Site Accessibility Evaluation
Title II (Public Services: State and Local Government)
FOR RECORD:
FROM: Robert L. Hernandez, Title II ADA/Section 504 – Manager
DATE: 02/13/2025
SUBJECT: Fountain Park Self-Evaluation
1. On 07/15/2021, 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: 191281
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.
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.
2009 ANSI A117.1 Section 303.3
Changes in level greater than 1/4 inch (6.4 mm) in height and not more than 1/2 inch (13 mm) maximum in height shall be beveled with a slope not steeper than 1:2.
2009 ANSI A117.1 Section 303.2
Changes in level of 1/4 inch (6.4 mm) maximum in height shall be permitted to be vertical.
BFID: 191280
from the sidewalk, no detectable warnings, no landing which has up to a 5.5% slope. The ramp has 2 broken pads with up to 3/8" vertical displacement and non-delineated wings.
Curb Ramps
BFID: 191291
Curb Ramps
BFID: 191282
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.
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.
2009 ANSI A117.1 Section 303.3
Changes in level greater than 1/4 inch (6.4 mm) in height and not more than 1/2 inch (13 mm) maximum in height shall be beveled with a slope not steeper than 1:2.
2009 ANSI A117.1 Section 303.2
Changes in level of 1/4 inch (6.4 mm) maximum in height shall be permitted to be vertical.
BFID: 191283
- 33.7% slope on a side flare in attached concrete
- no detectible warnings
- a 4.5% cross slope,
- a 10% running slope,
- excessive debris build-up
- no level landing
- Does not line up with connecting ramp across Institute.
-up to a 1" lip on concrete from the road entrance (in a gutter pan).
Curb Ramps
BFID: 191284
- Up to 34% side flares in attached concrete.
- No delineated wings which can cause extreme cross slopes.
- No truncated domes,
- Up to 1/2" vertical displacement from ramp slope to the gutter pan.
- No level landing - up to a 6% slope.
- Also, this ramp doesn't line up well with the receiver on the other side of Santa Fe.
Curb Ramps
BFID: 194324
- Up to 20.6% side flares in attached concrete.
- No delineated wings which can cause extreme cross slopes.
- No truncated domes,
- Up to 1/2" vertical displacement from ramp slope to the gutter pan.
- No level landing
- Also, this ramp doesn't line up well with the receiver on the other side of the driveway. It angles as if to cross Santa Fe.
- The gutter slope is up to 9.1%.
Curb Ramps
BFID: 191292
- No delineated wings which can cause an extreme cross slope,
- A 5% cross slope - no level landing,
- A broken pad causes 1" vertical displacement,
- Ramp face/tie-in to the side flare can cause a 1-2" drop at the gutter pan,
- Ramp leads to a path that dead-ends at the end of the park about 90 feet away.
- Shrubs/vines protrude into landing and path of travel.
Curb Ramps
BFID: 191290
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.
2009 ANSI A117.1 Section 403.3
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of a walking surface shall not be steeper than 1:48.
BFID: 191287
A cross slope of over 5%,
A running slope of 14.1%,
No level landing,
No detectable warnings,
A side flare at 23% in attached concrete.
There is also a 1/2" vertical displacement at the base of the ramp leading to the gutter plan, and
The wings are not delineated which causes a high cross slope.
Curb Ramps
BFID: 191286
A cross slope between 5-8% due to side flares,
A running slope of 14.3%,
No level landing,
No detectable warnings
Curb Ramps
BFID: 191293
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.
2009 ANSI A117.1 Section 403.3
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of a walking surface shall not be steeper than 1:48.
BFID: 191294
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.
2009 ANSI A117.1 Section 403.3
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of a walking surface shall not be steeper than 1:48.
BFID: 191296
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.
2009 ANSI A117.1 Section 403.3
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of a walking surface shall not be steeper than 1:48.
BFID: 191288
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.
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.
2009 ANSI A117.1 Section 303.3
Changes in level greater than 1/4 inch (6.4 mm) in height and not more than 1/2 inch (13 mm) maximum in height shall be beveled with a slope not steeper than 1:2.
2009 ANSI A117.1 Section 303.2
Changes in level of 1/4 inch (6.4 mm) maximum in height shall be permitted to be vertical.
BFID: 191295
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.
2009 ANSI A117.1 Section 403.3
The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of a walking surface shall not be steeper than 1:48.