ka 6079-01 · 2021. 1. 13. · ka 6079-01 page 2 of 14. page 3 of 14. ka 6079-01 page 4 of 14. ka...
TRANSCRIPT
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KA
607
9-01
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The contractor shall be responsible for noting the location of warning rumble strips prior to the work and reinstall these inproper location after the overlay. This work shall be subsidiary to other items in the contract.
KA 6079-01
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KA 6079-01
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KA
607
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M.P.H.
XXW 3-1
grooves is 1'.
in width. The spacing between the
25 grooves that are 3/8" in depth and 4"
The transverse rum ble strip consists of
18"6"
10°
24'
Edge o
f R
oadw
ay
Cen
terl
ine o
f R
oad
way
Centerline of Groove
Centerline of Groove
W 2-6
KW 16-12p
W 13-1
or
100'
100'
100'
Tranverse Rum ble Strip
TRANSVERSE RUM BLE STRIP DETAILS
CONSTRUCTION DETAILS LOCATION DETAILS
determine location of the transverse rum ble strip.
in advance of the W 2-6 assem bly. The engineer will
advance of the first W 3-1 sign encountered, or 100'
The transverse rum ble strip is to be located 100' in
Project : 8/13/18
77-18 KA 6079-01
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2
1 7/26/05
5/25/12
B.D.G.
B.D.G.
B.A.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
TE307 5/25/2012
J.F.F.
B.D.G. B.D.G.
J.F.F.
Brian D. Gower
Dotted Extension Lines and Lane Drop Lines
New FHWA Approval Date
ROADWAYS
MULTI-LANE DIVIDED
MARKING DETAILS FOR
TYPICAL PAVEMENT
TYPICAL DECELERATION EXIT RAMP
30°
40’
FULL LENGTH OF DECELERATION LANE
EXTENSION LINE
6" DOTTED WHITE
WHITE EDGE LINE
6" SOLID
6" BROKEN WHITE LANE LINE6" SOLID YELLOW EDGE LINE 12" SOLID WHITE DIAGONAL LINE
8" SOLID WHITE GORE MARKINGS
6" SOLID YELLOW EDGE LINE
12" SOLID WHITE CHEVRON LINE
TYPICAL TAPERED EXIT RAMP
30°
40’
6" SOLID YELLOW EDGE LINE6" BROKEN WHITE LANE LINES
WHITE EDGE LINE
6" SOLID
6" DOTTED WHITE EXTENSION LINE12" SOLID WHITE DIAGONAL LINE
6" SOLID YELLOW EDGE LINE
12" SOLID WHITE CHEVRON LINE
8" SOLID WHITE GORE MARKINGS
TYPICAL ACCELERATION RAMP
FULL LENGTH OF ACCELERATION LANE 8" SOLID WHITE GORE MARKING
EDGE LINE
6" SOLID YELLOW
WHITE EDGE LINE
6" SOLID
6" BROKEN WHITE LANE LINES 6" SOLID YELLOW EDGE LINE6" DOTTED WHITE EXTENSION LINE
Pg 1 of 2
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2
1 7/26/05
5/25/12
B.D.G.
B.D.G.
B.A.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
TE307 5/25/2012
J.F.F.
B.D.G. B.D.G.
J.F.F.
Brian D. Gower
Dotted Extension Lines and Lane Drop Lines
New FHWA Approval Date
ROADWAYS
MULTI-LANE DIVIDED
MARKING DETAILS FOR
TYPICAL PAVEMENT
12’
12’
12’
12’
12’
FOR FOUR LANE AND SIX LANE DIVIDED HIGHWAYS
TYPICAL LANE LINE AND EDGE LINE MARKINGS
6" SOLID YELLOW EDGE LINE
6" BROKEN WHITE LANE LINE
EDGE OF PAVEMENT
SHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
SHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
CL
TYPICAL LANE DROP
30°
300’
LINE
MILE21
8" LANE DROP
MARKING
8" SOLID WHITE
DIAGONAL LINE
12" SOLID WHITE
6" SOLID YELLOW EDGE LINE
8" SOLID WHITE GORE MARKINGS
12" SOLID WHITE CHEVRON LINE
6" SOLID YELLOW EDGE LINE
WHITE EDGE LINE
6" SOLID
6" BROKEN WHITE LANE LINES8" LANE DROP MARKING
2’ 2’ 3’ 3’
NOTED ON PLANS.
UNLESS OTHERWISE
FOR BROKEN LINES
TYPICAL SPACING
NOTED ON PLANS.
UNLESS OTHERWISE
FOR LANE DROP.
TYPICAL SPACING
NOTED ON PLANS.
LINES, UNLESS OTHERWISE
FOR DOTTED EXTENSION
TYPICAL SPACING
4’ 9’8’ 24’
32’
Pg 2 of 2MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.
LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A
NOTE:
AROUND RADII.
AT RAMP TERMINALS WITH CROSS-ROADS, WRAP 6" EDGE LINES
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:
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KA 6079-01
KA 6079-01
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KA
607
9-01
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22
320.70
6
KA 6079-01
46.5
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