Site Accessibility Evaluation
Title II (Public Services: State and Local Government)
FOR RECORD:
FROM: Robert L. Hernandez, Title II ADA/Section 504 – Manager
DATE: 03/04/2025
SUBJECT: Horace Shelby Park Self-Evaluation
1. On 06/14/2022, 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: 194149
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 must not exceed one unit vertical in 48 units horizontal (2-percent slope).
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.
BFID: 194150
Surface slopes greater than 1:48 (2.08%) are not permitted.
Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted.
2010 ADAS Section 304.2 Exception
Slopes not steeper than 1:48 shall be permitted.
BFID: 194152
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.
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.
BFID: 194153
More than one of these elements have findings associated with them in this case.
Slopes not steeper than 1:48 shall be permitted.
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.
BFID: 194154
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.
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.
BFID: 194155
Surface slopes greater than 1:48 (2.08%) are not permitted.
Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted.
2010 ADAS Section 304.2 Exception
Slopes not steeper than 1:48 shall be permitted.
BFID: 194156
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.
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.
BFID: 194157
More than one of these elements have findings associated with them in this case.
Slopes not steeper than 1:48 shall be permitted.
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.
BFID: 194158
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.
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.
BFID: 194161
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 must not exceed one unit vertical in 48 units horizontal (2-percent slope).
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.
BFID: 194162
Surface slopes greater than 1:48 (2.08%) are not permitted.
Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted.
2010 ADAS Section 304.2 Exception
Slopes not steeper than 1:48 shall be permitted.
BFID: 194163
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.
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.
BFID: 194164
More than one of these elements have findings associated with them in this case.
Slopes not steeper than 1:48 shall be permitted.
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.
BFID: 194168
Surface slopes greater than 1:48 (2.08%) are not permitted.
Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted.
2010 ADAS Section 304.2 Exception
Slopes not steeper than 1:48 shall be permitted.
BFID: 194170
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.
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.
BFID: 194171
More than one of these elements have findings associated with them in this case.
Slopes not steeper than 1:48 shall be permitted.
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.
BFID: 194174
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.
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.
BFID: 194185
Surface slopes greater than 1:48 (2.08%) are not permitted.
Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted.
2010 ADAS Section 304.2 Exception
Slopes not steeper than 1:48 shall be permitted.
General
BFID: 189557
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.
BFID: 189562
At least one accessible route shall connect accessible building or facility entrances with all accessible spaces and elements within the building or facility which are otherwise connected by a circulation path.
At least one accessible route shall connect accessible building or facility entrances with all accessible spaces and elements within the building or facility which are otherwise connected by a circulation path unless exempted by 206.2.3 Exceptions 1 through 7.
BFID: 194180
A clear floor or ground space complying with 305 shall be provided.
BFID: 194181
Forward - the reach range is 15" (low) - 48" (high). If there is an obstruction of 20" or less then the height can be up to 48". If the obstruction is between 20-25" the maximum height is 44".
Side - the reach range is 15" (low) - 48" (high) and the maxim height of any obstruction is 34". If the obstruction depth is between 10" - 24", the reach height maximum is 46".
Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum.
2010 ADAS Section 308.3.2
Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum
BFID: 194183
Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch (13 mm) diameter except as allowed in 407.4.3, 409.4.3, 410.4, 810.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel.
Play Areas
BFID: 189563
Where provided, curb ramp flares shall not be steeper than 1:10.
BFID: 194167
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.
BFID: 194175
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.
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.
BFID: 194177
More than one of these elements have findings associated with them in this case.
Slopes not steeper than 1:48 shall be permitted.
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.
BFID: 194184
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.
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.
Curb Ramps
BFID: 194148
Curb ramps should have the least possible slope but in no case more than 8.33% (1:12).
Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, and 405.10.
BFID: 194159
- A 2.5" gap between the asphalt and the gutter pan.
- A gutter pan slope measuring 12.1%
- No detectable warnings
Curb Ramps
BFID: 194160
- A 2" gap between asphalt and gutter pan
- Ramp face slope measuring 11.6%
- No detectable warnings
Curb Ramps
BFID: 194165
- A 1/2" vertical displacement from the ramp face to the landing
- No detectable warnings
- The ramp face at the gutter has a slope measuring 15.6%
- A 2.5" gap between the asphalt and the gutter pan
- No level landing (2.4%)
Curb Ramps
BFID: 194166
- No detectable warnings
- A ramp face measuring 18.7% at the base
- A 1/2" vertical displacement from the ramp to the landing
Curb Ramps
BFID: 194169
- No detectable warnings
- No level landing (7.5%)
- The accessible route from the ramp connecting to the interior park path has seven pads of concrete with high running slope between 6.7% and 9.7% with a concrete bridge spanning a culvert.
Curb Ramps
BFID: 194172
Detectable warning surfaces complying with R305 shall be provided at the following locations on pedestrian access routes and at transit stops:
1. Curb ramps and blended transitions at pedestrian street crossings;
2. Pedestrian refuge islands;
3. Pedestrian at-grade rail crossings not located within a street or highway;
4. Boarding platforms at transit stops for buses and rail vehicles where the edges of the boarding platform are not protected by screens or guards; and
5. Boarding and alighting areas at sidewalk or street level transit stops for rail vehicles where the side of the boarding and alighting areas facing the rail vehicles is not protected by screens or guards.Advisory R208.1 Where Required. On pedestrian access routes, detectable warning surfaces indicate the boundary between pedestrian and vehicular routes where there is a flush rather than a curbed connection. Detectable warning surfaces should not be provided at crossings of residential driveways since the pedestrian right-of-way continues across residential driveway aprons. However, where commercial driveways are provided with yield or stop control, detectable warning surfaces should be provided at the junction between the pedestrian route and the vehicular route. Where pedestrian at-grade rail crossings are located within a street or highway, detectable warning surfaces at the curb ramps or blended transitions make a second set of detectable warning surfaces at the rail crossing unnecessary.
Detectable warning surfaces are not intended to provide wayfinding for pedestrians who are blind or have low vision. Wayfinding can be made easier by:
•Sidewalks that provide a clear path free of street furniture;
•Visual contrast between walking and non-walking areas (e.g., planted borders);
•Route edges that are clear and detectable by cane;
•Direct pedestrian street crossings and curb ramps that are in-line with direction of travel;
•Small corner radiuses that permit pedestrian street crossings to be as short and direct as possible;
•Orthogonal intersections that facilitate navigation using parallel and perpendicular vehicle sound cues;
•and barriers where pedestrian travel or crossing is not permitted.
BFID: 194173
Detectable warning surfaces complying with R305 shall be provided at the following locations on pedestrian access routes and at transit stops:
1. Curb ramps and blended transitions at pedestrian street crossings;
2. Pedestrian refuge islands;
3. Pedestrian at-grade rail crossings not located within a street or highway;
4. Boarding platforms at transit stops for buses and rail vehicles where the edges of the boarding platform are not protected by screens or guards; and
5. Boarding and alighting areas at sidewalk or street level transit stops for rail vehicles where the side of the boarding and alighting areas facing the rail vehicles is not protected by screens or guards.Advisory R208.1 Where Required. On pedestrian access routes, detectable warning surfaces indicate the boundary between pedestrian and vehicular routes where there is a flush rather than a curbed connection. Detectable warning surfaces should not be provided at crossings of residential driveways since the pedestrian right-of-way continues across residential driveway aprons. However, where commercial driveways are provided with yield or stop control, detectable warning surfaces should be provided at the junction between the pedestrian route and the vehicular route. Where pedestrian at-grade rail crossings are located within a street or highway, detectable warning surfaces at the curb ramps or blended transitions make a second set of detectable warning surfaces at the rail crossing unnecessary.
Detectable warning surfaces are not intended to provide wayfinding for pedestrians who are blind or have low vision. Wayfinding can be made easier by:
•Sidewalks that provide a clear path free of street furniture;
•Visual contrast between walking and non-walking areas (e.g., planted borders);
•Route edges that are clear and detectable by cane;
•Direct pedestrian street crossings and curb ramps that are in-line with direction of travel;
•Small corner radiuses that permit pedestrian street crossings to be as short and direct as possible;
•Orthogonal intersections that facilitate navigation using parallel and perpendicular vehicle sound cues;
•and barriers where pedestrian travel or crossing is not permitted.
BFID: 194182
Landings shall be provided at the tops of curb ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing.
Pavilion and seating
BFID: 194176
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.
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.
BFID: 194178
Vertical surface discontinuities shall be 0.5 inch maximum. Vertical surface discontinuities between 0.25 inch and 0.5 inch shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied across the entire vertical surface discontinuity.
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.
BFID: 194179
None
2015 IBC Section Advisory
None
2010 ADAS Section Advisory
None