101453 d02 traffic signage
TRANSCRIPT
MID-BLOCK CROSSING
UNIVERSITY OF KENTUCKY
DESIGN STANDARDS
W16-7P
24"X12"
W11-2
30"X30"
W11-2
30"X30"
W16-9P
AHEAD24"X12"
W11
-230
"X30
"
W16
-9P
AHEA
D24
"X12
"
W11
-230
"X30
"
W16
-7P
24"X
12"
W16
-7P
24"X
12"
W11
-230
"X30
"W11-2
30"X30"
W16-7P
24"X12"
75' MIN8'
MIN
20' to 30'
NOTES:
1. AN ENGINEERING STUDY SHOULD BE PERFORMED BEFORE A MARKED
CROSSWALK IS INSTALLED AT A LOCATION AWAY FROM A TRAFFIC CONTROL
SIGNAL OR AN APPROACH CONTROLLED BY A STOP OR YIELD SIGN UNLESS
OTHERWISE APPROVED BY THE UNIVERSITY.
2. ALL PAVEMENT MARKINGS ARE TO BE DURABLE MARKING MATERIAL UNLESS
OTHERWISE APPROVED BY THE UNIVERSITY.
3. PAVEMENT MARKING INSTALLATION SHALL CONFORM TO SECTION 714 AND 717
OF THE KENTUCKY DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATION FOR
ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION.
4. PAVEMENT MARKING MATERIALS SHALL CONFORM TO SECTIONS 836 AND 837 OF
THE KENTUCKY DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATION FOR
ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION.
5. SEE STANDARD DETAIL 321723 D02 PAGE 4 FOR BIKE PAVEMENT MARKING.
101453 D02 TRAFFIC SIGNAGE
101453 D02 TRAFFIC SIGNAGE
Dated: 11/2020
Applies to: All Projects
University of Kentucky
Page 1 of 6
2
THE MINIMUM PARKING SETBACK IS 20' IN ADVANCE OF THE CROSSING WHEN
SPEEDS ARE 25 MPH OR LESS AND 30' WHEN SPEEDS ARE BETWEEN 26 MPH
AND 35 MPH.
PLACEMENT OF W11-2 AND W16-9P SIGNAGE MAY BE ADJUSTED TO IMPROVE
VISIBILITY WHEN ON-STREET PARKING IS PRESENT.
CROSS WALK LINES, SOLID WHITE, 12" WIDE, 24" APART. LAYOUT
OF CROSS WALK LINES SHOULD AVOID WHEEL PATHS.
SEE STANDARD DETAIL 101453 D02 PAGE 6
FOR YIELD LINE DETAIL.
1
KEYNOTES:
1
2
12"X36"R1-6
12"X
36"
R1-6
75' MIN
3
3
4" WHITE
4" DOUBLE
YELLOW
2'
4
4
10'
MIN
W16
-7P
24"X
12"
W11
-230
"X30
"W11-2
30"X30"
W16-7P
24"X12"
W16-7P
24"X12"
W11-2
30"X30" W11
-230
"X30
"
W16
-7P
24"X
12"
W17-1
RAISED(M
OD.)
X-ING
W13-1
M P H
1518"X18"
W17
-1(M
OD.
)
W13
-1M
P H
1518
"X18
"
10' MIN
100'
20' to 30'
6'
NOTES:
1. AN ENGINEERING STUDY SHOULD BE PERFORMED BEFORE A MARKED CROSSWALK IS INSTALLED AT A
LOCATION AWAY FROM A TRAFFIC CONTROL SIGNAL OR AN APPROACH CONTROLLED BY A STOP OR
YIELD SIGN UNLESS OTHERWISE APPROVED BY THE UNIVERSITY.
2. ALL PAVEMENT MARKINGS ARE TO BE DURABLE MARKING MATERIAL UNLESS OTHERWISE APPROVED
BY THE UNIVERSITY.
3. PAVEMENT MARKING INSTALLATION SHALL CONFORM TO SECTION 714 AND 717 OF THE KENTUCKY
DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,
CURRENT EDITION.
4. PAVEMENT MARKING MATERIALS SHALL CONFORM TO SECTIONS 836 AND 837 OF THE KENTUCKY
DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,
CURRENT EDITION.
5. SEE STANDARD DETAIL 321723 D02 PAGE 4 FOR BIKE PAVEMENT MARKING.
RAISED CROSSING
UNIVERSITY OF KENTUCKY
DESIGN STANDARDS
101453 D02 TRAFFIC SIGNAGE
101453 D02 TRAFFIC SIGNAGE
Dated: 11/2020
Applies to: All Projects
University of Kentucky
Page 2 of 6
2
THE MINIMUM PARKING SETBACK IS 20' IN ADVANCE OF
THE CROSSING WHEN SPEEDS ARE 25 MPH OR LESS AND
30' WHEN SPEEDS ARE BETWEEN 26 MPH AND 35 MPH.
ADVANCED RAISED TRANSITION MARKING MAY BE USED
IN ADVANCE OF THE RAISED CROSSING WHERE ADDED
VISIBILITY IS DESIRED. WHEN MARKINGS ARE USED,
W17-1 (MOD.) AND W13-1 SIGNAGE TO BE PLACED AT
START OF MARKINGS.
SEE STANDARD DETAIL 101453 D02 PAGE 6 FOR RAISED
TRANSITION SECTION, RAISED TRANSITION PAVEMENT
MARKING, YIELD LINE DETAIL, AND ADVANCE WARNING
MARKING FOR RAISED TRANSITION.
CROSS WALK LINES, SOLID WHITE, 12" WIDE, 24" APART.
LAYOUT OF CROSS WALK LINES SHOULD
AVOID WHEEL PATHS.
1
KEYNOTES:
3
1
2
2
12"X36"R1-6
12"X
36"
R1-6
3
75' MIN
4" WHITE
4" DOUBLE
YELLOW
4
4
3
2'
10'
MIN
30"X
30"
30"X30"
SLOW
RAISE
DX-I
NG
SLOW
W17-1
SPEED30"X30"
HUMP
W13-1
M P H
1518"X18"
SPEED HUMP
PAVEMENT MARKINGS
12'
TY
P
6'
1
2
"
1
2
"
W17
-1SP
EED
30"X
30"
HUMP
W13
-1M
P H
1518
"X18
"
W16-7P
24"X12"
W11-2
30"X30" W11
-230
"X30
"
W16
-7P
24"X
12"
W16
-7P
24"X
12"
W11
-230
"X30
"W11-2
30"X30"
W16-7P
24"X12"
100'
8'
MIN
25'
CENTERLINE
OF LANE
75' MIN
MID-BLOCK CROSSING
WITH SPEED HUMP
UNIVERSITY OF KENTUCKY
DESIGN STANDARDS
101453 D02 TRAFFIC SIGNAGE
101453 D02 TRAFFIC SIGNAGE
Dated: 11/2020
Applies to: All Projects
University of Kentucky
Page 3 of 6
NOTES:
1. AN ENGINEERING STUDY SHOULD BE PERFORMED BEFORE A
MARKED CROSSWALK IS INSTALLED AT A LOCATION AWAY FROM
A TRAFFIC CONTROL SIGNAL OR AN APPROACH CONTROLLED BY
A STOP OR YIELD SIGN UNLESS OTHERWISE APPROVED BY THE
UNIVERSITY.
2. ALL PAVEMENT MARKINGS ARE TO BE DURABLE MARKING
MATERIAL UNLESS OTHERWISE APPROVED BY THE UNIVERSITY.
3. PAVEMENT MARKING INSTALLATION SHALL CONFORM TO SECTION
714 AND 717 OF THE KENTUCKY DEPARTMENT OF HIGHWAYS
STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION, CURRENT EDITION.
4. PAVEMENT MARKING MATERIALS SHALL CONFORM TO SECTIONS
836 AND 837 OF THE KENTUCKY DEPARTMENT OF HIGHWAYS
STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION, CURRENT EDITION.
5. SEE STANDARD DETAIL 321723 D02 PAGE 4 FOR BIKE PAVEMENT
MARKING.
ADVANCED SPEED HUMP MARKING MAY BE
USED IN ADVANCE OF THE SPEED HUMPS
WHERE ADDED VISIBILITY IS DESIRED. WHEN
MARKINGS ARE USED, W17-1 AND W13-1
SIGNAGE TO BE PLACED AT START OF
MARKINGS.
CROSS WALK LINES, SOLID WHITE, 12" WIDE, 24"
APART. LAYOUT OF CROSS WALK LINES
SHOULD AVOID WHEEL PATHS.
SEE STANDARD DETAIL 101453 D02 PAGE 6 FOR
SPEED HUMP DETAIL, YIELD LINE DETAIL, AND
ADVANCE WARNING MARKING FOR SPEED
HUMP.
CENTER OF SPEED HUMP PLACED 25' FROM
EDGE OF CROSSWALK.
1
KEYNOTES:
12"X36"R1-6
12"X
36"
R1-6
1
1
6'
12"
WHITE
TY
P
4" WHITE
4" DOUBLE
YELLOW
2
2
3
3
3
4
4
2'
10'
MIN
20' to 50' 75' MIN
W16
-9P
AHEA
D24
"X12
"
8'
MIN
W16
-7P
24"X
12"
W11-2
36"X36"
W16-9P
AHEAD24"X12"
20'
20' to 30'
MEDIAN
W11
-236
"X36
"
W11
-236
"X36
"
W16-7P
24"X12"
W11-2
36"X36"
MIN
MID-BLOCK CROSSING ON
MULTI-LANE STREET
UNIVERSITY OF KENTUCKY
DESIGN STANDARDS
101453 D02 TRAFFIC SIGNAGE
101453 D02 TRAFFIC SIGNAGE
Dated: 11/2020
Applies to: All Projects
University of Kentucky
Page 4 of 6
2
THE MINIMUM PARKING SETBACK IN ADVANCE OF THE YIELD LINE 20' FOR SPEEDS
25 MPH OR LESS AND 30' FOR SPEEDS 26 MPH TO 35 MPH.
W11-2 AND W16-7P SIGNAGE IS OPTIONAL. IF R1-5 SIGN LIMITS VISIBILITY, OMIT SIGN.
ADDITIONAL W11-2 AND W16-9P SIGNAGE MAY BE ADDED IN MEDIAN WHEN RIGHT
SIDE VISIBILITY IS REDUCED BY ON-STREET PARKING.
CROSS WALK LINES, SOLID WHITE, 12" WIDE, 24" APART. LAYOUT OF CROSS WALK
LINES SHOULD AVOID WHEEL PATHS.
SEE STANDARD DETAIL 101453 D02 PAGE 6 FOR YIELD LINE DETAIL.
1
KEYNOTES:
NOTES:
1. AN ENGINEERING STUDY SHOULD BE PERFORMED BEFORE A MARKED
CROSSWALK IS INSTALLED AT A LOCATION AWAY FROM A TRAFFIC CONTROL
SIGNAL OR AN APPROACH CONTROLLED BY A STOP OR YIELD SIGN UNLESS
OTHERWISE APPROVED BY THE UNIVERSITY.
2. ALL PAVEMENT MARKINGS ARE TO BE DURABLE MARKING MATERIAL UNLESS
OTHERWISE APPROVED BY THE UNIVERSITY.
3. PAVEMENT MARKING INSTALLATION SHALL CONFORM TO SECTION 714 AND 717
OF THE KENTUCKY DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATION FOR
ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION.
4. PAVEMENT MARKING MATERIALS SHALL CONFORM TO SECTIONS
836 AND 837 OF THE KENTUCKY DEPARTMENT OF HIGHWAYS
STANDARD SPECIFICATION FOR ROAD AND
BRIDGE CONSTRUCTION, CURRENT EDITION.
5. SEE STANDARD DETAIL 321723 D02 PAGE 4
FOR BIKE PAVEMENT MARKING.
3
12"X36"R1-6
12"X
36"
R1-6
3
1
2
2
MEDIAN
4" WHITE
8'
MIN
4" YELLOW
4" WHITE
4
4
30'10'
2'
5
5
NOTES:
1. ALL PAVEMENT MARKINGS ARE TO BE DURABLE MARKING
MATERIAL UNLESS OTHERWISE APPROVED BY THE UNIVERSITY.
2. PAVEMENT MARKING INSTALLATION SHALL CONFORM TO SECTION
714 AND 717 OF THE KENTUCKY DEPARTMENT OF HIGHWAYS
STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION, CURRENT EDITION.
3. PAVEMENT MARKING MATERIALS SHALL CONFORM
TO SECTIONS 836 AND 837 OF THE KENTUCKY
DEPARTMENT OF HIGHWAYS STANDARD
SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION, CURRENT
EDITION.
4. SEE STANDARD DETAIL
321723 D02 PAGE 4 FOR
BIKE PAVEMENT MARKING.RAISED INTERSECTION SECTION DETAIL
STOPR1-1
30"X30"
R1-130"X30"
W16
-7P
24"X
12"
W11
-230
"X30
"W11-2
30"X30"
W16-7P
24"X12"
W13-1
M P H
1518"X18"
W13
-1M
P H
1518
"X18
"
W16-7P
24"X12"
W11-2
30"X30" W11
-230
"X30
"
W16
-7P
24"X
12"
ROADWAY WIDTH VARIES 6' MIN
EXISTING
ROADWAY
6.0"
6.0"
TY
P
TY
P
6'
8'
MIN
100'
20' to 30'
6' MIN
RAISED INTERSECTION
UNIVERSITY OF KENTUCKY
DESIGN STANDARDS
101453 D02 TRAFFIC SIGNAGE
101453 D02 TRAFFIC SIGNAGE
Dated: 11/2020
Applies to: All Projects
University of Kentucky
Page 5 of 6
3ADVANCED RAISED TRANSITION MARKING MAY BE USED IN ADVANCE OF THE
RAISED INTERSECTION WHERE ADDED VISIBILITY IS DESIRED. WHEN MARKINGS
ARE USED, W17-1 (MOD.) AND W13-1 SIGNAGE TO BE PLACED AT START OF
MARKINGS.
SEE STANDARD DETAIL 101453 D02 PAGE 6 FOR RAISED TRANSITION SECTION,
RAISED TRANSITION PAVEMENT MARKING, YIELD LINE DETAIL,
AND ADVANCE WARNING MARKING FOR RAISED TRANSITION.
SEE STANDARD DETAIL 321723 D02 PAGE 4 FOR DASHED BIKE
LANE MARKINGS
KEYNOTES (CONTINUED):
4
3
3
1
4
4" WHITE
4" DOUBLE
YELLOW
75' MIN
TYP
THE MINIMUM PARKING SETBACK IS 20' IN ADVANCE OF THE
CROSSING WHEN SPEEDS ARE 25 MPH OR LESS AND 30'
WHEN SPEEDS ARE BETWEEN 26 MPH AND 35 MPH.
CROSS WALK LINES, SOLID WHITE, 12" WIDE, 24" APART.
LAYOUT OF CROSS WALK LINES SHOULD AVOID WHEEL
1
KEYNOTES:
5
2
8'
STOP
TY
P
4
4
10'
MIN
W17-1
RAISED(M
OD.)
INT30"X30"
SLOW
W17
-1(M
OD.
)30
"X30
"RA
ISED
INTSLOW
2
5
8'
7'
6'
5'
4'
3'
2'
1'
100'
8'
2'
10'
12'
14'
16'
18'
20'
CENTERLINE OF
TRAVEL LANE
12" WHITE
TYP
LEADING EDGE
OF SPEED HUMP
RAISED6' MIN
TRANSITION CROSSING
8" MIN CONC.
4" DGA BASE
NOTES:
1. ALL PAVEMENT MARKINGS ARE TO BE DURABLE MARKING MATERIAL UNLESS OTHERWISE APPROVED
BY THE UNIVERSITY.
2. PAVEMENT MARKING INSTALLATION SHALL CONFORM TO SECTION 714 AND 717 OF THE KENTUCKY
DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,
CURRENT EDITION.
3. PAVEMENT MARKING MATERIALS SHALL CONFORM TO SECTIONS 836 AND 837 OF THE KENTUCKY
DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,
CURRENT EDITION.
4. UNIVERSITY PREFERENCE IS TO USE 6" RAISED CROSSING HEIGHT, HOWEVER THERE MAY BE
SITUATIONS WHERE SITE CONDITIONS WARRANT USING A REDUCED CROSSING HEIGHT. SUBMIT
JUSTIFICATION TO THE UNIVERSITY FOR APPROVAL.
SPEED HUMP PARABOLIC DETAIL
RAISED TRANSITION CONCRETE SECTION
3.0"
6'
1'
2.9"
2.7"
2.3"
1.7"
0.9"
ADVANCE WARNING
MARKINGS FOR RAISED
TRANSITION AND
SPEED HUMP DETAIL
PROFILE GRADE
RAISED TRANSITION ASPHALT SECTION
2'
2"
RAISED6' MIN
TRANSITION CROSSING
ASPHALT SURFACE ON
ASPHALT LEVELING
AND WEDGING
ASPHALT MILLING AS REQUIRED
PROFILE GRADE
PROFILE GRADE
MISCELLANEOUS
MID-BLOCK
CROSSING DETAILS
UNIVERSITY OF KENTUCKY
DESIGN STANDARDS
101453 D02 TRAFFIC SIGNAGE
101453 D02 TRAFFIC SIGNAGE
Dated: 11/2020
Applies to: All Projects
University of Kentucky
Page 6 of 6
6'
1
2
"
1
2
"
CENTERLINE
OF LANE
6'
SPEED HUMP AND RAISED
TRANSITION PAVEMENT MARKING
TYP
12" WHITE
TYP
36"
24"
9" to 12"
YIELD LINE DETAIL
6"
(T
YP
)
6"
(T
YP
)