT
MA
RK
ER
S
AL
ON
G C
EN
TE
R L
INE
@ 4
0’ S
PA
CIN
G
YE
LL
OW
/YE
LL
OW
PA
VE
ME
NT
MA
RK
ER
S
50
0’ +
/-
48
’’ X 4
8’’
W5
-2
500’ +
/-
30
0’ T
AP
ER
NO
PA
SS
ING
ZO
NE
30
0’ M
IN
.
30
0’ M
IN
.
NO
PA
SS
ING
ZO
NE
50
0’ +
/-
RE
FE
R T
O R
OA
DW
AY
ST
AN
DA
RD
1205.0
9
FO
R W
HIT
E P
AIN
TE
D IS
LA
ND
S
@ 2
0’ S
PA
CIN
G
AL
ON
G E
DG
E L
INE
S
PA
VE
ME
NT
MA
RK
ER
S
CR
YS
TA
L/C
RY
ST
AL
NO
CE
NT
ER
LIN
E M
AR
KIN
G
WH
ITE
ED
GE
LIN
ES
WH
IT
E
DIA
GO
NA
L L
INE
S
(DO
UB
LE
OR
SIN
GL
E A
S
RE
QU
IRE
D F
OR
PA
SS
ING
&
NO
PA
SS
ING
ZO
NE
S) ED
GE
LIN
ES
WH
ITE
YE
LL
OW
CE
NT
ER
LIN
ES
300’ T
AP
ER
LE
GE
ND
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
ST
AT
ION
AR
Y S
IGN
YE
LL
OW
/YE
LL
OW
PA
VE
ME
NT
MA
RK
ER
CR
YS
TA
L/C
RY
ST
AL
PA
VE
ME
NT
MA
RK
ER
SE
E G
EN
ER
AL
NO
TE
2
--O
R
--O
R
2
SE
E G
EN
ER
AL
NO
TE
PAVEMENT MARKINGS
BRIDGES
PAVEMENT MARKINGS
BRIDGES
1-12
1-12
WID
TH
IS L
ES
S T
HA
N T
HE
WID
TH
OF
TH
E A
PP
RO
AC
H P
AV
EM
EN
T P
LU
S 2
FE
ET
.
2- F
OR
BR
IDG
ES
18 T
O 2
5 F
EE
T W
IDE
, SIG
NS
MU
ST
BE
US
ED
WH
EN
TH
E C
LE
AR
RO
AD
WA
Y
SIG
HT
DIS
TA
NC
ES
AS
DE
TE
RM
INE
D B
Y T
HE
EN
GIN
EE
R.
1- N
O P
AS
SIN
G Z
ON
ES
SH
OW
N A
RE
MIN
IMU
MS
. AP
PL
Y M
INIM
UM
PA
SS
ING
AN
D S
TO
PP
ING
GE
NE
RA
L N
OT
ES
:
NA
RR
OW
BR
IDG
E
ST
AN
DA
RD
BR
IDG
E
ON
E-L
AN
E B
RID
GE
PAVEMENT MARKINGS
PAVEMENT MARKINGS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
F
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1-12
1-12
LA
NE
EN
DS
RIG
HT
LA
NE
EN
DS
W
ME
DIA
N
30
’
W
10
0’
10
0’
W
30
0’
30
0’
W W
W
W
WW W W
W
LE
FT
12
21
TA
PE
R (V
AR
IES
)
LA
NE
AD
DIT
ION
TR
AN
SIT
ION
(VA
RIE
S)
LA
NE
RE
DU
CT
ION
TR
AN
SIT
ION
(VA
RIE
S)
(48"X
48")
W4-2
L/W
4-2
R
(48"X
48")
W9-1
L/W
9-1
R
(48"X
48")
W4-2
R/W
4-2
L
(48"X
48")
W9-1
R/W
9-1
L
10
0’
10
0’
"D
"
SE
E N
OT
E 1
"D
"
SE
E N
OT
E 1
"D
"
SE
E N
OT
E 1
"D
"/4
30
0’
LA
NE
LIN
E
EN
D W
HIT
E S
KIP
"D
"
"D
"/4
LA
NE
LIN
ES
WH
ITE
SK
IP
SE
E N
OT
E 1
LIN
E
YE
LL
OW
ED
GE
LIN
E
WH
ITE
ED
GE
E.O
.T.
E.O
.T.
SH
OU
LD
ER
LIN
E
WH
ITE
ED
GE
DIA
GO
NA
LS
YE
LL
OW
CE
NT
ER
LIN
ES
DO
UB
LE
YE
LL
OW
ST
AR
T O
F T
AP
ER
BE
GIN
YE
LL
OW
ED
GE
LIN
E
EN
D D
OU
BL
E Y
EL
LO
W C
EN
TE
R L
INE
,
E.O
.T.
E.O
.T.
ST
AR
T O
F T
AP
ER
LA
NE
LIN
ES
WH
ITE
SK
IPS
HO
UL
DE
R
E.O
.T.
LIN
E
WH
ITE
ED
GE
BE
GIN
WH
ITE
SK
IP L
AN
E L
INE
LIN
ES
YE
LL
OW
ED
GE
SH
OU
LD
ER
LANE REDUCTIONS
(F
EE
T)
"D
"
SP
EE
D (M
PH
)
85
PE
RC
EN
TIL
E
PO
ST
ED
OR
LANE REDUCTIONS RO
AD
WA
Y T
O T
WO
-LA
NE
RO
AD
WA
Y
LE
FT
LA
NE
RE
DU
CT
IO
N, F
OU
R-L
AN
E
1205.1
3
SH
EE
T O
F1
1
1205.1
3
1 1
W =
WID
TH
OF
TR
AV
EL
LA
NE
S
TA
TIO
NA
RY
SIG
N
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
S
DIR
EC
TIO
N O
F T
RA
FF
IC F
LO
W
LE
GE
ND
35
40
45
50
60
5570
65
99
0
88
5
77
5
67
0
56
5
MU
LT
I-LA
NE
RO
AD
WA
Y W
ITH
RIG
HT
LA
NE
RE
DU
CT
ION
100’ T
YP
.
10
0’ T
YP
.
MIN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P
MIN
I-S
KIP
LIN
E
WH
IT
E 3
’-9
’/S
P
2- R
EF
ER
TO
RO
AD
WA
Y S
TA
ND
AR
D D
RA
WIN
GS
1205.0
1 A
ND
1205.0
8 F
OR
AD
DIT
ION
AL
PA
VE
ME
NT
MA
RK
ING
GU
IDA
NC
E.
1- R
EF
ER
TO
SIG
NIN
G P
LA
NS
OR
TA
BL
E "
A" F
OR
AD
VA
NC
E W
AR
NIN
G S
IGN
PL
AC
EM
EN
T D
IST
AN
CE
.
GE
NE
RA
L N
OT
ES
:
YE
LL
OW
FL
EX
IBL
E D
EL
INE
AT
OR
CR
YS
TA
L F
LE
XIB
LE
DE
LIN
EA
TO
R
PL
AC
EM
EN
T D
IST
AN
CE
AD
VA
NC
E W
AR
NIN
G S
IGN
20°
ME
RG
E A
RR
OW
1,1
00
1,2
00
1,2
50
20°
ME
RG
E A
RR
OW
30
0’
LA
NE
LIN
E
EN
D W
HIT
E S
KIP
75
1,3
50
TA
BL
E "
A"
GR
AD
ES
.
RO
AD
WA
YS
, MA
KE
CO
RR
EC
TIO
NS
FO
R
- DIS
TA
NC
ES
SH
OW
N A
RE
FO
R L
EV
EL
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1250.0
11250.0
1
1 3
1 3
1-12
1-12
TY
PE
OF
PA
VE
ME
NT
MA
RK
ING
40
40
20
205
GO
RE
LIN
ES
TA
PE
RS
PA
VE
ME
NT
MA
RK
ER
SP
AC
ING
CH
AR
T
TW
O-W
AY
RA
MP
CE
NT
ER
LIN
ES
RA
ISE
D M
ED
IAN
ISL
AN
DS
WR
ON
G W
AY
RA
MP
AR
RO
W
40
20
40
TY
PIC
AL
SP
AC
ING
(FT
)
ED
GE
LIN
E
CE
NT
ER
LIN
E
20
20
40
CE
NT
ER
LIN
ES
SK
IP
LIN
ES
SO
LID
LIN
ES
40
WH
ITE
YE
LL
OW
20
FT
. FO
R C
EN
TE
R L
IN
E
� NO
RM
AL
SP
AC
ING
WO
RK
ZO
NE
AP
PL
ICA
TIO
NS
AL
L O
TH
ER
DIV
ER
SIO
NS
40
LA
NE
DR
OP
AP
PR
OA
CH
ES
MIN
I-SK
IP L
INE
S A
T
TU
RN
LA
NE
S-
HO
RIZ
ON
TA
L C
UR
VE
S L
ES
S T
HA
N 6
°
AL
ON
G T
AN
GE
NT
SE
CT
ION
S A
ND
MIN
I-S
KIP
LIN
ES
80
40
HO
RIZ
ON
TA
L C
UR
VE
S >
6°
ED
GE
LIN
E
ON
E L
AN
E B
RID
GE
S-
NA
RR
OW
BR
IDG
ES
-
PA
INT
ED
ISL
AN
DS
-
2-L
AN
E, 2
-WA
Y O
N-S
ITE
DIV
ER
SIO
N
AL
ON
G T
HR
U L
AN
ES
-
SK
IP L
INE
S A
ND
CE
NT
ER
LIN
ES
24
24
RAISED PAVEMENT MARKERS
RAISED PAVEMENT MARKERS
6- M
AR
KE
RS
AR
E N
OT
RE
QU
IRE
D A
LO
NG
MIN
I-SK
IP L
INE
S IN
TA
PE
RS
.
MA
RK
ER
DU
RIN
G R
EP
AIN
TIN
G O
PE
RA
TIO
NS
.
BE
TW
EE
N T
HE
LIN
ES
AN
D T
HE
MA
RK
ER
TO
RE
DU
CE
OV
ER
SP
RA
YIN
G T
HE
CE
NT
ER
LIN
ES
MID
-WA
Y B
ET
WE
EN
TH
E L
INE
S. P
RO
VID
E A
GA
P
5- P
LA
CE
PA
VE
ME
NT
MA
RK
ER
S U
SE
D IN
CO
NJU
NC
TIO
N W
ITH
DO
UB
LE
YE
LL
OW
MA
RK
IN
G L
IN
ES
.
4- D
O N
OT
PL
AC
E P
AV
EM
EN
T M
AR
KE
RS
DIR
EC
TL
Y O
N P
AV
EM
EN
T
AL
LO
WE
D IN
BO
TH
DIR
EC
TIO
NS
.
LIN
ES
ON
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
S W
HE
RE
PA
SS
ING
IS
BE
TW
EE
N D
OU
BL
E Y
EL
LO
W C
EN
TE
R L
INE
S, A
ND
AL
ON
G Y
EL
LO
W S
KIP
PA
VE
ME
NT
CO
NS
TR
UC
TIO
N J
OIN
T (A
S F
EA
SIB
LE
), EX
CE
PT
WH
EN
PL
AC
ED
3- D
O N
OT
PL
AC
E P
AV
EM
EN
T M
AR
KE
RS
CL
OS
ER
TH
AN
3 IN
CH
ES
TO
A
CR
YS
TA
L/R
ED
MA
RK
ER
S A
LO
NG
TH
E E
NT
IRE
LE
NG
TH
OF
TH
E P
RO
JE
CT
.
OF
TH
E M
AR
KE
R T
O F
AC
E "
WR
ON
G-W
AY
" T
RA
FF
IC. W
HE
N U
SE
D, P
LA
CE
WH
ER
E W
RO
NG
-WA
Y M
OV
EM
EN
TS
AR
E P
OS
SIB
LE
. PO
SIT
ION
TH
E R
ED
SID
E
2- P
LA
CE
CR
YS
TA
L/R
ED
MA
RK
ER
S A
T IN
TE
RS
EC
TIO
NS
AN
D IN
TE
RC
HA
NG
ES
2 I
NC
HE
S F
RO
M T
HE
ED
GE
LIN
E O
N T
HE
TR
AF
FIC
SID
E.
TH
EY
AR
E R
EQ
UIR
ED
, SP
AC
E T
HE
M O
N 2
0 F
T. C
EN
TE
RS
, AN
D O
FF
SE
T
IF D
ES
IGN
AT
ED
IN T
HE
PL
AN
S O
R D
IRE
CT
ED
BY
TH
E E
NG
INE
ER
. WH
EN
1- M
AR
KE
RS
AR
E G
EN
ER
AL
LY
NO
T R
EQ
UIR
ED
AL
ON
G E
DG
E L
INE
S E
XC
EP
T
GE
NE
RA
L N
OT
ES
:
INTSTALLATION SPACING
INSTALLATION SPACING
LE
GE
ND
CR
YS
TA
L/R
ED
PA
VE
ME
NT
MA
RK
ER
YE
LL
OW
/YE
LL
OW
PA
VE
ME
NT
MA
RK
ER
SN
OW
PL
OW
AB
LE
RA
ISE
D P
AV
EM
EN
T M
AR
KE
RS
RA
ISE
D R
EF
LE
CT
IVE
PA
VE
ME
NT
MA
RK
ER
S
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1250.0
11250.0
1
2 3
2 3
FO
R S
PA
CIN
G R
ED
UC
TIO
NS
RE
FE
R T
O S
PA
CIN
G C
HA
RT
80’
15’
10’
WH
ITE
SK
IP
15’
20’
FR
OM
GO
RE
LIN
ES
MA
RK
ER
S O
FF
SE
T 2
’’
24’
MA
RK
ER
CE
NT
ER
ED
BE
TW
EE
N M
IN
I-S
KIP
LIN
ES
DIR
EC
TIO
N O
F T
RA
FF
IC
FL
OW
L CCL
MA
RK
ER
S C
EN
TE
RE
D
BE
TW
EE
N S
KIP
LIN
ES
6"
MA
RK
ER
S C
EN
TE
RE
D B
ET
WE
EN
DO
UB
LE
CE
NT
ER
LIN
ES
6"
80
’
FO
R S
PA
CIN
G R
ED
UC
TIO
NS
RE
FE
R T
O S
PA
CIN
G C
HA
RT
15’
BE
TW
EE
N D
OU
BL
E C
EN
TE
R L
INE
S
MA
RK
ER
S C
EN
TE
RE
D
TW
O-W
AY
LE
FT
TU
RN
LA
NE
S
UN
DIV
IDE
D R
OA
DW
AY
S
TW
O-L
AN
E, T
WO
-WA
Y R
OA
DW
AY
S
15’
80’
15’
15’
15’
1-12
1-12
10’-30’/S
P S
KIP
LIN
E
3’-9’/S
P M
IN
I-S
KIP
LIN
E
GO
RE
LIN
ES
YE
LL
OW
CE
NT
ER
LIN
ES
DE
TA
IL O
F P
AV
EM
EN
T M
AR
KE
R P
LA
CE
ME
NT
RAISED PAVEMENT MARKERS
RAISED PAVEMENT MARKERS
INSTALLATION SPACING
INSTALLATION SPACING
CE
NT
ER
LIN
ES
FO
R-
LE
GE
ND
AU
XIL
IAR
Y T
UR
N L
AN
ES
YE
LL
OW
PA
INT
ED
ISL
AN
DS
WH
IT
E P
AIN
TE
D I
SL
AN
DS
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1250.0
11250.0
1
3 3
3 3
1-12
1-12
40
’ SP
AC
ING
AL
ON
G
DO
UB
LE
YE
LL
OW
CE
NT
ER
LIN
ES
TH
E T
UR
N-L
AN
E.
PL
AC
ED
INS
IDE
OF
AL
ON
G L
AN
E L
INE
S
20’ S
PA
CIN
G
AL
ON
G W
HIT
E L
INE
S
20’ S
PA
CIN
G
CR
YS
TA
L/R
ED
PA
VE
ME
NT
MA
RK
ER
YE
LL
OW
/YE
LL
OW
PA
VE
ME
NT
MA
RK
ER
DIR
EC
TIO
N O
F T
RA
FF
IC F
LO
W
PA
VE
ME
NT
MA
RK
ING
SY
MB
OL
RAISED PAVEMENT MARKERS
RAISED PAVEMENT MARKERS
INSTALLATION SPACING
INSTALLATION SPACING
SID
E V
IEW
TO
P V
IEW
FR
ON
T V
IEW
RAISED PAVEMENT MARKERS
RAISED PAVEMENT MARKERS
PERMANENT AND TEMPORARY
PERMANENT AND TEMPORARY
PA
VE
ME
NT
SU
RF
AC
EP
AV
EM
EN
T S
UR
FA
CE
AP
PR
OV
ED
AD
HE
SIV
E
TY
PIC
AL
PA
VE
ME
NT
MA
RK
ER
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1251.0
11251.0
1
1 1
1 1
LE
NS
A L
EN
S B
YE
LL
OW
YE
LL
OW
CR
YS
TA
L R
ED
CR
YS
TA
L C
RY
ST
AL
4" M
IN
. - 5
" M
AX
.
2" MIN. - 4" MAX.
0.5" - 0.75"
25
° - 3
5°
LE
NS
B
LE
NS
A
1-12
1-12
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
LE
GE
ND
US
E I
N N
OR
TH
CA
RO
LIN
A C
ON
TA
CT
TH
E N
CD
OT
SIG
NIN
G A
ND
DE
LIN
EA
TIO
N U
NIT
.
2- F
OR
A C
OM
PL
ET
E L
IS
TIN
G O
F P
AV
EM
EN
T M
AR
KE
RS
AN
D A
DH
ES
IV
ES
AC
CE
PT
AB
LE
FO
R
1- U
SE
A M
IN
IM
UM
OF
2 S
QU
AR
E I
NC
HE
S F
OR
TH
E A
RE
A O
F E
AC
H R
EF
LE
CT
IV
E L
EN
S.
GE
NE
RA
L N
OT
ES
:
TO
P V
IEW
SID
E V
IEW
FR
ON
T V
IEW
TO
P V
IEW
FR
ON
T V
IEW
SID
E V
IEW
LE
NS
"A
"
LE
NS
"B
"
1 1
1 1
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1253.0
11253.0
1
TY
PIC
AL
PA
VE
ME
NT
MA
RK
ER
RE
FL
EC
TO
R
1-12
1-12W
EB
KE
EL
SU
RF
AC
E
AB
OV
E P
AV
EM
EN
T
�" M
AX
. PR
OJE
CT
IO
N
RE
FL
EC
TO
R
CA
ST
ING
WE
BK
EE
LK
EE
L
WE
B
CA
ST
ING
LE
VE
LIN
G L
UG
RE
FL
EC
TO
R
CR
YS
TA
L
YE
LL
OW
LE
NS
"A
"
RE
D
YE
LL
OW
LE
NS
"B
"
5�"
MA
X.
10
" M
AX
.A
PP
RO
VE
D B
Y T
HE
EN
GIN
EE
R.
MA
NU
FA
CT
UR
E O
F T
HE
MA
RK
ER
S A
ND
AN
D M
ET
HO
DS
RE
CO
MM
EN
DE
D B
Y T
HE
MO
UN
TE
D T
O C
AS
TIN
G W
ITH
AD
HE
SIV
E
WIT
H E
PO
XY
AD
HE
SIV
E
MO
UN
TE
D IN
SA
WC
UT
GR
OO
VE
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
AN
D P
RO
VID
E T
HE
RE
QU
IRE
D R
EF
LE
CT
IVIT
Y.
4- R
EF
LE
CT
OR
DIM
EN
SIO
NS
CA
N V
AR
Y, B
UT
DE
SIG
NE
D T
O F
IT IN
TH
E C
AS
TIN
G
3- C
ON
TA
CT
AL
L L
EV
EL
ING
LU
GS
TO
TH
E P
AV
EM
EN
T S
UR
FA
CE
.
2- S
AW
CU
T G
RO
OV
ES
TO
DIM
EN
SIO
NS
PR
OV
IDE
D B
Y T
HE
MA
NU
FA
CT
UR
ER
.
1- U
SE
A M
IN
IM
UM
OF
1.4
4+
/- S
Q. I
NC
H A
RE
A F
OR
EA
CH
RE
FL
EC
TIV
E L
EN
S.
GE
NE
RA
L N
OT
ES
:
LE
GE
ND
RAISED PAVEMENT MARKERS
SNOWPLOWABLE
RAISED PAVEMENT MARKERS
SNOWPLOWABLE
DE
LIN
EA
TO
R S
PA
CIN
G R
EQ
UIR
EM
EN
TS
FO
R P
ER
MA
NE
NT
AN
D C
ON
ST
RU
CT
ION
SP
AC
IN
G (
FT
.)R
AIL
LO
CA
TIO
NS
100’
50’
25’
25’
RO
AD
WA
Y C
UR
VA
TU
RE
< 3
°
RA
IL P
AR
AL
LE
L T
O R
OA
DW
AY
RO
AD
WA
Y C
UR
VA
TU
RE
> 3
°
RA
IL P
AR
AL
LE
L T
O R
OA
DW
AY
BR
IDG
E R
AIL
S A
ND
RA
ILS
AT
BR
IDG
E A
PP
RO
AC
HE
S
GU
AR
DR
AIL
/BA
RR
IER
AL
ON
G R
OA
DW
AY
GU
AR
DR
AIL
/BA
RR
IER
AT
BR
IDG
ES
GU
AR
DR
AIL
OR
BA
RR
IER
YE
LL
OW
DE
LIN
EA
TO
R
CR
YS
TA
L D
EL
INE
AT
OR
DIV
IDE
D R
OA
DW
AY
SG
UA
RD
RA
IL/B
AR
RIE
R
AT
BR
IDG
ES
GU
AR
DR
AIL
/BA
RR
IER
25
’2
5’
25’
VA
RIE
S
SE
E C
HA
RT
BE
LO
W
BR
IDG
E
BR
IDG
E
25
’
25
’2
5’
25’
VA
RIE
S
SE
E C
HA
RT
BE
LO
W
ME
DIA
N
TW
O-L
AN
E A
ND
MU
LT
I-LA
NE
ZO
NE
GU
AR
DR
AIL
,BA
RR
IER
,AN
D B
RID
GE
RA
IL
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
SE
CT
ION
S L
ES
S T
HA
N 2
00’ L
ON
G
TR
AN
SIT
IO
NS
,TA
PE
RS
,&
1261.0
11261.0
1
1 1
1 1
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
AL
ON
G R
OA
DW
AY
1-12
1-12
WIT
H T
HE
BA
RR
IER
DE
LIN
EA
TO
RS
WH
ER
E G
UA
RD
RA
IL T
IES
TO
CO
NC
RE
TE
BA
RR
IER
.
7- P
OS
ITIO
N T
HE
GU
AR
DR
AIL
AN
D/O
R B
AR
RIE
R D
EL
INE
AT
OR
S T
O A
CH
IEV
E A
UN
IFO
RM
HE
IGH
T
ON
EIT
HE
R S
ID
E O
F T
HE
JO
IN
T.
6- B
AR
RIE
R D
EL
INE
AT
OR
S T
HA
T F
AL
L O
N J
OIN
TS
OR
MO
VE
CO
NN
EC
TIO
NS
(UP
TO
12 IN
CH
ES
),
GU
AR
DR
AIL
AP
PR
OA
CH
EN
DS
.
5- B
EG
IN D
EL
INE
AT
OR
PL
AC
EM
EN
T 5
FE
ET
FR
OM
BA
RR
IER
AP
PR
OA
CH
EN
DS
AN
D 2
5 F
EE
T F
RO
M
RO
AD
WA
Y.
4- P
OS
ITIO
N D
EL
INE
AT
OR
S S
UC
H T
HA
T T
HE
RE
FL
EC
TIV
E S
HE
ET
ING
IS P
ER
PE
ND
ICU
LA
R T
O T
HE
3- C
ON
FO
RM
CO
LO
R O
F D
EL
INE
AT
OR
S T
O T
HE
CO
LO
R O
F T
HE
AD
JA
CE
NT
ED
GE
LIN
ES
.
BA
RR
IER
OR
GU
AR
DR
AIL
INS
TA
LL
AT
ION
S (T
EM
PO
RA
RY
AN
D P
RO
PO
SE
D).
2- IN
ST
AL
L D
EL
INE
AT
OR
S P
RIO
R T
O A
LL
OW
ING
TR
AF
FIC
TO
PR
OC
EE
D IN
AN
AR
EA
WIT
H N
EW
CO
NC
RE
TE
BA
RR
IER
S, A
ND
BR
IDG
E R
AIL
S.
1- IN
ST
AL
L D
EL
INE
AT
OR
S A
T A
LL
LO
CA
TIO
NS
OF
PE
RM
AN
EN
T A
ND
TE
MP
OR
AR
Y G
UA
RD
RA
ILS
,
GE
NE
RA
L N
OT
ES
:
LE
GE
ND
BR
IDG
E
GUARDRAIL AND BARRIER DELINEATORS
INSTALLATION SPACING
GUARDRAIL AND BARRIER DELINEATORS
INSTALLATION SPACING
UN
DIV
IDE
D R
OA
DW
AY
S,
IN
ST
AL
LA
TIO
N F
OR
BA
RR
IE
R
TY
PIC
AL
PO
WE
R D
RIV
EN
FA
ST
EN
ER
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1261.0
21261.0
2
1 1
1 1
US
E E
IT
HE
R M
OU
NT
IN
G
LO
CA
TIO
N F
OR
PE
RM
AN
EN
T
AP
PL
IC
AT
IO
NS
FO
R W
OR
KZ
ON
E A
PP
LIC
AT
ION
SA
LT
ER
NA
TIV
E
MO
UN
TIN
G
LO
CA
TIO
NU
NL
ES
S A
GL
AR
E S
CR
EE
N
IS
UT
IL
IZ
ED
EN
GIN
EE
R’S
AP
PR
OV
AL
AF
TE
R IN
ST
AL
LA
TIO
N O
F T
HE
AS
SE
MB
LY
.
PO
WE
R D
RIV
EN
FA
ST
EN
ER
S W
ITH
ZIN
C-R
ICH
PA
INT
TO
ME
ET
TH
E
PA
INT
TH
E E
XP
OS
ED
PO
RT
ION
S O
F T
HE
NU
T, L
OC
K W
AS
HE
R, A
ND
CE
NT
ER
ED
ON
BA
SE
AN
D A
DH
ES
IVE
BU
TY
L P
RIM
ER
DE
LIN
EA
TO
R B
AS
E
�" E
XT
RA
DU
TY
LO
CK
WA
SH
ER
�" H
EA
VY
HE
X N
UT
�" T
HR
EA
D L
EN
GT
H
�" D
IA
. ST
UD
PO
WE
R D
RIV
EN
FA
ST
EN
ER
9/3
2" M
OU
NT
ING
HO
LE
LE
NG
TH
SH
AN
K
0.1
52’’ D
IA
.-1�"
24
"
1-12
1-12
TY
PIC
AL
DE
LIN
EA
TO
RS
MO
UN
TIN
G D
ET
AIL
S
ME
TH
OD
S R
EC
OM
ME
ND
ED
BY
TH
E M
AN
UF
AC
TU
RE
R A
S A
PP
RO
VE
D B
Y T
HE
EN
GIN
EE
R.
4- U
SE
AD
HE
SIV
E, C
LIP
ON
GU
AR
DR
AIL
PO
ST
, GU
AR
DR
AIL
BO
LT
S, P
OW
ER
DR
IVE
N F
AS
TE
NE
RS
, OR
OT
HE
R M
OU
NT
ING
3- U
SE
A M
INIM
UM
7 S
Q. IN
. RE
FL
EC
TIV
E A
RE
A F
OR
TO
P M
OU
NT
ED
GU
AR
DR
AIL
DE
LIN
EA
TO
RS
.
2- U
SE
A M
INIM
UM
28 S
Q. IN
. RE
FL
EC
TIV
E A
RE
A F
OR
TO
P M
OU
NT
ED
BA
RR
IER
DE
LIN
EA
TO
RS
.
1- U
SE
A M
INIM
UM
7 S
Q. IN
. RE
FL
EC
TIV
E A
RE
A F
OR
SID
E M
OU
NT
ED
DE
LIN
EA
TO
RS
.
GE
NE
RA
L N
OT
ES
:
GUARDRAIL & BARRIER DELINEATORS
TYPES AND MOUNTING
TYPES AND MOUNTING
GUARDRAIL & BARRIER DELINEATORS
FR
ON
T V
IEW
SID
E V
IEW
TO
P V
IEW
GUARDRAIL END DELINEATION
GUARDRAIL END DELINEATION
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1262.0
11262.0
1
1 1
1 1
EN
D S
EC
TIO
N
GU
AR
DR
AIL
BU
FF
ER
GU
AR
DR
AIL
BU
FF
ER
EN
D S
EC
TIO
N
8’’
GU
AR
DR
AIL
BU
FF
ER
EN
D S
EC
TIO
N
8’’
WIT
H A
PR
ES
SU
RE
SE
NS
IT
IV
E A
DH
ES
IV
E B
AC
KIN
G
AD
HE
SIV
E C
OA
TE
D Y
EL
LO
W R
EF
LE
CT
IVE
SH
EE
TIN
G
(8
’’ X
3’)
YE
LL
OW
RE
TR
OR
EF
LE
CT
IVE
SH
EE
TIN
G
TY
PE
III O
R I
V H
IG
H I
NT
EN
SIT
Y
(8
’’ X
3’)
YE
LL
OW
RE
TR
OR
EF
LE
CT
IVE
SH
EE
TIN
G
TY
PE
III O
R I
V H
IG
H I
NT
EN
SIT
Y
(8
’’ X
3’)
YE
LL
OW
RE
TR
OR
EF
LE
CT
IVE
SH
EE
TIN
G
TY
PE
III O
R I
V H
IG
H I
NT
EN
SIT
Y
1-12
1-12
1- G
UA
RD
RA
IL E
ND
DE
LIN
EA
TIO
N IS
RE
QU
IRE
D O
N A
LL
AP
PR
OA
CH
AN
D T
RA
ILIN
G
GE
NE
RA
L N
OT
ES
:
AL
TE
RN
AT
E 2
AL
TE
RN
AT
E 1
AL
TE
RN
AT
E 1
AL
TE
RN
AT
E 2
OBJECT MARKERS
OBJECT MARKERS
TY
PE
2 O
BJE
CT
MA
RK
ER
ST
YP
E I
OB
JE
CT
MA
RK
ER
S
TY
PE
3 O
BJE
CT
MA
RK
ER
S
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1264.0
11264.0
1
1 1
1 1
1-12
1-12
OM
-3L
12
’’ X
36
’’
OM
-3R
12
’’ X
36
’’
4"
6’’ X
12
’’
18
’’ X
18
’’
18
’’ X
18
’’
3’’
6’’
6’’
3’’
3’’
6’’
6’’
3’’
NIN
E 3
’’ D
IA
. RE
D
AL
TE
RN
AT
E 1
AL
TE
RN
AT
E 2
18
’’ X
18
’’
18
’’ X
18
’’
3’’
6’’
6’’
3’’
3’’
6’’
6’’
3’’
TH
RE
E 3
’’ DIA
. YE
LL
OW
4"
WH
ICH
TR
AF
FIC
IS T
O P
AS
S
TO
WA
RD
TH
E S
IDE
OF
OB
ST
RU
CT
ION
ST
RIP
ES
SL
OP
E D
OW
NW
AR
D A
T 4
5°
RE
FL
EC
TO
RS
PR
ISM
AT
IC P
LA
ST
IC
RE
FL
EC
TO
RS
PR
ISM
AT
IC P
LA
ST
IC
RE
FL
EC
TO
RS
PR
ISM
AT
IC P
LA
ST
IC
NIN
E 3
’’ DIA
. YE
LL
OW
MO
UN
TE
D O
N .1
25" A
LU
MIN
UM
PA
NE
L
YE
LL
OW
RE
TR
OR
EF
LE
CT
IVE
SH
EE
TIN
G
TY
PE
III O
R I
V H
IG
H I
NT
EN
SIT
Y
MO
UN
TE
D O
N .1
25
" A
LU
MIN
UM
PA
NE
L
YE
LL
OW
RE
TR
OR
EF
LE
CT
IVE
SH
EE
TIN
G
TY
PE
III O
R I
V H
IG
H I
NT
EN
SIT
Y
MO
UN
TE
D O
N .1
25
" A
LU
MIN
UM
PA
NE
L
RE
D R
ET
RO
RE
FL
EC
TIV
E S
HE
ET
ING
TY
PE
III O
R I
V H
IG
H I
NT
EN
SIT
Y
MO
UN
TE
D O
N .1
25" A
LU
MIN
UM
PA
NE
L
RE
TR
OR
EF
LE
CT
IVE
SH
EE
TIN
G
AL
TE
RN
AT
E B
LA
CK
AN
D Y
EL
LO
W S
TR
IPE
S
TY
PE
III O
R I
V H
IG
H I
NT
EN
SIT
Y
TY
PE
4 O
BJE
CT
MA
RK
ER
S
TYPES
TYPES
BR
IDG
E
CU
LV
ER
T
OV
ER
HE
AD
BR
IDG
E
TW
O L
AN
E R
OA
DW
AY
TY
PE
3 O
BJE
CT
MA
RK
ER
LE
GE
ND
TY
PE
2 O
BJE
CT
MA
RK
ER
S
TY
PE
3 O
BJE
CT
MA
RK
ER
S
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1264.0
21264.0
2
1 1
1 1
TR
AF
FIC
FL
OW
DIR
EC
TIO
N O
F
SIG
N
RO
AD
WA
Y, S
UC
H A
S S
IGN
SU
PP
OR
TS
OR
RA
ISE
D IS
LA
ND
S.
INC
LU
DE
MA
RK
ING
OF
OB
ST
RU
CT
ION
S W
ITH
IN T
HE
TY
PIC
AL
AP
PL
ICA
TIO
N O
F T
YP
E 1
OB
JE
CT
MA
RK
ER
S
TY
PE
1 O
BJE
CT
MA
RK
ER
RA
ISE
D IS
LA
ND
TR
AV
EL
WA
Y
4’ M
IN
.
ME
DIA
N
TR
AV
EL
WA
Y
4’ M
IN
.
BO
LT
ED
OR
EP
OX
IED
TO
SIG
N P
OS
T
TY
PE
2 O
BJE
CT
MA
RK
ER
RE
AR
OF
SIG
N IN
ME
DIA
N
TR
AV
EL
WA
Y
TY
PIC
AL
AP
PL
ICA
TIO
N A
T E
ND
OF
RO
AD
WA
Y (D
EA
D E
ND
)
RE
GA
RD
LE
SS
OF
WH
ET
HE
R G
UA
RD
RA
IL IS
INS
TA
LL
ED
3 M
AR
KE
RS
MIN
IMU
M
6’ T
YP
.
7’ U
-C
HA
NN
EL
PO
ST
S (
1.1
2 L
B/F
T)
PA
VE
ME
NT
4’ M
IN
.
6’ T
YP
.
TY
PE
3 O
BJE
CT
MA
RK
ER
MO
UN
TE
D O
N U
-PO
ST
E.O
.T.
TR
AV
EL
WA
Y
4’ M
IN
.
HA
ZA
RD
AR
EA
TY
PIC
AL
AP
PL
ICA
TIO
NS
OF
TY
PE
3 O
BJE
CT
MA
RK
ER
S IN
CL
UD
E D
EL
INE
AT
ION
OF
BR
IDG
E P
IER
S,
AB
UT
ME
NT
S A
ND
RA
ILS
, CU
LV
ER
T H
EA
D W
AL
LS
,
NA
RR
OW
SH
OU
LD
ER
DR
OP
-OF
FS
, OR
OT
HE
R
HA
ZA
RD
OU
S R
OA
DS
IDE
CO
ND
ITIO
NS
1-12
1-12
TY
PE
1 O
BJE
CT
MA
RK
ER
S
TY
PE
4 O
BJE
CT
MA
RK
ER
S
OBJECT MARKERS
OBJECT MARKERSINSTALLATION
INSTALLATION
FL
EX
IBL
E D
EL
INE
AT
OR
AS
SE
MB
LY
W =
WID
TH
OF
TR
AV
EL
LA
NE
LE
GE
ND
E.O
.T.=
ED
GE
OF
TR
AV
EL
LA
TE
RA
L O
FF
SE
TS
DIR
EC
TIO
N O
F T
RA
FF
IC F
LO
W
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1267.0
11267.0
1
1 1
1 1
1-12
1-12
SIDE SLOPE
SH
OU
LD
ER
PO
INT
PA
VE
D
SH
LD
.
SH
OU
LD
ER
RA
MP
FL
EX
IBL
E D
EL
INE
AT
OR
SE
CT
ION
VIE
W A
-A
PO
ST
RE
FL
EC
TIV
E S
HE
ET
ING
16 s
q. i
n. M
IN
.
RE
FL
EC
TIV
E A
RE
A
FL
EX
IBL
E D
EL
INE
AT
OR
PO
ST
3�" T
O 4�"
TR
AF
FIC
OF
DIR
EC
TIO
N
BA
SE
SU
PP
OR
T D
RIV
EN
TO
GR
OU
ND
LIN
E
�" D
IA
. HO
LE
S
U-C
HA
NN
EL
BA
SE
SU
PP
OR
T
18
"
HE
X B
OL
TS
AA
CU
RB
AN
D G
UT
TE
R
BE
RM
6’-0
’’ RE
CO
MM
EN
DE
DO
F S
HE
ET
ING
4’-0
’’ T
O T
OP
RA
MP
FA
CE
OF
CU
RB
SH
OU
LD
ER
PO
INT
E.O
.T.
FL
EX
IBL
E D
EL
INE
AT
OR
E.O
.T.
OF
SH
EE
TIN
G
4’-0
’’ T
O T
OP
3" M
IN
. WID
TH
1- P
LA
CE
DE
LIN
EA
TO
RS
AT
CO
NS
TA
NT
DIS
TA
NC
E F
RO
M T
RA
VE
LW
AY
.
GE
NE
RA
L N
OT
ES
:
FLEXIBLE DELINEATORS
INSTALLATION
FLEXIBLE DELINEATORS
INSTALLATION
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1267.0
21267.0
2
1 1
1 1
TA
BL
E A
TA
BL
E B
4°0
0’ O
R L
ES
S
HO
RIZ
ON
TA
L
CU
RV
AT
UR
E
DE
LIN
EA
TO
R
SP
AC
IN
G (
FT
)
TO
0°3
0’
TO
4°0
0’
CU
RV
E R
AD
IUS
(R)
DE
LIN
EA
TO
R S
PA
CIN
G (S
)
(F
T)
(F
T)
50
150
200
250
300
400
500
600
700
800
900
10
00
11
00
12
00
13
00
14
00
20
30
35
40
50
55
65
70
75
80
85
90
95
100
105
110
- SP
AC
ING
RO
UN
DE
D T
O N
EA
RE
ST
5 F
T.
- M
IN
. SP
AC
IN
G =
20
FT
.
- S
PA
CIN
G F
OR
SP
EC
IF
IC
RA
DII M
AY
BE
TA
NG
EN
T
RA
MP
AC
CE
LE
RA
TIO
N
DE
CE
LE
RA
TIO
N L
AN
ES
200’
50’
RA
MP
GO
RE
S
INT
ER
PO
LA
TE
D F
RO
M T
AB
LE
B O
R
GR
EA
TE
R T
HA
N 0
°30’
GR
EA
TE
R T
HA
N 4
°00’
NE
AR
ES
T T
O T
HE
EN
DS
OF
TH
E C
UR
VE
.
TH
E F
IRS
T D
EL
INE
AT
OR
S A
RE
CO
NS
IDE
RE
D T
HE
ON
ES
AN
D T
HE
TH
IRD
6S
BU
T N
OT
TO
EX
CE
ED
30
0 F
EE
T.
OF
TH
E F
IR
ST
DE
LIN
EA
TO
R I
S 2
S, T
HE
SE
CO
ND
3S
,
IN A
DV
AN
CE
OF
AN
D B
EY
ON
D A
CU
RV
E, T
HE
SP
AC
ING
CO
MP
UT
ED
FR
OM
TH
E F
OR
MU
LA
S =
(3) R
-50
WH
ER
E S
= S
PA
CIN
G, R
= R
AD
IU
S, I
N F
EE
T.
CU
RV
AT
UR
ES
CU
RV
AT
UR
ES
200’
150’
1-12
1-12
GU
AR
DR
AIL
, OR
WH
ER
E A
DE
QU
AT
E F
IX
ED
SO
UR
CE
LIG
HT
IN
G I
S P
RO
VID
ED
.
2-F
LE
XIB
LE
DE
LIN
EA
TO
RS
AR
E N
OT
RE
QU
IR
ED
WH
ER
E T
HE
Y F
AL
L B
EH
IN
D
1-F
LE
XIB
LE
DE
LIN
EA
TO
RS
AR
E R
EQ
UIR
ED
ON
LY
AT
IN
TE
RC
HA
NG
ES
.
GE
NE
RA
L N
OT
ES
:
FLEXIBLE DELINEATORS
SPACING TABLES
FLEXIBLE DELINEATORS
SPACING TABLES
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1267.0
31267.0
3
1 3
1 3
DIR
EC
TIO
N O
F T
RA
FF
IC F
LO
W
200’ S
PA
CIN
G
EX
IT R
AM
PS
TH
RU
-LA
NE
DR
OP
AT
EX
IT R
AM
P
SEE NOTES
SEE NOTES
SE
E N
OT
ES
EN
D O
F W
HIT
E G
OR
E L
INE
BE
GIN
DE
LIN
EA
TIO
N A
T
DECELERATION LANE - TAPERED
200’
SPACING
DE
CE
LE
RA
TIO
N L
AN
E - P
AR
AL
LE
L F
UL
L W
IDT
H
IF L
ON
GE
R T
HA
N 1
000’ U
SE
500’ S
PA
CIN
G
OT
HE
RW
ISE
US
E 2
00
’ SP
AC
ING
TA
PE
R
10
0’ S
PA
CIN
G
EN
D O
F W
HIT
E
GO
RE
LIN
E
SH
OU
LD
ER
SHOULDER
FR
OM
MA
INL
INE
E.O
.T. F
OR
CR
YS
TA
L D
EL
INE
AT
OR
S
RA
MP
E.O
.T. F
OR
YE
LL
OW
DE
LIN
EA
TO
RS
AN
D
MO
UN
TIN
G H
EIG
HT
SH
AL
L B
E M
EA
SU
RE
D F
RO
M
PO
INT
SH
OU
LD
ER
50’
50
’50’
E.O
.T.
RA
MP
MA
IN L
INE
BA
CK
OF
GO
RE
CR
YS
TA
L D
EL
INE
AT
OR
YE
LL
OW
DE
LIN
EA
TO
R
LE
GE
ND
1-12
1-12
FLEXIBLE DELINEATORS
SID
E O
F T
HE
CU
RV
E W
HE
N T
HE
GA
P B
ET
WE
EN
CR
YS
TA
L D
EL
INE
AT
OR
S IS
LE
SS
TH
AN
50
0 F
T.
OV
ER
LA
P O
F 2
DE
LIN
EA
TO
RS
WIT
HIN
TH
E C
UR
VE
. CO
NT
INU
E T
HE
CR
YS
TA
L D
EL
INE
AT
OR
S T
HR
OU
GH
TH
E R
IGH
T
RA
DII L
ES
S T
HA
N 1
00
0 F
T. C
ON
TIN
UE
WIT
H C
RY
ST
AL
DE
LIN
EA
TO
RS
ON
TH
E R
IGH
T S
IDE
WIT
H A
MIN
IMU
M
TH
E P
.T. O
R C
.S. IN
AD
VA
NC
E O
F A
ND
BE
YO
ND
TH
E C
UR
VE
FO
R R
AM
PS
AN
D L
OO
PS
WIT
H R
IGH
T H
AN
D C
UR
VE
PL
AC
E Y
EL
LO
W D
EL
IN
EA
TO
RS
ON
LE
FT
SID
E O
F C
UR
VE
(C
ON
VE
X S
ID
E) R
AN
GIN
G F
RO
M T
HE
P.C
. OR
S.C
. TO
WIT
H C
UR
VE
RA
DII 1
00
0 F
T. O
R G
RE
AT
ER
.
PL
AC
E C
RY
ST
AL
DE
LIN
EA
TO
RS
ON
RIG
HT
SID
E O
F R
AM
P F
OR
AL
L R
IGH
T A
ND
LE
FT
HA
ND
CU
RV
ES
FO
R R
AM
PS
FO
LL
OW
ING
RE
QU
IRE
ME
NT
S:
1- C
ON
TIN
UE
DE
LIN
EA
TO
RS
ON
RA
MP
S A
ND
LO
OP
S, U
SIN
G T
AB
LE
S A
OR
B O
N S
TD
. DW
G. 1
267.0
2 A
ND
TH
E
GE
NE
RA
L N
OT
ES
:
E.O
.T.=
ED
GE
OF
TR
AV
EL
GO
RE
AR
EA
S
FLEXIBLE DELINEATORS
SE
E G
OR
E A
RE
A T
YP
ICA
L
SE
E G
OR
E A
RE
A T
YP
ICA
L
SE
E G
OR
E A
RE
A T
YP
ICA
L
INTERCHANGE PLACEMENT
INTERCHANGE PLACEMENT
PH
YS
ICA
L G
OR
E
PH
YS
ICA
L G
OR
E
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1267.0
31267.0
3
2 3
2 3
20
0’ S
PA
CIN
G
EN
D O
F W
HIT
E G
OR
E L
INE
EN
TR
AN
CE
RA
MP
S
SEE NOTES
SEE NOTES
TA
PE
R
100’ S
PA
CIN
G
ACCELERATION LANE - TAPERED
200’
SPACING
AC
CE
LE
RA
TIO
N L
AN
E - P
AR
AL
LE
L F
UL
L W
IDT
H
IF L
ON
GE
R T
HA
N 1
00
0’ U
SE
50
0’ S
PA
CIN
G
OT
HE
RW
ISE
US
E 2
00
’ SP
AC
ING
EN
D D
EL
INE
AT
ION
AT
EN
D O
F W
HIT
E G
OR
E L
INE
SE
E N
OT
ES
RA
MP
FR
OM
MA
INL
INE
E.O
.T. F
OR
CR
YS
TA
L D
EL
INE
AT
OR
S
RA
MP
E.O
.T. F
OR
YE
LL
OW
DE
LIN
EA
TO
RS
AN
D
MO
UN
TIN
G H
EIG
HT
SH
AL
L B
E M
EA
SU
RE
D F
RO
M
E.O
.T.
MA
IN L
INE
BA
CK
OF
GO
RE
50
’5
0’
50
’
SH
OU
LD
ER
PO
INT
SHOULDER
SH
OU
LD
ER
1-12
1-12
FLEXIBLE DELINEATORS
FLEXIBLE DELINEATORS
DIR
EC
TIO
N O
F T
RA
FF
IC F
LO
W
CR
YS
TA
L D
EL
INE
AT
OR
YE
LL
OW
DE
LIN
EA
TO
R
LE
GE
ND
E.O
.T.=
ED
GE
OF
TR
AV
EL
GO
RE
AR
EA
S
SE
E G
OR
E A
RE
A T
YP
ICA
L
SE
E G
OR
E A
RE
A T
YP
ICA
L
SE
E G
OR
E A
RE
A T
YP
ICA
L
TH
E R
IGH
T S
IDE
OF
TH
E C
UR
VE
WH
EN
TH
E G
AP
BE
TW
EE
N C
RY
ST
AL
DE
LIN
EA
TO
RS
IS L
ES
S T
HA
N 5
00
FT
.
MIN
IMU
M O
VE
RL
AP
OF
2 D
EL
INE
AT
OR
S W
ITH
IN T
HE
CU
RV
E. C
ON
TIN
UE
TH
E C
RY
ST
AL
DE
LIN
EA
TO
RS
TH
RO
UG
H
CU
RV
E R
AD
II L
ES
S T
HA
N 1
000 F
T. C
ON
TIN
UE
WIT
H C
RY
ST
AL
DE
LIN
EA
TO
RS
ON
TH
E R
IG
HT
SID
E W
IT
H A
TO
TH
E P
.T. O
R C
.S. IN
AD
VA
NC
E O
F A
ND
BE
YO
ND
TH
E C
UR
VE
FO
R R
AM
PS
AN
D L
OO
PS
WIT
H R
IGH
T H
AN
D
PL
AC
E Y
EL
LO
W D
EL
IN
EA
TO
RS
ON
LE
FT
SID
E O
F C
UR
VE
(C
ON
VE
X S
ID
E) R
AN
GIN
G F
RO
M T
HE
P.C
. OR
S.C
.
RA
MP
S W
IT
H C
UR
VE
RA
DII 1
000 F
T. O
R G
RE
AT
ER
.
PL
AC
E C
RY
ST
AL
DE
LIN
EA
TO
RS
ON
RIG
HT
SID
E O
F R
AM
P F
OR
AL
L R
IGH
T A
ND
LE
FT
HA
ND
CU
RV
ES
FO
R
FO
LL
OW
ING
RE
QU
IRE
ME
NT
S:
1- C
ON
TIN
UE
DE
LIN
EA
TO
RS
ON
RA
MP
S A
ND
LO
OP
S, U
SIN
G T
AB
LE
S A
OR
B O
N S
TD
. DW
G. 1
267.0
2 A
ND
TH
E
GE
NE
RA
L N
OT
ES
:
INTERCHANGE PLACEMENT
INTERCHANGE PLACEMENT
LA
NE
AD
DIT
ION
FR
OM
EN
TR
AN
CE
RA
MP
PH
YS
ICA
L G
OR
E
PH
YS
ICA
L G
OR
E
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OF
SH
EE
T O
FS
HE
ET
OF
ENGLISH STANDARD DRAWING FOR
ENGLISH STANDARD DRAWING FOR
1267.0
31267.0
3
3 3
3 3
CL
OV
ER
LE
AF
INT
ER
CH
AN
GE
200’ S
PA
CIN
G20
0’ S
PA
CIN
G
SEE NOTES
SEE NOTES
AU
XIL
IAR
Y L
AN
E - P
AR
AL
LE
L F
UL
L W
IDT
H
IF L
ON
GE
R T
HA
N 1
00
0’ U
SE
50
0’ S
PA
CIN
G
OT
HE
RW
ISE
US
E 2
00
’ SP
AC
ING
EN
D O
F W
HIT
E
GO
RE
LIN
E
EN
D O
F W
HIT
E
GO
RE
LIN
E
5 IN
ST
AL
LA
TIO
NS
BO
TH
SID
ES
OF
LO
OP
50’ S
PA
CIN
G
SE
E N
OT
ES
50’ S
PA
CIN
G
3 C
RY
ST
AL S
EE
NO
TE
S
EN
TR
AN
CE
LO
OP
EX
IT L
OO
P
AS
RE
Q’D
.
OP
TIO
NA
LS
EE
NO
TE
S
3 Y
EL
LO
W
50’ S
PA
CIN
G
50’ S
PA
CIN
G
BO
TH
SID
ES
OF
RA
MP
5 IN
ST
AL
LA
TIO
NS
EN
TR
AN
CE
RA
MP
EX
IT R
AM
P
CR
YS
TA
L D
EL
INE
AT
OR
YE
LL
OW
DE
LIN
EA
TO
R
LE
GE
ND
1-12
1-12
GO
RE
AR
EA
- S
EE
TY
PIC
AL
ON
SH
EE
T 1
OF
3 G
OR
E A
RE
A -
SE
E T
YP
IC
AL
ON
SH
EE
T 2
OF
3
FLEXIBLE DELINEATORS
FLEXIBLE DELINEATORS
BA
CK
WIT
H R
ED
DE
LIN
EA
TO
R
CR
YS
TA
L D
EL
INE
AT
OR
BA
CK
TO
BA
CK
WIT
H R
ED
DE
LIN
EA
TO
R
YE
LL
OW
DE
LIN
EA
TO
R B
AC
K T
O
DE
LIN
EA
TO
RS
TH
RO
UG
H T
HE
RIG
HT
SID
E O
F T
HE
CU
RV
E W
HE
N T
HE
GA
P B
ET
WE
EN
CR
YS
TA
L D
EL
INE
AT
OR
S IS
LE
SS
TH
AN
500 F
T.
CR
YS
TA
L D
EL
INE
AT
OR
S O
N T
HE
RIG
HT
SID
E W
ITH
A M
INIM
UM
OV
ER
LA
P O
F 2
DE
LIN
EA
TO
RS
WIT
HIN
TH
E C
UR
VE
. CO
NT
INU
E T
HE
CR
YS
TA
L
AD
VA
NC
E O
F A
ND
BE
YO
ND
TH
E C
UR
VE
FO
R R
AM
PS
AN
D L
OO
PS
WIT
H R
IGH
T H
AN
D C
UR
VE
RA
DII L
ES
S T
HA
N 1
000 F
T. C
ON
TIN
UE
WIT
H
PL
AC
E Y
EL
LO
W D
EL
IN
EA
TO
RS
ON
LE
FT
SID
E O
F C
UR
VE
(C
ON
VE
X S
ID
E) R
AN
GIN
G F
RO
M T
HE
P.C
. OR
S.C
. TO
TH
E P
.T. O
R C
.S. I
N
RA
DII 1
000 F
T. O
R G
RE
AT
ER
.
PL
AC
E C
RY
ST
AL
DE
LIN
EA
TO
RS
ON
RIG
HT
SID
E O
F R
AM
P F
OR
AL
L R
IGH
T A
ND
LE
FT
HA
ND
CU
RV
ES
FO
R R
AM
PS
WIT
H C
UR
VE
1- C
ON
TIN
UE
DE
LIN
EA
TO
RS
ON
RA
MP
S A
ND
LO
OP
S, U
SIN
G T
AB
LE
S A
OR
B O
N S
TD
. DW
G. 1
267.0
2 A
ND
TH
E F
OL
LO
WIN
G R
EQ
UIR
EM
EN
TS
:
GE
NE
RA
L N
OT
ES
:
TE
RM
INA
LS
RA
MP
LO
OP
TY
PIC
AL
INT
ER
CH
AN
GE
PL
AC
EM
EN
T
CL
OV
ER
LE
AF
INT
ER
CH
AN
GE
FL
Y-O
VE
R IN
TE
RC
HA
NG
E
DIA
MO
ND
INT
ER
CH
AN
GE
INTERCHANGE PLACEMENT
INTERCHANGE PLACEMENT
PH
YS
ICA
L G
OR
E
PH
YS
ICA
L G
OR
E
