Site Accessibility Evaluation
Americans with Disabilities Act
Title II (Public Services: State and Local Government)
Title II (Public Services: State and Local Government)
Twain Park
3320 E San Miguel St
Colorado Springs, CO 80909
Accessibility Evaluation
Inspection Date: 08/31/2021
Inspectors: Robert Hernandez
Prepared By
City of Colorado Springs
(719) 385 - 5175
https://coloradosprings.gov/
Report Date: 02/18/2025
FOR RECORD:
FROM: Robert L. Hernandez, Title II ADA/Section 504 – Manager
DATE: 02/18/2025
SUBJECT: Twain Park Self-Evaluation
1. On 08/31/2021, Title II ADA / Section 504 Coordinator(s) from the Office of Accessibility performed a Title II - Americans with Disabilities Act (ADA) Self-Evaluation. This evaluation was performed in accordance with 1991/2010 ADA Standards for Accessible Design.
2. Priorities for removing barriers are assigned in accordance with the ADA Checklist for Existing Facilities, promulgated by the ADA National Network. The checklist follows the four priorities listed in the Department of Justice ADA Title III regulations. These priorities are equally applicable to state and local government facilities:
Priority 1 - Accessible approach and entrance
Priority 2 - Access to goods and services
Priority 3 - Access to public toilet rooms
Priority 4 - Access to other items such as water fountains and public telephones
3. Corrective actions to findings were / will be submitted to the City maintenance work request system and will be managed in accordance with the City Transition Plan. Note: Recommended corrections may be modified where appropriate. Corrections are developed in consideration of the “Program Access” provisions of Title II, where applicable.
4. A copy of this report will be maintained by the Office of Accessibility. Updates to the findings included in this report will be available at the following link: https://access6.bluedag.com/access/barriers/GfhHF91nlvMItTaD4rVzj85XBKNZxywJ. Alternatively, this link is available from the Office of Accessibility’s webpage on the City of Colorado Springs website.
City of Colorado Springs Title II ADA/Section 504 – Manager
30 S. Nevada Ave, Suite 301
Colorado Springs, CO 80903
ADACompliance@coloradosprings.gov
Atch 1. City of Colorado Springs, ADA Self-Evaluation Report
Sincerely,
Robert Hernandez
Table of Contents
Findings
Accessible Routes
BFID: 191785
The accessible path of travel has cross slopes greater than 2%.
Surface cross slopes shall not exceed one unit vertical in 48 units horizontal (2-percent slope). When the slope in the direction of travel of any walk exceeds 1 unit vertical in 20 units horizontal (5-percent slope), it must be constructed as a ramp.
Surface cross slopes shall not exceed one unit vertical in 48 units horizontal (2-percent slope). When the slope in the direction of travel of any walk exceeds 1 unit vertical in 20 units horizontal (5-percent slope), it must be constructed as a ramp.
Citation:
2010 ADAS Section 403.3
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48.
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48.
As Built:
There are 37 pads of concrete on the route along San Miguel with excessive cross slope as high as 5.8%.
Recommendation:
Remove and replace pads to compliance.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
BFID: 191788
The walkway contains abrupt vertical edges and/or variations over a 1/2 inch.
1/4 inch is the maximum vertical rise. Changes in level between 1/4 inch and 1/2 inch must be beveled at 1:2 or less.
Changes in level greater than 1/2 inch must be by way of a ramp.
1/4 inch is the maximum vertical rise. Changes in level between 1/4 inch and 1/2 inch must be beveled at 1:2 or less.
Changes in level greater than 1/2 inch must be by way of a ramp.
Citation:
2010 ADAS Section 303.3
Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2.
2010 ADAS Section 303.2
Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical.
Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2.
2010 ADAS Section 303.2
Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical.
As Built:
There is a 2" vertical displacement between pads on the route along San Miguel.
Recommendation:
Remove and replace pad to compliance.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
BFID: 189114
The gap is 3" by 16" by 1/2" deep.
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4 inch and 1/2 inch that are not beveled.
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4 inch and 1/2 inch that are not beveled.
Citation:
2011 PROWAG Section R302.7.2
Vertical surface discontinuities shall be 13 mm (0.5 in) maximum. Vertical surface discontinuities between 6.4 mm (0.25 in) and 13 mm (0.5 in) shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.Advisory R302.7.2 Vertical Surface Discontinuities. The allowance for vertical surface discontinuities is for occasional expansion joints and objects such as utility covers, vault frames, and gratings that cannot be located in another portion of the sidewalk outside the pedestrian access route. However, objects such as utility covers, vault frames, and gratings should not be located on curb ramp runs, blended transitions, turning spaces, or gutter areas within the pedestrian access route. This may not always be possible in alterations, but should be avoided wherever possible. Vertical surface discontinuities between unit pavers should be minimized.
Vertical surface discontinuities shall be 13 mm (0.5 in) maximum. Vertical surface discontinuities between 6.4 mm (0.25 in) and 13 mm (0.5 in) shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.Advisory R302.7.2 Vertical Surface Discontinuities. The allowance for vertical surface discontinuities is for occasional expansion joints and objects such as utility covers, vault frames, and gratings that cannot be located in another portion of the sidewalk outside the pedestrian access route. However, objects such as utility covers, vault frames, and gratings should not be located on curb ramp runs, blended transitions, turning spaces, or gutter areas within the pedestrian access route. This may not always be possible in alterations, but should be avoided wherever possible. Vertical surface discontinuities between unit pavers should be minimized.
As Built:
The sidewalk is fractured, resulting in a gap in the sidewalk on the route along San Miguel.
Recommendation:
Remove and replace the panel.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
Additional Finding Photos
BFID: 191787
The accessible path of travel has cross slopes greater than 2%.
Surface cross slopes shall not exceed one unit vertical in 48 units horizontal (2-percent slope). When the slope in the direction of travel of any walk exceeds 1 unit vertical in 20 units horizontal (5-percent slope), it must be constructed as a ramp.
Surface cross slopes shall not exceed one unit vertical in 48 units horizontal (2-percent slope). When the slope in the direction of travel of any walk exceeds 1 unit vertical in 20 units horizontal (5-percent slope), it must be constructed as a ramp.
Citation:
2010 ADAS Section 403.3
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48.
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48.
As Built:
On the route that runs along Marion Dr. there are three pads of concrete with excessive running slope ranging from 2.6% to 4.9%.
Recommendation:
Remove and replace concrete to compliance.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
BFID: 189116
The vertical displacement is causing up to 3% cross slope. The maximum allowable cross slope is 2%. This is near a blue spruce tree on Marion Dr.
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4 inch and 1/2 inch that are not beveled.
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4 inch and 1/2 inch that are not beveled.
Citation:
2011 PROWAG Section R302.7.2
Vertical surface discontinuities shall be 13 mm (0.5 in) maximum. Vertical surface discontinuities between 6.4 mm (0.25 in) and 13 mm (0.5 in) shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.Advisory R302.7.2 Vertical Surface Discontinuities. The allowance for vertical surface discontinuities is for occasional expansion joints and objects such as utility covers, vault frames, and gratings that cannot be located in another portion of the sidewalk outside the pedestrian access route. However, objects such as utility covers, vault frames, and gratings should not be located on curb ramp runs, blended transitions, turning spaces, or gutter areas within the pedestrian access route. This may not always be possible in alterations, but should be avoided wherever possible. Vertical surface discontinuities between unit pavers should be minimized.
Vertical surface discontinuities shall be 13 mm (0.5 in) maximum. Vertical surface discontinuities between 6.4 mm (0.25 in) and 13 mm (0.5 in) shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.Advisory R302.7.2 Vertical Surface Discontinuities. The allowance for vertical surface discontinuities is for occasional expansion joints and objects such as utility covers, vault frames, and gratings that cannot be located in another portion of the sidewalk outside the pedestrian access route. However, objects such as utility covers, vault frames, and gratings should not be located on curb ramp runs, blended transitions, turning spaces, or gutter areas within the pedestrian access route. This may not always be possible in alterations, but should be avoided wherever possible. Vertical surface discontinuities between unit pavers should be minimized.
As Built:
There is up to 2" vertical displacement in the sidewalk on the route along Marion.
Recommendation:
Remove and replace the panel.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
Additional Finding Photos
BFID: 189117
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4 inch and 1/2 inch that are not beveled.
Citation:
2011 PROWAG Section R302.7.2
Vertical surface discontinuities shall be 13 mm (0.5 in) maximum. Vertical surface discontinuities between 6.4 mm (0.25 in) and 13 mm (0.5 in) shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.Advisory R302.7.2 Vertical Surface Discontinuities. The allowance for vertical surface discontinuities is for occasional expansion joints and objects such as utility covers, vault frames, and gratings that cannot be located in another portion of the sidewalk outside the pedestrian access route. However, objects such as utility covers, vault frames, and gratings should not be located on curb ramp runs, blended transitions, turning spaces, or gutter areas within the pedestrian access route. This may not always be possible in alterations, but should be avoided wherever possible. Vertical surface discontinuities between unit pavers should be minimized.
Vertical surface discontinuities shall be 13 mm (0.5 in) maximum. Vertical surface discontinuities between 6.4 mm (0.25 in) and 13 mm (0.5 in) shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.Advisory R302.7.2 Vertical Surface Discontinuities. The allowance for vertical surface discontinuities is for occasional expansion joints and objects such as utility covers, vault frames, and gratings that cannot be located in another portion of the sidewalk outside the pedestrian access route. However, objects such as utility covers, vault frames, and gratings should not be located on curb ramp runs, blended transitions, turning spaces, or gutter areas within the pedestrian access route. This may not always be possible in alterations, but should be avoided wherever possible. Vertical surface discontinuities between unit pavers should be minimized.
As Built:
There are four broken panels with up to 3/4" vertical displacement along Marion Dr..
Recommendation:
Remove and replace the panels.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
Additional Finding Photos
BFID: 189118
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4 inch and 1/2 inch that are not beveled.
Citation:
2011 PROWAG Section R302.7.2
Vertical surface discontinuities shall be 13 mm (0.5 in) maximum. Vertical surface discontinuities between 6.4 mm (0.25 in) and 13 mm (0.5 in) shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.Advisory R302.7.2 Vertical Surface Discontinuities. The allowance for vertical surface discontinuities is for occasional expansion joints and objects such as utility covers, vault frames, and gratings that cannot be located in another portion of the sidewalk outside the pedestrian access route. However, objects such as utility covers, vault frames, and gratings should not be located on curb ramp runs, blended transitions, turning spaces, or gutter areas within the pedestrian access route. This may not always be possible in alterations, but should be avoided wherever possible. Vertical surface discontinuities between unit pavers should be minimized.
Vertical surface discontinuities shall be 13 mm (0.5 in) maximum. Vertical surface discontinuities between 6.4 mm (0.25 in) and 13 mm (0.5 in) shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.Advisory R302.7.2 Vertical Surface Discontinuities. The allowance for vertical surface discontinuities is for occasional expansion joints and objects such as utility covers, vault frames, and gratings that cannot be located in another portion of the sidewalk outside the pedestrian access route. However, objects such as utility covers, vault frames, and gratings should not be located on curb ramp runs, blended transitions, turning spaces, or gutter areas within the pedestrian access route. This may not always be possible in alterations, but should be avoided wherever possible. Vertical surface discontinuities between unit pavers should be minimized.
As Built:
There is 1-1/2" vertical displacement in the sidewalk on Marion Dr..
Recommendation:
Remove and replace the panel.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
BFID: 189119
The sidewalk ends at a curb head, without a curb ramp. There is a curb ramp on the other side of the driveway.
There are also 3 panels with 4% cross slope.
There are also 3 panels with 4% cross slope.
Citation:
2015 IBC Section 1104.1
At least one accessible route within the site shall be provided from public transportation stops, accessible parking, accessible passenger loading zones, and public streets or sidewalks to the accessible building entrance served.
2010 ADAS Section 206.2.1
At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones; public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve.
At least one accessible route within the site shall be provided from public transportation stops, accessible parking, accessible passenger loading zones, and public streets or sidewalks to the accessible building entrance served.
2010 ADAS Section 206.2.1
At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones; public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve.
As Built:
There is not an accessible route across the driveway at Twain Elementary.
Recommendation:
Install a curb ramp and replace the panels with excessive cross slope.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
BFID: 191786
There are multiple issues with this curb ramp including:
Brick detectable warnings that are shifting and deteriorating.
Non-delineated flares
A 1/2" vertical displacement where the bricks meet the ramp face.
No level landing (3.1%).
Brick detectable warnings that are shifting and deteriorating.
Non-delineated flares
A 1/2" vertical displacement where the bricks meet the ramp face.
No level landing (3.1%).
Citation:
2010 ADAS Section 406
Curb Ramps
Curb Ramps
As Built:
This ramp, which enters the park mid-block on San Miguel, has several issues.
Recommendation:
Remove and replace the curb ramp.
Barrier Priority:
High (1): Should be completed immediately. (Includes findings that have little or no cost, were in violation of the codes at the time of construction, or pose an imminent safety threat)
Department:
Parks & Recreation
BFID: 191789
There is no accessible route to the element.
At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site.
At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site.
Citation:
2015 IBC Section 1104.2
At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements and accessible spaces that are on the same site.
2010 ADAS Section 206.2.2
At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site.
At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements and accessible spaces that are on the same site.
2010 ADAS Section 206.2.2
At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site.
As Built:
The trash can and the dog waste bag dispenser is 9' 6" from an accessible route. The dispenser is also mounted 50" high.
Recommendation:
Remove and relocate trash can and dispenser to compliance on an accessible route.
Barrier Priority:
Important (2): Should be completed as soon as possible. (Includes findings that would remove barriers to the greatest number of people to your goods and services)
Department:
Parks & Recreation
