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: Bancroft Park Self-Evaluation
1. On 08/05/2021, 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: 186637
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: 191572
The cross slope of pedestrian access routes shall be 2 percent maximum.
Except as provided in R302.6.1 and R302.6.2 (Pedestrian Street Crossings Without Yield or Stop Control and Midblock Pedestrian Street Crossings), the cross slope of pedestrian access routes shall be 2 percent maximum.
Advisory R302.6 Cross Slope. The cross slope requirements in R302.6 apply to sidewalks and other pedestrian circulation paths, pedestrian street crossings and at-grade rail crossings, and pedestrian overpasses and underpasses and similar structures (see R302.2). The cross slope of the pedestrian access route is measured perpendicular to the direction of pedestrian travel. Cross slope requirements are contained in R304.5.3 for curb ramps and blended transitions, and in R407.3 for ramps.
BFID: 186638
The sides of curb ramps (curb ramp flares) where provided, shall not be steeper than 1:10.
Where provided, curb ramp flares shall not be steeper than 1:10.
BFID: 186640
Vertical surface discontinuities shall be 1/2 maximum. Vertical surface discontinuities between 1/4 inch and 1/2 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: 186639
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: 186641
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: 186642
The side flares are over 38% without defined joint lines.
There are no detectable warnings.
The running slope is up to 10.5%.
This curb ramp is at Colbrunn Ct. and Colorado Ave.
Curb Ramps
BFID: 186643
The side flares are up to 24% with no defined joint lines.
The running slope is up to 11%.
1-1/2" wide by 1/2" lip between curb ramp and adjacent street pavement.
No detectable warnings.
This curb ramp is at the corner of Colbrunn Ct. and Colorado Ave.
Curb Ramps
BFID: 186644
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: 186645
There is a 1" wide by 1/2" deep gap at the curb line.
There are no detectable warnings.
This curb ramp is at Colbrunn Ct. and Pikes Peak Ave.
Curb Ramps
BFID: 186650
Where pedestrian access routes are not contained within a street or highway right-of-way, the grade of pedestrian access routes shall be 5 percent maximum.
Where pedestrian access routes are contained within a pedestrian street crossing, the grade of pedestrian access routes shall be 5 percent maximum.
BFID: 186646
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.
This is near the intersection of Colbrunn Ct. and Pikes Peak Ave.
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: 186647
The cross slope of pedestrian access routes shall be 2 percent maximum.
Except as provided in R302.6.1 and R302.6.2 (Pedestrian Street Crossings Without Yield or Stop Control and Midblock Pedestrian Street Crossings), the cross slope of pedestrian access routes shall be 2 percent maximum.
Advisory R302.6 Cross Slope. The cross slope requirements in R302.6 apply to sidewalks and other pedestrian circulation paths, pedestrian street crossings and at-grade rail crossings, and pedestrian overpasses and underpasses and similar structures (see R302.2). The cross slope of the pedestrian access route is measured perpendicular to the direction of pedestrian travel. Cross slope requirements are contained in R304.5.3 for curb ramps and blended transitions, and in R407.3 for ramps.
BFID: 186648
The side flares are over 17%.
The cross slope is up to 8%.
There is up to 3/4" lip at the gutter.
There is not a level landing.
This curb ramp is at Pikes Peak Ave and 24th St.
Curb Ramps
BFID: 186649
The side flares are 18%.
There is a 1/2" deep by 3/4" wide gap at the gutter line.
There is 8% running slope.
There is not a level landing.
This curb ramp is at 24th St.
Curb Ramps
BFID: 186651
Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch diameter. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm (0.5 in) in diameter. Elongated openings in gratings shall be placed so that the long dimension is perpendicular to the dominant direction of travel.
BFID: 186656
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.
BFID: 186657
Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch diameter. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel.
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.
Exterior - Amenities
BFID: 186652
None
2012 IBC Section Recommended
None
2010 ADAS Section Recommended
None
BFID: 191570
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: 191571
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.
Pavilion Area
BFID: 186662
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: 186665
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 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: 186666
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: 186661
The sidewalk is about 6'-0" wide.
Except as provided in R302.6.1 and R302.6.2 (Pedestrian Street Crossings Without Yield or Stop Control and Midblock Pedestrian Street Crossings), the cross slope of pedestrian access routes shall be 2 percent maximum.
Advisory R302.6 Cross Slope. The cross slope requirements in R302.6 apply to sidewalks and other pedestrian circulation paths, pedestrian street crossings and at-grade rail crossings, and pedestrian overpasses and underpasses and similar structures (see R302.2). The cross slope of the pedestrian access route is measured perpendicular to the direction of pedestrian travel. Cross slope requirements are contained in R304.5.3 for curb ramps and blended transitions, and in R407.3 for ramps.
BFID: 186658
The cross slope of pedestrian access routes shall be 2 percent maximum.
Except as provided in R302.6.1 and R302.6.2 (Pedestrian Street Crossings Without Yield or Stop Control and Midblock Pedestrian Street Crossings), the cross slope of pedestrian access routes shall be 2 percent maximum.
Advisory R302.6 Cross Slope. The cross slope requirements in R302.6 apply to sidewalks and other pedestrian circulation paths, pedestrian street crossings and at-grade rail crossings, and pedestrian overpasses and underpasses and similar structures (see R302.2). The cross slope of the pedestrian access route is measured perpendicular to the direction of pedestrian travel. Cross slope requirements are contained in R304.5.3 for curb ramps and blended transitions, and in R407.3 for ramps.
BFID: 186654
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 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: 186655
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.
BFID: 186659
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.
BFID: 186660
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.
Historic Building - First Territorial Capital
BFID: 186663
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.
BFID: 186664
Accessible routes 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.
BFID: 191569
The threshold at a doorway shall be no higher than 1/2 inch. Changes in level between 1/4 inch and 1/2 inch must be beveled at 1:2 or less. 1/4 inch is the maximum vertical rise.
Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303.
Band Shell Area
BFID: 186669
On each side of the band shell are stairs.
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.
BFID: 186668
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 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: 186667
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.
BFID: 191567
Top landings shall have a dimension in the direction of ramp run of not less than 60 inches and have a slope of 2% maximum in any direction.
Landings shall comply with 302. Changes in level are not permitted.
2010 ADAS Section 405.7.1 Exception
Slopes not steeper than 1:48 shall be permitted.
BFID: 191568
Landings at a change of direction shall have a dimension of not less than 60 inches by 60 inches.
Ramps that change direction between runs at landings shall have a clear landing 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum.
Restrooms
BFID: 186670
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.
BFID: 189899
If sanitary facilities are provided, they must be made accessible to persons with disabilities. If public restrooms are desired, It is recommended that the portable unit be replaced with a permanent built in compliant restroom. The utilization of an accessible portable unit may be a temporary solution and is not recommended as a permanent solution.
Each toilet room and bathing room shall be accessible. Where a floor level is not required to be connected by an accessible route, the only toilet rooms or bathing rooms provided within the facility shall not be located on the inaccessible floor. At least one of each type of fixture, element, control or dispenser in each accessible toilet room and bathing room shall be accessible.
2010 ADAS Section 213.1
Where toilet facilities and bathing facilities are provided, they shall comply with 213. Where toilet facilities and bathing facilities are provided in facilities permitted by 206.2.3 Exceptions 1 and 2 not to connect stories by an accessible route, toilet facilities and bathing facilities shall be provided on a story connected by an accessible route to an accessible entrance.
BFID: 191566
Bathing and toilet facilities that serve buildings, facilities or portions of buildings or facilities that are required by these standards to be accessible to persons with disabilities, shall be on an accessible route.
Each toilet room and bathing room shall be accessible. Where a floor level is not required to be connected by an accessible route, the only toilet rooms or bathing rooms provided within the facility shall not be located on the inaccessible floor. At least one of each type of fixture, element, control or dispenser in each accessible toilet room and bathing room shall be accessible.
2010 ADAS Section 213.1
Where toilet facilities and bathing facilities are provided, they shall comply with 213. Where toilet facilities and bathing facilities are provided in facilities permitted by 206.2.3 Exceptions 1 and 2 not to connect stories by an accessible route, toilet facilities and bathing facilities shall be provided on a story connected by an accessible route to an accessible entrance.