Plan/Detail Sheets - Kansas Department of Transportation

Page 1 of 18
I070
K005
STATE # 105 KA 4540-01
FED # HSIP-A043(117)
I670
105 KA 4540-01
Page 2 of 18
105 KA 4540-01
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105 KA 4540-01
6" DOTTED WHITE
EXTENSION LINE
12" SOLID WHITE CHEVRON LINE
FULL LENGTH OF DECELERATION LANE
40’
6" SOLID
6" SOLID YELLOW EDGE LINE
WHITE EDGE LINE
8" SOLID WHITE GORE MARKINGS
30
6" SOLID YELLOW EDGE LINE
12" SOLID WHITE DIAGONAL LINE
6" BROKEN WHITE LANE LINE
TYPICAL DECELERATION EXIT RAMP
12" SOLID WHITE CHEVRON LINE
40’
6" SOLID YELLOW EDGE LINE
6" SOLID
8" SOLID WHITE GORE MARKINGS
WHITE EDGE LINE
6" DOTTED WHITE EXTENSION LINE
12" SOLID WHITE DIAGONAL LINE
30
6" SOLID YELLOW EDGE LINE
6" BROKEN WHITE LANE LINES
TYPICAL TAPERED EXIT RAMP
6" BROKEN WHITE LANE LINES
6" DOTTED WHITE EXTENSION LINE
6" SOLID YELLOW EDGE LINE
6" SOLID YELLOW
EDGE LINE
6" SOLID
WHITE EDGE LINE
8" SOLID WHITE GORE MARKING
FULL LENGTH OF ACCELERATION LANE
TYPICAL ACCELERATION RAMP
2
5/25/12
Dotted Extension Lines and Lane Drop Lines
B.A.H.
1
7/26/05
New FHWA Approval Date
J.F.F.
NO.
DATE
BY
REVISIONS
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL PAVEMENT
MARKING DETAILS FOR
MULTI-LANE DIVIDED
ROADWAYS
Pg 1 of 2
Page 4 of 18
TE307
FHWA APPROVAL
5/25/2012 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
APP’D
105 KA 4540-01
SHOULDER LINE
EDGE OF PAVEMENT
12’
6" SOLID WHITE EDGE LINE
12’
12’
EDGE OF PAVEMENT
6" BROKEN WHITE LANE LINE
C
L
6" SOLID YELLOW EDGE LINE
EDGE OF PAVEMENT
12’
6" SOLID WHITE EDGE LINE
12’
EDGE OF PAVEMENT
SHOULDER LINE
TYPICAL LANE LINE AND EDGE LINE MARKINGS
FOR FOUR LANE AND SIX LANE DIVIDED HIGHWAYS
6" SOLID YELLOW EDGE LINE
8" SOLID WHITE GORE MARKINGS
6" SOLID
12" SOLID WHITE CHEVRON LINE
1
2
300’
12" SOLID WHITE
WHITE EDGE LINE
MILE
8" SOLID WHITE
8" LANE DROP
LINE
MARKING
DIAGONAL LINE
30
6" SOLID YELLOW EDGE LINE
8" LANE DROP MARKING
6" BROKEN WHITE LANE LINES
TYPICAL LANE DROP
2’
4’
8’
24’
3’
2’
9’
3’
32’
TYPICAL SPACING
FOR DOTTED EXTENSION
LINES, UNLESS OTHERWISE
NOTED ON PLANS.
TYPICAL SPACING
FOR BROKEN LINES
UNLESS OTHERWISE
NOTED ON PLANS.
TYPICAL SPACING
FOR LANE DROP.
UNLESS OTHERWISE
NOTED ON PLANS.
NOTE:
LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A
Pg 2 of 2
MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.
NOTE:
AT RAMP TERMINALS WITH CROSS-ROADS, WRAP 6" EDGE LINES
2
5/25/12
Dotted Extension Lines and Lane Drop Lines
B.A.H.
1
7/26/05
New FHWA Approval Date
J.F.F.
NO.
DATE
BY
REVISIONS
KANSAS DEPARTMENT OF TRANSPORTATION
AROUND RADII.
TYPICAL PAVEMENT
MARKING DETAILS FOR
MULTI-LANE DIVIDED
NOTE:
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
Page 5 of 18
ROADWAYS
TE307
FHWA APPROVAL
5/25/2012 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
APP’D
105 KA 4540-01
300’
300’
6" SOLID WHITE EDGELINE
4" SOLID YELLOW LINE
D/4
6" WHITE LANE DROP LINE
6" DOTTED WHITE EXTENSION LINE
6" BROKEN WHITE LANE LINE
6" SOLID WHITE EDGELINE
NOTE:
DOTTED EXTENSION LINE TAPER LENGTH
FOR POSTED SPEEDS ABOVE 40 MPH
D
W 4-2
POSTED SPEED * 12
TYPICAL MARKING FOR AUXILIARY PASSING LANE
4’
2’
4" SOLID YELLOW LINE
6" BROKEN WHITE LANE LINE
2’
SHOULDER LINE
EDGE OF PAVEMENT
TYPICAL SPACING
FOR DOTTED EXTENSION
LINES, UNLESS OTHERWISE
NOTED ON PLANS.
6" SOLID WHITE EDGE LINE
3’
9’
3’
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
6" BROKEN WHITE LANE LINE
SHOULDER LINE
4" BROKEN YELLOW LINE
TWO-WAY LEFT TURN DETAIL FOR FIVE LANE ROADWAY
TYPICAL SPACING
FOR LANE DROP.
UNLESS OTHERWISE
NOTED ON PLANS.
24’
8’
SHOULDER LINE
4" SOLID YELLOW LINE
32’
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
TYPICAL SPACING
FOR BROKEN LINES
UNLESS OTHERWISE
NOTED ON PLANS
4" BROKEN YELLOW LINE
SHOULDER LINE
4"
TWO-WAY LEFT TURN DETAIL FOR THREE LANE ROADWAY
4"
SPACING(FT)
10 XSPEED(MPH)
4"
TYPICAL SPACING FOR
NO PASSING LINES
UNLESS OTHERWISE
NOTED ON PLANS
16’
TWO-WAY LEFT TURN ARROW SPACING DETAIL
3
NOTE:
IF ARROWS ARE USED SPACE THE ARROWS AS SHOWN IN
5/25/12
Added Dotted Extension and Lane Drop Lines
B.A.H.
2
9/20/05
Removed Aux. Passing Lane Dotted Ext. Line
J.F.F.
1
7/26/05
New FHWA Approval Date
J.F.F.
NO.
DATE
REVISIONS
BY
KANSAS DEPARTMENT OF TRANSPORTATION
THE SPACING DETAIL.
TYPICAL PAVEMENT
Pg 1 of 2
MARKING DETAILS FOR
UNDIVIDED ROADWAYS
TE308
FHWA APPROVAL
Page 6 of 18
5/25/2012 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
B.D.G.
APP’D
NOTE:
105 KA 4540-01
ALL PAVEMENT MARKINGS SHALL BE BROKEN AT
CROSS ROADS.
FOR HIGHWAY JUNCTIONS THE NO PASSING
ZONE WILL EXTEND 1000’ FROM INTERSECTION.
6" SOLID WHITE LANE LINE
4" BROKEN YELLOW LINE
4" SOLID YELLOW LINE
6" WHITE EDGE LINE
6" WHITE EDGE LINE
500’
500’
6" WHITE EDGE LINE
6" WHITE EDGE LINE
6" SOLID WHITE LANE LINE
4" SOLID YELLOW LINE
4" BROKEN YELLOW LINE
TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES
6" BROKEN WHITE LANE LINE
SHOULDER LINE
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
12’
12’
4" SOLID YELLOW DOUBLE LINE
12’
6" SOLID WHITE EDGE LINE
12’
EDGE OF PAVEMENT
6" BROKEN WHITE LANE LINE
SHOULDER LINE
TYPICAL MARKINGS FOR FOUR LANE ROADWAY
W14-3
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
4" BROKEN YELLOW LINE
12’
12’
4" SOLID YELLOW NO PASSING LINE
EDGE OF PAVEMENT
SHOULDER LINE
6" SOLID WHITE EDGE LINE
TYPICAL TWO LANE MARKINGS
NOTE:
Pg 2 of 2
LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET
A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.
3
5/25/12
Added Dotted Extension and Lane Drop Lines
B.A.H.
2
9/20/05
Removed Aux. Passing Lane Dotted Ext. Line
J.F.F.
1
7/26/05
New FHWA Approval Date
J.F.F.
NO.
DATE
REVISIONS
NOTE:
BY
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL PAVEMENT
MARKING DETAILS FOR
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
UNDIVIDED ROADWAYS
6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
TE308
FHWA APPROVAL
Page 7 of 18
5/25/2012 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
B.D.G.
APP’D
105 KA 4540-01
TYPICAL SIGNING AND MARKING
FOR RIGHT LANE MUST TURN RIGHT
4" BROKEN
YELLOW LINE
SIDE ROAD
25’ MIN
8’
FOR 55 MPH
AND ABOVE
80’
USING THE
SAME SPACING
561’
8’
80’
8" SOLID
WHITE LINE
4" SOLID
YELLOW LINE
8" BROKEN
WHITE LANE DROP LINE
RI
GHTLANE
MUST
TYPICAL CROSSWALKS
TURN RI
GHT
TYPE I: CROSSWALK LINES SHALL BE 12" SOLID WHITE LINES.
THEY SHALL BE SPACED A MINIMUM OF 6’ APART FROM
R3-7
THE LANE DROP MARKINGS LENGTH IS A MINIMUM OF 100’
INSIDE EDGE TO INSIDE EDGE.
AND A MAXIMUM OF 250’ PRIOR TO THE 8"SOLID WHITE LINE
TYPE II: THESE LINES SHOULD BE SOLID WHITE 24" WIDE
PLACED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE
LINE PLACEMENT IS DETERMINED BY LANE LINE,CENTER LINE, AND
WHEEL PATH IN SUCH A MANNER AS TO MINIMIZE TRAFFIC WEAR.
THE CROSSWALK WIDTH SHOULD BE NOT LESS THAN 8’. THE
TRANSVERSE CROSSWALK LINES MAY BE ADDED.
WHEN REQUIRED, STOP LINES SHALL BE INSTALLED A MINIMUM OF
5’ FROM CROSSWALKS.
5’ MIN.
TYPE I
TYPE II
Pg 1 of 2
6’
MIN.
3
5/25/12
2
10/20/06
1
NO.
9/20/05
Updated Chart B and Lane Drop Lines
B.A.H.
RR Xing Symbol Changed from 18" to 16"
T.L.H.
Added 4" Solid Yellow Double Line to RRxing
J.F.F.
DATE
BY
REVISIONS
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL
MISCELLANEOUS
5’
PAVEMENT MARKING
8’
DETAIL SHEET
MIN.
TE309
FHWA APPROVAL
Page 8 of 18
7/26/2005 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
B.D.G.
APP’D
105 KA 4540-01
RAILROAD CROSSING MARKING
6" BROKEN WHITE LANE LINE
15’
SYMBOL
300’
24"
APPROX.
24"
4" BROKEN YELLOW LINE
4" SOLID YELLOW LINE
6.6’ 3.3’
4" SOLID YELLOW DOUBLE LINE
6.6’
VARIES
16"
6" SOLID WHITE LINE
1.6’
6.6’
20’
24’
10’
16’
60’
5’
6" WHITE EDGE LINE
DISTANCE D FROM CHART A
R
R
W 10-1
CHART "A"
SPEED
MPH
DISTANCE
D
(feet)
A THREE-LANE ROADWAY SHOULD BE MARKED WITH A CENTERLINE
75
850
70
750
ON MULTI-LANE ROADS THE TRANSVERSE BANDS SHOULD EXTEND
65
650
ACROSS ALL APPROACH LANES, AND INDIVIDUAL R X R
60
550
SYMBOLS SHOULD BE USED IN EACH APPROACH LANE.
55
450
REFER TO STANDARD ALPHABET FOR HIGHWAY SIGNS AND MARKINGS
50
375
FOR R X R SYMBOLS DETAILS.
45
300
FOR TWO-LANE APPROACH OPERATION ON THE APPROACH TO A
CROSSING.
40
225
35
150
*STOP LINE 8’ FROM NEAR EDGE OF GATE OR CANTILEVER, IF PRESENT.
NOTE:
30
(X)
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
25
(X)
6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
20
(X)
(X) PLACEMENT LOCATION IS DEPENDENT ON SITE
CONDITIONS AND OTHER SIGNING TO PROVIDE
ADEQUATE ADVANCE WARNING TO THE DRIVER
ALL DISTANCES
ARE MINIMUM.
TYPICAL
APPROACH TAPER DETAIL
25’
X
MINIMUM
( FROM CHART B)
4" DOUBLE YELLOW LINE
A
12" YELLOW DIAGONAL LINE
L
4"
B
30
6" SOLID
WHITE LANE LINE
24" WHITE
4"
4"
STOP LINE
CHART "B"
THE APPROACH TAPER LENGTH FROM POINT A TO POINT B IS
CHART "C"
APPROACH
APPROACH
TO BE DETERMINED USING CHART C. VALUES FOR L WERE
SPEED
X
L
SPEED
CALCULATED USING THE EQUATIONS BELOW AND INCREASED
20 MPH
20’
20 MPH
80’
TO THE NEXT HIGHER 5 MPH INCREMENT.
25 MPH
25’
25 MPH
125’
- SPEEDS < 45 MPH
L= W*S†
30 MPH
30’
30 MPH
180’
60
35 MPH
35’
35 MPH
245’
40 MPH
40’
40 MPH
320’
45 MPH
45’
45 MPH
540’
IF ARROWS ARE USED AND UNLESS OTHERWISE SPECIFIED THE SPACE
50 MPH
50’
50 MPH
600’
BETWEEN LINES SHOULD BE AT LEAST FOUR TIMES THE HEIGHT OF
55 MPH
55’
55 MPH
660’
THE CHARACTERS FOR LOW SPEED ROADS BUT NOT MORE THAN TEN
60 MPH
60’
60 MPH
720’
65 MPH
65’
65 MPH
780’
70 MPH
70’
70 MPH
840’
- SPEEDS = 45 MPH
L= W*S
TIMES THE HEIGHT OF THE CHARACTERS, UNDER ANY CONDITIONS.
FOR SPEEDS LESS THAN OR EQUAL TO 40 MPH, R=150’.
3
5/25/12
2
10/20/06
1
NO.
FOR SPEEDS GREATER THAN OR EQUAL TO 45 MPH, R=300’.
9/20/05
Updated Chart B and Lane Drop Lines
B.A.H.
RR Xing Symbol Changed from 18" to 16"
T.L.H.
Added 4" Solid Yellow Double Line to RRxing
J.F.F.
DATE
BY
REVISIONS
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL
MISCELLANEOUS
PAVEMENT MARKING
DETAIL SHEET
Pg 2 of 2
Page 9 of 18
TE309
FHWA APPROVAL
7/26/2005 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
B.D.G.
APP’D
Page 10 of 18
I070
105 KA 4540-01
Page 11 of 18
105 KA 4540-01
I070
Page 12 of 18
I70
105 KA 4540-01
I70
105 KA 4540-01
Page 13 of 18
Page 14 of 18
105 KA 4540-01
I670
I670
105 KA 4540-01
Page 15 of 18
Page 16 of 18
105 KA 4540-01
K005
K005
105 KA 4540-01
Page 17 of 18
Wyandotte
105 KA 4540-01
Page 18 of 18

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