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CR 330
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Second Guide Meridian West
B oot C re
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Big
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ek
DuckC
reek
ShelterCreek
OldMaidsFork
Wa
lnut
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ek
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D ry Wal nut
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96
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183
-99°30'
38
°30
'
-99°20'
38
°40
'
-99°10'
-99°30'
-99°20'
38
°40
'
-99°10'
38
°30
'
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ke
s n
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arr
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tee
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or
rep
rese
nta
tio
ns f
or
the
accu
racy o
f th
is info
rma
tio
nan
d a
ssu
me
s n
o lia
bili
ty f
or
err
ors
or
om
issio
ns.
GE
NE
RA
L H
IGH
WA
Y M
AP
RU
SH
CO
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TY
KA
NS
AS
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EP
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ED
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TH
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unty
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at
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d P
lace
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ca
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nsa
s T
urn
pik
e (
KT
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Inte
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te
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ntr
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cce
ss
US
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ute
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ivid
ed
US
Ro
ute
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nd
ivid
ed
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te R
ou
te -
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ide
d
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te R
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Un
div
ide
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or
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ad -
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ve
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or
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ad -
Gra
ve
l
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or
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ad -
So
il
Ro
und
ab
ou
t
Inte
rch
an
ge
Sta
te S
yste
m B
rid
ge
Ra
ilro
ad
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unty
Bo
un
da
ry
Sta
te B
ou
nd
ary
Se
ctio
n L
ine
Pa
rk o
r W
ildlife
Are
a
Inco
rpo
rate
d C
ity L
imit
Urb
an A
rea
Milita
ry F
ort
Bo
un
da
ry
Ind
ian
Re
se
rva
tio
n o
rH
alf-B
reed
La
nd
70
Inte
rsta
te N
um
be
red
Hig
hw
ay
Ka
nsa
s T
urn
pik
e A
uth
ori
ty
40
U.S
. N
um
bere
d H
igh
wa
y
20
Sta
te N
um
be
red
Hig
hw
ay
La
ke
or
Re
se
rvo
ir
Riv
er
or
Ma
jor
Dra
ina
ge
Sta
te C
ap
ito
l
Page 1
183-
83
KA
501
2-01
Page 2
183- 83 KA 5012-01
Page 3
183- 83 KA 5012-01
SS-1HHP or approved alternate shall be used for Tack.
Page 4
183- 83 KA 5012-01
SS-1HHP or approved alternate shall be used for Tack.
TY
PIC
AL
CIT
Y C
ON
NE
CT
ING
LIN
K O
R U
RB
AN
IZE
D A
RE
A
No C
ente
rlin
e r
um
ble
str
ips
Cente
rlin
e r
um
ble
str
ips
Cente
rlin
e r
um
ble
str
ips
Cit
y c
onnecti
ng l
ink o
r U
rbaniz
ed (
Unin
corp
ora
ted c
ity)
ÚCity limit or
Urban boundary
ÚCity limit or
Urban boundary
ì M
ajo
r H
ighw
ayÜ
ì M
ajo
r H
ighw
ayÜ
See t
yp
ical
secti
on
s f
or o
ther s
urfacin
g d
eta
ils.
No v
ari
ati
on i
n s
pacin
g b
etw
een d
epre
ssio
ns w
ill
be p
erm
itte
d.
Fo
r S
ho
uld
er R
um
ble
Str
ip d
eta
ils s
ee S
tan
dard
draw
ing
RD
70
7.
GE
NE
RA
L N
OT
ES
Eit
her r
um
ble
str
ip s
hap
e i
s a
ccep
tab
le w
ith
no
mix
ing
of s
hap
es o
n
a p
roje
ct
unle
ss a
pproved b
y t
he e
ngin
eer.
Do
no
t co
nstr
uct
ru
mb
le s
trip
on
brid
ges o
r c
on
crete
brid
ge a
pp
ro
ach
es.
Constr
ucti
on o
f cente
rlin
e r
um
ble
str
ips i
n a
sp
halt
pav
em
ent
is p
aid
ials
req
uir
ed
to
co
nstr
uct
the s
trip
s i
n a
cco
rdan
ce t
o t
hese d
eta
ils a
nd
Sp
ecia
l P
ro
vis
ion
s a
re i
nclu
ded
in
th
is i
tem
.
under
the b
id i
tem
"R
um
ble
Str
ips (
Mil
led)
(Cente
rlin
e)"
. A
ll w
ork
and m
ate
r-
TY
PIC
AL
RU
RA
L I
NT
ER
SE
CT
ION
WIT
H B
YP
AS
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AN
ES
ì M
ajo
r H
ighw
ayÜ
ì M
ajo
r H
ighw
ayÜ
ÚMinor Highway or County Road
ì M
ajo
r H
ighw
ayÜ
ì M
ajo
r H
ighw
ayÜ
ÚMinor Highway or County Road
TY
PIC
AL
RU
RA
L I
NT
ER
SE
CT
ION
WIT
H L
EF
T T
UR
N L
AN
ES
No C
ente
rlin
e r
um
ble
str
ips
Cente
rlin
e r
um
ble
str
ips
Cente
rlin
e r
um
ble
str
ips
Cente
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e r
um
ble
str
ips
Cente
rlin
e r
um
ble
str
ips
No C
ente
rlin
e r
um
ble
str
ips
DA
TE
RE
VIS
ION
SB
YA
PP
'DN
O.
KA
NS
AS
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
(C
EN
TE
RL
IN
E)
M
IL
LE
D R
UM
BL
E S
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IP
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9-2
4-0
9
1 1
-15
-10
J.O
.B.
J.O
.B.
FH
WA
AP
PR
OV
AL
5-26-1 1
DE
SIG
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2 1
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TA
IL
ED
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SIG
N C
K.
D
ET
AIL
CK
.
QU
AN
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.
RD
706
TR
AC
ED
B
ow
ser
TR
AC
E C
K.
Kin
g
QU
AN
TIT
IE
S
S.W
.K.
S.W
.K.
R
ev
ised
n
otes
R
em
ì ru
mb
le strip
s th
ru
sd
rd
.
AP
P'D
.
J
am
es O
. B
rew
er
KDOT Graphics Certified
KD
OT
Gra
ph
ics C
ert
ifie
d07-09-2015
Page 5
1 O
F 2
183-
83
KA
501
2-01
DA
TE
RE
VIS
ION
SB
YA
PP
'DN
O.
KA
NS
AS
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
(C
EN
TE
RL
IN
E)
MIL
LE
D R
UM
BL
E S
TR
IP
S
9-2
4-0
9
1 1
-15-1
0
J.O
.B.
J.O
.B.
FH
WA
AP
PR
OV
AL
5-26-1 1
DE
SIG
NE
D
2 1
DE
TA
IL
ED
DE
SIG
N C
K.
DE
TA
IL
CK
.
QU
AN
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.
RD
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TR
AC
ED
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ow
ser
TR
AC
E C
K.
Kin
g
QU
AN
TIT
IE
S
S.W
.K.
S.W
.K.
R
ev
ised
n
otes
R
em
ì ru
mb
le strip
s th
ru
sd
rd
.
AP
P'D
.
J
am
es O
. B
rew
er
KDOT Graphics Certified
KD
OT
Gra
ph
ics C
ert
ifie
d07-09-2015
ì P
roje
ctÜ
Should
erÜ
Úì Sideroad or
Cente
rlin
e R
um
ble
Str
ips
TY
PIC
AL
MIN
OR
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ER
OA
D O
R E
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avel
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um
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nd
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ay
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avel
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Traffic
Traffic
TY
PIC
AL
IN
ST
AL
LA
TIO
N
Paved Entrance
End of Rad.
End of Rad.
12"
depth
5"
7"
•" to †"
12" Radius
12
"5"
7"
PL
AN
EL
EV
AT
ION
PL
AN
A
B BA
AAB B
DE
TA
IL
S O
F D
EP
RE
SS
IO
N (
Alt
ern
ate
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ap
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DE
TA
ILS
OF
DE
PR
ES
SIO
N
depth
•" to †"
12" Radius
12"
depth
•" to †"12"
SE
CT
ION
B-B
(A
LT
. S
HA
PE
)
•" to †"
depth
(Typic
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both
shapes)
SE
CT
ION
B-B
SE
CT
ION
A-A
ÚT
op
of
pav
em
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tÚ
To
p o
f p
av
em
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t
7"
12"
AL
T. R
UM
BL
E S
TR
IP S
HA
PE
Page 6
2 O
F 2
183-
83
KA
501
2-01
3
2
1 7/26/05
9/20/05
5/25/12 B.D.G.
B.D.G.
B.D.G.
B.A.H.
J.F.F.
J.F.F.
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS DEPARTMENT OF TRANSPORTATION
TE308 5/25/2012
J.F.F.
B.D.G. B.D.G.
J.F.F.
Brian D. Gower
Added Dotted Extension and Lane Drop Lines
Removed Aux. Passing Lane Dotted Ext. Line
New FHWA Approval Date
UNDIVIDED ROADWAYS
MARKING DETAILS FOR
TYPICAL PAVEMENT
W4-2
D
4" SOLID YELLOW LINE
6" BROKEN WHITE LANE LINE6" SOLID WHITE EDGELINE
FOR POSTED SPEEDS ABOVE 40 MPH
POSTED SPEED * 12
DOTTED EXTENSION LINE TAPER LENGTH
NOTE:
D/4
300’ 300’
6" SOLID WHITE EDGELINE
6" DOTTED WHITE EXTENSION LINE6" WHITE LANE DROP LINE
TYPICAL MARKING FOR AUXILIARY PASSING LANE
TWO-WAY LEFT TURN DETAIL FOR FIVE LANE ROADWAY
TWO-WAY LEFT TURN DETAIL FOR THREE LANE ROADWAY
TWO-WAY LEFT TURN ARROW SPACING DETAIL
6" BROKEN WHITE LANE LINE 4" SOLID YELLOW LINE SHOULDER LINE
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
4" BROKEN YELLOW LINESHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
6" BROKEN WHITE LANE LINE
SHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
4" SOLID YELLOW LINE SHOULDER LINE
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
4" BROKEN YELLOW LINE
THE SPACING DETAIL.
IF ARROWS ARE USED SPACE THE ARROWS AS SHOWN IN
NOTE:
16’
(MPH)SPEED X 10 �(FT) SPACING
2’ 2’
NOTED ON PLANS.
LINES, UNLESS OTHERWISE
FOR DOTTED EXTENSION
TYPICAL SPACING
4’
3’ 3’
NOTED ON PLANS.
UNLESS OTHERWISE
FOR LANE DROP.
TYPICAL SPACING
9’
NOTED ON PLANS
UNLESS OTHERWISE
FOR BROKEN LINES
TYPICAL SPACING
24’8’
32’
NOTED ON PLANS
UNLESS OTHERWISE
NO PASSING LINES
TYPICAL SPACING FOR
4"
4"
4"
Pg 1 of 2
Page 7
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1 7/26/05
9/20/05
5/25/12 B.D.G.
B.D.G.
B.D.G.
B.A.H.
J.F.F.
J.F.F.
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS DEPARTMENT OF TRANSPORTATION
TE308 5/25/2012
J.F.F.
B.D.G. B.D.G.
J.F.F.
Brian D. Gower
Added Dotted Extension and Lane Drop Lines
Removed Aux. Passing Lane Dotted Ext. Line
New FHWA Approval Date
UNDIVIDED ROADWAYS
MARKING DETAILS FOR
TYPICAL PAVEMENT
Pg 2 of 2
ZONE WILL EXTEND 1000’ FROM INTERSECTION.
FOR HIGHWAY JUNCTIONS THE NO PASSING
CROSS ROADS.
ALL PAVEMENT MARKINGS SHALL BE BROKEN AT
NOTE:
4" BROKEN YELLOW LINE
6" WHITE EDGE LINE
6" WHITE EDGE LINE
4" SOLID YELLOW LINE
6" SOLID WHITE LANE LINE
6" SOLID WHITE LANE LINE
4" SOLID YELLOW LINE
6" WHITE EDGE LINE
4" BROKEN YELLOW LINE
6" WHITE EDGE LINE
500’
500’
TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES
TYPICAL TWO LANE MARKINGS
TYPICAL MARKINGS FOR FOUR LANE ROADWAY
12’
12’
12’
12’
12’
12’
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
6" BROKEN WHITE LANE LINE
4" SOLID YELLOW DOUBLE LINE
6" BROKEN WHITE LANE LINE SHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
SHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
4" BROKEN YELLOW LINE
4" SOLID YELLOW NO PASSING LINE
SHOULDER LINE6" SOLID WHITE EDGE LINE
W14-3
A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.
LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET
NOTE:
6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
NOTE:
Page 8
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1 9/20/05
10/20/06
5/25/12 B.D.G.
B.D.G.
B.D.G.
B.A.H.
T.L.H.
J.F.F.
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS DEPARTMENT OF TRANSPORTATION
TE309 7/26/2005
J.F.F.
B.D.G. B.D.G.
J.F.F.
Brian D. Gower
Updated Chart B and Lane Drop Lines
RR Xing Symbol Changed from 18" to 16"
Added 4" Solid Yellow Double Line to RRxing
DETAIL SHEET
PAVEMENT MARKING
MISCELLANEOUS
TYPICAL
TYPICAL CROSSWALKS
8’
TYPE I
5’ MIN.
TYPE II
MIN.
5’
MIN.
6’
INSIDE EDGE TO INSIDE EDGE.
THEY SHALL BE SPACED A MINIMUM OF 6’ APART FROM
TYPE I: CROSSWALK LINES SHALL BE 12" SOLID WHITE LINES.
TRANSVERSE CROSSWALK LINES MAY BE ADDED.
THE CROSSWALK WIDTH SHOULD BE NOT LESS THAN 8’. THE
WHEEL PATH IN SUCH A MANNER AS TO MINIMIZE TRAFFIC WEAR.
LINE PLACEMENT IS DETERMINED BY LANE LINE,CENTER LINE, AND
PLACED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE
TYPE II: THESE LINES SHOULD BE SOLID WHITE 24" WIDE
5’ FROM CROSSWALKS.
WHEN REQUIRED, STOP LINES SHALL BE INSTALLED A MINIMUM OF
MUST
RIGHTLANE
TURN RIGHT
80’
80’
25’ MIN
8’
8’
561’
SIDE ROAD
SAME SPACING
USING THE
AND ABOVE
FOR 55 MPH
YELLOW LINE
4" SOLID
YELLOW LINE
4" BROKEN
FOR RIGHT LANE MUST TURN RIGHT
TYPICAL SIGNING AND MARKING
R3-7
WHITE LINE
8" SOLID
WHITE LANE DROP LINE
8" BROKEN
AND A MAXIMUM OF 250’ PRIOR TO THE 8"SOLID WHITE LINE
THE LANE DROP MARKINGS LENGTH IS A MINIMUM OF 100’
Pg 1 of 2
Page 9
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1 9/20/05
10/20/06
5/25/12 B.D.G.
B.D.G.
B.D.G.
B.A.H.
T.L.H.
J.F.F.
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS DEPARTMENT OF TRANSPORTATION
TE309 7/26/2005
J.F.F.
B.D.G. B.D.G.
J.F.F.
Brian D. Gower
Updated Chart B and Lane Drop Lines
RR Xing Symbol Changed from 18" to 16"
Added 4" Solid Yellow Double Line to RRxing
DETAIL SHEET
PAVEMENT MARKING
MISCELLANEOUS
TYPICAL
Pg 2 of 2
35 MPH
40 MPH
45 MPH
50 MPH
55 MPH
60 MPH
65 MPH
70 MPH
20’
25’
30’
35’
45’
50’
55’
60’
65’
40’
70’
20 MPH
25 MPH
30 MPH
35 MPH
45 MPH
50 MPH
55 MPH
60 MPH
65 MPH
80’
125’
180’
245’
540’
600’
660’
720’
780’
40 MPH
70 MPH 840’
320’
X L
20 MPH
25 MPH
30 MPH
4"
4"
4"
L
CHART "B" CHART "C"
SPEED
APPROACH
SPEED
APPROACH
4" DOUBLE YELLOW LINE
12" YELLOW DIAGONAL LINEB
A30°
FOR SPEEDS GREATER THAN OR EQUAL TO 45 MPH, R=300’.
FOR SPEEDS LESS THAN OR EQUAL TO 40 MPH, R=150’.
TIMES THE HEIGHT OF THE CHARACTERS, UNDER ANY CONDITIONS.
THE CHARACTERS FOR LOW SPEED ROADS BUT NOT MORE THAN TEN
BETWEEN LINES SHOULD BE AT LEAST FOUR TIMES THE HEIGHT OF
IF ARROWS ARE USED AND UNLESS OTHERWISE SPECIFIED THE SPACE
TO THE NEXT HIGHER 5 MPH INCREMENT.
CALCULATED USING THE EQUATIONS BELOW AND INCREASED
TO BE DETERMINED USING CHART C. VALUES FOR L WERE
THE APPROACH TAPER LENGTH FROM POINT A TO POINT B IS
- SPEEDS = 45 MPH L= W*S
60
- SPEEDS < 45 MPH L= W*S†
STOP LINE
24" WHITE
WHITE LANE LINE
6" SOLID
( FROM CHART B)
X
MINIMUM
25’
APPROACH TAPER DETAIL
TYPICAL
ADEQUATE ADVANCE WARNING TO THE DRIVER
CONDITIONS AND OTHER SIGNING TO PROVIDE
(X) PLACEMENT LOCATION IS DEPENDENT ON SITE
60
55
50
45
40
35
65
70
30
25
20
MPH
SPEED
CHART "A"
(feet)
D
DISTANCE
ARE MINIMUM.
ALL DISTANCES
150
225
300
375
450
550
650
750
85075
(X)
(X)
(X)6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
NOTE:
*STOP LINE 8’ FROM NEAR EDGE OF GATE OR CANTILEVER, IF PRESENT.
FOR R X R SYMBOLS DETAILS.
REFER TO STANDARD ALPHABET FOR HIGHWAY SIGNS AND MARKINGS
SYMBOLS SHOULD BE USED IN EACH APPROACH LANE.
ACROSS ALL APPROACH LANES, AND INDIVIDUAL R X R
ON MULTI-LANE ROADS THE TRANSVERSE BANDS SHOULD EXTEND
CROSSING.
FOR TWO-LANE APPROACH OPERATION ON THE APPROACH TO A
A THREE-LANE ROADWAY SHOULD BE MARKED WITH A CENTERLINE
RR
RAILROAD CROSSING MARKING
6.6’
20’
6.6’6.6’ 3.3’
SYMBOL
24"
10’ 16’
60’
1.6’
5’
24’
DISTANCE D FROM CHART A
16"
VARIES
6" SOLID WHITE LINE
24"
6" BROKEN WHITE LANE LINE
4" SOLID YELLOW DOUBLE LINE
300’
6" WHITE EDGE LINE
4" BROKEN YELLOW LINE
4" SOLID YELLOW LINE
APPROX.
15’
W10-1
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