Site Accessibility Evaluation
Americans with Disabilities Act
Title II (Public Services: State and Local Government)
Title II (Public Services: State and Local Government)
Keller Park
4950 Meadowland Blvd
Colorado Springs, CO 80918
Accessibility Evaluation
Inspection Date: 12/21/2021
Inspectors: Robert Hernandez
Prepared By
City of Colorado Springs
(719) 385 - 5175
https://coloradosprings.gov/
Report Date: 02/28/2025
FOR RECORD:
FROM: Robert L. Hernandez, Title II ADA/Section 504 – Manager
DATE: 02/28/2025
SUBJECT: Keller Park Self-Evaluation
1. On 12/21/2021, 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
Parking
BFID: 188501
There is no pedestrian access route from the on-street parking.
A curb ramp, blended transition, or a combination of curb ramps and blended transitions shall connect the pedestrian access routes at each pedestrian street crossing. The curb ramp (excluding any flared sides) or blended transition shall be contained wholly within the width of the pedestrian street crossing served.
A curb ramp, blended transition, or a combination of curb ramps and blended transitions shall connect the pedestrian access routes at each pedestrian street crossing. The curb ramp (excluding any flared sides) or blended transition shall be contained wholly within the width of the pedestrian street crossing served.
Citation:
2011 PROWAG Section R207.1
A curb ramp, blended transition, or a combination of curb ramps and blended transitions complying with R304 (Curb Ramps and Blended Transitions) shall connect the pedestrian access routes at each pedestrian street crossing. The curb ramp (excluding any flared sides) or blended transition shall be contained wholly within the width of the pedestrian street crossing served.
A curb ramp, blended transition, or a combination of curb ramps and blended transitions complying with R304 (Curb Ramps and Blended Transitions) shall connect the pedestrian access routes at each pedestrian street crossing. The curb ramp (excluding any flared sides) or blended transition shall be contained wholly within the width of the pedestrian street crossing served.
As Built:
There is no park access from street parking.
Recommendation:
Provide accessible parking by creating a curb ramp into the park.
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
PROW - Accessible Routes
BFID: 188504
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum.
The cross slope of pedestrian access routes shall be 2 percent maximum.
Citation:
2011 PROWAG Section R302.6
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.
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.
As Built:
109 of the 114 concrete pads on the sidewalk along Meadowland Boulevard have excessive cross slopes, ranging from 2.3 to 10.4%. 88 pads are over 3%.
Recommendation:
Remove and replace at <2%.
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: 188502
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.
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 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.
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 a vertical discontinuity of up to 2 inches in the sidewalk along Meadowland Boulevard at the southeast corner of the park.
Recommendation:
Remove and replace the panel.
Cost estimate included in a previous finding.
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: 188503
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 panel is fractured, with up to 1/2" vertical displacement and gaps.
Recommendation:
Replace the panel.
Cost Estimate included in a previous finding.
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: 188505
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 6 panels that are fractured and spalling with large gaps.
Recommendation:
Remove and replace the panels.
Cost estimate provided in a previous finding.
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: 188506
There are multiple issues with this curb ramp including:
There are no detectable warnings.
There is not a level landing at the top of the ramp.
The running slope is up to 10.7%.
The adjacent panels have cross slopes of 3.1% and 5.6%.
There are no detectable warnings.
There is not a level landing at the top of the ramp.
The running slope is up to 10.7%.
The adjacent panels have cross slopes of 3.1% and 5.6%.
Citation:
2010 ADAS Section 406
Curb Ramps
Curb Ramps
Status:
Corrected
As Built:
There are multiple issues with this curb ramp.
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
Corrected Condition:
The curb ramp was replaced.
BFID: 188507
There are multiple issues with this curb ramp including:
There are no detectable warnings.
There is not a level landing at the top of the ramp.
The running slope is up to 12.5%.
The adjacent panel has a cross slope of 9.5%.
The receiving ramp on the other side of the street does not line up.
There are no detectable warnings.
There is not a level landing at the top of the ramp.
The running slope is up to 12.5%.
The adjacent panel has a cross slope of 9.5%.
The receiving ramp on the other side of the street does not line up.
Citation:
2010 ADAS Section 406
Curb Ramps
Curb Ramps
Status:
Corrected
As Built:
There are multiple issues with this curb ramp.
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
Corrected Condition:
The curb ramp was replaced, making a directional ramp to eliminate this as an option.
Additional Finding Photos
BFID: 188508
There are two panels with cross slopes of 5.6% and 3.8%.
There is up to 3/4" vertical displacement.
These panels are near the culvert crossing on Montebello Dr W.
There is up to 3/4" vertical displacement.
These panels are near the culvert crossing on Montebello Dr W.
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.
Status:
Corrected
As Built:
There are multiple issues with this section of sidewalk.
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
Corrected Condition:
This was replaced and made right.
BFID: 192844
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum.
The cross slope of pedestrian access routes shall be 2 percent maximum.
Citation:
2011 PROWAG Section R302.6
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.
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.
As Built:
Heading northwest from the intersection of Meadowland and Montebello, just beyond the spillway there are eight concrete pads with cross slopes between 2.3 and 4.4%. 4 of the 8 are 3% or higher.
Recommendation:
Remove and replace @ <2%.
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: 188512
There is also considerable debris on the sidewalk.
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.
Status:
Corrected
As Built:
There are 27 panels with significant spalling.
Recommendation:
Remove and replace the spalling panels. Determine the cause of the debris on the sidewalk and remediate it.
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
Corrected Condition:
The sidewalk was replaced.
BFID: 188513
There are 21 panels with significant spalling and debris. There is one panel with a gap up to 4" by 6" by 1-1/4" 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.
Status:
Corrected
As Built:
There are several issues with this section of sidewalk.
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
Corrected Condition:
The sidewalk, curb, and gutter was replaced.
BFID: 188514
There are 9 panels spalling with significant surface discontinuity. One panel has a gap up to 3" by 4" by 1" 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.
Status:
Corrected
As Built:
There are multiple issues with this sidewalk.
Recommendation:
Remove and replace the 9 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
Corrected Condition:
The sidewalk, curb, and gutter was replaced.
Accessible Routes
BFID: 192882
The trashcan and dog waste receptacle is not accessible because it does not allow for a forward or side approach and is not on an accessible route.
An accessible route of travel shall be 36 inches wide minimum and provide a 30 inch by 48-inch clear floor space that allows a side or forward approach.
An accessible route of travel shall be 36 inches wide minimum and provide a 30 inch by 48-inch clear floor space that allows a side or forward approach.
Citation:
2010 ADAS Section 309.2
A clear floor or ground space complying with 305 shall be provided.
A clear floor or ground space complying with 305 shall be provided.
As Built:
The trash can and dog waste bag dispenser located along Meadowland Boulevard are inaccessible because they are installed approximately 26 feet from the nearest accessible route.
Recommendation:
Move the trash can and dog waste bag dispenser or add other ones in an accessible location.
Barrier Priority:
Low (4): Should be completed as soon as possible due to being a technical violation, but may not result in providing greater access to persons with disabilities. (Includes findings that are technically violations but provide a moderate to low increase in accessibility compared to the financial impact on the entity)
Department:
Parks & Recreation
BFID: 192883
The tree branches extend down too close to the route of travel.
Any obstruction that overhangs a route of travel must be a minimum of 80 inches above the walking surface as measured to the bottom of the obstruction.
Any obstruction that overhangs a route of travel must be a minimum of 80 inches above the walking surface as measured to the bottom of the obstruction.
Citation:
2010 ADAS Section 307.4
Vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 27 inches (685 mm) maximum above the finish floor or ground.
Vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 27 inches (685 mm) maximum above the finish floor or ground.
As Built:
A tree very near the intersection of Meadowland Boulevard and Montebello Drive is hanging over the sidewalk at a height of approximately 58 inches.
Recommendation:
Trim this branch of the tree.
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: 188509
There are multiple issues with the sidewalk to the play area.
The accessible route contains running slopes greater than 5 percent and cross slopes greater than 2 percent across the width of the walk and has not been constructed as a ramp (i.e. handrails, wheel guides, etc.).
The accessible route contains running slopes greater than 5 percent and cross slopes greater than 2 percent across the width of the walk and has not been constructed as a ramp (i.e. handrails, wheel guides, etc.).
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:
The panel nearest the turn from the sidewalk has a running slope of 7.8%. There are four panels with cross slopes between 2.3% and 2.7%.
Recommendation:
Remove and replace the panels to compliance.
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
Additional Finding Photos
BFID: 192845
The trashcan is not accessible because it does not allow for a forward or side approach and is not on an accessible route.
An accessible route of travel shall be 36 inches wide minimum and provide a 30 inch by 48-inch clear floor space that allows a side or forward approach.
An accessible route of travel shall be 36 inches wide minimum and provide a 30 inch by 48-inch clear floor space that allows a side or forward approach.
Citation:
2010 ADAS Section 309.2
A clear floor or ground space complying with 305 shall be provided.
A clear floor or ground space complying with 305 shall be provided.
As Built:
At the turn to the play area, the trash receptacle is located approximately 11' 6" from the sidewalk.
Recommendation:
Reposition the trash receptacle to be within reach of an accessible route or add another.
Barrier Priority:
Moderate (3): Should be completed as soon as possible, but there may be other items that will provide greater access to persons with disabilities. (Includes findings that have a high financial impact on the entity in relationship to the degree of access provided)
Department:
Parks & Recreation
Play Areas - Playground - Baseball Field
BFID: 188510
The surface of the play area is sand.
The play area is not accessible.
The play area is not accessible.
Citation:
2010 ADAS Section 302.1
Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302.
Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302.
As Built:
The rubber tiles are deteriorating, with uplift up to 2". There is up to 2" vertical displacement at the connection to the sidewalk. There is about 2500 square feet of sand and about 300 square feet of rubber tile.
Recommendation:
Provided engineered wood fill in lieu of sand. Remove and replace the rubber tiles.
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
Additional Finding Photos
BFID: 188511
Baseball Field - The City has an obligation to make its programs and services accessible as a whole.
The baseball field is about 215' from the sidewalk on Montebello Dr W.
The baseball field is about 215' from the sidewalk on Montebello Dr W.
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:
There is not an accessible route to the baseball field.
Recommendation:
Determine which parks can be made accessible. To achieve a compliant slope from Montebello Drive, an accessible route would need to begin near the spillway / property line with Hellen Keller elementary.
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
Additional Finding Photos
