perpendicular curb ramp as-built form (sheet 1 of 2) · as-built form (sheet 2 of 2) perpendicular...

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F L O WL I N E D WS SPACE CLEAR Yes No FLARED SIDE RAMP SURFACE DETECTABLE WARNING ( %)(-) TURNING SPACE As-Built Form (Sheet 1 of 2) Perpendicular Curb Ramp BREAK GRADE BREAK GRADE information. Curb Ramp Variance documentation may need to be completed. See sheet 2 for more Boxes checked "No" means curb ramp likely does not meet accessibility requirements. provided for this does not apply) outside of the adjacent active traffic lanes (if two ramps are corner, the clear space at the bottom of the ramp is wholly Where a curb ramp is a single diagonal ramp on the apex of a side is provided for that edge of the curb ramp. Where a curb ramp edge abuts a walkable surface a flared surrounding surface (light on dark, or dark on light). Detectable Warning Surface (DWS) contrasts visually with the Detectable Warning Surface (DWS) is 2' deep. ramp (within 2" of edge of ramp on each side). Detectable Warning Surface (DWS) spans the width of the curb than 1/4" vertical discontinuity). All grade breaks are perpendicular and joints are flush (less ( mea s u r e da d j ace n t t op a n li n e ) Version 1.3 - 06/04/2019 ( A 2 ) ( %) ( A 4 ) ( %) ( A 5 ) ( %) ( A 1 ) ( %) ( A 3 ) ( %) ( A 6 ) ( %) ( A 10 ) (I N . ) ( A 11 ) (I N . ) ( A 12 ) (I N . ) ( %)( + ) ( GC S ) ( A 7 ) (I N . ) ( A 8 ) (I N . ) ( A 9 ) (I N . ) ( R G) ( %) T r a ff i c

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Page 1: Perpendicular Curb Ramp As-Built Form (Sheet 1 of 2) · As-Built Form (Sheet 2 of 2) Perpendicular Curb Ramp PROWAG Requirements for Perpendicular Curb Ramps Shall be 48 inches minimum

FLOW

LINE

DWS

SPACE

CLEAR

Yes No

FLARED SIDE

RAMP

SURFACE

DETECTABLE WARNING

(%)(-)

TURNING SPACE

As-Built Form (Sheet 1 of 2)

Perpendicular Curb Ramp

BREAK

GRADE

BREAK

GRADE

information.

Curb Ramp Variance documentation may need to be completed. See sheet 2 for more

Boxes checked "No" means curb ramp likely does not meet accessibility requirements.

provided for this does not apply)

outside of the adjacent active traffic lanes (if two ramps are

corner, the clear space at the bottom of the ramp is wholly

Where a curb ramp is a single diagonal ramp on the apex of a

side is provided for that edge of the curb ramp.

Where a curb ramp edge abuts a walkable surface a flared

surrounding surface (light on dark, or dark on light).

Detectable Warning Surface (DWS) contrasts visually with the

Detectable Warning Surface (DWS) is 2' deep.

ramp (within 2" of edge of ramp on each side).

Detectable Warning Surface (DWS) spans the width of the curb

than 1/4" vertical discontinuity).

All grade breaks are perpendicular and joints are flush (less

(measured adjac

ent to pa

nline)

Version 1.3 - 06/04/2019

(A2) (%)

(A4) (%)

(A5) (%)

(A1) (%)

(A3) (%)

(A6) (%)

(A10) (IN.)

(A11) (IN.)

(A12) (IN.)

(%)(+)

(GCS)

(A7) (IN.)

(A8) (I

N.)

(A9) (IN.)

(RG) (%)

Traffic

Page 2: Perpendicular Curb Ramp As-Built Form (Sheet 1 of 2) · As-Built Form (Sheet 2 of 2) Perpendicular Curb Ramp PROWAG Requirements for Perpendicular Curb Ramps Shall be 48 inches minimum

As-Built Form (Sheet 2 of 2)

Perpendicular Curb Ramp

PROWAG Requirements for Perpendicular Curb Ramps

Shall be 48 inches minimum.

JOINTS AND GRADE BREAKS

SURFACES

DETECTABLE WARNING

feet from the back of curb, then the DWS is placed at the back of curb (See M-608-1 for placement detail).

feet from the back of curb, then the DWS is placed at the bottom of the curb ramp. If one edge of the grade break at the bottom of the ramp is more than 5

the width of the curb ramp (within 2 inches of the edge of the ramp on each side). If both edges of the grade break at the bottom of the ramp are less than 5

Detectable Warning Surfaces (DWS) shall contrast visually with the surrounding area (dark on light, light on dark). DWS shall be 24 inches deep and span

CURB RAMP RUNNING SLOPE

(A8)

CURB RAMP CROSS SLOPE

CURB RAMP WIDTH

FLARED SIDES

CLEAR SPACE

(A12)

(A11)

GUTTER COUNTER SLOPE (GCS) The gutter counter slope at the street or bottom of ramp runs shall be 5% maximum.

Shall not have a running slope greater than 8.33% (1:12)

TURNING SPACE RUNNING SLOPE

TURNING SPACE CROSS SLOPE

TURNING SPACE LENGTH

TURNING SPACE WIDTH

directions (single ramp on the apex of a corner), then the clear space must be wholly outside of any adjacent travel lanes (see below).

A 48 inch x 48 inch clear space must be provided beyond the bottom grade break of the curb ramp run. When a curb ramps services street crossings in two

Civil Rights Business Resource Center.

require that the CDOT ADA Curb Ramp Variance Support Document be completed. Submit completed forms to the CDOT

Curb ramps which do not meet the criteria listed above due to existing site constraints must be properly documented and

Walkable surface requires flared side

Non-walkable surface allows vertical curb to replace flare

abut a walkable surface steep flares or vertical curbs are acceptable.

pedestrian travel such as landscaping, turf, areas protected by street furniture, railings, or utilities (signal poles, fire hydrants, etc.). Where ramps do not

"Walkable" means an area that has been prepared for pedestrian use, such as a sidewalk or trail. Non-walkable surfaces include areas not intended for

When the side of a curb ramp run abuts a walkable surface, then that side of the ramp must have a flare. Flare slopes shall not exceed 10% (1:10).

slowing, the cross slope may equal the highway grade. At mid-block crossings the cross slope may equal the highway grade.

2.0% Typical (1:50). At crossings without yield or stop control, or with a signal where vehicles can proceed through the intersection without stopping or

Shall not exceed 2.0% (1:50)

slowing, the cross slope may equal the highway grade. At mid-block crossings the cross slope may equal the highway grade.

2.0% Typical (1:50). At crossings without yield or stop control, or with a signal where vehicles can proceed through the intersection without stopping or

must be increased to 60 inches minimum.

Shall be 48 inches minimum. If there is a vertical constraint at the back of the turning space the length in the direction of the ramp run

Shall be 48 inches minimum

inch. Joints must not have a horizontal difference greater than1#2 inch.4

1should be flush and must not have a vertical difference greater than a

Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the ramp run. Surface slopes that meet at grade breaks shall be flush. Joints

(A4)

(A3)

(A6)

(A5)

(A9)

(A10)

(A2)

(A1)

Page 3: Perpendicular Curb Ramp As-Built Form (Sheet 1 of 2) · As-Built Form (Sheet 2 of 2) Perpendicular Curb Ramp PROWAG Requirements for Perpendicular Curb Ramps Shall be 48 inches minimum

Yes No

Curb Ramp Variance documentation may need to be completed.

Boxes checked "No" means curb ramp likely does not meet accessibility requirements.

RAMP

SURFACE

DETECTABLE WARNING

(%)(-)

FLOW

LINE

SPACE

CLEAR

TURNING SPACE

BREAK

GRADE

BREAK

GRADE

BREAK

GRADE

BREAK

GRADE

provided for this does not apply)

outside of the adjacent active traffic lanes (if two ramps are

corner, the clear space at the bottom of the ramp is wholly

Where a curb ramp is a single diagonal ramp on the apex of a

Detectable Warning Surface (DWS) is placed at back of curb.

surrounding surface (light on dark, or dark on light).

Detectable Warning Surface (DWS) contrasts visually with the

Detectable Warning Surface (DWS) is 2' deep.

ramp (within 2" of edge of ramp on each side).

Detectable Warning Surface (DWS) spans the width of the curb

(less than 1/4" vertical discontinuity).

All grade breaks are perpendicular and joints are flush

As-Built Form (Sheet 1 of 2)

Parallel Curb Ramp

(B2) (%)

(B4) (%)

(B1) (%)

(B3) (%)

(measured adjac

ent to pa

nline)

Version 1.3 - 06/04/2019

(B9) (%)

(B12) (IN.)

(B13) (IN.)

(B14) (IN.)

(%)(+)

(GCS)

(B5) (IN.)

(B6) (IN.)

(B7) (I

N.)(B8) (IN.)

(B10) (%)

(B11) (IN.)

Traffic

(RG) (%)

Page 4: Perpendicular Curb Ramp As-Built Form (Sheet 1 of 2) · As-Built Form (Sheet 2 of 2) Perpendicular Curb Ramp PROWAG Requirements for Perpendicular Curb Ramps Shall be 48 inches minimum

As-Built Form (Sheet 2 of 2)

Perpendicular Curb Ramp

Shall be 48 inches minimum.

JOINTS AND GRADE BREAKS

SURFACES

DETECTABLE WARNING

CURB RAMP RUNNING SLOPE

(B11)

(B12)

CURB RAMP CROSS SLOPE

CURB RAMP WIDTH

CLEAR SPACE

(B14)

(B13)

GUTTER COUNTER SLOPE (GCS) The gutter counter slope at the street or bottom of ramp runs shall be 5% maximum.

Shall not have a running slope greater than 8.33% (1:12)

TURNING SPACE RUNNING SLOPE

TURNING SPACE CROSS SLOPE

TURNING SPACE LENGTH

TURNING SPACE WIDTH

Civil Rights Business Resource Center.

require that the CDOT ADA Curb Ramp Variance Support Document be completed. Submit completed forms to the CDOT

Curb ramps which do not meet the criteria listed above due to existing site constraints must be properly documented and

PROWAG Requirements for Parallel Curb Ramps

Shall not have a cross slope greater than 2.0% (1:50).

the width of the curb ramp (within 2 inches of the edge of the ramp on each side)(See M-608-1 for placement detail).

Detectable Warning Surfaces (DWS) shall contrast visually with the surrounding area (dark on light, light on dark). DWS shall be 24 inches deep and span

inches.

Shall be 48 inches minimum. If the turning space is constrained on two or more sides (e.g. Type 2C ramps) then the turning space length must be 60

Shall be 48 inches minimum

directions (single ramp on the apex of a corner). The clear space must be wholly outside of any adjacent travel lanes (see below).

A 48 inch x 48 inch clear space must be provided beyond the turning space when a curb ramps services street crossings in two

Shall not exceed 2.0% (1:50).

slowing, the cross slope may equal the highway grade. At mid-block crossings the cross slope may equal the highway grade.

2.0% Typical (1:50). At crossings without yield or stop control, or with a signal where vehicles can proceed through the intersection without stopping or

inch. Joints must not have a horizontal difference greater than1#2 inch.4

1should be flush and must not have a vertical difference greater than a

Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the ramp run. Surface slopes that meet at grade breaks shall be flush. Joints

(B4)

(B2)

(B3)

(B1)

(B8)

(B6)

(B10)

(B9)

Page 5: Perpendicular Curb Ramp As-Built Form (Sheet 1 of 2) · As-Built Form (Sheet 2 of 2) Perpendicular Curb Ramp PROWAG Requirements for Perpendicular Curb Ramps Shall be 48 inches minimum

FLARED SIDE

RAMP

SURFACE

DETECTABLE WARNING

TURNING SPACE

(%)(-)

Yes No

Curb Ramp Variance documentation may need to be completed.

Boxes checked "No" means curb ramp likely does not meet accessibility requirements.

Detectable Warning Surface (DWS) is placed at back of curb.

surrounding surface (light on dark, or dark on light).

Detectable Warning Surface (DWS) contrasts visually with the

Detectable Warning Surface (DWS) is 2' deep.

ramp (within 2" of edge of ramp on each side).

Detectable Warning Surface (DWS) spans the width of the curb

discontinuity).

All grade breaks and joints are flush (less than 1/4" vertical

(measured adjacent to panline)

(measured adjac

ent to pa

nline)

Version 1.3 - 06/04/2019

(C2) (%)

(C4) (%)

(C1) (%)

(C3) (%)(C14) (IN.)

(%)

(C10)

(%)(+

)

(GC

S)

(RRG) (%)

(LRG) (%)

As-Built Form (Sheet 1 of 2)

Blended Transition Curb Ramp

(C5) (%)

(C6) (%)

(C7) (IN.)(C

8) (I

N.)

(%)

(C9)

(%)

(C12)

(C13) (IN.)

(%)(C

11)

Left

Road

way

Approach

Right Roadway Approach

Page 6: Perpendicular Curb Ramp As-Built Form (Sheet 1 of 2) · As-Built Form (Sheet 2 of 2) Perpendicular Curb Ramp PROWAG Requirements for Perpendicular Curb Ramps Shall be 48 inches minimum

JOINTS AND GRADE BREAKS

SURFACES

DETECTABLE WARNING

CURB RAMP RUNNING SLOPE

(C13)

(C14)

CURB RAMP CROSS SLOPE

GUTTER COUNTER SLOPE (GCS) The gutter counter slope at the street or bottom of ramp runs shall be 5% maximum.

TURNING SPACE LENGTH

TURNING SPACE WIDTH

the width of the curb ramp (within 2 inches of the edge of the ramp on each side)(See M-608-1 for placement detail).

Detectable Warning Surfaces (DWS) shall contrast visually with the surrounding area (dark on light, light on dark). DWS shall be 24 inches deep and span

Civil Rights Business Resource Center.

require that the CDOT ADA Curb Ramp Variance Support Document be completed. Submit completed forms to the CDOT

Curb ramps which do not meet the criteria listed above due to existing site constraints must be properly documented and

Center ramp shall not have a running slope greater than 5.0% (1:20)

Shall not have a running slope greater than 8.33% (1:12)

TURNING SPACE CROSS SLOPES

Shall be 48 inches minimum

Shall be 48 inches minimum

FLARED SIDES On blended transitions where a center ramp is present flares will be required. Flare slopes shall not exceed 10% (1:10).

slowing, the cross slope may equal the highway grade.

2.0% Typical (1:50). At crossings without yield or stop control, or with a signal where vehicles can proceed through the intersection without stopping or

slowing, the cross slope may equal the highway grade.

2.0% Typical (1:50). At crossings without yield or stop control, or with a signal where vehicles can proceed through the intersection without stopping or

inch. Joints must not have a horizontal difference greater than1#2 inch.4

1should be flush and must not have a vertical difference greater than a

Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the ramp run. Surface slopes that meet at grade breaks shall be flush. Joints

As-Built Form (Sheet 2 of 2)

Blended Transition Curb Ramp

PROWAG Requirements for Blended Transitions

(C10)

(C9)

(C4)

(C2)

(C3)

(C1)

(C12)

(C11)

(C6)

(C5)

Page 7: Perpendicular Curb Ramp As-Built Form (Sheet 1 of 2) · As-Built Form (Sheet 2 of 2) Perpendicular Curb Ramp PROWAG Requirements for Perpendicular Curb Ramps Shall be 48 inches minimum

RAMP

SURFACE

DETECTABLE WARNING

TURNING SPACEYes No

Curb Ramp Variance documentation may need to be completed.

Boxes checked "No" means curb ramp likely does not meet accessibility requirements.

Detectable Warning Surface (DWS) is placed at back of curb.

surrounding surface (light on dark, or dark on light).

Detectable Warning Surface (DWS) contrasts visually with the

Detectable Warning Surface (DWS) is 2' deep.

ramp (within 2" of edge of ramp on each side).

Detectable Warning Surface (DWS) spans the width of the curb

discontinuity).

All grade breaks and joints are flush (less than 1/4" vertical

Version 1.3 - 06/04/2019

(measured adjacent to panline)

(measured adjac

ent to pa

nline)

(%)(D

9)

(D2) (%)

(D4) (%)

(D1) (%)

(D12) (IN.)

(D3) (%)

(%)(-)

(%)(+

)

(GC

S)

(RRG) (%)

(LRG) (%)

As-Built Form (Sheet 1 of 2)

Depressed Corner Curb Ramp

(D5) (IN.)

(D6) (I

N.)

(D8) (%)

(D7) (I

N.)

(%)

(D10)

(D11) (IN.)

Right Roadway Approach

Left

Road

way

Approach

Page 8: Perpendicular Curb Ramp As-Built Form (Sheet 1 of 2) · As-Built Form (Sheet 2 of 2) Perpendicular Curb Ramp PROWAG Requirements for Perpendicular Curb Ramps Shall be 48 inches minimum

JOINTS AND GRADE BREAKS

SURFACES

DETECTABLE WARNING

CURB RAMP RUNNING SLOPE

(D11)

(D12)

CURB RAMP CROSS SLOPE

GUTTER COUNTER SLOPE (GCS) The gutter counter slope at the street or bottom of ramp runs shall be 5% maximum.

TURNING SPACE LENGTH

TURNING SPACE WIDTH

the width of the curb ramp (within 2 inches of the edge of the ramp on each side)(See M-608-1 for placement detail).

Detectable Warning Surfaces (DWS) shall contrast visually with the surrounding area (dark on light, light on dark). DWS shall be 24 inches deep and span

Civil Rights Business Resource Center.

require that the CDOT ADA Curb Ramp Variance Support Document be completed. Submit completed forms to the CDOT

Curb ramps which do not meet the criteria listed above due to existing site constraints must be properly documented and

Shall be 48 inches minimum

Shall be 48 inches minimum

slowing, the cross slope may equal the highway grade.

2.0% Typical (1:50). At crossings without yield or stop control, or with a signal where vehicles can proceed through the intersection without stopping or

inch.2

1 inch. Joints must not have a horizontal difference greater than4

1should be flush and must not have a vertical difference greater than a

Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the ramp run. Surface slopes that meet at grade breaks shall be flush. Joints

As-Built Form (Sheet 2 of 2)

Depressed Corner Curb Ramp

Shall not have a running slope greater than 8.33% (1:12)

PROWAG Requirements for Depressed Corners

(D4)

(D2)

(D3)

(D1)

TURNING SPACE RUNNING SLOPE

TURNING SPACE CROSS SLOPE

Shall not exceed 2.0% (1:50)

slowing, the cross slope may equal the highway grade. At mid-block crossings the cross slope may equal the highway grade.

2.0% Typical (1:50). At crossings without yield or stop control, or with a signal where vehicles can proceed through the intersection without stopping or

(D10)

(D9)