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

)